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HomeMy WebLinkAboutBalboa Blvd West, 1600 (Now part of Marina Park)AGREEMENT FOR ACQUISITION AND SALE OF REAL PROPERTY BY AND BETWEEN THE CITY OF NEWPORT BEACH AND SOUTHERN CALIFORNIA EDISON COMPANY `3 r This AGREEMENT FOR ACQUISITION AND SALE OF REAL PROPERTY ("Agreement") is entered into by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city (the "City'), and SOUTHERN 1 CALIFORNIA EDISON COMPANY, a California corporation ("Seller"), for acquisition by the City of certain real property owned by Seller and is made on the basis of the following facts, intentions and understandings. RECITALS A. Seller is the present owner of that certain real property consisting of an approximately 5,872 square foot parcel of land, located at 1516 W. Balboa Blvd. Newport Beach, California ("Property"), identified as Assessor's Parcel Number 047-222-10, and more particularly described in Exhibit "A" ("Legal Description") which is attached hereto and incorporated herein by reference. B. Seller desires to sell to City, and City desires to purchase from Seller, the Property, all on the terms and conditions set forth in this Agreement. NOW THEREFORE, for good and valuable consideration, receipt of which is hereby acknowledged, the parties agree as follows: 1. Purchase and Sale of Property; Property Purchase Price. (a) Covenants of Purchase and Sale. Subject to the prior satisfaction of the Conditions to Closing set forth in Section 3 hereof, Seller shall sell to City, and City shall acquire from Seller, the Property. (b) Property Purchase Price. The parties agree on the basis of an appraisal conducted by R.P. Laurain & Associates dated May 24, 2012, and Mason & Mason dated May 24, 2012 (the "Appraisal") that the value of the Property is One Million Five Hundred Thousand and No/100 Dollars ($1,500,000.00) (the "Property Purchase Price"). The parties agree that City shall pay the Property Purchase Price as follows: i. Cash Payment. City shall pay Six Hundred Thousand and No/100 Dollars ($600,000.00) in cash or certified funds (the "Cash Payment"); and ii. Donated Property. The balance of the Property Purchase Price (i.e., Nine Hundred Thousand and No/100 Dollars [$900,000.00]) shall be acknowledged by City as Donated Property Over $5,000 in accordance with the provisions of Section 18, below. 2. Opening of Escrow; Closing. The escrow (the "Escrow") for the consummation of this transaction shall be established by the deposit of an original, fully - signed copy of this Agreement with Escrow Agent (see Section 12, below) (the "Opening"). This transaction and the Escrow shall close (the "Closing") within ten (10) Agreement for Acquisition And Sale Of Real Property 1 days of the satisfaction of the Conditions to Closing set forth in Section 3, but in any event not later than one hundred twenty (120) days after the Opening (the "Outside Date"). The Closing shall occur at the office of the Escrow Agent within Orange County at a time and place reasonably agreed on by the parties. The "Closing" shall mean the time and day the Grant Deed is filed for recording with the Orange County Recorder and the Property Purchase Price is paid to Seller. The "Closing Date" shall mean the day on which the Closing occurs. 3. Conditions to Closing. The Conditions to the Closing are as follows: (a) Conveyance of the Property to City pursuant to the terms of the Grant Deed (see Section 4(a), below); (b) Escrow Agent's delivery of the Title Policy, in the amount of the full Property Purchase Price, subject only to the Permitted Exceptions (see Section 13.2, below); Section 4 hereof; (c) Satisfaction of all of Seller's obligations enumerated in (d) Satisfaction of all of City's obligations enumerated in Section 5 hereof; (e) City's review and acceptance of the Completion Report and the Property in accordance with the provisions of Section 8.4, below; and (f) All representations and warranties of City and Seller, respectively, contained herein shall be true and correct in all material respects as of the date of this Agreement and as of the Closing Date. 4. Seller's Obligations. Seller shall deliver the following to Escrow Agent no later than 12:00 o'clock noon, one (1) business day before the anticipated Closing: (a) Grant Deed to Property executed by Seller and notarized in the form of Exhibit "B" attached hereto and incorporated herein by this reference (the "Grant Deed"); and (b) Any additional documents that Escrow Agent may reasonably require from Seiler for the proper consummation of the transaction contemplated by this Agreement. S. City's Obligations. No later than 12:00 o'clock noon one (1) business day before the anticipated Closing, City shall deliver to Escrow Agent the following: (a) The Certificate of Acceptance (Attachment "1"to Exhibit "B") signed by City's authorized representative in the form attached to the Grant Deed; (b) The Cash Payment, less the Deposit that is applied to the Property Purchase Price, plus or minus applicable prorations, fees and adjustments to be paid by City in accordance with Section 12 hereof, in immediate, same-day federal funds; Agreement for Acquisition And Sale Of Real Property 2 (c) Form 8283 executed by City (see Section 18, below); and (d) Any additional documents that Escrow Agent may reasonably require from City for the proper consummation of the transaction contemplated by this Agreement. 6. Representations and Warranties. 6.1 The City represents and warrants to the Seller as follows: (a) To the City's Actual Knowledge, there are no actions, suits, material claims, legal proceedings, or any other proceedings pending or threatened against City that would materially and adversely affect City's ability to perform its obligations under this Agreement; (b) Neither the execution of this Agreement nor the performance of the obligations herein will conflict with or breach any of the provisions of any agreement to which City is a party or any agreement that, to City's Actual Knowledge, is binding upon City; (c) City has the legal right, power and authority to enter into this Agreement and to consummate the transactions contemplated hereby, and the execution, delivery and performance of this Agreement have been duly authorized and no other action by City is requisite to the valid and binding execution, delivery and performance of this Agreement, except as otherwise expressly set forth herein; and (d) Until the Closing, the City shall, upon learning of any fact or condition which would cause any of the warranties and representations in this Section 6.1 not to be true as of Closing, immediately give written notice of such fact or condition to Seller. 6.2 The Seller represents and warrants to the City as follows: (a) To the Seller's Actual Knowledge, there are no actions, suits, material claims, legal proceedings, or any other proceedings pending or threatened against Seller that would materially and adversely affect Seller's ability to perform its obligations under this Agreement; (b) Neither the execution of this Agreement nor the performance of the obligations herein will conflict with or breach any of the provisions of any agreement to which Seller is a party or any agreement that, to Seller's Actual Knowledge, is binding upon Seller; (c) Seller has the legal right, power and authority to enter into this Agreement and to consummate the transactions contemplated hereby, and the execution, delivery and performance of this Agreement have been duly authorized and no other action by Seller is requisite to the valid and binding execution, delivery and performance of this Agreement, except as otherwise expressly set forth herein; (d) To Seller's Actual Knowledge, there are no tenants or other Agreement for Acquisition And Sale Of Real Property 3 persons who have a possessory interest in the Property; (e) To Seller's Actual Knowledge, there are no pending or threatened actions, suits, material claims, legal proceedings, or any other proceedings affecting the Property or any portion thereof, at law, or in equity before any court or governmental agency, domestic or foreign; (f) To Seller's Actual Knowledge, there are no service contracts or other contracts affecting the Property or title to the Property; (g) If required or otherwise mandated, Seller has secured all approvals and authorizations from the California Public Utilities Commission and/or other governmental agencies with authority and jurisdiction over Seller's transfer of the Property to the City pursuant to the terms of this Agreement; and (h) Until the Closing, the Seller shall, upon learning of any fact or condition which would cause any of the warranties and representations in this Section 6.2 not to be true as of Closing, immediately give written notice of such fact or condition to City. 6.3 For purposes of this Section 6, the phrase "Actual Knowledge" shall mean actual (and not implied, imputed, or constructive) knowledge without any inquiry or investigation of any other parties, documents, proceedings or events. 6.4 The representations and warranties made by City and Seller in this Agreement shall survive the recordation of the Grant Deed for a period of six (6) months and any action for a breach of a party's representations or warranties must be made and filed within said six (6) month period. 7. Release and Waiver re: Valuation and Relocation Benefits. The value of the Property (and the amount of the Property Purchase Price) has been determined based upon negotiations at arm's-length and the Appraisal, and does not include consideration for any amounts required to be paid for relocation assistance pursuant to the Relocation Assistance Act (Government Code Section 7260, et seq.) and the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. Section 4601, et seq.), and any other applicable federal, state or local enactment regulation or practice. Seller has been fully advised by counsel of its choosing and forever waives and disclaims any claim for relocation benefits or assistance or any compensation based upon loss of goodwill, severance damages, improvements pertaining to the realty, attorneys fees, interest, court cost, or otherwise, and waive any right to receive an offer based on an appraisal, and agrees that the Property Purchase Price shall be the sole payment and compensation to the Seller for the sale of the Property to the City. 8. Condition of the Property; Remediation Work. 8.1 Site Assessment Report. The City acknowledges that on September 22, 2009, Leighton Consulting, Inc. ("Leighton") issued a "Site Assessment Report" which disclosed the existence of hazardous materials on, under, in, and about the Property. A copy of the Site Assessment Report is attached hereto as Exhibit "C". Agreement for Acquisition And Sale Of Real Property 4 8.2 Remediation Work. The Site Assessment Report recommended that "areas where soil contamination has been detected above the residential Regional Screening Level (RSL -R) be remediated by excavation and disposal to an appropriate facility." In accordance with the recommendation of the Site Assessment Report, Seller retained CleanHarbors to perform remedial excavation and grading operations upon the Property (the "Remediation Work") to achieve restoration of the Property consistent with the Remedial Action and Restoration Plan ("RARP") prepared by Seller (March 23, 2013) and the subsequent addendum thereto ("RARP Addendum") prepared by Leighton (August 5, 2013). Copies of the RARP and the RARP Addendum are attached hereto as Exhibit "D". The Remediation Work commenced on August 22, 2013 and was completed on September 4, 2013. 8.3 Geotechnical and Remedial Grading Completion Report. During the course of the Remediation Work, Seller retained the services of Leighton to monitor the performance of the Remediation Work. As part of Leighton's monitoring obligations, the company provided geotechnical observation and testing services, as well as verification of remedial soil removals during excavation and grading operations at the Property. At the conclusion of the Remediation Work (and upon completion of Leighton's monitoring obligations), Leighton prepared a document entitled "Geotechnical and Remedial Grading Completion Report" (the "Completion Report"). A copy of the Completion Report is attached hereto as Exhibit "E". Per the Completion Report, Leighton has opined that the Remediation Work was performed in accordance with the RARP, the RARP Addendum and in compliance with the geotechnical requirements of the City of Newport Beach. 8.4 City's Review of Completion Report and Property. City shall have thirty (30) days following the Opening to review the Completion Report and to inspect the condition of the Property (the "Inspection Period"). If the Completion Report and the condition of the Property are acceptable to City, then City shall so advise Seller (in writing) prior to the expiration of the Inspection Period and the Parties shall proceed with the Closing of the Escrow in accordance with the provisions of this Agreement. Alternatively, if the Completion Report and the condition of the Property are not acceptable to City, then City shall so advise Seller (in writing) and (i) this Agreement shall automatically terminate and be of no further force or effect (with the exception of those provisions which expressly survive the termination of this Agreement) and (ii) City shall be entitled to the return by the Escrow Agent of the Deposit. Should City fail to timely provide a notice of acceptance prior to the expiration of the Inspection Period, City shall be deemed to have rejected the Completion Report and the condition of the Property. 9. No New Contracts. Following the Opening, Seller will not enter into any contract that will be an obligation affecting the Property subsequent to the Closing, without the prior consent of the City, which shall not be unreasonably withheld or delayed. 10. Due Diligence. 10.1 Inspections in General. Commencing upon the Opening and continuing thereafter until the earlier of the Closing or the expiration/termination of this Agreement, the City, its agents, and employees shall have a limited license (the "License") to enter upon the Property for the purpose of making inspections at the City's Agreement for Acquisition And Sate Of Rea/ Property 5 sole risk, cost and expense. Before any such entry, City shall provide Seller with a certificate of insurance naming Seller as an additional insured and with an insurer and insurance limits and coverage reasonably satisfactory to Seller. All of such entries upon the Property shall (i) be at reasonable times during normal business hours and after at least forty-eight (48) hours prior notice to Seller or Seller's agent and (ii) not conflict with Seller's activities upon the Property. Seller or Seller's agent shall have the right to accompany the City during any activities performed by City on the Property. At Seller's request, City shall provide Seller (at no cost to Seller) with a copy of the results of any tests and inspections made by City, excluding only market and economic feasibility studies. If any inspection or test disturbs the Property, City will restore the Property to the same condition as existed before the inspection or test. City shall defend, indemnify and hold Seller, Seller's officers, directors, shareholders, agents, contractors and employees and the Property harmless from and against any and all losses, costs, damages, claims, or liabilities, including but not limited to, mechanic's and materialmen's liens and Seller's attorneys' fees, arising out of or in connection with City's, its agents, contractors, employees, or invitees entry upon or inspection of the Property. The provisions of this Section 10.1 shall survive the Closing or the earlier termination of this Agreement. 10.2 Invasive Environmental Inspections. The inspections under Section 10.1 may (upon prior coordination with, and receipt of written approval from, Seller) include invasive environmental inspections of the Property. Prior to performing any invasive environmental testing, City shall advise Seller, in writing, regarding the proposed scope of work and who will be performing the work (which work/contractor shall be subject to Seller's reasonable review and approval). At Seller's request, City shall deliver to Seller (at no cost to Seller) copies of any Phase II or other environmental reports to which Seller consents as provided above. 11. "AS IS" Acceptance of the Property at Closing. As of the Closing, City will have: (a) examined and inspected the Property and will know and be satisfied with the physical condition, quality, quantity and state of repair of the Property in all respects and by proceeding to Closing, City shall be deemed to have determined that the same is satisfactory to City; (b) reviewed all instruments, records and documents which City deems appropriate or advisable to review in connection with this transaction, including, but not by way of limitation, any and all plans, specifications, surveys, environmental assessments and reports, and City, by proceeding to Closing, shall be deemed to have determined that the same and the information and data contained therein and evidenced thereby are satisfactory to City; (c) reviewed all applicable laws, ordinances, rules and governmental regulations (including those relating to building, zoning and land use) affecting the development, use, occupancy or enjoyment of the Property, and City, by proceeding to Closing, shall be deemed to have determined that the same are satisfactory to City; and (d) at its own cost and expense, made its own independent Agreement for Acquisition And Sale Of Real Property 6 investigation respecting the Property and all other aspects of this transaction, and shall have relied thereon and on the advice of its consultants in entering into this Agreement, and City, by proceeding to Closing, shall be deemed to have determined that the same are satisfactory to City. TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW, AND EXCEPT FOR SELLER'S REPRESENTATIONS AND WARRANTIES IN SECTION 6.2 OF THIS AGREEMENT AND ANY WARRANTIES OF TITLE CONTAINED IN THE GRANT DEED DELIVERED AT THE CLOSING ("SELLER'S WARRANTIES"), THIS SALE IS MADE AND WILL BE MADE WITHOUT REPRESENTATION, COVENANT, OR WARRANTY OF ANY KIND (WHETHER EXPRESS, IMPLIED, OR, TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW, STATUTORY) BY SELLER. AS A MATERIAL PART OF THE CONSIDERATION FOR THIS AGREEMENT, CITY AGREES TO ACCEPT THE PROPERTY ON AN "AS IS" AND "WHERE IS" BASIS, WITH ALL FAULTS, AND WITHOUT ANY REPRESENTATION OR WARRANTY, ALL OF WHICH SELLER HEREBY DISCLAIMS, EXCEPT FOR SELLER'S WARRANTIES. EXCEPT FOR SELLER'S WARRANTIES, NO WARRANTY OR REPRESENTATION IS MADE BY SELLER AS TO FITNESS FOR ANY PARTICULAR PURPOSE, MERCHANTABILITY, DESIGN, QUALITY, CONDITION, OPERATION OR INCOME, COMPLIANCE WITH DRAWINGS OR SPECIFICATIONS, ABSENCE OF DEFECTS, ABSENCE OF HAZARDOUS OR TOXIC SUBSTANCES, ABSENCE OF FAULTS, FLOODING, OR COMPLIANCE WITH LAWS AND REGULATIONS INCLUDING, WITHOUT LIMITATION, THOSE RELATING TO HEALTH, SAFETY, AND THE ENVIRONMENT (INCLUDING, WITHOUT LIMITATION, THE ADA). CITY ACKNOWLEDGES THAT CITY HAS ENTERED INTO THIS AGREEMENT WITH THE INTENTION OF MAKING AND RELYING UPON ITS OWN INVESTIGATION OF THE PHYSICAL, ENVIRONMENTAL, ECONOMIC USE, COMPLIANCE, AND LEGAL CONDITION OF THE PROPERTY AND THAT CITY IS NOT NOW RELYING, AND WILL NOT LATER RELY, UPON ANY REPRESENTATIONS AND WARRANTIES MADE BY SELLER OR ANYONE ACTING OR CLAIMING TO ACT, BY, THROUGH OR UNDER OR ON SELLER'S BEHALF CONCERNING THE PROPERTY. ADDITIONALLY, CITY AND SELLER HEREBY AGREE THAT (A) EXCEPT FOR SELLER'S WARRANTIES, CITY IS TAKING THE PROPERTY "AS IS" WITH ALL LATENT AND PATENT DEFECTS, (B) EXCEPT FOR SELLER'S WARRANTIES, CITY IS SOLELY RELYING UPON ITS EXAMINATION OF THE PROPERTY, AND (C) CITY TAKES THE PROPERTY UNDER THIS AGREEMENT UNDER THE EXPRESS UNDERSTANDING THAT THERE ARE NO EXPRESS OR IMPLIED WARRANTIES (EXCEPT FOR THE LIMITED WARRANTIES OF TITLE SET FORTH IN THE GRANT DEED AND SELLER'S WARRANTIES CONTAINED IN THIS AGREEMENT). WITH RESPECT TO THE FOLLOWING, CITY FURTHER ACKNOWLEDGES AND AGREES THAT SELLER SHALL NOT HAVE ANY LIABILITY, OBLIGATION OR RESPONSIBILITY OF ANY KIND AND THAT SELLER HAS MADE NO REPRESENTATIONS OR WARRANTIES OF ANY KIND: (a) THE CONTENT OR ACCURACY OF ANY REPORT, STUDY, OPINION OR CONCLUSION OF ANY SOILS, TOXIC, ENVIRONMENTAL OR OTHER ENGINEER OR OTHER PERSON OR ENTITY WHO HAS EXAMINED THE PROPERTY OR ANY ASPECT THEREOF: OR Agreement for Acquisition And Sale Of Real Property 7 (b) THE CONTENT OR ACCURACY OF ANY OF THE ITEMS DELIVERED TO CITY PURSUANT TO CITY'S REVIEW OF THE CONDITION OF THE PROPERTY. CITY IS A SOPHISTICATED REAL ESTATE INVESTOR AND IS, OR WILL BE AS OF THE CLOSING, FAMILIAR WITH THE PROPERTY AND ITS SUITABILITY FOR CITY'S INTENDED USE. THE PROVISIONS OF THIS SECTION 11 SHALL SURVIVE INDEFINITELY ANY CLOSING OR TERMINATION OF THIS AGREEMENT AND SHALL NOT BE MERGED INTO THE DOCUMENTS EXECUTED AT CLOSING. CITY'S INITIALS 12. Escrow. Within ten (10) days after the execution of this Agreement by City and the Seller, the parties shall open escrow with International City Escrow, Inc., 5000 E. Spring St. #120, Long Beach, CA 90815 [Phone (562) 497-9777 / Fax (562) 497-9890], Attn: Irene Brodie (the "Escrow Agent"). 12.1 City shall deposit Twenty Thousand and No/100 Dollars ($20,000.00) with Escrow Agent within three (3) days of the Opening as a deposit toward the Property Purchase Price (the "Deposit"). The Deposit shall be refundable in full to the City if any of the conditions set forth in Section 3 of this Agreement cannot be satisfied or completed or if this Agreement is terminated prior to the Close of Escrow. 12.2 The City and Seller shall each pay one-half (1/2) all escrow fees, charges and costs (the "Escrow Fees") consisting of the following: (a) The Escrow Agent's fee; (b) The cost of any documentary transfer taxes, if any, on the Grant Deed; and (c) Fees for recording and filing all documents required by this Agreement in connection with the transfer of the Property, including the Grant Deed. 12.3 The Seller shall pay the costs associated with the standard CLTA owner's Title Policy (see Section 13.2, below). City shall pay the premiums and any additional costs (including any survey costs) associated with upgrading the title policy to an extended coverage policy and the cost of any endorsements to the Title Policy, if required by City. 12.4 Except to the extent otherwise specifically provided herein, all other expenses incurred by Seller and the City with respect to the negotiation, documentation and closing of this transaction, including, without limitation, City's and Seller's attorneys' fees, shall be borne and paid by the party incurring same. 12.5 If the Close of Escrow does not occur by reason of City's or Seller's default under this Agreement, then all Escrow Fees and title charges (including cancellation fees) shall be borne by the party in default. Agreement for Acquisition And Sale Of Real Property 8 13. Preliminary Title Report; Title Policy. 13.1 Preliminary Title Report. Within five (5) business days after the Opening, the Seller, at the Seller's expense, shall furnish City with a Preliminary Title Report on the Property issued by Stewart Title Guaranty Company (the "Title Company") and dated within thirty (30) calendar days of the Opening. The Preliminary Title Report shall be accompanied by legible copies of all underlying documents for all exceptions ("Exceptions") set forth in the Preliminary Title Report. The City shall have ten (10) business days from receipt of the Preliminary Title Report within which to give written notice to the Seller of the City's approval or disapproval of any of such Exceptions. The City's failure to give written approval of the Preliminary Title Report within such time limit shall be deemed disapproval of the Preliminary Title Report. No deeds of trust, mortgages or other liens, except for the lien of property taxes and assessments not yet due, shall be approved Exceptions. If the City notifies the Seller of its disapproval of any Exceptions in the Preliminary Title Report, or is deemed to have disapproved the Preliminary Title Report, the Seller shall have the right, but not the obligation, to remove any disapproved Exceptions within thirty (30) days after receiving written notice of the City's disapproval or provide assurances satisfactory to the reviewing party that such Exception(s) will be removed on or before the Closing. If the Seller cannot or does not elect to remove any of the disapproved Exceptions within that period, the City shall have ten (10) days after the expiration of such thirty (30) day period to either give the Seller written notice that the City elects to proceed with the acquisition subject to the disapproved Exceptions or to give the Seller written notice that the City elects to terminate this Agreement. The City shall have the right to approve or disapprove any Exceptions reported by the Title Company after the City has approved the condition of title for the Property. Neither parry shall voluntarily create any new exceptions to title following the date of this Agreement. 13.2 Title Policy. As a condition precedent to the Closing of Escrow, the Title Company shall have issued and delivered to City, or shall have committed to issue and deliver to City, with respect to the Property, a CLTA Owner's Standard Policy of Title (the "Title Policy") issued by the Title Company as of the date and time of the recording of the Grant Deed, in the amount of the Property Purchase Price, insuring the City as owner of good, marketable and indefeasible fee simple title to the Property, subject only to the Permitted Exceptions (as hereinafter defined). For purposes of this Agreement, "Permitted Exceptions" shall mean and include (a) any lien to secure payment of real estate taxes, including special assessments, not delinquent, (b) the lien of supplemental taxes assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code, (c) all matters which could be revealed or disclosed by a physical inspection or a survey of the Property and matters affecting the Property which are created by or with the written consent of City or which do not materially and deleteriously affect City's contemplated use of the Property; (d) all exceptions disclosed by the Title Report relating to the Property and which are approved or deemed approved by City in accordance with Section 13.1 hereof, and (e) all applicable laws, ordinances, rules and governmental regulations (including, without limitation, those relating to building, zoning and land use) affecting the development, use, occupancy or enjoyment of the Property. 14. Escrow Instructions. This Agreement constitutes the joint escrow Agreement for Acquisition And Sale Of Real Property 9 instructions of City and Seller, and Escrow Agent to whom these instructions are delivered is hereby empowered to act under this Agreement. The parties hereto agree to do all acts reasonably necessary to close this Escrow in the shortest possible time. 14.1 By 12 o'clock noon, on the last business day before Closing, City and Seiler will deposit the documents as required by Section 4 and 5 hereof with Escrow Agent. City and Seller agree to deposit with Escrow Agent and Title Company, as appropriate, any additional instruments as may be necessary to complete this transaction. 14.2 Insurance policies for fire or casualty are not to be transferred, and Seller will cancel its policies after the Closing. 14.3 All funds received in the Escrow (e.g., the Deposit) shall be deposited in a federally insured account acceptable to Seiler and City. 14.4 if Escrow Agent requires separate or additional escrow instructions which it deems necessary for its protection, Seller and City hereby agree promptly upon request by Escrow Agent to execute and deliver to Escrow Agent such separate or additional escrow instructions (the "Additional Instructions"). In the event of any conflict or inconsistency between this Agreement and the Additional Instructions, this Agreement shall prevail and govern, and the Additional Instructions shall so provide. The Additional Instructions shall not modify or amend the provisions of this Agreement unless otherwise agreed to in writing by Seller and City. 15. Tax and Assessment Adjustment Procedure. Escrow Agent is authorized and is instructed to comply with the following: 15.1 Pay and charge Seller for any unpaid delinquent real estate taxes imposed by any governmental authority ("Taxes') against the Property and/or penalties and interest thereon, and for any delinquent or non -delinquent assessments or bonds against the Property; and 15.2 Current Taxes and assessments with respect to the Property for the relevant tax year in which the Property is being sold and that are not yet due and payable or that have not yet been paid shall be prorated as of the Close of Escrow based upon the most recent ascertainable assessed values and tax rates and based upon the number of days City and Seller will have owned the Property during such relevant tax year; and 15.3 Seiler shall have the sole right, after the Closing, to apply to the County Tax Collector of Orange County for a refund of the amount over and above the amount of the Seller's pro rata share of Taxes then due. This refund would apply to the period after the City's acquisition of the Property, pursuant to Revenue and Taxation Code section 5096.7; and 15.4 Escrow Agent shall forward a separate receipt and check for prorated Taxes to Seller pursuant to Section 15.3 above, with separate written notice to City. Agreement for Acquisition And Sale Of Real Property 10 16. Closing Obligations; Authority of Escrow Agent. On the Closing Date, provided that the conditions set forth in Section 3 hereof have been satisfied or waived, Escrow Agent shall take the following actions in the order indicated below: (a) With respect to all closing documents delivered to Escrow Agent hereunder, and to the extent necessary, Escrow Agent is authorized to insert into all blanks requiring the insertion of dates the date of the recordation of the Grant Deed or such other date as Escrow Agent may be instructed in writing by Seller and City; (b) Deliver to Seiler, in cash or current funds, the Cash Payment (plus or minus, as the case may be, the amounts determined in accordance with the provisions of this Agreement (e.g., Seller's portion of the Escrow Fees)); (c) Deliver to Seiler the fully -executed Form 8283 (see Section 18, below); (d) Record the Grant Deed in the official records of Orange County California; (e) Deliver to City and Seller a conformed copy of the recorded Grant Deed and a copy of the executed Certificate of Acceptance; (f) Cause the Title Company to issue the Title Policy for the Property in accordance with the provisions of Section 13.2 hereof; and (g) Deliver to Seller and City a final closing statement which has been certified by Escrow Agent to be true and correct. In addition to the foregoing, Escrow Agent is authorized to, and shall: (i) Charge City and Seller for Escrow Fees in accordance with Section 12 of this Agreement; and (ii) Prepare and file with all appropriate governmental or taxing authorities a uniform settlement statement, closing statement, tax withholding forms including an IRS 1099-S form, and be responsible for withholding taxes, if any such forms are provided for or required by law. 17. Default and Damages. 17.1 Default by City. CITY AND SELLER HEREBY ACKNOWLEDGE AND AGREE THAT, IN THE EVENT THE CLOSE OF ESCROW FAILS TO OCCUR DUE TO A CITY DEFAULT (ALL OF THE CONDITIONS TO CITY'S OBLIGATIONS TO CLOSE HAVING BEEN SATISFIED OR WAIVED), SELLER WILL SUFFER DAMAGES IN AN AMOUNT WHICH WILL, DUE TO THE SPECIAL NATURE OF THE TRANSACTION CONTEMPLATED BY THIS AGREEMENT AND THE SPECIAL NATURE OF THE NEGOTIATIONS WHICH PRECEDED THIS AGREEMENT, BE IMPRACTICAL OR EXTREMELY DIFFICULT TO ASCERTAIN. IN ADDITION, CITY WISHES TO HAVE A LIMITATION PLACED UPON THE POTENTIAL LIABILITY OF CITY TO SELLER IN THE EVENT THE CLOSE OF ESCROW FAILS TO OCCUR DUE Agreement for Acquisition And Sale Of Real Property 11 TO A CITY DEFAULT, AND WISHES TO INDUCE SELLER TO WAIVE OTHER REMEDIES WHICH SELLER MAY HAVE IN THE EVENT OF A CITY DEFAULT. CITY AND SELLER, AFTER DUE NEGOTIATION, HEREBY ACKNOWLEDGE AND AGREE THAT THE AMOUNT OF $211,000,00 (THE "DAMAGES AMOUNT") REPRESENTS A REASONABLE ESTIMATE OF THE DAMAGES WHICH SELLER WILL SUSTAIN IN THE EVENT OF SUCH CITY DEFAULT (NOTABLY, REIMBURSEMENT FOR THE COSTS OF PERFORMING THE REMEDIATION WORK), CITY AND SELLER HEREBY AGREE THAT, IN THE EVENT THE CLOSE OF ESCROW FAILS TO OCCUR DUE TO A CITY DEFAULT, SELLER MAY (1) TERMINATE THIS AGREEMENT BY WRITTEN NOTICE TO CITY AND ESCROW AGENT, (11) CANCEL THE ESCROW AND RECEIVE THE DEPOSIT AND (111) COLLECT THE BALANCE OF THE DAMAGES AMOUNT FROM CITY AS LIQUIDATED DAMAGES, UPON SELLER'S EXERCISE OF THE FOREGOING RIGHTS, ESCROW AGENT SHALL IMMEDIATELY DELIVER THE DEPOSIT TO SELLER AND CITY SHALL PAY TO SELLER THE BALANCE OF THE DAMAGES AMOUNT, SUCH RETENTION OF THE DEPOSIT AND COLLECTION OF THE DAMAGES AMOUNT BY SELLER IS INTENDED TO CONSTITUTE LIQUIDATED DAMAGES TO SELLER PURSUANT TO SECTIONS 1671, 1676 AND 1677 OF THE CALIFORNIA CIVIL CODE, AND SHALL NOT BE DEEMED TO CONSTITUTE A FORFEITURE OR PENALTY WITHIN THE MEANING OF SECTION 3275 OR SECTION 3369 OF THE CALIFORNIA CIVIL CODE, OR ANY SIMILAR PROVISION. NOTHING IN THIS SECTION 17.1 SHALL (A) PREVENT OR PRECLUDE ANY RECOVERY OF ATTORNEYS' FEES OR OTHER COSTS INCURRED BY SELLER PURSUANT TO SECTION 19.3 OR (B) IMPAIR OR LIMIT THE EFFECTIVENESS OR ENFORCEABILITY OF THE INDEMNIFICATION OBLIGATIONS OF CITY CONTAINED IN SECTIONS 10.1 AND 19.1 HEREOF, SELLER AND CITY ACKNOWLEDGE THAT THEY HAVE READ AND UNDERSTAND THE PROVISIONS OF THIS SECTION 17.1 AND BY THEIR INITIALS IMMEDIATELY BELOW AGREE TO BE BOUND BY ITS TERMS. Seller's Initials(1>1— City's Initials: 17.2 Default by Seller. If Seiler defaults in its obligations to sell and convey the Property to City pursuant to this Agreement, City's sole and exclusive remedy shall be to elect one of the following: (a) to terminate this Agreement, in which event City shall be entitled to the return by the Escrow Agent of the Deposit, or (b) to bring a suit for specific performance provided that any suit for specific performance must be brought as to the Property within thirty (30) days of Seller's default, City's waiving the right to bring suit at any later date to the extent permitted by law. This Agreement confers no present right, title or interest in the Property to City and City agrees not to file a Its pendens or other similar notice against the Property except in connection with, and after, the proper filing of a suit for specific performance. 18. Donated Property, The parties acknowledge that the conveyance of the Property from Seller to City is intended to qualify as a Donated Property Over $5,000 pursuant to the rules and regulations of the Internal Revenue Service, Specifically, City is a qualified organization under Section 170(c) of the Internal Revenue Code and is desirous of acquiring the Property in order to implement City's public marina park project Agreement for Acquisition And Sate Of Real Property 12 TO A CITY DEFAULT, AND WISHES TO INDUCE SELLER TO WAIVE OTHER REMEDIES WHICH SELLER MAY HAVE IN THE EVENT OF A CITY DEFAULT. CITY AND SELLER, AFTER DUE NEGOTIATION, HEREBY ACKNOWLEDGE AND AGREE THAT THE AMOUNT OF $211,000.00 (THE "DAMAGES AMOUNT") REPRESENTS A REASONABLE ESTIMATE OF THE DAMAGES WHICH SELLER WILL SUSTAIN IN THE EVENT OF SUCH CITY DEFAULT (NOTABLY, REIMBURSEMENT FOR THE COSTS OF PERFORMING THE REMEDIATION WORK). CITY AND SELLER HEREBY AGREE THAT, IN THE EVENT THE CLOSE OF ESCROW FAILS TO OCCUR DUE TO A CITY DEFAULT, SELLER MAY (I)TERMINATE THIS AGREEMENT BY WRITTEN NOTICE TO CITY AND ESCROW AGENT, (11) CANCEL THE ESCROW AND RECEIVE THE DEPOSIT AND (111) COLLECT THE BALANCE OF THE DAMAGES AMOUNT FROM CITY AS LIQUIDATED DAMAGES. UPON SELLER'S EXERCISE OF THE FOREGOING RIGHTS, ESCROW AGENT SHALL IMMEDIATELY DELIVER THE DEPOSIT TO SELLER AND CITY SHALL PAY TO SELLER THE BALANCE OF THE DAMAGES AMOUNT. SUCH RETENTION OF THE DEPOSIT AND COLLECTION OF THE DAMAGES AMOUNT BY SELLER IS INTENDED TO CONSTITUTE LIQUIDATED DAMAGES TO SELLER PURSUANT TO SECTIONS 1671, 1676 AND 1677 OF THE CALIFORNIA CIVIL CODE, AND SHALL NOT BE DEEMED TO CONSTITUTE A FORFEITURE OR PENALTY WITHIN THE MEANING OF SECTION 3275 OR SECTION 3369 OF THE CALIFORNIA CIVIL CODE, OR ANY SIMILAR PROVISION. NOTHING IN THIS SECTION 17.1 SHALL (A) PREVENT OR PRECLUDE ANY RECOVERY OF ATTORNEYS' FEES OR OTHER COSTS INCURRED BY SELLER PURSUANT TO SECTION 19.3 OR (B) IMPAIR OR LIMIT THE EFFECTIVENESS OR ENFORCEABILITY OF THE INDEMNIFICATION OBLIGATIONS OF CITY CONTAINED IN SECTIONS 10.1 AND 19.1 HEREOF. SELLER AND CITY ACKNOWLEDGE THAT THEY HAVE READ AND UNDERSTAND THE PROVISIONS OF THIS SECTION 17.1 AND BY THEIR INITIALS IMMEDIATELY BELOW AGREE TO BE BOUND BY ITS TERMS. Seller's Initials: City's Initials: 17.2 Default by Seller. If Seller defaults in its obligations to sell and convey the Property to City pursuant to this Agreement, City's sole and exclusive remedy shall be to elect one of the following: (a) to terminate this Agreement, in which event City shall be entitled to the return by the Escrow Agent of the Deposit, or (b) to bring a suit for specific performance provided that any suit for specific performance must be brought as to the Property within thirty (30) days of Seller's default, City's waiving the right to bring suit at any later date to the extent permitted by law. This Agreement confers no present right, title or interest in the Property to City and City agrees not to file a lis pendens or other similar notice against the Property except in connection with, and after, the proper filing of a suit for specific performance. 18. Donated Property. The parties acknowledge that the conveyance of the Property from Seller to City is intended to qualify as a Donated Property Over $5,000 pursuant to the rules and regulations of the Internal Revenue Service. Specifically, City is a qualified organization under Section 170(c) of the Internal Revenue Code and is desirous of acquiring the Property in order to implement City's public marina park project Agreement for Acquisition And Sale Of Real Property 12 (the "City Project"). City acknowledges that the appraised value of the Property is $1,500,000.00; however, City has not heretofore allocated or budgeted cash resources to pay the full Property Purchase Price to Seller. Seller is willing to assist City in pursuing the City Project by (i) accepting the Cash Payment as consideration for the sale of a portion of the Property (the "Sale Portion") and (ii) making a charitable contribution to City of the balance of the Property (the "Donation Portion"). The parties agree that the value of the Donation Portion of the Property is $900,000.00 (the "Charitable Donation Value"). The parties shall work cooperatively and in good faith to facilitate Seller's receipt of a tax deduction for the Donation Portion that is equal to the Charitable Donation Value. In this regard, Seller shall, following the Opening, submit to City a completed I.R.S. Form 8283 - Noncash Charitable Deductions ("Form 8283") reflecting the Donated Property sale aspects of this Agreement. Within fifteen (15) days following City's receipt of the completed Form 8283, City shall execute the Form 8283 (i.e., complete donee acknowledgment portions) and deliver the completed instrument to Escrow Agent. At the Closing, Escrow Agent shall deliver the fully -executed Form 8283 to Seller; thereafter, Seller shall be entitled to file the completed Form 8283 with the Internal Revenue Service and seek/obtain the contribution deduction identified therein. At all times prior to and following the Closing, City shall provide such additional documentation and/or assistance as Seller shall reasonably require to facilitate Seller's receipt of the contribution deduction for conveyance of the Donation Portion. 19. General Provisions. 19.1 Brokers. City and Seller each represent and warrant to the other that it has not used any finder, broker or real estate agent in connection with this transaction, and agrees that it shall indemnify and hold the other harmless from and against all brokerage commissions or finder's fees and claims therefore, payable in connection with the acquisition/disposition of the Property and resulting from the acts or omissions of such indemnifying party. If either party elects to be represented by a real estate agent or broker, said party ("Represented Party') shall be liable for the payment of any and all commission or fees for the Represented Party's real estate agent or broker. 19.2 Successors and Assigns. This Agreement shall be binding upon and shall inure to the benefit of City and Seller and their respective heirs, personal representatives, successors and assigns. 19.3 Attorneys' Fees. If any legal action or other proceeding is brought or if an attorney is retained for the enforcement of this Agreement or any portion thereof, or because of any alleged dispute, breach, default or misrepresentation in connection with any of the provisions of this Agreement, the prevailing party shall be entitled to recover from the other reimbursement for the reasonable fees of attorneys and other costs (including court costs and witness fees) incurred by it, in addition to any other relief to which it may be entitled. The term "prevailing party" means the party obtaining substantially the relief sought, whether by compromise, settlement or judgment. 19.4 Approvals and Notices. Any approval, disapproval, demand, document or other notice ("Notice") which either party may desire or be required to give to the other party under this Agreement must be in writing and may be given by any commercially acceptable means to the party to whom the Notice is directed at the address of the party as set forth below, or at any other address as that party may later Agreement for Acquisition And Sale Of Real Property 13 designate by Notice. Any Notice given under this paragraph, whether personally or by mail, shall be deemed received only upon actual receipt by the intended party. To Seller Southern California Edison Real Estate Revenue 2131 Walnut Grove Avenue G.O. 3 Second Floor Rosemead, CA 91770 Attn: Brent Schamberg To City: City of Newport Beach Attention: City Manager 100 Civic Center Drive Newport Beach, CA 92658-8915 Via overnight delivery: City of Newport Beach Attention: City Manager P.O. Box 1768 100 Civic Center Drive Newport Beach, CA 92658-8915 19.5 Jurisdiction and Venue. This Agreement shall be construed under the laws of the State of California. The parties consent to the jurisdiction of the California courts with venue in the County of Orange. 19.6 Titles and Captions. Titles and captions are for convenience of reference only and do not define, describe or limit the scope or the intent of this Agreement or of any of its terms. References to section numbers are to sections in this Agreement, unless expressly stated otherwise. 19.7 Interpretation. As used in this Agreement, masculine, feminine or neuter gender and the singular or plural number shall each be deemed to include the others where and when the context so dictates. The word "including" shall be construed as if followed by the words "without limitation." This Agreement shall be interpreted as though prepared jointly by both parties. 19.8 No Waiver. A waiver by either party of a breach of any of the covenants, conditions or agreements under this Agreement to be performed by the other party shall not be construed as a waiver of any succeeding breach of the same or other covenants, agreements, restrictions or conditions of this Agreement. 19.9 Modifications. Any alteration, change or modification of or to this Agreement, in order to become effective, shall be made in writing and in each instance signed on behalf of each party. 19.10 City Approvals, The City Manager of the City of Newport Beach is hereby authorized, on behalf of the City, to sign all documents necessary and appropriate to carry out and implement this Agreement and to administer the City's obligations, responsibilities and duties to be performed under the Agreement. Agreement for Acquisition And Sale Of Real Property 14 19.11 Severability. If any term, provision, condition or covenant of this Agreement or its application to any party or circumstances shall be held, to any extent, invalid or unenforceable, the remainder of this Agreement, and the application of the term, provision, condition or covenant to persons or circumstances other than those as to whom or which it is held invalid or unenforceable, shall not be affected, and shall be valid and enforceable to the fullest extent permitted by law. 19.12 No Third Party Beneficiaries. This Agreement is for the sole and exclusive benefit of the parties hereto and their respective permitted successors and assigns, and no third party is intended to, or shall have, any rights hereunder. 19.13 Possession of the Property. City shall first be entitled to possession of the Property on the Closing Date. 19.14 Computation of Time. The time in which any act is to be done under this Agreement is computed by excluding the first day (such as the day escrow opens), and including the last day, unless the last day is a holiday or Saturday or Sunday, and then that day is also excluded. The term "holiday" shall mean all holidays as specified in Section 6700 and 6701 of the California Government Code. If any act is to be done by a particular time during a day, that time shall be Pacific Standard Time. 19.15 Legal Advice. Each party represents and warrants to the other the following: they have carefully read this Agreement, and in signing this Agreement, they do so with full knowledge of any right which they may have; they have received independent legal advice from their respective legal counsel as to the matters set forth in this Agreement, or have knowingly chosen not to consult legal counsel as to the matters set forth in this Agreement; and, they have freely signed this Agreement without any reliance upon any agreement, promise, statement or representation by or on behalf of the other party, or their respective agents, employees, or attorneys, except as specifically set forth in this Agreement, and without duress or coercion, whether economic or otherwise. 19.16 Time of Essence. Time is expressly made of the essence with respect to the performance by City and Seiler of each and every obligation and condition of this Agreement including, without limitation, the Closing. 19.17 Cooperation. Each party agrees to cooperate with the other in the Closing of this transaction and, in that regard, to sign any and all documents which may be reasonably necessary, helpful, or appropriate to carry out the purposes and intent of this Agreement including, but not limited to, releases or additional agreements. 19.18 Acquisition Not Under Threat of Eminent Domain. City possesses the power, under California law, to acquire the property by eminent domain, but it is not contemplating the use of its eminent domain power as part of the acquisition of the Property. 19.19 Agreement in Total. (a) Entire Agreement. This Agreement contains the entire understanding between the parties relating to the transaction contemplated by this Agreement for Acquisition And Sale Of Real Property 15 Agreement. No subsequent agreement, representation, or promise made by either party hereto, or by or to an employee, officer, agent or representative of either party shall be of any effect unless it is in writing and executed by the party to be bound thereby. Each party hereto acknowledges that this Agreement accurately reflects the agreements and understandings of the parties hereto with respect to the subject matter hereof and hereby waive any claim against the other party which such party may now have or may hereafter acquire to the effect that the actual agreements and understandings of the parties hereto with respect to the subject matter hereof may not be accurately set forth in this Agreement. (b) Counterparts. This Agreement may be signed in multiple counterparts which, when signed by all parties, shall constitute a binding agreement. (c) Exhibits Incorporated by Reference. All exhibits, schedules and attachments attached to this Agreement are incorporated in this Agreement by this reference. This Agreement includes seventeen (17) pages and Exhibits "A" through "E". Agreement for Acquisition And Sale Of Real Property 16 IN WITNESS WHEREOF, City and Seller have signed this Agreement on the dates set forth below. Dated: Dated: SELLER: SOUTHERN CALIFORNIA EDISON COMPANY, a California corporation By: Name; Title: _ Via- Pres 0J— 0 Name: Title: CITY: CITY OF NEWPORT BEACH, a California municipal corporation and charter city By: Keith D. Curry, Mayor ATTEST: Leilani Brown, City Clerk APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY Aaron C. Harp �5 1,gjo City Attorney `�1'` ��! Agreement for Aoqulslflon And Sale Of Real Properly 17 IN WITNESS WHEREOF, City and Seller have signed this Agreement on the dates set forth below. Dated: Dated: Dated: 4 1-�4 ATTEST: By: admM ' VV Leilani Brown, City Clerk APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY By- 0 - 4 Aaron C. Harp �1. \ 1 � �� lq t f3 City Attorney `� SELLER: SOUTHERN CALIFORNIA EDISON COMPANY, a California corporation Name: Title: By: Name: Title: CITY: CITY OF NEWPORT BEACH, a California municipal corporation and charter city By: Keith D. Curry, Mayor Agreement for Acquisition And Sale Of Real Property 17 EXHIBIT "A" LEGAL DESCRIPTION OF SUBJECT PROPERTY Lots 9 and 10 in Block 115 of Tract No. 234, in the City of Newport Beach, County of Orange, State of California, as shown on a map recorded in Book 13, Pages 36 and 37, of Miscellaneous Maps, in the Office of the County Recorder of said County. (End of Legal Description) Exhibit A RECORDING REQUESTED BY AND WHEN RECORDED, MAIL TO: City Clerk City of Newport Beach 3300 Newport Boulevard PO Box 1768 Newport Beach, California 92663-3884 RECORDING FEE EXEMPT PER GOVT. CODE SEC. 6103 & 27383 (Space Above for Recorder's Use) DOCUMENTARY TRANSFER TAX $ NONE Cc3[7_lkd91447 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, SOUTHERN CALIFORNIA EDISON COMPANY, a California corporation ("Grantor"), hereby GRANTS to the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("Grantee'), the real property ("Property") located at 1516 W. Balboa Blvd., in the City of Newport Beach, County of Orange, State of California, Assessors Parcel Number 047-222-10, more particularly described as: Lots 9 and 10 in Block 115 of Tract No. 234, in the City of Newport Beach, County of Orange, State of California, as shown on a map recorded in Book 13, pages 36 and 37 of Miscellaneous Maps in the Office of the County Recorder of said County. Southern California Edison Company, a California corporation Dated: By: Name: Title: Dated: By: Name: Title: Exhibit B ATTACHMENT NO. "1" TO EXHIBIT "B" CERTIFICATE OF ACCEPTANCE This CERTIFICATE OF ACCEPTANCE is to certify that the interest in real property, by and between the City of Newport Beach, a California municipal corporation and charter city, as Grantee, and Southern California Edison Company, a California corporation, as Grantor, is hereby accepted on 20_ by the undersigned officer on behalf of the City of Newport Beach pursuant to authority conferred by Resolution No. 1992-82 of the City Council adopted on July 27, 1992. The City of Newport Beach consents to the recordation of said document in the Office of the Recorder of Orange County, State of California. APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY By: City Attorney ATTEST: By: Leilani I. Brown, City Clerk State of California County of ORANGE CITY OF NEWPORT BEACH, A Municipal Corporation By: David Kiff, City Manager On , 20 before me, , Notary Public, personally appeared DAVID KIFF, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity(ies), and that by his signature on the instrument the person, or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Exhibit B (Seal) STATE OF CALIFORNIA ) ) ss. COUNTY OF ) m 2013 before me, personally appeared who proved to me on the basis of satisfactory evidence to the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under penalty of perjury under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. 4TITIM: STATE OF CALIFORNIA ) ) ss. COUNTY OF ) On 2013 before me, personally appeared who proved to me on the basis of satisfactory evidence to the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under penalty of perjury under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Exhibit B i y 4�`�� 1 tgkk1.1.,rax ,��J�4s�d tS 75v��: .i r�.�'r. A , f `3 t 'Y4 ." v,C- I ;.4*'tAN"t TRANSMITTAL To: City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, California 92663 Attention: Mr. Mark Reader Transmitted: X Mail/Overnight Courier Pick Up Email The Following: Draft Report X Final Report Extra Report Proposal Other Date: September 24, 2009 Project No, 602497-003 X Your Use As Requested Subject: Site Assessment Report, Marina Park, 1516 West Balboa Boulevard, Newport Beach California Distribution: (2 + 4 cd) Addressee LEIGHTON CONSULTING, INC. By: Meredith Church 17781 Cowan a Irvine, CA 92614.6009 949:250.1421 ■ Fax 949.250.1114 wwww.leightonconsulting.com �r 3300 Newport Boulevard Newport Beach, Callfomia 92663 Project No. 602497-003 September 22, 2009 Leighton g ` s p �gg 'Ll��s"3.ia,.Oyy 4 C"+iY�:��f..oln lUng, nc. September 22, 2009 Project No. 602497-003 To: City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, California 92663 Attention: Mr. Mark Reader Subject. Site Assessment Report, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California Leighton Consulting, hie,, (Leighton Consulting) is pleased to present this Site Assessment Report summarizing environmental conditions in association with the property located at 1516 West Balboa Boulevard, in Newport Beach, California (referred to as the "Subject Property'', Figure 1— Site Location Map). This report is based on Leighton Consulting's "Revised Proposal to Perform Additional Site Assessment, Marina Park, 1516 Brest Balboa Boulevard, Newport Beach, CalRlbrnid% dated July 17, 2009 (Leighton Consulting, 2009a). References are presented in Appendix A. SITE BAGKGROUN The subject property is a rectangular parcel that is approximately 5„360 square feet in size located on the Balboa Peninsula, north of West Balboa Boulevard between 15s' and 1601 Streets in Newport Beach, California (Figure 1, Site Location Map). The subject property was formerly used as an electrical substation by Southern California Edison from at least 1929 to 2008 (Figure 2, Site Aerial Photograph). The control room and the transformers were removed in 2008 and the subject property is currently vacant. The site is proposed to be used as a parking lot for the Marina Park development. 17781 Cowan a ]urine, CA 92614-6009 949.250.1421 a Fax 949.250.1114 a www.leigbwncmasulting.com 602497-003 Leighton Consulting conducted a 'Phase I and Phase II ESA for the Subject Property to assess for potential subsurface impacts from equipment and hazardous substances, such as PCB -containing oil, associated with the former electrical substation (Leighton Consulting, 2009b), Soil sample locations were selected based on aerial photographs, a site plan provided by Southern California Edison depicting the locations of the former equipment, and a discussion with Mr. Bernard Rapan regarding the Iocation of equipment that may have contained PCBs, On March 10, 2009, Leighton Consulting advanced five hand auger borings at the subject property to a maximum depth of 2 feet bgs and collected from each location a soil sample at a depth of approximately 0.5 feet bgs and the second between 1.3 and 2.0 feet bgs. Soil conditions were very gravelly with cobbles and refusal was encountered in boring B2, B3, and B4 at 1.5, 1.3, and L8 feet bgs, respectively, and soil samples were obtained from the maximum depth reached at these locations. All of the soil samples (10 total) were analyzed for total petroleum hydrocarbons —carbon chain (TPH-cc, C8 -C40), by EPA 8015E and for PCBs by EPA Method 8082. Based on the initial results, the three samples with the highest TPH-cc results were also analyzed for semi -volatile organic compounds (SVOCs), and the three samples with the highest results in the C8 -C10 range were also analyzed for volatile organic compounds (VOCs) and TPH as gasoline (TPH-g). TPH-cc was detected in nine of the ten samples at concentrations ranging from 16 milligrams per kilogram (mg/kg) to I10 mg/kg. TPH-g (C4 -C12) was not detected above laboratory limits in the three samples analyzed. The soil screening levels established by the RWQCB are 100 mg/kg for gasoline (C4 -C12) and diesel (C13 -C22), and 1,000 mg/kg for heavy hydrocarbons (C23 - C32) (CRWQCB,1996). Aroclor 1248, a PCB, was detected in one sample, BS -0.5 at 0,048 mg/kg. In addition, Aroclor 1254 was detected in four of the ten samples from 0.022 mg/kg to 92 mg/kg. The Industrial Regional Screening Level (RSL -1) for Aroclor 1248 and Aroclor 1254 is 0.74 mg/kg for each (USEPA, 2008). No additional PCBs were detected at the subject property. No VOCs or SVOCs were detected in the samples analyzed. Based on the results of the initial Phase II ESA, Leighton Consulting recommended that additional samples should be obtained at the subject property to assess the vertical and lateral impacts to soil, and to assess potential impacts to groundwater. The boring locations and summary of the detected analytes from the initial Phase II ESA, and this subsequent Site Assessment, are shown on Figure 3, Site Plan and Laboratory Data Summary. The laboratory report and results of the laboratory analysis are included as Appendix B and Table 1, respectively. t -2- 602497-003 Boring Location Mark Out and Underground Service Alert (USA) Leighton Consulting delineated the site with white paint as appropriate for USA identification. USA was then contacted at least 48 hours prior to the commencement of field activities to designate underground utility locations. Health and Safety Plan A Site Specific Health and Safety Flan (HSP) was prepared for work to be performed at the site. The HSP complied with the Occupational Safety and Health Administration (OSHA) regulation 29 CFR 1910:124. All onsite personnel signed the HSP acknowledging acceptance. The document was kept onsite at all times during the field activities. Environmental Borings On August 3, 2009, Leighton observed and directed field activities during the advancement of 8 direct -push soil borings by Millennium Environmental, Inc. (Millennium). Millennium's hydraulically -driven drilling rods were 1.5 inches in diameter and constructed of steel with a hardened drop-off steel tip. The sampling tip was decontaminated between each sample location by triple washing in water with a phosphate free detergent, water, and deionized water. Soil borings were advanced to a total depth of 8 feet bgs and groundwater was encountered between 5:5 to 7 feet bgs. Soil samples were obtained in acetate sleeves at 2 feet bgs, 5 feet bgs and/or the soil/groundwater interface. In addition, a grab groundwater sample was obtained from each location. The table below summarizes the sample location depth: Boring — Depth to Groundwater (feet bgs) Sample Depth (feet bgs) 136 7 2, 5, 7, GW B7 7 2, 5, 7, GW B8 5.9 2, 5, GW; GW duplicate B9 6 2.6, GW B10 6 2, 6, GW Bl 1 5 2, 5, GW B12 6 2, 6, OW B13 5.5 2, 5, GW 0 -3- 602497-003 Soil sample headspace readings were recorded with a photoionization detector (PID). The soil samples retained from each boring were immediately placed in an ice -cooled chest for temporary storage, and transported to Advanced Technology Laboratories (ATL) in Signal Hill, a State of California Certified laboratory for chemical analysis. The soil boring logs are included in Appendix C. A total of 27 soil and groundwater samples from the 8 boring locations were submitted to ATL for analysis. Samples were analyzed for one or more of the following constituents • TPH-g by EPA Method 8015b (C4 -C12) • TPH-cc by EPA Method 8015b (C8 -C40) • PCBs by EPA Method 8082 • VOCs by EPA Method 8260b • SVOCs by EPA Method 8274c Standard laboratory quality control procedures were conducted and included the running of blanks, matrix -spike samples and matrix -spike duplicate samples. The laboratory report and results of the laboratory analysis are included as Appendix B and Table 1, respectively. LAW&NMLVWWG... firJ—U-0 I MEW •-0 0• • ,o �" According to the Soil Survey of Orange County and Western Part of Riverside County, the Site is located within the soil type of "beaches." Beaches is described as sandy, gravelly, or cobbly coastal shores that are washed and rewashed by tidal and wave action (United States Department of Agriculture, 1978). Soils encountered during the subsurface investigation at the Subject Property consisted of silt, cobbly silt, silty sand, poorly graded sand, and cobbly sand to the total depth explored of 8 feet bgs. Groundwater was encountered between 5.5 to 7 feet bgs. The Pacific Ocean is located 650 feet to the southwest of the Subject Property and a marina with boat slips in the Newport Channel of Newport Bay is located approximately I80 feet to the northeast of the Subject Property; therefore, the groundwater gradient is expected to be variable. -4- ? 602497-003 Total petroleum hydrocarbons — carbon chain (TPH-cc, C8 -C40), was not detected the soil samples analyzed, with the exception of B7-5' at a concentration of 41 mg1g, TPH-cc was not detected in the deeper soil sample obtained at B7-7' or in the groundwater from Boring B7. During the previous investigation consisting of Borings B1 -B6, TPH-cc had been detected at a concentration from 16 mgrlcg to 110 mg/kg in nine of the ten soil samples. The soil screening levels established by the RWQCB are 100 mg/kg for gasoline (C4 -C12) and diesel (C13 -C22), and 1,000 mg/kg for heavy hydrocarbons (C23 -C32) (CRWQCB, 1996). Two of the samples contained TPH-cc over 100 mg/kg, B1-0.5' and B3-1,3' at 110 mg/kg each; however, approximately half ofthe TPH was in the heavy hydrocarbon range from C28 -C40. The PCB Aroclor 1254 was detected in four of the samples analyzed, B7-2' at 0.36 mg/kg, B7-5' at 0.059 mg1g, B9-2.0' at 0,35 mg/kg, and BIO -2' at 0.28 mg/kg, The PCB Aroclor 1242 was detected in two samples analyzed: B7-7.0' at 0.036 mg/kg and B12-2.0' at 0.028 mg/kg. PCBs were not detected in the remaining soil samples analyzed. In the previous investigation consisting of Borings Bl -B6, the PCB Aroclor 1248, was detected in one sample, 115-0.5 at 0.048 mg/kg. In addition, Aroclor 1254 was detected in four of the ten samples from 0.022 mg/kg to 92 mg/kg. The Residential and Industrial Regional Screening Level (RSL -R and RSL -1) for Aroclor 1242, 1248, and 1254 is 0.22 mg/kg and 0.74 mg/kg for each, respecitvely (USEPA, 2009). TPH-g, VOCs, and SVOCs were not detected above the laboratory detection limits in the soil samples analyzed, with the exception that several SVOCs were detected in B7-5,0 feet bgs, including benzo(a)antbracene at 0.44 mg/kg, chrysene at 0.43 mg/kg, flumanthene at 0.47 mg/kg, phenanthrene at 0.46 mg/kg, and phenanthrene at 0.76 mg/kg. All of the SVOCs were below their corresponding RSL -I, and all were below their corresponding RSL -R, with the exception of benzo(a)anthracene (the RSL -R is 0.15 mg/kg). TPH-g, TPH-cc, and PCBs were not detected in any of the groundwater samples, with the exception that TPH-ce was detected in the groundwater from B6 at the northwest corner of the Subject Property at a concentration of 0.68 milligrams per liter (mg/.). The analytical results are summarized in Table 1, located at the rear of the report text. The laboratory reports are included as Appendix B. A soil laboratory data map that summarizes the detected analytes (TPH-cc and PCBs) is included as Figure 3. -5- 602497-003 K91 UsIX114 The PCB Aroclor 1254 was detected above the RSL -I of 0.78 mg/kg in two soil samples; BI -0.5' at 4.2 mg/kg and B5-2.0' at 92 mg/kg. Additionally, Aroclor 1254 was detected above the RSL - R of 0.22 mg/kg in three soil samples, B7-2.0' at 0.36 mg/kg, B9-2.0' at 0.35 mg/kg, and BIO- 2,Omg/kg. In addition, the SVt1C benzo(a)anthracene was detected above the RSL -R of 0,15 mg/kg in one soil sample, B7-5 at 0.44 mg/kg. The California Regional Water Quality Control Board (CRWQCB) has developed maximum soil screening levels for Total Petroleum Hydrocarbons (TPH) above drinking water aquifers. Since there is no adequate measure of risk or toxicity of TPH, the screening levels for TPH is based on the carbon range numbers of the TPH (CRWQCB 1996, Table 4-1). The maximum screening levels for soil located 0 to 20 feet above groundwater is as follows: C4 — C12 (gasoline range): 100 mg/kg, C13 — C22 (diesel range): 100 mg/kg, C23 - C32 (oil range): 1,000 mg/kg. These ranges reflect the mobility of the materials; the shorter carbon chain TPH moves more easily in soil than the longer carbon -chain. Soil with TPH detected below the soil screening levels with no additional hazardous constituents present generally may remain onsite without posing a threat to the groundwater or human health. Two of the samples contained TPH-cc over 100 mg/kg, B1-0.5' and B3-1.3' at 110 mg/kg each; however, approximately half of the TPH was in the heavy hydrocarbon range from C28 -C40. Based on the laboratory results, the detected levels of TPH in the samples analyzed were below the maximum soil screening levels established by the CRWQCB (CRWQCB, 1996). In addition, the Subject Property is located adjacent to Newport Bay and the groundwater is expected to be brackish and not suitable for drinking water. The TPH-impacted soil is not expected to be a threat to groundwater or human health. The Subject Property is reportedly to be developed with an asphalt paved parking lot for the Marina Park project, Because the proposed development is for commercial purposes, the Site should be remediated to at least industrial standards; however, itis recommended that the Site be remediated to the more conservative residential standards. Leighton Consulting recommends that areas where soil contamination has been detected above the residential Regional Screening Level (RSL -R) be remediated by excavation and disposal to an appropriate facility. The approximate area and depth recommended for excavation is depicted on Figure 3. A depth of approximately 5 feet bgs is recommended for the area with the exception of B7, where a depth of 6 feet bgs is recommended. Confirmation soil samples should be taken to ensure that the RSL -R target goals have been met, and confrtnation samples may limit or expand the area and depth required for excavation to meet these goals. -6- 602497-003 It is Leighton Consulting's opinion that the low levels of TP11-cc; detected in the groundwater from the northwest corner of the subject property appears to be from an offsite source and is not considered likely to be a threat to human health or the environment or to require mitigation. The offsite source may possibly be from the use of Newport Harbor for boating and marina purposes or from a former gasoline release to soil and groundwater by a Mobil gas station located at 1500 Balboa Boulevard located approximately 90 feet to the east of the Subject Property. If the City of Newport Beach desires a closure letter from a regulatory agency, this report should be submitted to the Orange County Health Care Agency (OCHCA) and an agreement for the voluntary oversight program should be requested. If oversight is requested, the OCHCA requires an approved Remedial Action Plan (RAP) and a Workplan prior to mitigation. We appreciate the opportunity to serve the City of Newport Beach. Please do not hesitate to call the undersigned at (949)-6814208, if you have any questions regarding the findings of this report. Respectfully submitted, LEIGHTON CONSULTING, INC. Meredith Church, PG 8326 Project Geologist Senior Reviewer: Richard Williams, PG Attachments: Figure I — Site Location Map Figure 2 — Site Aerial Photograph Figure 3 — Site Plan and Laboratory Data Summary Table 1— Soil Analytical Results Summary Appendix A—References Appendix B — Laboratory Analytical Results Appendix C — Soil Boring Logs Distribution:(2 + 4 ed) Addressee -7- 0 d� �ied ties +' Yt '# s 0 2,000 4,000 SCALE FEET 9aWe la1,asst,Canp wmy,1979naaacncwaa�angre; CaMom7a 1,5 aenea.Ors,lacCaun{y, 1878 1516 West Balboa Boulevard Newport Beach, California �+pry�G E �+LOy Project No. SITE G CADg '®N 602497-003 MAP Date August 2009 w Figure 1 h'ub'•ztl�?awwnWcatxrm�pn�aw6w_ooT amtwfv+uarmm Sample 7PH-cc PCBs: ID ', B6.2.0 <10 <O.o33 <10 <0.033 <10 N NA 0.66 T<O.tl05 Sample ID TPHcc Arodor 1264 81.0.5 110 4.2 H1.2.0 I <10 <0.016 <10 <10 cb m S'ad:7oa give, Note: All structures have been removed from the site and It is presently vacant. t�87-2.0 - a l B2-0.5 1 70 <10 S6 0.022 87-5.0°.. 41 11 KV Switchrac B7-7.0 S xiors B7-GWl 2,544 j 2$ MDC 1516 West Balboa Blvd GE, Co: m 0 DO 5 3-$00 KVA a g 1114 KV q BG 16 A CID . Co. 69 ` X4.1000 KVA f r" E <1'. C 865;0 <11 S'ad:7oa give, Note: All structures have been removed from the site and It is presently vacant. t�87-2.0 <10 <16 0.022 87-5.0°.. 41 <16 B7-7.0 <10 0.03 B7-GWl <0.20 <O.00f Bae MDC 1516 West Balboa Blvd GE, Co: Date September, 2009 3-$00 KVA , 1114 KV B4 \Na. t BANK Sample Samm TPH. A CID . Co. ` X4.1000 KVA B 2.0 <1'. re 4114 KV 865;0 <11 Limits and depth recommended for Excavation ( I Sample TPH-cc Aroclor ID 1254 64-0.5 1 62 1 <0.016 64-1.8 1 16 10.028 Sato a 7PH-ce PCBs B11.ZO <10 <OA33 B11-5.0 <10 c6.:033 911 -GW <0.20 0.0005 LEGEND Bt Soo Bonet; LoraWn and 10 81.35 advanced 3110/2009 86.813 advanced $/312009 milft Millitams per Krklgram PCBs P*0111040atod Biphonyls. AMOW 1242, 1248, and 1254 are PCBs. RSL -I Regional screening Leml - RSL -R Industrial (0, Residential (R) fPH-cc Total Petroleum Hydrocarbons,. Carbon Chain (C8 -C40) >f SernWolatits organic compounds detected, senzo(alonhracene exceeded RSL -R of 0.16 mg*g, All tab data reported In mg/kg (so0) or mg/L (water) Red color indicates detection above the RSL4 of 0.74 mg/kg and the RSL -R of 0.22 mg/kg forAroclor Modified from Southern California Edison Map, 28067.4, Master index: M506, Newport Beach Substation Electrical Equipment Plot Pian, Revision dated July 27, 1860. Note indicated that oil in electrical equipment was mineral oil, SITE PLAN AND Project No. 602497.003 LABORATORY DATA Me Scale 1^=15' SUMMARY Engr/Geol. MDC Drafted By MDC 1516 West Balboa Blvd Leighton Consulting, Inc. Date September, 2009 Newport Beach, California A LEIG.TQN cROV- COMPANY Figure 602497-003 APPENDIX A References California Regional Water Quality Control Board (CRWQCB), 1996, Interim Site Assessment and Cleanup Guidebook, dated May 1996. Leighton Consulting, Inc., 2009a, Revised Proposal to Perform Additional Site Assessment, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California, Proposal No. P60101173, dated July 17, 2009_ Leighton Consulting, Inc., 2009b, Phase I and Phase II Environmental Site Assessment, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California, Project No. 602497-601, dated April 3, 2009. United States Department of Agriculture, 1978, Soil Conservation Service and Forest Service, Soil Survey of Orange County and Western Part Riverside County, California, dated September 1978. United States Environmental Protection Agency (USEPA). Regional Screening Levels (RSL) for Chemical Contaminants at Superfund Sites, RSL Table Update. April 2009. A-1 March 26, 2009 Meredith Church Leighton Consulting, Inc 17781 Cowan Street Irvine, CA 42614 TEL: (949)681-4208 FAX! (949) 757-7230 RE: Newport -SCE Parcel, 602497-001 Attention: Meredith Church 1M Atcag64 9 4 � K x FLAP No.: 1838 NELAP No,:02107CA NEVADA.:CA401 C5DLAC No,: 10196 Workorder No.; 104410 Enclosed are the results for sample(s) received on March 10, 2009 by Advanced Technology Laboratories. The sample(s) are tested for the parameters as indicated in the enclosed chain of custody in accordance with the applicable laboratory certifications. Thank you for the opportunity to service the needs of your company. Please feel free to call the at (562)9894045 if I can be of further assistance to your company. Sincerely, Eddie F. adril taez Laborat ry Director The cover letter is an integral pan of this analytical report. This Laboratory Report cannot he reproduced in part or in its entirety without written permission from the client and Advanced Technoloav Laboratories. Advanced T chnotag-v 1 Ign4 Laboratories 3275 Walnut Avenue Sof a PHitf. CA 907.5-5 Tel: 562 989-4045 Pax: 562 989-4040 Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B1-0.5 Lab Order; 104410 Collection Date: 3/1012009 11:10:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab to: 104410-001 Analyses Result PQL Quill Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 801 58(M) Runt/ GC8 090317A T1R Hydrocarbons:,. C84 70 TIR Hydrocarbons: CIO -Cl 8 TIR Hydrocarbons.C18.028 TIR Hydrocarbons: C28 -C36 TIR Hydrocarbons: C36 -C40 TIR Hydrocarbons: 08-C40 Total Sun: p-Terphenyl PCBS BY GCIECD QC Batch; 53868 OC Batch: $3874 Prepoatw 18 10 mg/Kg 1 ND 10 mg'Kg 1 32 10 mg1Kg 1 33 10 mlift 1 23 10 mgtt(q i 110 10 m9/K9 1 113 57-144 %REC 1 EPA 35508 EPA 8082 RUn1D. GC6_0903168 OC Batch: $3874 PrepDate; Aroolor 1016 NO 16 pg/Kg 1 Arodor 1221 ND 33 plift 1 Arodor 1232 ND 16 pg/Kg 1 Arodor 1242 ND 16 pg/Kg 1 Aroctor 1248 ND 16 pWKg 1 Aroclar 1254 4200 330 pg/Kg 20 Arodor 1260 ND 16 pg/Kg 1 Arodor 1262 ND 16 pg/Kg 1 Arodor 1268 ND 16 119IKg 1 Sun: Decachiorobiphenyl 77.6 30.124 %REC 1 Sur: Decachlorobipnenyl 104 30424 %REC 20 Surr. Tetrachloro-m-xylene 82.3 40-118 %REC i Sum Tetrachlor m -xylene 71.6 40-118 %REC 20 SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 35508 EPA 82700 RunID: M$6_090320A GC Batch: 54042 PrepDate: 1,24-Trichiorobenzena NO 330 pg/Kg i 1,2-Dichlorobanzene NO 330 pg/Kg 1 1,3-01chiorobenzene NO 330 pg/Kg 1 1,4-Dichiorobemene NO 330 pg/Kg i 2,4,5 -Trichlorophenol ND 330 pg/Kg 1 2,4,6-Tnchlorophanol ND 330 pg/Kg i 2+01chlorophenot NO 1600 pgft 1 2,4 -Dimethylphenol NO 330 P09 1 24-Dinihopheml ND 1600 Pg/Kg 1 311 612 00 9 Analyst CBR 311 7/1 909 0419 PM 311711909 04.19 PM 3!1711909 04:19 PM 311711909 04:.19 PM 311 711 900 0 4 51 9 PM 311 711 909 04719 PM 3:77!190904:99 PM 3716/2009 Analyst; HL 3716/2009 09:01 PM 3116/2009 09:01 PM 311612009 09:01 PM 3,16/200909.0 PM 31161200909:01 PM 31 712009 10 25 AM 31161200909`01 PM 3/161200909:01 PM 31161200909A1 PM 3/16/2009 09A1 PM 311712009 1025 AM 3/16/2009 09:01 PM 311712009 10:25 AM 3/20/2009 Analyst; DMP 31241200912;48 AM 3724!200912:48 AM 312 4120 0 9 1 2;48 AM 3t24/200912:48AM 37241200912;48 AM 3114/200912:48 AM 3124120 09 1 2:48 AM 3124120 09 12:48 AM 31241200912:48 AM Qualifiers: B Analyte detected in the associated Method Blank L Value abeve quantitadon neige H Holding fines for preparation or analysis exceeded ND Not Detected at the Reporting Limit S SpikcrSurcolarm uutsida ortimits due to matrix interference Results am wet unless otherwise specified 00 Swrogate Diluted Out l,.rlxa dhr»ec r t rls •rnrrkf t tt haafaeq 327*1[Valrrrrt:traxrrie, Si,4tta(tliA,<:.4 907SS 7'eL'SG1 98940:15 #`ear,°562.9Rp.40413 2 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print nate: 26-Afer-09 CLIENT: Leighton Consulting, Inc, Client Sample ID: 81.0.5 Lab Order: 104410 Collection Date; 3110!2009 I]: 10:00 AM Project: Newport -SCE Parcel, 602487-001 Matrix: SOIL Lab ID: 104410-001 Analyses Result PQL Qual Units DF Date Analyzed SEMIYOLATtLE ORGANIC COMPOUNDS BY GC1MS EPA 35508 EPA 8270C RuniD: M86_090320A RC Batch:. 64042 PrepDate: 3/2012009 Analyst: DMP 2.4-Dindrototuene NO $30 pg/Kg 1 3424/2009 12¢48 AM 2,6-Duutrotoluane NO 330 99ft 1 3/24/200912:48 AM 2-Chioronaphthalene ND 330 pg/Kg 1 324200912:48 AM 2 -Chlorophenol ND 330 pg/Kg 1 3124/200912:48 AM 2 -Methylnaphthalene NO 330 pgtKg 1 324200912:48AM 24lethytphenol ND 330 pg/Kg 1 3124(200912;48 AM 2-Mtroanline NO 1600 pg/K9 1 3241200912ASAM 2-141trophenol NO 330 pg/Kg 1 3241200912;48. AM 3,T-Dlchlorobermdine ND 660 pg/Kg 1 3,124!200912AS AM 3-Mtroandine NO 1600 pglKg 1 312412009 12:48 AM 4.6-Dinilro-2-methylphenoi NO 1600 pg/Kg 1 3124/200912:48 AM 4-13romophenyl-pbenylelher NO 330 pgdKg 1 3124=912AS AM 4-Chloro3-mathytphenoi NO 660 pg1Kg 1 31241200912.48 AM 4-Chloroan0fne, NO 660 pgfKg 1 31241200912A8 AM 4-Chlcropherryi-phenytether NO 330 pg/Kg t 31241200912.48.AM 4-Methylphenai NO 330 pg/Kg 1 3/241200912:48 AM 4-Nitroaniline NO 1600 pglKo 1 3124/200912:48 AM 4-Mirophenol NO 1600 pg4Kg 1 3241200912:48 AM Acenaphthene NO 330 pg/Kg 1 3241200912:48AM Acenaphthylene ND 330 pgMg 1 3241200912.48 AM Anthracene NO 330 pg/Kg 1 31241200912:48 AM Benzidine (M) NO Intl pglKg 1 3124200912:48 AM Benzo(a)arithracene NO 330 p9Mg 1 3/24/200912:48 AM Benzo(a)pytone NO 330 pg/Kg 1 .31241200912:48 AM Benzo(b)ituoranthene NO 330 pg/Kg 1 31241200912:48 AM Benao(g,bJ)perylene NO 330 pg/K9 1 3124/200912;48 AM 8enzo(k)ftuoranthene NO 330 p9ft 1 3124/200912:48 AM Benzoic acid NO 1600 pg1Kg 1 3241200912:48AM Benzyl alcohol NO 660 pglKg 1 324/200912:48 AM Bis(2-chloroelhoxy)methane NO 330 pg1Kg 1 3/ 24/20091248 AM Bis(2chbroethyl)ether NO 330 pgMg 1 3124/200912`48 AM Bis(2-cMoroisopropyl)ether NO 330 pg -'Kg 1 324200912:48 AM Sis(2-ethNhexypphthalars NO 330 pg/Kg 1 3,1241200912:48 AM Butyibenzylphthalate NO 330 pilft 1 3124%200912:48 AM Chrysene NO 330 pg/Kg 1 3124/200912:48 AM Di-robutylphihoate NO 330 pg/Kg 1 324)200912:48 AM Qualniersr B Analyte detected in the associated Method Blank E value above quandlation range 11 Bolding Owes for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Soike/Surnegale ouWdc of limits due to maum interfrsence Results are wet unless Otherwise specified DO Surrogate Diluted Out atttfrnnt'xVi X<rknol g, t..rr%urrarneirs _ 32,7Rulnut �4venue, Signal Hill, Cl 90755 T elr Stet: 089.4045 Faxz _562.989,404 / 3 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -near -09 CLIENT: Leighton Consulting, Inc. client Sample IDr 6145 Lab Order: 104410 Collection Date: 311012009 11:10:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix., SOIL Lab to., 104410-001 Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA BVOC PWD: MS6 090320A OC Batch;. 54042 PrepDate: 3r20/2009 Analyst: DMP Di-n-octylphlhalate NO 330 ugMg 1 3/ZV2009 1248 AM Dibenz(a,h)anthrdcene NO 330 {t9IKg 1 3/20200912AS AM Dbenzoturan ND $30 pgft 1 3/24!200912:48 AM piethophthalate ND 330 pgiK9 i 3/241200912:48 AM Dimethylphthalate ND 330 pg/K9 1 3124i200912A48AM Fiuorantnene ND 330 pg/Kg 1 9/241200912:48 AM Fiuorene ND 330 pg/K9 1 3/24/2089 12:48 AM Hexachtorobenzene ND 330 p9mg 1 3/24=0912:48 AM Hexachlorobutadiene ND 660 pg/Kg 1 384800912:48 AM Hexachlorocyctopentadiene ND 660 pg/Kg 1 3/141200912: 48 AM Hexachloreethane ND 330 ligft 1 31241200912:48 AM indeno(1,2,3-cd)pymne NO 330 pgfKg 1 31241200912:48 AM lsophorone: NO 330 plift 1 3124120091248AM N-Nitrosodl-"mpyiamtne NO 330 plift 1 3841200912:48 AM N-Nflrosodlphenylamine NO 330 pg/Kg 1 384/200912:48AM Naphtnalane NO 330 pgXq 1 31241200912:48 AM Nitrobenzene ND 330 pgft 1 31241200912:48 AM Pentachlorophenol NO 1600 pg/Kg I 31241200012ASAM Phenanthrene NO 330 pgft 1 31241200912:A8AM Phenol NO 330 plift 1 3124/40012i48AM Pyrene NO 330 pg/Kg 1 3/241200912:AB AM Surr: 1,2.Oichlombenzene-d4 86.0 49-103 %REC 1 3841200912:48 AM Sum: 2«4,6-Tribromophenol 0.490 47-129 s %REC 1 31241200912ASAM Surr:2-Chlorophenol-d4 22.9 54-109 s %REC 1 3124/200912:48 AM Sum,2-Fluorobiphenyl 108 59.108 %REC 1 3/241200912A8AM Suer: 2-Fiuorophenol 15.9 50-111 s %REC 1 384/200912:48 AM Surr:4-Terphenyf•d14 112 58A35 °!DREG 1 3841200912:48 AM Surr: Numbenzene-d5 106 64-115 %REC 1 3X241200912:48 AM Sun: Phenol -d5 69.9 58.712 %REC 1 3/24/200912..,48AM QuaiiOersc B Analyte doteatad in tiro assoelated. Method Slant: F Value above quantitation range H Holding times for preparation or anatys§s exceeded ND Not Demoted at the Rqua ng Urnit S Spika�Surrogaw outside oflimils due to matrix naerfbrence Results are uct unlcssothenvisc specified DO Surrogate Diluted Out O. Irl! uttnd lreluurlo,r 1 'rber xars•r"nv ,7-T5 R'nlrirrr anrrrr.>tra. 5"r nraf lliA, CA W55 Tel.- ,562. U59.460 rox: 56d..989p 4040 4 of 43 ANALYTICAL RESULTS Advanced Technology= Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample iD: BI -2.0 Lab Order: 104410 Collection Date: 3110/2009 11x20:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab To: 104410-002 Analyses Result PQL Qua) Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION TUFT EPA8015B(M) RunlD: GML090317A OC Batch: 53868 Prepoatw 311&2009 Analyst: CBR T/R Hydrocarbons: 08 -CIO NO 10 mg/Kg 1 31171190910:56 AM T/R Hydrocarbons: C10-Cl8 ND 10 mg/Kg 1 3!171190910:56 AM TtR Hydrocarbons +:l$w= NO 10 mg1Kg 1: 311 711 909 10:56 AM T/R Hydrocarbons: C28 -C36 NO 10 mg/Kg 1 31171190910:56 AM WR Hydrocarbons,C36•C40 NO 10 mg1Kg i 3117/190910.56AM T/R Hydrocarbons^ CB -C40 Total NO 10 rnWKg 1 31171190910,56 AM Sump-Terpbenyi 115 57-144 %REC 1 3f17MI)0910r56AM PCBS BY GCIECD EPA 35606 EPA 8082 RWO, GC5_0903168 OC Batch. $3874 PrepDate: 3116/2009 Analyst HL Arodor 1016 ND 16 pg/Kg 1 3/16/2009 08:31 PM Arodor 1221 NO 33 pg1Kg 1 311 W00908:31 PM Arodor 1232 NO 16 VWKg 1 3116/200908:31 PM Arodor 1142 ND le pg1Kg 1 3116/2009 08:31 PM Arodor 1248 NO 16 pg1Kg 1 311612009 08:31 PM Arodor 1254 NO 16 pg/Kg 1 311612009 08:31 PM Arodor 1260 NO 16 p9/K9 1 311612009 06.31 PM Arodor 1262 NO 16 pg1Kg 1 311612009 08:31 PM Arodor 1268 NO 16 pry'Kg 1 3;161200908:31 PM Sum Decachiorobipbonyi 76.6 30-124 %12EC 1 3,%67200908:3/ PM Sure[ Tetrachibro-m-xylene 84.1 40-118 %REC 1 3116/2009 08:31 PM Qualifiers: B Ar lyte detested in die associated Method Blank F Value above quantitation tange H Holding dnma for praparntion or analysis axceeded ND Not Detected at the Reporting Limit S SpikelSumugate outside oFbouts due to matt.<fMCrrermee Results are wet unless otherwise spocified DO Surrogate Diluted Out Idr vurrd Te dmelnr r ` larlrarvuorres "�.. 32"T--' lValrrut Ovenw, MgnalW11,CA W55 Teal, 56Z 9$9.40.15 /eas:561*89.40-19 5 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc, Client Sample ID: B245 Lab Order: 104410 Collection Date: 31IO/20091130:00 ANI Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab to: 104410-003 Analyses .�...,_ Result PQL .._.. Qual Units DE Date Analyzed .. HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunID,. G08_090317A QC Batch. 53868 PrepDate:. 311612009 Analyst: CSR TiR Hydrocarbons: C8-010 55 f0 mgfKg 1 3/171190901:38 PM TIR Hydrocarbons:. CIO -018 NO 10 mg/Kg 1 31771190901:381'M TIR Hydrocarbons: C18 -C28 NO 10 mgfKg 1 31171190901:38 PM T/R Hydrocarbons::C28-C36 NO 10 mg/Kg 1 3/171190901:38 PM TIR Hydrocarlions;: C36 -C40 NO 10 mgfKg 1 3/17/1909 01:38 PM TIR Hydrocarbons: CB -040 Total 55 10 mgfK9 1 3117/190901;38 PM Sum p-Terphenyl 111 57-144 %REC 1 3117/190901;38 PM HYDROCARBON CHAIN IDENTIFICATION EPA 80156 RunID. GC2,„090319A OG Batch: E09VS078 PropDate: Analyst KHN TIR Hydrocarbons:. C4092 ND 1.6 mq)Kg 1 3119!200902:22 PM Sum Bromb6uorabemene (FID) 90.9 59-145 %REC i 3119/200902:22 PM PCBS BY GCIECD EPA 3550B EPA $082 Runlo: GC5 09031613 OC Batch: 5$874 PrepDate: 311812009 Analyst. HL Arocior1016 NO 16 pg/Kg 1 3116/200909:30 PM Arodor 1221 NO 33 pgiKg. 1 3!16/2009ft3l) PM Arodor 1232 NO 16 pg7Kg. I 3116/2009 09:30 PM Amdor 1242 ND 16 pg/Kg 1 3/1612009 09;30 PM Arcdior 1248 NO 16 pofSCg 1 3116/2009 09:30 PM Arodor 1254 ND 16 pg ft 1 311612009 09:30 PM Aroclor 1260 ND 16 pg/K9 1 $11612009 09:30 PM Amdor1262 ND 16 pgfKg 1 3/161200909:30 PM Arodor 1266 ND 15 pgfKg 1 3116/200909:30 PM Sort., Decachlorobiphonyl 72.5 $0-124 %REC 1 3/16/2009 09:30 PM Sun: Tatrachlom-m-xylene 80.0 40.118 %REC 1 3,11612009 09:30 PM VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82$66 RwID: MS5_090319A OC Batch: T09VS076 prepoate: Analyst HH 1,1,1,24etrachloroethane, NO 5.0 pgfKg 1 31191200902.35 PM 11,1-Trichloroesisne NO 5A pgtKg / 3119/20080235 PM 1,11.2-Tetract+loroethane NO 5.0 pg/Kg 1 3!19/200902:35 PM 1,1,2-Trichloroathans NO 5.0 pg/Kg 1 3119/200902:35 PM 1,1-DicMoroethane NO 5:0 pgXg 1 3119/200902:35 PM ,.,.�....._ __.._... ...„.._. ._ ..__.,, . Quallfiers B Analyte detected in the associated Mml od Blank _ .. ._... „............w ..... _ ._._ ,... _-....._._- .... _.... —..—....,.-.. E Value abwm quanBtauan range H Holdingrimec for preparation or analysis exceeded. NO Not Daccted at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Resullsore not uulersotherwise specified DO Surrogate Diluted Out tettraved 11chnalogt ”. I:a1mr✓tnrire. .- 3275 Yt olnufAve tete; SU;Z taF 11111, CA 911755 Tel: 567 984k0 45 ],or: Slin.989,4040 �1B" ANALYTICAL RESULTS Advanced Technology Laboratories Print nate. 26 -Mar -09 CLIENT; Leighton Consulting. loc. Client Sample ID: 132-0:5 Lab Order- 104410 Collection Date! 3/1012009 11:30:00 AM Project. Newport -SCE Parcel, 602447-001 Matrix, SOIL Lab ID: 104410-003 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 8260E RunlD; MS5_090310A OC Be"! T09VS076 PrepDate: Analyst. HH 11-Dichtorcethene, NO 5.0 /rg1Kg 1 3/19/200902:35 PM 1.1-Dichloropropene NO 5.0 pglKg 1 3/192009 02:35 PM 1,2,3-Tnchbrobanzene NO 6.0 pgft 1 3119/2009.02:35PM 1.2,3-Tnchlompropane NO 5:0 pg/Kg 1 3/192009 02:35 PM 1.2,4Tochlorobenzene. NO 5.0 pg1Kg 1 3/192009 02'.35 PM 12,4Trlmethylbenzarte NO 510 pgtKg 1 3/19200902<35 PM 1,20bromo-3-chlwopropans NO 10 pgiKg 1 31191200902,35 PM 1,20bromoethene. NO 5;0 pg/Kg 1 3!19200902:35 PM 12.Oichloroberccens NO 5.0 pg/Kg 1 31/92009 02:35 PM 1;2-Dichloroothane NO 5.0 PWK9 1 3tl 9/200902,85 PM 12-DiChloropropane NO 5.0 Pg/Kg 1 3/192009 02:35 PM 1,3,5•Tnmethyibenzene NO 510 ugft 1 3119200902:35 PM 1,3 -Dichlorobenzene NO 5.0 pg/Kg 1 3119200902:35 PM 1,3-Dlchloropropane NO 5.0 pglKg 1 3119200902:35 PM 1,4 -Dichlorobenzene ND 5.0 Clift 1 3/19200902.35 PM 2,2-Dichloropropane NO 5.0 pg1Kg 1 3119200902: 35 PM 2-Butenone NO 50 pilft 1 3/1920090235 PM SCNonnoluene. NO 5.0 pg1Kg 1 3/19200902:35 PM 2-1-lezanture NO 50 pg1Kg 1 3h 9200902,35 PM 4-Chiwotoluene NO 6.0 pgft 1 3/18200902:'35 PM 44sopropyttoluene NO 5.0 pg/Kg 1 31192009 02:35 PM 4-Methyl-2-pentanone NO % pli ft 1 311912009 02:35 PM Acetone NO 60 pg/Kg 1 3119/2009 02.35 PM Benzene ND 5.0 pglKg 1 3/1912009 02:35 PM Bromobanzene NO 5.0 pg1Kg 1 3/19/2009 02.35 PM Bronwchloromethane NO 5.0 pwKg 1 3/1920090235PM BromodtcNoromethane NO so pglKg 1 $/19/2009 0235 PM Bromoform ND 5.0 pg/Kg 1 311 9/10090235 PM Bromamathaae NO 5.0 pg/Kg 1 3119/200902:35 PM Carbon disutOde NO 5.0 pglKg 1 3/19/2009 02:35 PM Carbon tetrachloride NO 6.0 piift 1 3119/2009 02:35 PM Chlorobenzone NO 5.0 pg/Kg 1 3119200902:35PM Chloroethane NO 5.0 pgft 1 3119200902:35 PM Chloroform NO 5.0 pglKg 1 3119/200902:35 PM Chtwumethane No 5.0 pg/Kg 1 3tY9200902:35PM cis-1,2-Oichlorcethene NO 5.0 pg/Kg 1 3119/2009 02.35 PM Qualifiers: B A.naiyte dotectol in th1 associated Method Blank R Value abmv quantitation range H Holding times for preparation or analybia exceeded NO tint tJetectui at the Reporting iSmit S Spike/Surrogate cluodc oflimits dw M rnaltix interference Results ara wet tmtess othewise Twifled 1X1 Surrogate Diluted Out 1dr:rnccd letlurnla„t lslrnrrry»rs ?Z75 il'alnrrr.,,irxrrn<, Jigrm£ flit/, t'# 91#7.+5 i'ee1. S61 98Y. 1045 Xctrx. 56?.4N8.404(i 7of43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 16-41or-09 CLIENT: Leighton Consulting, Inc, Client Sample 10. 82-0.5 Lab Order: 104410 Collection Date: 3/10'2009 11:; 30p00 AM Project: Newport -SCE Parcel, 602497-005 Matrix- SOIL Lab ID: 104410-003 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82808 RunID: MS5 090319A QG Batch; T09VS076 Priip,DO : Analyst: HH cis•11,3-Dichloropropene NO 5.0 pg1Kg 1 3/19/200902:35 PM Di -isopropyl ether NO 5.0 pglKg 1 3/19/2009 02:35 PM Ditimmoohloromethane NO 5.0 *Kg 1 311 W00902:35 PM Dibromomethane NO 5.0 pgfKg 1 3/19/200902.35 PM Dichloro0tiommethane. NO 50 pg/Kg 1 3119/209902:35 PM Ethyl Acetate ND 50 pgft 1 3119/200902:35 PM Ethyl Ether NO 50 pgfKg 1 3119/200902.35 PM Ethyl Tert-butyl ether ND 5.0 pg Kg 1 31191200902:335 PM Ethylbenzene. NO 5.0 ;aWKg 1 3191200902:35PM Freon -113 NO 5.0 pgfKg 1 3119t20090215PM Hexachlombutadiene NO 5.0 pgfKg 1 3119/200902:35 PM iockimethane NO 5.0 pgfKg 1 31191200902:35PM Isopropyf Benzene ND 5.0 pg/Kg i 3f19/200902:35 PM m,p-Xylene NO t0 pgfKg 1 3119/200902:35 PM Methylene chloride NO 5.0 pgfKg 1 371g/200902.35 PM MTBE NO 5.0 pgfKg 4 3/191200902235 PM n-Butylhenzene NO 5A piXti 1 3M9/200902:35PM n-Prop}16enzene NO 50 pglKg 1 31191200902:35 PM Naphthalene. NO 5,0 pgfKg 1 3/19!2009 02:35 PM 0x0ene NO 5.0 pg/Kg 1 3/191200902'35 PM sec-Butyibenzene NO 5.0 pgr(q 1 31191200902:35 PM Styrene NO 5.0 pg/Kg 1 3/19/200902:35 PM Tert-amyl mothyi ether ND 5.0 pgfKg 1 3119/2009 02:35 PM Ten -Butanol NO 100 pgfKg 1 3e19/200902:35 PM tert-Butylbenzene NO 5.0 pgfKg 1 37191200902:35 PM Tetrachioroethene ND 5.0 pgfKg 1 3119/200902:35 PM Toluene NO 5.0 pg/Kg 1 31197200902:35 PM trans-1,2-Dichlomethene NO so plift 1 3119,x200902:35 PM Dans-1,3-Dichtaropropene NO 50 pgfKg 1 31191200902:35 PM Trichloroethene NO 50 pg/Kg 1 3119/200902:35 PM Trichlorofluoromethane NO 5.0 pg/Kg 1 3/191200902:35 PM Vinyl acetate NO 50 pg/Kg 1 3119/2009 02:35 PM Vinyl chloride NO 5.0 pg1K9 1 31191200902:35 PM Xylenes, Total NO 15 pgfKg 1 3/19/2009 02.35 PM Sur: 1,2-Dichforoethane-d4 94.5 70-130 %REC 1 3/1912009 02:35 PM Sun: 4-6mmoduorobenzene 100 70-130 %REC 1 3119/ 200902:35 PM Qualtaers; S Analyte detected in the asoomted Method Blank F Value above quantitation range H Holding times for preparation or analysts exceoded NO Nut Detector at the Reporting Limit S Spikr/5urrvgate outsidxdflimits due to matrix maert'orencc Remits am wet unicss oilurwse spmi'Scd DQ Surrogate Diluted Out y 7dxurtlred t<rehnnlna+,t �. t.»tGervtnrr""e u. '_S lXetdtetrr',:lrarute, S4rnnf Rill, (A 90755 Tek 562. 98a4045 Fur; 562 989.40417. 8 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print nate: 26 -Mor -09 CLIENT: Leighton Consulting, Inc. Client Sample to-. B245 Lab Order: 104410 Collection Date* NI 012009 11;30:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-003 Analyses Result FQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCI MS EPA 8260E RuND: MSS -090319A 00 Batch: T09VS076 PrepDate Analyst: HH Sam pibmmanucromethane 54.5 70-130 s %REC 1 3/19(200902;35 PM Sam Toluene -d3 109 70-130 %REC 1 31191200902:35 PM Qualifiers: B Analyte douxacd in the associated Method Blank L Value airove quantitation tangs R Holding times for preparation or analysis exceeded. NO Not Detwurd at the. ReTwring Limit S SpilriSurrogatc outside oflinuts due to matrix lnterfercncc Results amwar wilcss Mlim.vise specified DO Surrogate Diluted Out 4rft atrcror l ulzn lata — ^,.^. f .rfrnrvtone. ,S 31^ilua.4 `atnrenure .Si„ena111111, (A 90.'55 tet: 5n.?. 949,404.5 fire. 4b7.934.4640 9 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mur -04 CLIENT: Leighton Consulting,Inc. Client Sample ID: B2-1.5 Lab Order: 104410 Collection Date: 3/IOP200911:36:00 AM Project: NewportMSCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-004 Analyses Resultnp . _. PQL Quat Units DF Date Analyzed _-..._.,.. HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunlO: GC8�090317A 00 Batch: 53868 PrepDate: 3/16/2009 Analyst: CBR T1R Hydrocarbons, C8 -C10 52 10 mlift 1 3117/190902:05 PM WR Hydreoarbonst Cl O-018 NO 10 mg/Kg 1 31171190902:05 PM T/R Hydromarbons 018-028 12 10 mgtKg 1 311711909 02:06 PM T/R Hydrocarbons: 028-C36 13 10 mglKg 1 3/17/1909 02ZS PM T/R Hydrocarbons: C36 -C40 NO 10 mg1Kg 1 3117/1909 02:05 PM TiR Hydrocarbons: C8-040 Total 78 10 mg/Kg 1 3147/1909 02:05 PM Sum, p Terphanyl 414 57-144 %REC 1 3117/1909 02,106 PM HYDROCARBON CHAIN IDENTIFICATION EPA 80158 RunID: GC2-'OgM19A QC Batch; E09VS078 prepDate: Analyst: KHN T1R Hydrocarbons, C4 -C12 NO to mq/Kg 1 3/191200902:37 PM Sum BromolNorobenzene (FID) 89.0 59-145 %REC 1 31191200902:37 PM PCBS BY GC/ECD EPA 35508 EPA 8082 RunID: 000903168 OC Batch: 53874 Prapoate: 311612009 Analyst HL Areclor 1016 NO 16 pg/Kg 1 3116/200910:00 PM Arocior 1221 NO 33 pg/Kg 1 3/16/200910:00 PM Arocior 1232 NO 16 pg/Kg 1 $116/2009 10ol) PM Arocior 1242 NO 16 pg1Kg 1 3/1612009 WOO PM Arocior 1246 NO i6 pg1Kg 1 31161200910:00 PM Arootor 1254 NO Is pg/Kg i 31161200910:00 PM Aroolor 1260 ND 16 pg?Kg 1 3116/200910:00 PM Aroelor 1262 NO i6 pgilcg 1 31161200910:00 PM Arocior 1268 NO 16 pg1Kg. 1 31161200910:00 PM Sun: Decachloroblphenyl 84.5 30.124 %REC 1 311612009 I UO PM Surr: Tetrachloro-m xylene 94.3 40-118 %REC 1 3116/2009 90:00 PM VOLATILE ORGANIC COMPOUNDS BY GC1MS EPA 826DB RunID: MS5 090319A QC Batch: T09VS076 PrepOate: Analyst: HH 1,1,1,2-Tatrachloroathane NO 5,0 pg1Kg 1 3/191200902:53 PM 11.1 -Trichloroethane NO 5.0 pgigg 1 3119/200902:53 PM 1.1,2.2-Tettachloreethane NO 5-0 pg1Kg 1 3119/200902:53 PM 1,12Trichiomethana NO 5.0 pg1Kg 1 3119/200902:53 PM 1,1.0chloroethane NO 5.0 Vg/Kg 1 3/19/200902:53 PM Qualifiers: B Analyte detected in the aswcbrod Method Blank F Value above quantitation magi H Holding times for preparation or mtalysis exceeded NO Not Detected at the Reporting Limit S Spikc/Sutzogate outside oflimits due m matrix interference Results am wet unless othexwise specified DO Surrogate Diluted Om tr%r rrtvrd lcc Ptnaln ;r 1�>tLxonrinrns .._ -13?$ 6#prinrrt ,4t'�nrre», Signal Htlf.(4 40,55 7e1. 562, 9$9.4015 rax: 56x4 9894641) 10 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mer -09 CLIENT: Leighton Consulting, Inc, Client Sample lD:. 82-1.5 Lab Order: 104410 Collection Date: 32IOf2004 11:36:00 AM Project: Newport -SCE Parcel, 602447.001 Matrix: SOIL Lab ill: 104410-004 Analyses Result PQL Qual units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCXMS EPA 52606 RunlDl MS5090319A Oc Batch: T09VS076 PrepOate: Analyst HH 11-Dichloroethene NO 5.0 pg/Kg 1 3/191200902:53 PM 1;1.Oichloropropene NO 5A pg/Kg 1 3119120090253 PM 1.,2.3-Trichbrobenzeras NO 5.0 pgft 1 3t19X2009 02 53 PM 1e2,3-Triehtcropropane NO 5.0 pg1Kg 4 3119/200902163 PM 1,2.4-Trichtorobenzene ND 5.0 p9ft 1 3f191200902M PM 1,2,4-Trimethylbenzene NO 5.0 P9/K9 1 &IM00902S3 PM 1,2-Dibromo-3-ohloropropene ND 10 pgft 1 319/200902;53 PM 12.Odironioethane NO 5.0 pg/Kg 1 3191200902:63 PM 1,2 -Dichlorobenzene NO 5.0 pgft 1 3/19/200902:53 PM 1,20tibloroathane ND 5.0 pg/K9 1 3/19/2009 02;53 PM 1,2-Dichloropropane NO 5.0 pgtKg 1 3/19/200902: 53 PM 1,3,5�Trimelnylbenzene NO 50 pg1Kg 1 3119/20090253 PM 1,3 -Dichlorobenzene NO 5.0 pg/K9 1 3119!200902:53 PM 1,3-Dichioropropane NO 56 Pg/Kg 1 3119/ 100902:53 PM 1,4-D ebiorobenzene, ND 5.0 pg1Kg 1 319/2009 02 53 PM 22.Olchioropropane NO 5.0 Itg/K9 1 3/1912009 02:53 PM 2-Butanone NO 50 pg/Kg 1 3119/3009 02:53 PM 2•Chlorotoluene NO 5.0 pg/Kg 1 3/1912009 02:53 PM 244exenone NO 50 u09 1 3119=09 02:53 PM 4-Chtorotoluene ND 5.0 pg1Kg 1 31191200902:53 PM 4-Isopropyltoluene ND 5.0 pg/Kg 1 31191200902:53 PM 4-Methyl-2-pentanone NO 50 pg/Kg 1 31191200902:63 PM Acetone NO 50 pg/Kg 1 3Y191200902.53PM Benzene ND 5.0 Pg/Kg 1 3119/2009 02:53 PM Bronrobenzene NO 5.0 pg/Kg 1 3/1912009 02:53 PM Brorrochloromethane NO 5.0 pg/K9 1 3/191200902:53 PM Bromodiehlorcmethane NO 5.0 pgtKg 1 3/19/200902:53 PM Bromofonn NO 5.0 pg1Kg 1 3/19/2009 02:53 PM Bromomothane ND 5.0 pg2Kg 1 3f19/200902:53PM Carbon disulfide NO 5.0 pg/Kg 1 3/19/200902:53 PM Carbon tetrachloride ND 5.0 pglKg 1 3119/2009 02:53 PM Chiorobanzene ND 5.0 pg/Kg 1 31191200902:53 PM Chloroethane ND 5.0 pgfKg 1 3/191200902:53 PM Chloroform NO 5.0 Pgft 1 3/191200902:53 PM Chloromethane ND 5:0 pg/Kg 1 3/191200902:53 PM cis-1,2-Dichioroethene NO 5.0 pg/Kg 1 W191200902:53PM QualtBerx: B Analyte detected in the am6ated 4fediad flank F value above quantitation range H Holding banes for preparation a analysts exceeded ND Not Detected at the Reporting Limit S SpikorSurrogate outside of limits due to matrix laterfercvwe Results are wet unless otherwise specifted DO Surrogwe Dilutexi Out .lrlrurmrd 1 rrtemrXu,r �Istrarxetmvrr ' ''. 3275 SXgnnAHXXX, tA 4075? 7;atr t6?. 980.4045 t'ice: 5(q„92$0{10412 11 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26.,War-09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B2 -I.5 Lab Order: 104410 Collection Date: 3/1012009 11,36:00 AM Project: Newpon-SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-004 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC1MS EPA 82808 RunlD:. MS5_090319A OC Batch: T09VS076 PrepDate: Analyst HH cis-1,3.11chlorcpropene, NO 5.0 pg7Kg t 311 9/20 09 02:53 PM Di -isopropyl ether NO 5.0 pg/Kg 1 3/19/2009 02:53 PM DibtomochWrometh ine NO 5.0 pg/Kg 1 3119/2009 02:53 PM Dibrorrtomethane NO 5.0 pglK9 i 3/1912009 02:53 PM Dichlorodifluoromethane NO 5.0 v91Kg 1 3119200902:53 PM Ethyl Aconite NO 50 pg/K9 1 3119/200902:53 PM Ethyl Ether NO 50 119/Kg 1 3/19/200902:53 PM Ethyl Tert-butyl ether NO 5.,0 pg1Kq 1 318200902;53 PM Ethylbenzene NO 5.0 pgft 1 3/1W00902.53PM Freorfl13 NO 5.0 pg/Kg. 1 3119120096253 PM Hexactttorobutadiene, NO 5.0 pg/Kg 1 311912009 02:53 PM Iodomethane NO 5.0 pg/Kg 1 3119/200902.53 PM Isopropyibenzatte NO 5.0 pg/Kg 1 3119/2009 02:53 PM m,p-Xylene ND 10 pg?Kg 1 31191200902:53PM Methylene chloride ND 5.0 pg/Kg 1 3/19/2009 02:53 PM MTBE NO 5;0 pg/Kg 1 3119/2009 02,53 PM n-Butylbenzene NO 5:D pg1Kg 1 3119"X00902153 PM n.Propy t=zene NO so tig/Kg 1 311912009 0253 PM Naptthistane NO 5.0 WK9 1 :3;1812009 02253 PM 0 -Xylene ND 5.0 pg/Kg. 1 3119/200902:53 PM seo-Bulytbenzene ND 6.0 pg7Kg 1 3/19/2009 02:53 PM Styrene ND 5.0 pg/Kg 1 3/191200902:53 PM Tert-amyl methyl ether NO So pg/Kg 1 3/192009 0153 PM Tert-Butsnol NO 100 pg/Kg 1 3119200902,53 PM tent-Butylbemeno NO 5.0 pg1Kg 1 3749200902;53 PM Tevachloroethene. NO 5.0 pg/Kg 1 31191200902:53 PM Toluene NO 5.0 pg/Kg 1 3/19200902:53PM trans•t2-Dehkiroethene NO 5.0 PlIft 1 31191200902:53 PM trans-1„30dtloropropene, NO 5:0 pg/Kg 1 3/19200902:53PM Trichloroethene NO 5.0 pg/Kg 1 3/19/200902,-53 PM Trichlorofluoromethane ND 5.0 pg/Kg 1 3/191200902:53 PM VYnyt acetate NO $0 pg)Kg 1 3/19/2009 02:53 PM V'myd chionde NO 5.0 pg/Kg 1 3/19/2009 02:53 PM Xylenes.Totai NO i5 pgft 1 3'79/200902:53 PM Sum 1,2-Dchloroethane-d4 102 70-130 %REC 1 3119/2009 0253 PM Sum. 4•.13romofluorobenzene 970 70-130 %REC 1 31191200902:53 PM Quaithers: B Analyte deoubtat in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S SpikceSurrogatc outside oflinabs due to matrix interference Resuilsara wet untessothertvisc specified DO Surmgutc Diluted Out irh raerrf fne/r»nfv�r ' ” fabnrxrarmy .--'. 3275 Wabrrr , I r emae, .Signallft)1, (A 947.55 rvk 54X, 989.4045 Faw 551.989.4040 12 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 2&Mar--09 CLIENT: Leighton Consulting. Inc, Client Sample ID: 132-15 Lab Order: 104410 Cottection Date: 311012009 11:36:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix- SOIL Lab to: 104410-004 -Date Analyses ..�-- Result PQL Qua] Units._ TIF Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82808 Run10: MS5 090319A QC Batch•. T09VS076 PrepDate: Analyst: HH Surr: Dibmmo0uommethane 61.4 70-130 s %REG 1 3/19/2009 02!53 PM Surr: Toluan"Et 116 70.130 %REG 1 3119/200962:33 PM SEMIVOLATILE ORGANIC COMPOUNDS BY GOIMS EPA 35508 EPA 8270C RcniD:. MS6„090320A QC Batch: 54042 PrepDate. 312 01 2 0 0 9 Analyst:. DMP 1,2,4-Tnchlorobenzene NO 330 pg/Kg 1 3/241200901;16 AM 1,20chlorobenzene ND 330 pg/K9 1 3/241200901:16 AM 15-Dichicrobanzane, NO 330 pVKg 1 3/24i200901!16AM 1,4-Diefdombenzene. NO 330 p9MO 1 3/24/20090t 16AM 2.4,6 Trxhmmphtmol NO 330 pgtKg t 32412009 01 16 AM 2,4,6Trichbnphenoi NO 330 pgrKg 1 312412009 01:96 AM 2,4-Ddchlomphenol NO 1600 pgft 1 3124/200904:18 AM 2,4 -Dimethylphenol NO 330 pg/Kil 1 324120000116AM 2,4-Uratmphenol ND 1600 pgfKg 1 3/241200901:16 AM 2,4-Dinitrotoluerte ND 330 pVK9 1 3124=096116AM 2A-Ditutrotoluene NO 330 pg/Kg 1 3I24t2009 01'16 AM 2-Gnlomnaphthalerte NO 330 pg/Kg t 3/24f200901:16AM 2-Colorophenoi NO 330 pg1Kg 1 3/2M20090116 AM 2-Melhyinaphthalene ND 330 p911<g 1 3/24/200901:16 AM 2-Methyiphenol NO 330 pg/Kg 1 324/2009 01:16 AM 2-Wreanilme NO 1600 pg1Kg t 31241200901:16AM 2-Wrophenol NO 330 pg1Kg 1 .3)24/2009 01:16 AM 3,T-Whiombenzidine NO 660 pg/Kg. 1 3124120090116AM 3-Nltroareline NO 1600 pg1Kg 1 3241200901:16AM 4,6-0inllro-2-methylphenoi NO 1600 pg/Kg 1 3/241200901:16 AM 4-Breirnophenyl-phenylether NO 330 pg/Kg 1 324/200901'16 AM 4-Cnioro-3-methylphenol ND 660 pwyg 1 31241200901:16 AM 4-Critoiroandme, NO 660 pg/Kg 1 3/24/2009 01:16 AM 4-Chierophenyl-phenylether NO 330 pg1Kg 1 32412009 01:16 AM 4-Methyiphertol NO 330 pilft 1 324/200901:16AM 4-Ndroaoiline NO 1600 pg/Kg 1 3241200901.16AM 4-Ntmphenol NO 1600 pg/Kg 1 3/24200901:.16AM Acenaphthene NO 330 pg/Kg 1 32412009 01:16 AM Acenaphthylene NO 330 pg/Kg 1 324/2009 0916 AM Anthracene NO 330 pg1Kg 1 3124200901:16 AM Benzidine (M) NO 1600 p911Cg 1 3/241200901:16 AM ...... .W._---------- .---- .... ....... .._ ..-.a.r..... _.._._.._- Qualilters. B Analyte detected in the associated Method Blank ....._._ t” Value above quantitavon Lange H Holding utnes for preparation or analysis exceeded NO Not Detected at the Reporting t inat S Spike/Surrogate nutsdeoflimits due to matrix interference Rosuhs are wet unless 001etwise specified DO Surrogate Diluted Out 1 tiLtpfY(l %t i /AJ11iD!1 i275 li'ahrrd Avenae„ Si,;ttul FNll, L",1 90753 a'ri, 36?. 484.4045 Pu.x• 502.989404/i Lsthrrrll+xr lCti� 13 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print nate. 26 -Mar -09 CLIENT: Leighton Consulting, Inc, ClientSample lne 132-1.5 Lab Order: 104410 Collection Date: 3110,2009 11:36:00 AN4 Project: Newport -SCF Parcel, 602497-001 Matrix: SOIL Lab to: 104410-004 Analyses Result PQL Qual Units OF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35808 EPA 8270C RuniD: M86_090320A kC Batch: 54042 PrepDate:: 312012009 Analyst DMF Bemm(a)anthracene NO 330 pg/Kg 1 8/24/20090116AM Beroo(a)pytene NO 330 pg/Kg 1 3/24/200901.16 AM Banzo(b)fluoranthsne NO 330 pg/Kg 1 3124/2009 01,16 AM Benzo(q,h))perylene NO 330 pgtKg 1 324/200901 AS AM Benzo(k)fluoranthane NO 330 p9/K9 1 31241200901:16 AM Benzoic acid NO 1600 009 1 3242009 01:16 AM Benzyl alcohol NO 660 pg/Kg 1 31242009 01:16 AM Bis(2-chloroethoxy)metharre NO 330 pg/Kg 1 31241200901:16 AM BYs(2-chtorcathyl)ather NO 330 pgtKg I 324200901:16AM Bis(2-chlormsopropyl)ether NO 330 pgtKg 1 3/24(200901:16 AM Bis(2-ethylh&xyl)phthslate NO 330 pg7Kg 1 3242009 D116 AM Butytbenzyiphthalate NO 330 pgtKg 1 324200901:16 AM Chrysene NO 33D pg/Kg 1 31242009 01:16 AM Di-n-butylphthatate NO 330 pgft 1 324200901:16 AM Di-n-obtyrphlhalate NO 330 pg/Kg 1 3241200901:16 AM Dibenz(a,h)anthracena NO 330 pg ft 1 32412009 01:16 AM Dibenzofuran NO 330 pg/Kg t 32420090tit6 AM Diethylphfhaiate NO 330 pg/Kg 1 324/2009 01:16 AM Dimethylphthalate NO 330 pg/Kg 1 3Y24/200901:16 AM Fluoranthene NO 330 pg/4 1 3242009 01:16 AM Fluorene NO 330 pg/Kg 1 31242009 01:16 AM Hexachiorobenzene NO 330 pg/Kg 1 3241200901:16 AM Hexachiorobutadiene NO 660 pg/Kg 1 324/2009 01:.16 AM Hexachlorocyclopentadiette NO 66D pg/Kg 1 3124/20090116AM Hexachioroethane NO 330 pg/Kg 1 3241200901:16AM indeno(1,2,3-od)pyrene NO 330 pg/Kg 1 3/242009 01:16 AM Isophorene NO 330 pg/Kg 1 3124200901„16 AM N-Nitrosodi-n•propylarrine NO 330 pg/Kg i 324/20090116AM 144sGtdlsodiphenylemine NO 330 pg/Kg 1 324200901.16 AM Naphthalene NO 330 pg/Kg 1 3/242009 01:16 AM Nitrobenzene NO 330 pg/Kg 1 3/242009 01:16 AM Pentachlorophenol NO 1600 pgft 1 3/24200901, 16 AM Phenanthrene NO 330 pg/Kg 1 3241200901:16 AM Phenol NO 330 pgJKg 1 3/24200901:16 AM Pyrene NO 330 pg/Kg 1 3242009 0116 AM Sum; 1,2-0Ichiorobenzene-d4 74A 49-103 %REC 1 324200901:16AM Qualifiers:. B Analyte detevted in the associated Method Rlwk E Value above quantitation range H Holding times for preparation oranalysis exceedttl. ND Not Detwiedar the Reporting Limit S SpikoiSuirogate outside of limits due to matrix iutxrfercaca Results ace KTt unless otherMsespecitied DO Surrogate Diluted Out idtarreed /er/ma/u.v '' `` t klrorJrnrlri 3275 tlalnuf Avenme., SignntW11, C4 907.55 'Talc Sri 11 98q.4045 fart 56ZQ89.4040 14 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date:,26-Meir-o9 CLIENT: Leighton Consulting, Inc. Client Sample ID: B2-1,5 Lab Order: 104410 Collection Date: 3/10/2009 11:36:00 AM Project: Newport -SC[ Parcel, 602497-001 Matrix: SOIL Lab ID: 10441.0.004 - � Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 3550B EPA 8270C RunlDr MS6_090320A OC Batch: 54042 PrepDate. 312012009 Analyst. OMP Sum 2,4,6-Tribronophenot 1A5 47-129 s %REC t 3241200901:t6 AM Surr. 2 -Chlorophenol -d4 11.9 54-109 a %REC 1 3/241200901:16 AM Sora 2-Fluorobiphenyt 97.3 59.106 %REC 1 372412009 01:16 AM Sum 2-Flumophenol 6.93 50-111 S %REC 1 3/2412009 Qt16 AM Surr 4-Terphenyidl4 106 58.135 %REC 1 3/2412009 01:16 AM Sure: Nitropenzene•d5 92.2 54-115 %REC 1 3/24120090116AM Surr Phenol -0 41.9 5&112 a %REC 1 3124120090116AM Qualifiers: S Analyte detected in the axwucuted Method Black E Valeo ubur'u quanmation range 11 Holding times for preparation or analysis exceeded ND Not Dettcted at the Reporting Limit S Spike/Surrogate outside oflio s due to matrix interfereace Results we net unless otherwise specified DO Surrogate Diluted Out idt arw d7rrlmatogr f..vXrnr.rtnrrrt 4219 JlWnet ivornn Siglial HUI, E:)4 907 Teel: 562, 989.44145 Far: 562."9.4040 15 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print nate: 26 -alar -09 CLIENT: Leighton Consulting, Inc. Client Sample 10: E3-0.5 Lab Order: 104410 Collection Date: 3II0l200911:43:00 AM Projeetl Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-005 Analyses Result PQL Qual Units DP Date Analyzed HYDROCARBON CHAIN IDENTIFICATION - LUFT EPA8015B(M) RuniD; GC6e090317A OC Batch: 53868 PrepDate: 3/1612009 Analyst CBR TIR Hydrocarbons: CB -C10 34 10 mg/Kg 1 3/17/1909 01 A 1 PM TIR Hydrocarbons: C10 -C18 ND 10 mg1Kg 1 3!1711909 01611 PM TIR Hydrocarbons,. C78 -C28 11 10 mg/Kg 1 311711909.01:11 PM TIR Hydrocarbons: C28.036 15 10 mg7Kg 1 31171190901;11 PM TR HydrocarborimC36-C40 ND 10 mg/Kg 1 31171190901:11 PM TIR Hydrocarbons, C8•C40 Tota) 59 10 mg7Kg 1 3117/1909 61:11 PM Sum p-Terphenyl 110 57-144 %REC 1 311711909 01:11 PM PCBS BY GCIECD EPA 35506 EPA 8082 Run1D: GC5_090316B OC Batch:. 53874 Prepuste: 371612009 Analyst. HL Arador1016 ND 16 pg1Kq 1 3fi6/200910:30PM Amckir 1221 ND 33 pg/Kg 1 3716/200910:30 PM Aradar 1232 ND 16 pg1Kg 1 3116!200910:30 PM Arocler 1242 ND 16 pg/Kg 1 3116/200910:30 PM Ammar 1248 ND 16 WKS 1 31161200910:30 PM Aroctcr 1254 ND 16 pg/Kg 1 311W200910.30 PM Arocior 1260 ND 16 pgft 1 31161200910:30 PM Arodor 1262 ND 16 pg/Kg 1 31161200910:30 PM Amelia, 1268 ND 16 Vg1K9 1 31161200910:30 PM Sur. Demichlorobiphem/i 80:5 30-124 %RPC 1 3/1612009 10:30 PIU Star Tetrachlom-m-xylene 87.5 40-118 %REC 1 31167200910:30 PM Qualigerc B Analyte detected in the acwefated Method Blank E Value above gnsmitation range H Holding times fur preparation oranaiysei exceeded ND Not Detected at the Reporting Elaut S SpikoSurragme ouv%& of limits due to matrix interferon" Results aro wet aas otherwise stmiricd DO Surrogate Diluted. Out td': ("rtl 1ra1inologi 3275 Wa1uhr Aiw a er Signal Hill, (A 9U755 TT 362. 989.4949 Faw 562,989.'16,1 P 16 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Prim Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID; 113-13 Lab Order: 104410 Collection Dates 3/1(Y20091:12:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: WL Lab ID: 104410-006 Analyses Result PQL Qual knits DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA80158(M) RunIO, GC8_090317A OC Batch: 53868 Prepollaw 3,16/2009 AnaW: CBR T/R Hydrocarbons,, C8 -C10 42 10 moa 1 31711909 02:58 PM TIR Hydwcerbonsi C50 -C18 NO 10 rn i g 1 31711909 02:58 PM TIR Hydrocarbona'. C18 -C28 16 10 mgtKg 1 3/1711909 02:56 PM TIR Hydrocarbons: C28 -C36 28 10 mg/Kg 1 3/1711909 02B8 PM WR Hydrocarbons° C36 -C40 20 10 mqBKq 1 31171190902.58 PM TiR Hy(f rocarbons: C8 -C40 Total 110 10 mg1Kg 1 311711909 02:58 PM Burr: p-Terphenyl 108 57-144 "/oREC 1 3/171190902158 PM HYDROCARBON CHAIN IDENTIFICATION EPA 8015B RunfM GC2 090319A OC. Batch; E09VS078 PrepDate. Analyst KHN TIR Hydrocarbons: C4 -C12 NO 1.0 "Kg 1 31191200902:51 PM Surra. BromOfluorobenzene(FID) 90:6 59.145 %REC 1 3X19/200902.:51 PM PCBS BY GC/ECD EPA 35508 EPA 8082 RunIO: GC5 0903168 OC Batch:. 53874 PrepDate: 311612009 Analyst HL Amclor1016 NO 16 pgti(q 1 31161200,910:59PM Arodlor 1221. NO 33 pg/Kg 1 31181200910:59 PM Armour 1232 NO 16 pg/Kg 1 3116/200910:69PM Arodor 1242 NO 16 pg/Kg 1 3116120091059 PM Amour 1248 NO 16 pg1Kg 1 3116/2009 10:59 PM Aroclor 1254 22 16 119/1<9 1 31161200910:59 PM Aroclor 1260 NO 15 pgiKg 1 3/161200910:59 PM Aroclor 1262 NO 16 }iglKq 1 3116/200910:59 PM Aroclor 1268 NO 16 pglKg 1 37161200910:59 PM Burr, DecachlorobiphenN 75.4 30-124 %REC 1 3116X20091059 PM Burr, Tetrachloro-m-xylene 76.9 40-118 %REC 1 31161200910:59 PM VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 8260B RunID: MSS 090319A OC Batch: T09VS076 PrepDate: Analyst: NH 1,1,1,2 -Tetrachloroethane NO 5.0 pg1Kg 1 31191200903:11 PM 5,1,1-Tdohldroethane NO 5.0 pg/Kg 1 31191200903:11 PM 1,1,2,2 -Tetrachloroethane NO 5.0 pgft 1 31191200903,11 PM 1,1,2-Timbloroethans NO 5.0 pg/Kg 1 3/19/200903:11 PM 1,1-Dichioroethane ND 6.0 pgtKg 1 319/200903:11 PM ___.. ......_.... _ ... �... ,..,.- ......... .. - Qualifiers: B Analyte detaetad sr the acssxtiatcd Meikwd Blank . ,.._..._.. ...-„_...�.-......-..,.. ._ E 1raluc above qumttitatran rangy H Holding time., for preparation or analysis exceeded RD Not Dotected at the Reponing Limit 8 Spike+Surro$attt nutxideaflimits due fip mstrix interfertrue Results cue weC untccs tahenciw specified DO Surregiuc Diluted Out trtr 9111rctf70lenalo 1- ak1 GdralUrtitt'�_. 1di i!`atnterAcarure. S541?01 Hill, t.S 907r,,5 Tel. ,562.°1804#45 Fax: 56Z089,1040 17 of 43 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26-M.7F-09 CLIENT: Leighton Consulting, Inc. Client Sample ID 133-1.3 Lab Order: 104410 Collection Date: 311012009 1:12-00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-006 11-Dichloroethene Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 6260E RunlD' MS5 090319A QC BatcK T09VS076 Prepoatw Analyst: HH 11-Dichloroethene NO 5.0 pgtKg 1 31191200903:11 PM 1,1-Dichtoropropene NO 5.0 pg/Kg 1 3119/200903x71 PM 1,2,3-Tnchlorebenzene ND 5.0 pg/Kg 1 33191200903-:11 PM 1,2,3-Trichlompropane ND 500 µ01K0 1 31191200903x11 PM 1.2,4-T6chlorobenzene NO 5.0 pg/Kg 1 3119/2009 0311 PM 1,2,4-Trimethy4benzene NO 5.0 119ft 1 3119120090311 PM 1,2-Dibromo-3-Ctdoroprapane NO 10 pg/Kg 1 311 W2009 0311 PM I2-Dbromoetnane ND 5.0 Ug/Kg 1 31191200903:11 PM 1,2 -Dichlorobenzene ND 5.0 pg/Kg 1 WI 912000 03:11 PM 12-Dichforoethane NO 5.0 pg/Kg 1 3/197200903'11 PM 12-Dichioropropane ND 5.0 pWKg 1 3/19/20090311 PM 1,3,5-Ttimethylbenzene NO 5.0 pglKg 1 3119/200903:11 PM 1,3 -Dichlorobenzene NO 5.0 pgtK9 1 3/191200903:11 PM 1,3-Diohloropropane ND 5.0 119ft 1 3119200903:11 PM 1,4-Nctdorobenzene ND 510 pg/Kg 1 31191200903:11 PM 2ZOschloropropano NO 5.0 pg/Kg 1 3119/200903:11 PM 2-Buianone ND 50 pg/Kg 1 3119/200903.11 PM 2-Chlorptdluene ND 5.0 pg/Kg 1 3119t20090311 PM 2-Hexamne NO 50 pllft 1 3119!20090311 PM 4-C sorototuene NO 5.0 pgMg 1 311912009 03111 PM 44sopropyltolume NO SA plift 1 3119/200903:11 PM 4-Methyl-2-pentanone NO 50 pg7Kg 1 3/1920090311 PM Acetone ND 60 pg/Kg 1 3119/200903:11 PM Benzene ND 5.0 pgtKg 1 31191200903:11 PM Bromobenzene ND 5.0 pg1Kg 1 3119:2009 MAI PM Bremochlommethane ND 5,o p9/K9 1 .3/19200903•,.11 PM Beomodfchloromethane NO 5.0 pgft 1 31191200903.11 PM Bramble" ND 5A pSft 1 3119120090311 PM Bromomethane NO 5.0 pglKg 1 31191200903:11 PM Carbon disulfide NO 5.0 pgft 1 31192009 03:11 PM Carbon tebmohloride ND 5.0 pg/Kg 1 31192009 03:11 PM Chforobenzens NO 5.0 pg/Kg 1 3119200903:11 PM Chloroathane ND 5.0 pg/Kg 1 :3119200903:11 PM Chloroform ND 5.0 pg/Kg 1 3/191200903'11 PM Chloromethane ND 5.0 pg/Kg 1 31191200903:11 PM cis -1, O-,ohloroethene NO 5.0 pg/Kg 1 3/19/200903;11 PM Qualifiers: B Anatyto detected in the associated iwfethnd Blank E Value above quantitation range If Holding times Car prepamrion or analysis exceeded NO Not Detected at the Reporting Linea 9 SpikelSutrogateoutside of limits due to matrix interrcrenee Results are wet unloas ctherwisesurified DO Surrogate Diluted Out tktr:aiecd l w fam/u n -. .1275 N'nffmi AtOnue, Signal 11114 C,-# 907 5 Tel: 562 089.4045 &x' fa 562.989.040 L+tfurr.rtnrir. 18 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting,lnc. Client Sample. to: 113-13 Lab Order: 104410 Collection Date: 3/1012009 1;12:00 PM Project: Novport-SCE Parcel, 602499-001 Matrix: SOIL Lab to: 104410-006 Analyses Result PQL Quat Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BYGCIMS EPA 82608 Run1D. MS5°090319A OC Batch: T09VS076 PrepDate: Analyst.. HH cis-1,3-DioNoropropene NO 5.0 119ft 1 3119/200903:11 PM DHsolimpyl ether NO 5,0 pgiKg 1 31192009 034 i PM Dibromochloromethane NO 5.0 pg/Kg 1 3149120090311 PM Othramomethane NO 5.0 IQIK9 1 X19/20090311 PM Dichforodiftuoromethane NO Be pgiKg 1 3119/200903:11 PM Ethyl Acetate NO 50 pgiKg 1 311912009 08:11 PM Ethyl Ether NO 50 pgiKg 1 3/1912009 03:.11 PM Ethyl Tert-butyl ether NO 6.0 pg/Kg 1 S/19120090311 PM Ethytbenzene NO 5.0 pgiKg 1 31191200903;11 PM Prean -143 NO 5.0 pg/Kli 1 31191200903;11 PM Hexachlorobutadiene NO 510 pgiKg 1 31191200903.11 PM lodometbane NO 5.0 pglKg 1 3119/200909:11 PM tsopropylbenzene NO 5.0 pgiKg 1 31191200903:11 PM inti -Xylene NO 10 p9!Kg 1 311 M009 03,11 PM Methylene chloride NO 5.0 pg/Kg 1 3119!200903;11 PM MTBE NO 5.0 pgiKg 1 3119120090311 PM n-Butylbenzene NO 510 pg1Kg 1 W192009 423711 PM n-Propylbenzene NO 5.0 pgiKg 1 3191200903.11 PM Naphthalene NO 5.0 pgiKg 1 3,11912009 03, PM 0-Xyene NO 5.0 pgiKg 1 3/1912009 03:11 PM sec-Butytbenzene NO 5.0 pgiKg 1 3119/200903.11 PM Styrene NO 5.0 pg/Kg 1 3119/2009 03:11 PM Tert-amyl methyl ether NO $.0 plift 1 3119200903,11 PM Tert-Butanol NO 100 P914 1 3/19200903:14 PM tert-Butylbenzene NO 810 pg/Kg 1 31191'200903x14 PM Tetrachlomethene NO 510 pgiKg 1 3(19200903:11 PM Toluene NO 5,0 Pg1Kg 1 3/1912009 03:11 PM trans-12-Dichloroethene NO 5.0 pg/Kg 1 3!19200903.11 PM turns-1,3-Dichbropropera NO 5.0 pWK9 1 3/191200903:11 PM Trichloroethene NO 5.0 pgiKg 1 3/19206903:11 PM Trichlorofluoromethane NO 5.0 pgiKg 1 3119/200903:11 PM Vny"acetate NO 50 pg/Kg 1 3/19200903:11 PM Vinyl chloride NO 5.0 pgiKg 1 3/1920D903:11 PM Xylenes, Total NO 15 pg/Kg 1 3119200903:11 PM Suer: 1,2-Drchioroelhane-d4 101 70-130 %REC 1 31191200903:11 PM Sun: 4-8romofluorobenzene 93.8 70-130 %REC 1 3(19/200903:, 11 PM Qualifiers: B Analyte detected in the associated Method Blank 6 Vitive above quandtation range H Holding dmrs for pnla pion or analysis exceeded NO her Detected at the Reporting lArmi S SpikcSurrogata outside of limits due to matrix interference Results are wet unless otherwise specified DO Surmitaw Diluted Out IJranved 1 direct/a:;r /.:rir+rrnrnxrres .'-_, 3275 ilwinurAvvnite. •S'kgn tl Hill. CA 9f➢Z55 Tel: 54? 989.4045 Fax: 562.989400 19 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -blas d9 CLIENT: Leighton Consulting, Inc. Client Sample 10: B3-1:3 Lab Order. 104410 Collection Date: A/lW20091:12:00 PM Project: Newrpott-SCE. Parcel, 602497-001 Matriv SOIL Lab ID: 104410-006 Surr. Toluene -d6 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS Analyst: HH 37192009 03:11 PM 31191200.9 03e11 PM 3012009 Analyst: DMP 31241200901:43 AM 312412D49 01:43 AM 312412009 01.43 AM 3242009 01;43 AM 3242009 01:43 AM 324/2009 01:43 AM 324!2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 312412009 09.43 AM V2412009 01:43 AM 31241200901'43AM 3.242009 01 „43 AM 3/2412009 01 °A3 AM 3/241200901:43 AM 312412009 01:43 AM 3124/2009 01:43 AM 3/24/2009 0143 AM 3/24/2000 01'43 AM 3/24!2000 01:43 AM 32412009 01:43 AM 3242009 01:.43 AM 3/2411009 01.43 AM 3242009 01;43 AM 32412009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01.43 AM 3242009 01A3 AM 3242009 01:43 AM Qualifiers; B Analyte detsutead in the associated Mediod Blank B Vxtue above quantitason range H Holding timestaar trepanation or ysis"cteded NO Not Detevtd at the Reponing Unit 5 SpikclStmng4te ouki9de ot7inrSts due to mahix int tcrcace Result"m toot ufflm othenvi,"pecified DO Surrogate Diluted Out idt aaeed leelmol g, 3275 II'alnutArenrre, Signal 11111, C4 90"55 Tel. 5462. 959.4(745 Fay. 562.989,4040 20 of 43 EPA 8260B RunID: MSS 090319A OC Batch: TOSVS076 PrepDate: Sum Dibromolluoromethane 00.5 70.130 S %REC 1 Surr. Toluene -d6 112. 70-130 %REC 1 SEMIVOLATILE ORGANIC COMPOUNDS BYGC/MS EPA 3550E EPA 0270C Rw]D: MS6_090320A QC Batch:. 54042 PrepDate: 12,4-Titirhlorobenzene NO 330 gg/Kg i 1.2 -Dichlorobenzene ND 330 pg1Kg 1 1,3-Dichiwobenzene NO 330 pg/Kg 1 14-Dieidorobanzene NO 330 pg/Kg i 2,4,6-Tnchiorophenoi ND 330 pg/Kg 1 2,4,6 -Trichlorophenol NO 330 pglKg i 2,4-Dichkxophenol ND 1600 pg/Kg 1 2,4 -Dimethylphenol NO 330 uglKg 1 2.4-Dinitrophemi NO 1600 ug1Kg 1 2,4-Dinttrotofuene NO 330 u91Kg 1 2.6-DNtrptofuene NO 330 pg/Kg 1 2-Chipronaphthelene NO 330 uVKg 1 2 -Chlorophenol NO 330 pg/Kg 1 2-Methyinaphthatem NO 330 p9/Kg 1 2-Methytphenot NO 330 p9/Kg 1 2-Wroaniline ND 1600 pg/Kg 1 2-NKrophena NO 330 pg/Kg 1 3,3"-Dlchlorobenzfdina ND 660 pg/Kil i 3-Nitroaniline ND 1600 pg/Kg i 4,6-Diniao-2-nuaftlphenol NO 1600 WKg 1 4-8mmophenyt-phenylether ND 330 pglKg 1 4-Chloro-3•methylpherwi NO 660 paft 1 4�CMoroanttne ND 660 pg/Kg 1 441 torophenyl-phenyiether ND 330 pg/Kg 1 4 -Met iylpherrol NO 330 pg/Kg 1 4-Ndroanitine NO 1600 pg1Kg i 4-Nftrophenol ND 1600 pg/Kg i Acenaphthene NO 330 pglKg 1 Acenaphthylene ND 330 pg/Kg i Anthracene NO 330 pg/Kg 1 Senzidine(M) NO 1600 pg/Kg 1 Analyst: HH 37192009 03:11 PM 31191200.9 03e11 PM 3012009 Analyst: DMP 31241200901:43 AM 312412D49 01:43 AM 312412009 01.43 AM 3242009 01;43 AM 3242009 01:43 AM 324/2009 01:43 AM 324!2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 312412009 09.43 AM V2412009 01:43 AM 31241200901'43AM 3.242009 01 „43 AM 3/2412009 01 °A3 AM 3/241200901:43 AM 312412009 01:43 AM 3124/2009 01:43 AM 3/24/2009 0143 AM 3/24/2000 01'43 AM 3/24!2000 01:43 AM 32412009 01:43 AM 3242009 01:.43 AM 3/2411009 01.43 AM 3242009 01;43 AM 32412009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01.43 AM 3242009 01A3 AM 3242009 01:43 AM Qualifiers; B Analyte detsutead in the associated Mediod Blank B Vxtue above quantitason range H Holding timestaar trepanation or ysis"cteded NO Not Detevtd at the Reponing Unit 5 SpikclStmng4te ouki9de ot7inrSts due to mahix int tcrcace Result"m toot ufflm othenvi,"pecified DO Surrogate Diluted Out idt aaeed leelmol g, 3275 II'alnutArenrre, Signal 11111, C4 90"55 Tel. 5462. 959.4(745 Fay. 562.989,4040 20 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 2e -Afar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 63.1.3 Lab Order; 104410 Collection Date: 3/1012009 1:12:00 PM Project: Newport -SCE Parcel= 662497-001 Matrix: SOIL Lab ID: 104410-006 Analyses Result PQL Qual Units OF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS SY GCIMS EPA 3550E EPA 8270C RUn1D: MS6 090320A QC Batch: 54042 PrepOatw 3124!2009 Analyst DMP Benzo(a)anthracene NO 330 pllft 1 3!24/200901: 43 AM Senzo(a)pyrene NO 330 Pont 1 3/24/200901-43AM Benzo(b)fluoranthene NO 330 pg/Kg 1 3/241200901: 43 AM Benzo(gh,i)perylene NO 330 pg/K9 1 3/24!200901:43 AM Benzo(k)luoranthene NO 330 pg/Kg 1 3124/200901„43AM Benzoic acid N0 1600 pg/K9 1 3.24!2009 01:43 AM Benzyl alcohol NO 660 pg1Kg 1 3124/200901d3AM Bis(2-chloroe1boxy)methane NO 330 pg/K9 I 31241200901„43AM Bis(2-chkuoethyF)ether NO 330 pg/Kg 1 3/24/200901: 43 AM Bis(2-chloroisopropyl)ether NO 330 pg/Kg 1 3/24/200901: 43 AM Bis(2-ethylhexy0phthilate, NO 330 pg1K9 1 3/24/200901:43 AM Butytbensylphthalate NO 330 pgAKg 1 3141200901: 43 AM Chrysene NO 330 pg/Kg 1 3/2412009 01:43 AM Di-n-butylphthalate NO $30 pglKg 1 31241290901;43 AM Di-n-oclAphthaiate NO 330 pgft 1 3/24200901, 43 AM Oibanz(a,h)arrthracene NO 330 pgiKg 1 324/2009 01.43 AM Oibenzoturan NO 330 pg/Kg i 3241200901:43 AM Dlethylphthalate NO 330 ptlft 1 3202009 0143 AM Dorrnhyiphfhalate NO 330 pg/Kg 1 3/24200901 A3 AM p'luoranthene NO 330 pgfKg 1 3124/200902:43 AM Fluorene NO 330 pgntg 1 3/24/200901;43 AM Hexachlombenzene N0 330 pg'Kg 1 3242009 01;43 AM Hexachiorobutadiene NO 660 pg/Kg 1 3242009 01:43 AM Hexachiorooyclopentadiene NO 660 pgfKg i 324/200901,,43 AM Hexaehlomethane NO 330 pg/Kg 1 324200961'43 AM inderw(1 2,3• d)pyrene NO 330 µ9/K9 1 324/200901: 43 AM isophorone N0 330 pg/Kg 1 324/2009 01:43 AM N-Nitrosodi-n•propyfamine NO 330 pg1Kg 1 324/200901:43 AM N-Nitrosodiphenylamine NO 330 pg/Kg 1 324200901:43 AM Naphthalene N0 330 pg/Kg 7 3242009 01:43 AM Nitrobenzene NO 330 pg/Kg 1 3/24200901: 43 AM Pentachlorophenol NO 1600 pg1Kg 1 3124240901:43 AM phenanthrene NO 330 pg/Kg 1 32412009 01.43 AM Phenol NO 330 µ9/K9 1 324/2009 01.43 AM Pyrene NO 330 pg/Kg 1 324/200901:43 AM So”: 1,2-01chiorabetnene-d4 67.4 49-103 %REC i 324!200901.43 AM Qualiflers: B Awlyte detected in the a natewted Method Blank k. Value ahave quandtavon range H Holding hetes fbi preparation oranaiysis exceeded ND Not Detected at the Reporting limit S Spikesunrof:.rre outside orhmh,s due to matrix imcrrcrenca Regalia are wet unless otherwise specified DO Surrogate Dihned Out �. tdr'1.r7>r><.rtarrezrfrr;=,..• 32 75 i#ufrrur..lvenue, Signal HM, C4 90 755 TzT: sr;?. 484401Fox; $dlr.90.4040 21 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date; 26 -Mar -09 CIAENT: Leighton Consulting, Inca Client Sample ID; 133.1.3 Lab Order; 104410 Collection Date: 3e 1012009 1:12.00 PM Project: Newport -SCE Parcel, 602497-001 Matrix; SOIL Lab ID: 104410-006 Analyses Result PQL Qual baits DP Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC{MS EPA 9550E EPA 82140 Run1D: MS6_090320A 00 Batch: 54042 PrepDate?. 312012009 Analyst: DMP Sun: 2.4.6-Tntiromopnenol 121 47-129 S %REC 1 3/24/200901;43 AM Sun. 2-Chbrophenol-d4 15.9 54.109 a %REC 1 312412009 01 A3 AM Suri 2-FluorobiphenA 90.3 59-108 %REC 1 312412009 01:43 AM Sum 2-Fluomphencl 9.99 50.111 5 %REC 1 3/24/200901: 43 AM Surr, 4-Terpnemd-d14 97,7 58-135 %REC 1 3724200901:43 AM Suer: Nitrobenzan"S 85.9 54.115 °kREC 1 3!2472009 01 A3 AM Syr: Phenol -d5: 47,0 5&112 5 -/ REC 1 312412009 01:43 AM Qaallaem B Analyte detected in the asw iated Method blank E Value above quanritatum range I4 Holding times tar preparation or anerlysia exceeded NO Not Detected at the Reporting Limit S SplkeSurmitate outside ofIimus due to matrix imorlarence Results are wet unless otherwise specified DO Surrogate Diluted Out .tdianced l�afraolnl;,r .. CxLrtr.ttore w_,. _. 3275 lknbra,t Avenue. Signal IR1l, (A 90795 Tata 942. 90, 043 Fax., 562,989.4040 22 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print nate: 26 -Alar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID:. E445 Lab Order: 104410 Collection Date: 311012009 12:15.00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab to: 104410-007 Analyses Result PQL Qua] Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EFA S036B(M) RuniD. GC8 090317A TIR Hydrocarbons: CS -C10 TIR Hydrocarbons:. C10�C18 TIR Hydrocarbons: C18 -C28 TIR Hydrocarbons: C28 -C36 VA Hydrocarbons: C36 -C40 TIR Hydrocarbons C8 -C40 Total Sum. ii-Terphenyt PCBS BY GC/ECD RunID: GC5_0903168 Arodor 1016 Arodw 1221 Arodor 1232 Arcdor4242 Arodor 1248 Aroclor 1254 Aroclor 1260 Arodor 1262 Aroctor 1268 Sum Decachlorobiphenyl Sur.. Tetrachloro-m-xylene QC Batch: 53868 PrepDate: 32 10 m9/K9 1 NO 10 mgXg 1 14 10 mglKg 1 16 10 mgft 1 NO 10 mglKg 1 62 10 inottq 1 112 87.144 %REC 1 EPA 3558E EPA 6082 QC Batch: 53874 PrepDate: NO i6 P9/K9 1 NO 33 Pg/Kg 1 NO 16 Vg/Kg 9 NO 16 P9/K9 1 NO 16 PgNg 1 NO 16 P91K9 1 NO 16 Pg1K9 1 NO 16 PgiKg 1 NO 46 P9/K9 1 72.9 30-124 %REC 1 77.0 40-118 %REC 1 3116/2009 Analyst CBR 311711909 1217 PM 31171190912:17 PM 31171190912617 PM 3117/19091217 PM 31171190912:17 PM 3117/4 909 1217 PM WiPl90912:17 PM 3,11612009 Analyst: HL 3116/2009 11'29 PM 3/16/20991129 PM 31162009 11:29 PM 3116/2009 11:29 PM 3116/2009 11:29 PM 3/16/2009 11:29 PM 31161200911.29 PM 311 622009 4 1:29 PM 31161200911:29 PM 3J1 W00911:29 PM Ti 612009 11:29 PM QuailBers: 0 Awliae detected in the associated Nleduxi Blank R Value above quatulladon range H Holding times for prepsratm or analysisexcceded NO Not Detectedatthe Reporting Limit S SpikciSurrogau: outside ofhmita dere to ttsutrix uterlacnee Results arewet unless othernlse specified DD Surrogate Diluted Out PA,iJr.vnerd l u7tnnlugr ,". 5{rtrnr rrurar ,. 3375 Rabnrt Aren ue, Signal (fill, (A 907.5 Tel. St: 9,19,4045 fna�r 56J.9A94640 23 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -;tsar -04 CLIENT: Leighton Consulting, Inc. Client Sample ID: B4-1.8 Lab Order: 104410 Collection DaW 3110/2009 92:30:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab to: 104410-008 Analyses Result PQL Qual Units DF Date Analy7xd HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunlM GCCO90317A OC Batch: 53868 PrepDate: 311612009 Analyst. CBR TIR Hydrocarbons: CS -CIO NO 10 mgft 1 3/17/190912A5 PM T1R Hydrocarbons:. 810-C18 NO 10 Milft 1 WI7/190912A5 PM T/R Hydrocarbons: C18.028 16 10 mgrttg 1 3117/190912A5 PM T/R Hydrocarhonai C28 -C36 NO 10 mgiKg 1 3N71190912A5 PM T1R Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 3/1711909 12:45 PM T1R Hydrocarbons:.C8-C40 Total 16 t0 mg/Kg 1 3M71190912A5PM Sum. p-Terphenyl 114 57-144 %REC 1 VI 711909 12>45 PM PCBS BY GCIECD EPA 36508 EPA 8082 RuniD; GC5_0903168 OC Batch ^.. 53874 PrepDate: 3/1612009 Analyst: HL AroclorI016 NO 16 pg/Kg 1 31161200911:59 PM Aroolor 1221 NO 33 pg/Kg 1 31161200911:59 PM Aroclor1232 NO 16 pg/Kg: 1 3/161200911:59PM Arccaor 1242 NO 16 pgMg 1 31161200911:59 PM Aroclor 1248 NO 16 pg1Kg 1 3/161200911:59 PM Arocior 1254 28 16 pg/Kg 1 3116/200911;59 PM Aroclor 1260 NO 16 pgJKg 1 3116/200911159 PM Arocicr 1282 NO IB pgtttg 1 3/l6P200911:59PM Aroclor 1268 NO 16 pg1Kg 1 3/16/200911:59 PM Surr Decachiorobiphenyl 806 30.124 %REC 1 3116i200911M59PM Sum: Tetrachlon nn -xylene 87.3 40-118 %REC 1 31161200911:59 PM Qua66erv: B Analyte detected in the associated Method Blank F value above quantitation range H Holding tiutar for preparation or analysis exceeded ND Not Detected at the Rtponiog Limit S SpikaeSmrogate outsideuflunits due to tnaltix interference Results are wet unlexs otherwise, specified DO Surrogate Diluted Out tttuuxrrd da<Aapktt'r - J27S Srglml fl 1, (A 9075,. TO: 56Z 980.404: Fits: 562.499,4044 fgt�ar t7alir. 24 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mal -09 CLIENT: Leighton Consulting, Inc, Client Sample 1W B5-0,5 Lob Order: 104410 Collection Date: 3/1012009 12:45:00 PNI Project: Newport -SCE Parcel, 602447-001 Matrim SOIL Lab ID: 104410-009 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunIO: GC8_090317A M Batch:. 53868 PrepDate: 311612009 Analyst:. CBR T/R Hydrocarbons; C6 -C10 28 10 milft 1 31171IM911 ZGAM T/R Hydrocarbons: C10 -C18 NO 10 mg/Kg 1 3/171190911,,50AM T/R Hydrocarbons: C18 -C26 ND 10 mg/Kg 1 3€171190911:50AM TIR Hydrocarbons: C28 -C36 13 10 M09 1 31171190911,'50 AM TIR Hydrocarbons: C36-040 ND 10 mglKg 1 3/17/190911:50 AM TIR Hydrocarbons: C8 -C40 Total 40 10 mgXq 1 31171190911:50 AM Sura. p•Terphenyi 113 57.144 °hREC 1 31171190911X50 AM PCBS BY GCIECO EPA 35506 EPA 8082 RuniD:: GC5_990316B GG SalcK 53874 PrepDate: 3/16/2009 Analyst: HL Aroclor 1018 ND 16 pg1Kg 1 3117120091229 AM Ar000r 1221 ND 33 pgiKg 1 3117120091229 AM Arodor 1232 NO 16 pgiKg 1 3117!20091229 AM Arodor 1242 NO 16 pgiKg 1 31171200912:29 AM Arodor 1248 48 16 pg/Kg 1 3117200912:29 AM Arodor 1254 ND 16 pg/Kg 1 31171200912.29 AM Arocior 1260 ND 16 pg/Kg 1 3!171200912,29 AM Arodor 1262 NO 16 pgiKg 1 3117120091229 AM Aroclor 1268 NO 16 ug1Kg 1 3117/2009 12:20 AM Sum Demehlorobipheny4 78.7 30-124 °hREC 1 3117200912:29 AM Surr Tetrachloro-m-xylene 85,2 40-118 %REC 1 3117200912.29 AM Qualifiers: B Asei}ae deterred In the eaux;iated Method Blmk E ValteaKnequantitationrange H Holding times for preparation or analysis exceeded NO NotDoccledaufie ReponingLimit S Spike'Surr,gate outside at9imits due to m inx interfemw Resrdte are wet unlessatherxise speeit[ed DO Surrogate Diluted Out ldr nrtrrd h:heoh + '�``. w.rvlrtu>rrtrrrlr;,� ,T s?%q it'ulrxut,4venus*, 1r';rent hill (.'A ?1it',1.x %Fl, X42. 9,411 1G9± 7`trr:.5?5:Z.9r3%,JOdO 25 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Prat Dace: 2e -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 135-ZO Lab Order: 104410 Collection Date: 3/10/2009 12:55:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab IDM 104410-010 Analyses Result _ PQL Qua] Units DP Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LOFT EPA 8015B(M) RunID:. GC8 090317A QG Hatch: 53868 PrepDate: 3/1612009 Analyst: CBR MR Hydrocarbons. CS -C10 ND 10 mgfKg 1 3117/190911:24 AM TIR Hydrocarbons: C10 -C18 NO 10 wVKg 1 3/1711909 11:24 AM TIR Hydrocarbons: 018-028 28 10 mg/Kg 1 7171190911:24 AM TIR Hydrocarbons: C28 -C36 NO 10 mg/Kg 1 31171t9091124 AM T/R Hydrocarbons: C36 -C40 NO 10 mglKg 1 3117119091124 AM T/R Hydrocarbons: C8 -G40 Total 25 10 mgtKg 1 3117119091124 AM Sur, . p-Terphenyt 107 67-144 %REC 1 31171190911.24 AM PCBS BY GCiECD EPA 35508 EPA 8082 RunID:. GC5_090317B G0 Batch: 53914 PrepDate: 311712009 Analyst: HL Arodor 1616 ND 16 pgiKg 1 311712009 63:31 PM Ardor 1221 NO 33 pgiKg 1 311712009 03t31 PM Amdor 1232 NO 16 pg[Kg 1 3117=09 63:91 PM Amccr 1242 ND 16 pg/Kg 1 3117/2009 6131 PM Aredor 1248 NO 16 pg/Kg 1 3/1712009 03;31 PM Arodor 1254 92000 8200 pg/Kg 500 3/1712009 05:01 PM Arodor 1286 NO 16 pg/Kg 1 3/17/2009 03:31 PM Aroclor 1262 NO 15 pg/Kg 1 3/171200903:31 PM Ardor 1268 NO i6 pg/Kg 1 3/1712009 03::31 PM Sun: Oecachbrobipherryt 127 30.124 s %REC 1 311M00903'31 PM Surf: Decachlominphenyl 0 30.124 $00 %REC 500 3117/2009 W01 PM Sum. Tetrachlom- -xylene 0 40.118 son %REC Soo 3117/2009 05:01 PM Surr: Tetrachioro-m-xylene 85.5 40.118 °!DREG 1 3f17=09 03:31 PM Qualifiers: B Analyte deWtod in the associated Method Blank E Value above guantuadon range H Holding times for preparation or analysis exceeded ND Not Detected at the Repomng Limir S SpikelSwrogatonutside ofIimits due to matrix interference Results are wot unless othewiw sped bed DO Surrolaw Diluted Out idr ificed IsaGndfRMz,,, Oka'' _ I.aGrnen+ere+_....�.w -12�5 11Pa7rrrrl,#vc+rxae, Signal Aiff, C4 90755 Too, 56.. 989,404; Fax: 6z9RIi.4040 26 of 43 Z, C Ul 9 6- ep M � r fF t0 tp 0 M M TM 4 V SE94 pnnnn zzzzzn0zz92 ,Nm n N 2 � �s�y�+su�SCo555����os;� W � M 00 n n � � U7 as m m O w � � dpi w u i �x y, c B w � Y 'c F �f pnnnn zzzzzn0zz92 ,Nm n N 2 � �s�y�+su�SCo555����os;� W � M 00 n n � � U7 ry - O � dpi w u i �x y, c B w � x 'c F �f o Z C w ry - O � dpi w i y, c B w � x 'c F �f o Z C w 'N AY Lf. q ` 4 C M a o �""tr R�:�S w rs s c $ ,4ffi o D p 4 4 ,c Yu s y ,M � e 5 �i � m m m Q a rs s c $ ,4ffi o D p 4 4 ,c Yu s y ,M � e 5 �i � m �m Esc a�omm A <? 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N, 4 Q :i 6. tll( m Q 4 ❑ � G wi iY O "N p O� h p Y s L1 O M (G 6� h tG p Uf qt O O p 4 0 0 0 0 V W C m xG CD V Gi ep tp. to W Z Z. aq V IpLJ� pp, pY E E 'c`�mmo.Nr �"�'� w m � X�044 (.(.ivre Z2.-�o e3 rti a � 4 a tl' S� '00000000460 �A�n � H , `w Y i`v Y 6 2 q ? Q ? m f� m mw w CMi tMh m mM '. F a � R o tT a 4 i3 i"J O A('p) t^i f9 t"J {'i p Pea}}Y O (O N NO m = 0 ryMtl! y(pP {O� ppp /F��{ Qm mM 1+ h to (U M saT 9 F N W 1[t v G q� GGQ}} ro py C c Q C 6 a S Y rC3 fNNNN�{��N` 6LO Cq c= cCL a ss O 0 L �- N N N pp a C t O Gl o 2 m L J p O ro N E m ,cc �o N 2 `c y to S J 4t UY Vi fn � U i 0. N. U d N U 6 ,-`CYN} •} 6Zd d a gg { q I 0 w 0 coo z z z z 2 z0 Ap 0.Y � r V 4 n � S L fi C Y w C 4 U r v C Q 4 h I w C Y YLC N U rq oll 01, Kol i w a s w a x ggw J mw Z 4 N E a m o P, � O N Yry m 0 v, G 0 n 9 m O a a >°du Q1 � 4 o p�y .c a m O � v "v L fCI' w Vi CO N ro off V1 = N .0 � A n n w uai. N E C N m d w � �o m w ^1`1 � E Y £ w in n m E ani m V > F w J U U m nr U a 6 w C Y YLC N U rq oll 01, Kol i w a s w a x ggw J mw Z 4 N E a m o P, � O N Yry m 0 v, G 0 9 m O a a >°du Q1 ve 4 ay p�y .c a m n � v "v L fCI' w Vi CO ro m = r°� uO3i � A n n w uai. N E C N m d w � �o w ^1`1 � E Y N m N N V > F w U N �oo a 6 x W � i3 6 2 o h o fm- d Yry m 0 O G 0 9 O a a >°du Q1 ve 4 ay p�y .c g E Y m n � v "v L fCI' w xq CO O O N C N m m V D � E N N N V Q F Yry 0 O G +n 9 O a a >°du W CL 4 ay PS .c g E Y v "v L fCI' CO N Q 0 a r Q Q Q h s� c 6 F o h m Q W W ds Q c L W n Q M S n qya p G O > c v s p m w J C 4S LLi K n: a w � q b d 8. u �a L gj © w a z N a *;T c �a AM a August 12.2009 Meredith Church Leighton Consulting, Inc. 177811 Cowan Street Irvine, CA 92614 TEL (949)681-4208 FAX: (949) 757-7230 RC: SCF Newport, 602497-003 Atientiow Meredith Church FLAP No.1838 NE?LAP No..02107CA NEVADA.: CA -401 CSDLAC No. -10196 Workorder No,� 106685 Enclosed ire the results for samples) received on August 03, 2009 by Advanced Technology Laboratories .'rhe sample(s) are tested for the parameters as indicated in the enclosed chain of custody in accordance with the applicable laboratory certifications. Thw* you for the opportunity to service the needs of your company, Please fuel fico to cal l my at (562)989-4045 if t can be of further as,s stance to Your riompany. Sincerely„ Oddie The entex aner and tfte case narradw are an int" xt pan ct`thi« analgsicai reran and cannot be reproduced in pan or in its enures'% tt tthout m lutea mvinimm fmir ttie o tent and ,Advmrc cli'1'echnoioety Labortumcs, tct:i{6l 4.,.-: VIFt' (1`.k e .t ;'87.'j .rx i, te5.y tJ `A„f,..y'.t'f..{- .T if i. "62 98(t..A'1%:lt! 1 of 68 Advanced Technoloav Laboratories Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Project: SCE Newport,: 602497-003 CASE NARRATIVE Lab Order: 106685 Analytical Comments for EPA 80158(M) (C8 -C40) Samples 106654-OOIAMS and 106654-OOIAMSD. Matrix Spike (MS) and Matrix Spike Duplicate (MSD) are outside recovery criteria; however, the analytical batch was validated by the Laboratory Control Sample (LCS). Sample 106654-001 AMSD, RPD for Matrix Spike Duplicate (MSD) is outside criteria; however, the analytical batch was validated by the Laboratory Control Sample (LCS), Analytical Comments for EPA 8260E Sample 106685-006A, surrogate recovery biased low possibly due to matrix interferences. Samples 106685-006AMS and 106685-006AMSD, Matrix Spike (MS) and Matrix Spike Duplicate (MSD) are outside recovery criteria; however, the analytical batch was validated by the Laboratory Control Sample (LCS). Analytical Comments for EPA 8270C Sample 106685-006A, surrogate recovery biased law possibly due to matrix interferences.. fdrnifmtt Tct Lrtvlggi ��trrlurruwries� ^3275P1 "abiw.Avenve Signal Hill. €A 90X54 `ooZR Tel: 562. 9894045 3 -ax: +62.M9,4040 Advanced Technology Laboratories ANALYTICAL. RESULTS Print Date: 72-AU&09 CLIENT: Leighton Consulting, Inc._ m Client Sample ID B6 -GW Lab Order: 106685 Collection Date: 8312009 10:03:00 Attil Project: SCE 23ewport,602497-003 Matrix: GROUNDWATER Lab ID: 106685-001 A Analyses Result PQL Qual Units DB Date Analyzed HYDROCARBON CHAIN IDENTIFICATION RunlD: GC8_090804A QC Batch: 109VW0134 T/R Hydrocarbons: C4 -C12 ND 0.20 Surra Bromotluorobenzene{FID} 65A 71-130 EPA 8015B PrepDate: Analyst: BD mg/L 1 8/4/200907;33 PM %REC 1 8/4!200&07:23 PM Quatit[erst B Analyte detected in the associated Method Blank F Value ahoy quantitation range H Hriding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike+Surmgme, outside of limits due to matrix interference Results are wet unless othemnse specified DO Surrogate Diluted Out Idruneed 0Ie ltrralo4�t .,-l�atmrararirs ...� a3:"5WalrttttAvenue, SignalNifl, (A A(1'S> Tet. 562.989,4045 Fax: 561989.4040 3 of 68 If Analpe 44uvwd m the AssWwwd Method Bbvik F Valw aNwe qnarduation range If Holtholt tom fir Mpartruort or" em ea"t" 'NLI -Alt at the Itq*rtaff I'"na S SpiltSurtoplt emaiidc of limits due to nwnx intemace ltvsulb air Wo mlrss e,Ihexwi AM360 IX) sttrrogdto Dfltded Oot ancrol fi'ehnajqg� ------ --- — ---- .{s75 It 1 5 'rk 6, , 989.404 5 362,989.4040 alaw Avewfe� 11 It 4' QV 5 I 5 4 of 68 ANALITICAL RESULTSechnology Advanced TLaboratories Print Date., 12 -Aug -00 CLIENT* Leighton Consulting, Inc. . .... ... . ... Client Sample 11): B6 -GW Lab Order. 106695 Collection Date. 9111200410:03.00AM Project: SC E Newport, 602497-003 Matrix. GR0T,,NDWATrR Lab ID: 106685-OOIB ....... .. . Analyses Result .......... ..... .. . . . PQT' Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 351 OC EPA 80158(M) Runll): 0016_090806F QC batch* 57067 prepData: 61412009 Analyst: CBR TfR Hydrocarbons: C8 -C10 ND 0.20 MUA, 1 81612009 Mal) PM T/R Hydrocarbons: Cl O -C 18 023 0.20 MOIL 1 80200906:40 PM TIR Hyftcarbo= Cl 8-028 0,45 0.20 med, I 8020W 06A0 PM TIR Hydrocarbons: C28-036 ND 0,20 mg/L 1 802009 MAO PM TIR Hydrocarbons. 036-040 ND 020 M91L I 81OP2009064OPM TIR Hydrocorhom C&C40 Total 0,68 0.20 mWL I 81642009%4OPM Surr P•Tarphrroyl 78.5 35-131 %REC I &WO09 06,40 PM If Analpe 44uvwd m the AssWwwd Method Bbvik F Valw aNwe qnarduation range If Holtholt tom fir Mpartruort or" em ea"t" 'NLI -Alt at the Itq*rtaff I'"na S SpiltSurtoplt emaiidc of limits due to nwnx intemace ltvsulb air Wo mlrss e,Ihexwi AM360 IX) sttrrogdto Dfltded Oot ancrol fi'ehnajqg� ------ --- — ---- .{s75 It 1 5 'rk 6, , 989.404 5 362,989.4040 alaw Avewfe� 11 It 4' QV 5 I 5 4 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12-4"g49 � CLIENT: Leighton Consulting. . ginc. - Client SamplelD B6 -GW Lab Order: 106685 Collection Date: 81312009 10:0 :00 AM Project: SCE Newport, 602497-003 ;t4strtit: GROUNDWATER Lab TD: 106685-00I C 0.60 Analyses Result PQL Quaff Units DF Date Analyzed PCSS BY GCXECa RunlD: 43C4,090807A Arodor 1016 Amclor 1221 Arodor 1232 Amclor 1242 Amclor 1248 Atoctor 1254 Arodor 1260 Amclor 1262 Arodor 1268 Surr, Decachlcrobiphenyl Surr Tetrachloret-m-xylan EPA 3510C EPA 8082 AC Batch: 57126 PrepDate: ND 0.60 pglL 1 ND 1.0 pgA- 1 ND 0.60 }tO/L 1 ND 0,50 ug1L i ND 0.50 pg/L 1 ND 0.50 lig/L 1 ND 0.50 pgtL 1 ND 0.50 W1. 1 ND 0.50 pok 1 83R 29-130 %REC. 1 85.2 48,126 %aREC 1 8166/2009 Analyst: 80 8/7/2009 11:01 AM 8/7/200911;01 AM 8/7/200911:01 AM 8/712009 1 1171: AM 817/200 9 11:01 AM 8/7/2009 11;01 AM 8/71200911:01 AM 8!7/200911;01 AM 8/7/2009 11:01 AM 8/7/200911,01 AM 8/71200911:01 AM .._.................. , ,,, ._.._.._,_..,H____m..._ Qu.1in, c B Analyte detected in the associated Medtod Blank E Value above quantitation range R Holding times Far preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike±Surrogete outside oFlimits due to matrix interference Results are wet unless othmMse specified DD Surrogate Diluted out 4d+nnerd lccfrnntu�t Lr+(aarntvrecs.,.."..,.- 3275 LPrarintrr,4aeftzre, 5'igfral XXi7e, C1 90755 Tel: 562. 989,404S Ftavr56-4989,4041 5 of 68 RunID: GC2 0908048 TIR Hydrocarbons;: C4 -C12 Surr: BromoRuorobemem (FID) PCBS BY GCIECD QC Batch: E09VS246 NO 1A m91K9 95.5 69-145 */oREC PrepDate:. Analyst: KHN 1 81412009 09.40 PM 1 8/412009 09.40 PM EPA 3650B EPA 8082 RuniD: GC5_090806B QC Batch: $7129 ANALYTICAL RESULTS Advanced TechnologyLaboratories NO Print Date: 11 -Aug -09 CLIENT: Leighton Consulting, Inc. NO 33 Client Sample ED: B6-2 Amdor 1232 Lab Order: 106685 16 pWX9 1 Collection Date: 8/3/2009 947:00 AM Project: SCE Newport, 602497-003 16 pg/Kg 1 MatrW SOIL NO Lab to- 106655-002A P9/Kg 1 Amcor 1254 NO 16 Analyses Result PQL Qual Visits DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION pg/Kg 1 Arodor 1262 NO 16 LUFT Arodor 1268 NO EPA 8015B(M) pglKg 1 RuND:. GCt6_090806C OC Batch: 57087 30.124 Prepoate: 8/5/2009 Analyst: CBR TIR.Hydrecarbons.. CB -C10 NO 10 mg1Kg 1 816120090220 PM TIR Hydrocarbons,.Cf0-C18 NO 10 m9/K9 1 $i6/200902:20PM TIR Hydrocarbons: C18 -C28 NO 10 mg/Kg 1 8/6/200902:20 PM TIR Hydrocarbon& C28 -C36 NO 10 mg/Kg 1 8161200902'. 20 PM TIR Hydrocarbons: C36 -C40 NO 10 mgft 1 8161200902'20 PM TIR Hydrocarbons C8 -C40 Total NO 10 mg/K9 1 8161200902;20 PM Surr. p-Terpkenyl 98.4 57-144 %REC 1 8/6/200902:20 PM HYDROCARBON CHAIN IDENTIFICATION EPA 8015E RunID: GC2 0908048 TIR Hydrocarbons;: C4 -C12 Surr: BromoRuorobemem (FID) PCBS BY GCIECD QC Batch: E09VS246 NO 1A m91K9 95.5 69-145 */oREC PrepDate:. Analyst: KHN 1 81412009 09.40 PM 1 8/412009 09.40 PM EPA 3650B EPA 8082 RuniD: GC5_090806B QC Batch: $7129 PrepDate;. Araclor 1016 NO 16 pg/Kg i Amcor 1221 NO 33 pg/Kg 1 Amdor 1232 NO 16 pWX9 1 Arodor 1242 NO 16 pg/Kg 1 Arodor 1248 NO 16 P9/Kg 1 Amcor 1254 NO 16 pg/Kg 1 Arodor 1260 NO 16 pg/Kg 1 Arodor 1262 NO 16 pg/Kg 1 Arodor 1268 NO 16 pglKg 1 Burr: Decachlorobiphenyt 97.6 30.124 %REC 1 Surr: Tetrachtora-m-xylene 86.7 40.118 %REC i 8/8/2009 Analyst: BB 817120091212 AM 8171200912.12 AM 817/20091212 AM 817/200912:12 AM 8/71200912:12 AM 817/200912;12 AM 8171200912:12 AM 8(71109912:12 AM 8[71200912:12 AM 8171200912:12 AM 8171200912;12 AM QuaBfierx: B Ain tyle detected in the assatiated Method Blank E Value above quantitation range H Holding times for preparation oranalysis exceeded NO Not Detected at ft Reporting Until S SpikefSurrogate nuiside of Limits due to matrix interference Results ate wet unless otherwise specified DO Surrogate Diluted Out tdrrrrrrcd lrrkfrnfnz I:rGrerararias ..-,� . 175 dF"lakaerr :l verxttr, Signal Hfh CA ,90755 1"rsP 561. 989.4114$ Fnxr 562.989.4040 6 of 68 Qaaierers: B "tu tyle ar:t"'W m the arsextatod Jtt'thr;eiC;'wk H Ht+khzyl tunes fix `rata or anady;tw zvcsa.aya�ttS Nt3 Nos Ortaxtret at tls: itey*'arllaal damn S StaAc tart ezxurr ofhviqu due to mum wafenmF Result, arr w,r4 unktr spc irwd DQ sum"le Imtri w:i rya1 Afel+ ern art 7 c r frnnfn : s t ....w..l»/earxtnr%a*e :�., 3.-". �' It:rltrrrt ^la„verac=, Sign ul Well, Cl 90-5.5 %l: q64 "94#45 Fax: 62,989,4040 7 of 68 ANALYTICAL RESULTS Advanced TeehDc►la Laboratories Print Date: 14%'lug-00 CLIENT: Leighton Consulting, Inc, Client Sample to, 136-5 Lab Order: 106685 Collection Dater 91312009 9:52:00 AM Project: SCE' Newport, 602497.003 Matrix: SOIL Lab 1D: I06685.003x1 Analyses Result PQL Qnal Units OF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUF`l° EPA $0158(M) RuntO; GCIS 090806C OC Batch: 57087 PrepDate: 8152009 Analyst. CBR TIR Hydrocarbons 08.010 ND 10 mg/Kg 1 8/6120090229 PM TIR Hydrocarbons: CIO -C18 NO 10 mgfl(q 1 8/61200902:29 PM TfR Hydrocarbons: G18 -C28 NO 10 MWKg 1 816200902.29 PM TI`R Hydrocarbons:. C28 -C36 NO 10 MwKg I 818200902:29 PM TIR Hydrooarboos: C36 -C40 No 10 "19ft i U=9 02:29 PM TIR HydroearbowCS-C40Total NO to MwK9 1 8620090229 PM Sup p Terphenyl 05.8 57.144 %FtEC 1 $16200902;29 PM HYDROCARBON CHAIN IDENTIFICATION EPA $0156 RunlD: GC2_0908048 OC Batch: E09VS246 PrepDate: Analyst KHN T/R.Hydrocatbon%C4-C12 NO 1A mg/Kg 1 814/200909:65 PM Burr: Bromoltuorobonxene(FID) 94A $9145 %REC 1 8/4200909:55 PM PCBS BY GCfECO EPA 35506 EPA 8082 RwID; GC5_tI90806B OC 57129 PrepDato: 888#2009 Analyst: BB Arodo'1016 NO 16 pg1K9 1 817200912:42 AM AMCtor 1221 NO 33 pW'Kg 1 $+7+200912:42 AM Arodor 1232 ND 16 pg/Kg i 81712009 72.42 AM Aroctor 1242 NO 16 p9/K9 1 81720091242 AM Aroodor1248 NO 16 pglKg 3 81720091242AM Aroodor 1254 ND 16 pWKg 1 W/20001242 AM Arocior 1260 NO 16 pgfKg 1 $371200912142 AM Aroclor 1262 ND 16 41911<9 1 W200912,42 AM Aroctor 1268 NO 16 pgfKg 1 $77120091242 AM Suer: Decachloroblphenyl 21.9 30.324 %REC i &7`200912:42 AM .SLwr Tatradroro-m xylene 72.8 40,118 %REC 1 8171200912.42 AM VOLATILE ORGANIC COMPOUNDS BY GC{MS EPA 82606 RuND:: MS4_090805A QC Batch: K09VS145 PrepDate, Analysis HH 1,1,1,2 -Tetrachloroethane NO 5.0 pg7Kg 1 8/5200912:: 33 PM 1,1,1 -Trichloroethane NO 5,0 pg/Kg 1 $/51200912.83 PM 1,1,2,24etrachioroethane NO 6.0 jig/Kg 1 8151200912.33 PM 1,1,24riohloroothane NO 50 pg/Kg 1 84=0912,33 PM Qaaierers: B "tu tyle ar:t"'W m the arsextatod Jtt'thr;eiC;'wk H Ht+khzyl tunes fix `rata or anady;tw zvcsa.aya�ttS Nt3 Nos Ortaxtret at tls: itey*'arllaal damn S StaAc tart ezxurr ofhviqu due to mum wafenmF Result, arr w,r4 unktr spc irwd DQ sum"le Imtri w:i rya1 Afel+ ern art 7 c r frnnfn : s t ....w..l»/earxtnr%a*e :�., 3.-". �' It:rltrrrt ^la„verac=, Sign ul Well, Cl 90-5.5 %l: q64 "94#45 Fax: 62,989,4040 7 of 68 Analyses Result PQL Anal Vnits DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS RESULTS Advanced Technology Laboratories � .. dnt Date. Pr3ntDale: r2-At,g49 CLIENT: 7-7:.. .._ _ ,�__.-.. ., Lcisliton C onsti ting, Inc, ... , _..._ .. vw.� Client Sample ID: 136.5 Lab Order: 106685 Callection Date: 8;1372009 9:92:00 AM Proj&t: SCE WeAkpom 502497-003 Matrix: SOA. Lab TD: 106685-003x;, 1,1-Dicnlomethana Analyses Result PQL Anal Vnits DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 8260E RunID: MS4_090805A OC sat* KD9VS145 PrepDate: Ana"i 14H 1,1-Dicnlomethana NO 5.0 pg/Kg 1 81520091233 PM 11,01chloroothene NO 5,0 pg/Kg 1 8151200912,33.PM 1,10chioropropene NO 9.D pg/Kg 1 3/51200912:33PM 1,2.3-Trichlombenzene NO 60 pg/Kg 1 8151200912.,33.PM 1,2,3-Trichtomprapane NO 5:0 PWYO. 1 815121)0912.33 PM 1.2,11-TrW0r0benseno NO 5.0 P09 1 8151200912:33 PM 1,2,4-Tdineth} aenzone NO 5.0 t7g''K9 4 aR4F2009 IZ33 P'ht I.2-D'cmmo-3-dsompmpane NO 10 Pgft 1 8+5.'200912:33 PTO 4 2-Mmmoetham NO 5.0 pWKg 1 a161200912.33 PM 1 2•Dichiombenzene NO 5:0 pg/Kg 1 8>'SP200912:,33 PM 1,2-Dichtoroethane NO 5.0 pg7K9 1 815/200912,33 PM 1,2-Dichlompropano NO 5.0 pg/Kg 1 815/200912:33 PM 13,5-Trimethobenzene NO 5.0 pg/Kg 1 8&20D912:3315M 1.3-Dichlombenzene NO 5.0 pg1Kg 1 8±51200912:33 PM 1,3.Oktdoropmpane NO 510 pg/Kg 1 8051700912:33 PM 14-D chiombenzene NO 5.0 t4i(q 1 a'5200912.33 PM 2,2-DWOxopropme NO 5.0 pgrKg 1 &1520091233 PM 2-Ct ccofaft e e ND 5.0 P02 1 ws/200912-13pm 4-Chtomtohfeno NO 510 PwXg / W5/20091Z33PM 44sopmpykduelte NO 510 pg4(q 1 8157200912:33 PM Benzene NO S.0 pg/Kg 1 at5/200912.33pM 8mmotenzene NO 5.0 pg/Kg 1 8/51200912:33 PM 8mmocrichiorornethans NO 6.0 pg/Kg 1 8151200912:33 PM Bromotorm NO 5.0 pglKg 1 $16120091213 PM 8mmomethane NO 5.0 Mft 1 815/200912.33PM Cadwn tetras forwe NO 5.0 pgtKg 1 8/5200912.:33 PM £htorobenzene NO 50 t4Kg 1 81512009 12 13 PM Ch%croethane NO 6,0 P09 1 8/51200912.33 PM Chfomfonn NO 5.0 1.109 1 SWO09 42.33 PM ne NO 6.0 PgX9 1 815200912.33 PM c?s-1.2.OiditoroeUerre NO 5.0 pg1Kg 1 8151200912'33 PM cls-1,3-01chioroprop" NO 60 pg/Kg 1 8157200912.33 PM Di -isopropyl ethos NO 5.0 pg%g 1 8151200912:33 PM Dibromochloromethone NO 5.0 pg/Kg 1 816/200912-:33 PM Dibrorrmmethane NO 510 pg1Kg 1 8/51200912:33 PM t�)ttalinmrs: B Amlyle 40"tod to the asuviatca Medw E3txA � ., F Vatee alxrve quamv[aum range tt tta&Gn3 nn s tot Preparanun orartaly4is exeeet&re1 NO hcn Oenx�3 at dze tteP?nurg Lemli S SpAx Sunogak, otesele of kmirs due w nwn inxofetzvwe Rooh�m wig unkax crdJw"rc sj�i8ed TM:1 Smmsate fiskt "dout Wrttkxd fe<vwoti{g' ... l:rUarvtorirs _. ;7111irx/xlil .ritl^vrun- Ai8lfallC#1. G A W55 10, 5e°„ 989,4045 Fav, 56Z989,4040 8 of 68 Analytes Result PQL Qual Units of Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC1MS EPA 8260B RunlD, MS4 090865A QC Batch: K09VS145 ANALYTICAL RESULTS Advanced ra TechnologyLaboratories Print Elate: 12-Au&09 .. CLIENT: Leighton Consulting. Inc, Client Sample ID: B6-5 Lab Order: 106685 Collection Date. 6/3/2409 9:52:00 AM Project; SCT- Newport, 602497-003 WIatrizt SOIL Lab to: 10669S -003A Ethyl onzene Analytes Result PQL Qual Units of Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC1MS EPA 8260B RunlD, MS4 090865A QC Batch: K09VS145 PrepDOW Analyst:. HH Dicllorodifl0ommethane NO 5.0 pg/Kg 1 8/51200912:33 PM Ethyl Teri-butyi ether NO 5.0 pg/Kg 1 815200912;33 PM Ethyl onzene NO 5.0 pg/Kg 1 W512W912:33 PM Hexactdorobutadtene NO 5,0 pgft 1 815i200912:33PM rsoprapyleenzoner NO 5..0 119%9 1 tits AW 12.33 PM m.,p Xylena NO 10 p9/Kg 1 8/5200912,33 PM Mathysna "fide NO 5.0 p D%g 1 815200912 33 PM MTBE NO 5.0 pWKg 1 815/200912:33PM n-Butylbenzette NO 5.0 VWKg 1 815200912:33 PM n-Prepylberzene NO 5.0 pg/Kg 1 8[5200912:33 PM Naphthalene NO 5.0 pg/Kg 1 815200912:33 PM 0•Xytene NO 5.0 pg/Kg 1 815/200912:33 PM sac Rulylbenzene NO 5,o pg1Kg 1 8.1'd1200912.33 PM Styrene NO 5.0 PWK9 1 5±5200912:33 PM Tert-amyt methyl ether NO 5.0 pWKg 1 SWO0912 33 PM Tort -Butanol NO 100 tilft 1 875200912 33 PM kart•Butyatenzene NO 8.0 pglKg 1 815200912',33 Plot Tatratls oraeafttene NO 5.o VWX0 1 8x5+20091233 Phut Tohaene NO 5.0 14Kg 1 &75200912:33 PM trans-12-Oichlomethene NO 5.o WK9 1 8751200912:33PM Tralftroethane NO 5,0 pgr"Kg 1 8151200912:33PM Tdchiarolirmromethane NO 5.o pWKg 1 8/5200912x33 PM Vinyl chloride NO 5.0 pg/Kg 1 815200912:33 PM Suri 1,^2•DfeMomethan"4 109 70-130 %REC 1 8/52009iZ33PM Sun:.4-Brernolluorebenzene 99,0 70.130 %REC i 8/5/200912:33PM Burr! DibmMiluoromethane 113 70-130 %REC 1 8851200912:93 PM Surra; Toluene -38 109 70-130 %REC 1 8 51200912.33 PM SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 3650B EPA 82700 RunlM MS 13 090805A QC Batch: 57085 Prepoate. W2009 Analyst; DMP 1.2,446chlorobenzene NO 330 }tg1Kg 1 8/51200904-:02PM 1,2 -Dichlorobenzene NO 330 pg/Kg 1 8/5/200804:02 PM 1,3�01chtorobanzene NO 330 pgh(g i 8/5/200904;0213M 1,4-01cNoroberaene NO 330 pg1Kg 1 8/5/200904.02 PM 2,4,54nehiorophenai NO 330 pVKg 1 M1200904:02 PM Quolf lem B Army[ drtc iek to ole aswvoled *,lo st HWk k y"aluG aiN1a^a c}kta)7tuaii+.M raoso �_�...,_ ___ H I loldroe tus7e* NO Not Deaetr+1 as tho &ePurtin$ t.tntit 5 Spikc^"14vnrpt, ouw& of limits due to matrix trien m= aesulta are wr1 uukss r+du-ru"isest+ocffie2f DD 4uttu3ar±s^Dilutexl d±ut k rlw i±ne. r1 1 x rJrnn (n Aw 1.:rliarr±torte*. P1r"S lbttJ±t±U,�t xe otic SrgmdIPI//,(4.90751 Irk W, 989.•41,45 FaVs .56 d. 9^49.#11,10 9 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLIENT, Leighton Consulting, Inc. Client Sample IV. 136.5 Lab Order: 1066115 Collection Date: 8312009 9.57.:00 AM 'rajtet SCE Newport„ 602497-003 Lab IM 10605-003A Matrix. SOIL Analyses Result PPL Qua! [hits OF Hate Analyzed SEMIVOLATiLE ORGANIC COMPOUNDS BY OCIMS EPA 3850E EPA 8270C RuMD; MS 13_090806A QC Batch: 57085 PrepAate: 81$/2009. Analyst: DMP 2,4,6-Tridri0rophwwI N0 $30 pg/Kg 1 8/51200904:02 PM 2A.Dichlomphertot NO 1800 pg/Kg 1 815/200904:02PM 2,4-Dimethyiphenal NO 330 pg/Kg 1 615/2009 04:02 PM 2,4.01nitrophoW NO 1600 pg/Kg 1 8751200904:02 PM 2;40irNtmteluere NO 33(1 pgtKg 1 815/200904:02 PM Ze-DIMMtousne NO 290 pg1K9 1 8!5/200904:02 PM 24WOMnaphSllotene. NO 330 Wft 1 8!51200904.02 PM 2-ChaooptWid NO 330 pgmg 7 8/51200g04V2PM 2-MemyfftaplaWiM NO 3304 pwX9 1 S16t20D904;02 PM 2-1vIethytph of NO 33CI $4*9 1 MQ009 00O2 P46 2•N e"amaime NO Iwo wX9 i 8/512009 04:02 PAR 2• a ND 330 1109 1 W51200904:02 PM 3,3' 0it3itar 1dUaa NO 660 pglKg 1 8!5+2009 04:02 PM 3-woatdii(e NO 4600 PON) 1 &6120090402 PM 4,64;tM+r'ko-2-raaethyiphanoi NO 16M wonto 'I 8&20090402 PM 4-9romaphetlyt phanylelfw NO 330 ligAp 1 "12009 04-02 PM 4-Ctdor 3-methyfpher>ol NO ew vWK9 1 StWQ%04:02 PM 4-Chbromuime NO 660 pg/Kg 1 8751200904:02 PM 4-Ch1cmaphanyt,pheny ether NO 330 pg/K0 1 8!51200904:02 PM 4-Methytphenal NO 330 pg/Kg 1 8/5/200904:02 PM 4-Nitamr0ne NO 4600 p91Kg 1 8/51200904:02 PM 4-Nltrophsnol N0 1800 U9/Kg 1 815/200904:02 PM Acenaphthene NO 330 p9/Kg 1 8/51200904:02 PM AtenaphtlyAwle NO 330 pg/Kg 1 &5/20D90402 PM Anthramina NO 330 pgft 1 8161200904.02 PM Benztdma{M} NO 1600 UwKg 1 8151200904:02 PM Benzo(alanthraeene NO 330 p91Kg 1 875/200904:02PM Benzo(a)pymm NO 330 pg1Kg 1 815/200904:02 PM ftrao(b)i[uman0tana NO 330 pglKO 1 M2009 04:02 PM Benzo(a,hAperytetse N0 330 U9/K0 1 Sr`V2009 04:02 PM Bervo(&)ftuntammhww NO 330 U81K$ 1 88512009 04.02 PM Banzoacadd NO 1600 1494<0 1 &51200904-02 PM Senzyt 4100hoi NO 600 mxq 4 M200904.,02 PM B s(2-chlaroet vaxyOwthane NO 330 11911<9 1 851009 04-02 PM &SP-Club"thy'"W N4 330 VGVKg 1 8151200904:02 PM Qualwers: !i Arewhyae dutenrd m tix nseactated Method. BtaM, is Value nhutie g eututatum cane If Holdtap umo fur pa TwWon ar analysis exceeded ND *Wq 11®€acw at On Reporting hmii S SpnkUynncpw tru[ade of timate due w matrix mtaterence Remllls am w,.~r unless otherwtaa spwfled W Surrogate 0ihtuxl Out t+f� arH'et(1 t t ittlnlrr,+� a .- i - J)O11 raC. fl1/C� . , 3275 Wahl al henae, U4rralW11, ( 4 00754 7'el: 5h', 9894W1°rsr; 562j8u.4#740 J.f 10 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 12-Aug49 CLIENT, Leighton — -_ -- gh n Consulting, Inc,IClient Sample ID 86-5 Lab Order: 106685 Collection Date: 8/312009 9:52:00 Aho Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-003A Analyses L Result PQL Qual Units � DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPR 3550E EPA 82700 RUnID'. MS13 090805A OC Batch. 57085 PrepOete,. 81512009 Analyst: BMP Bis(2-chloroimpmpyl)0ther NO 330 Poll 1 8/WD0904:02 PM Bis(2-ethylhettyl)phthaiate NO 330 P9X9 1 815/20090402 PM Butylbenrylptithatate NO 330 pg/Kg 1 815200904:02 PM Chrysene NO 330 pg/K9 1 815200904-2 PM Dt-n-btdyiphthalate NO 330 pg/Kg 1 8/5200904:02 PM Dl-n-octylpMhalate NO 330 pg/Kg 1 81512009 04-2 PM Oibenz(a,h)anthracene NO 330 pg/Kg 1 815200904:02 PM Dibenzofilran NO 330 119%9 1 8161200904-2 PM Dethyiphthalata NO 330 pl;Xq 1 8/5/200904-2 PM DimethylphthWate NO 330 pg1Kg 1 8/5200904.02 PM Fluoranthene NO 330 1.191Kg 1 815/200904.:02 PM Fluorene NO 330 V9ft 1 816/200904:02 PM Hexachlomberrzene NO 330 pg1Kg i 815MQ9 04:02 PM Hexachilombutadlene NO 660 pglK9 1 8/5200904:02 PM Hexachlorooyciopentadiene NO 660 pg/Kg 1 815200904:02 PM Hexachlomethane NO 330 pgrKg 1 8IM00904:02 PM indeno(1,2,3-cd)pyrane NO 330 pg/Kg 1 8161200904:02 PM tsaphorone NO 330 pg1Kg 1 8151200904:02 PM N-Nitrosodi-n-propylamine NO 330 pg/Kg 1 815/200904:02 PM N-Nitrasodiphenylamine NO 330 pg1Kg 1 8151200904.02 PM Naphthalene NO 330 pg/Kg 1 815200904:02 PM Nitroborrune, NO 330 11g1Kg 1 8/5200904:02 PM Pentachlomphenol NO 1600 pg1K9 1 815200904:02 PM Phenantivene NO 330 pg1Kg 1 8161200904:02 PM Phenol NO 330 jig/K9 1 61512009 04.02 PM Pyrene NO 330 pg/Kg 1 81520090402 PM Sum.1,20chlorebanzene-04 59.3 49.103 %REC 1 8/5/200904:02 PM Surr. 2,45-Tribmnrophenol 82.0 47-129 %REC 1 8/51200904:02 PM Sum2-Chlorophenol-d4 67.1 54.109 %REC 1 81520090402 PM Sun: 2-Fluorobiphenyl BOB 59.108 %REC 1 815120090402 PM Sum.2-Fluorophenoi 66.9 50111 %REC 1 aM120090402 PM Sum4.Terpherrytd14 82.7 58.135 %REC 1 8/5/200904:02 PM Sun: Nitrobenzene -d6 63.9 54.115 °1aREC 1 8152009 04:.02 PM Surr. Phenol -d5 68.9 58-112 %REC 1 8/512009 0402 PM QuatBitts: B lualyte detected in the associated Method Blank E Vahmabove quantitation mol m H holding times for preparation or analysis exceeded NO Not Detected at ttu Rcpmtmg Limit S SpikotSurmgate outside of limits duo to matrix interference Results aro wet unless othetwne specified DO Sutmgate Diluted Out tde vnreti/ Tec/faoto,�r 14% 3275 N`ulfinf venne, Signal ]fill, C:4 90?15 Tel. 562 089.404.+ timer 567 989.+ 610 11 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date., 12 -Aug -09 CLIENT: Leighton ConAulthig, Inc. Client Sample jja: B7 -GW Lab Order: 106685 Collection Date* 813/2009 IUS:00 AM prolect, SCE NlcuTort. 602497-003 Lab lot 106685-005A Matrix: GROI,NMATrR Analyses Result PQL Qual Units OF Dart Analyzed 14YOROCARSON CHAIN IDENTIFICATION EPA 80156 RuntO 006PW804A OC Batch, WWW0134 Prepf)afc: Analyst; 00 TIRHydrocarbcns: 04,C-12 NO 0,20 mg/L I 6/4=0906:68 PM Sum. Bromofluambemene (FID) 90.4 71.130 */.REG I 8141200006:5SI'M S ArWyte detected to tho asuwWcd %Ialwd fumik F Voltw ah we qwowm mnp If ND 8 spik'5uiv,24W outside of ltwtc (tue w ftwtm Tnwrfen*t v RenWts am wo wfles3 DO Sucmgwl)xlnwdow -t . h I anyto I r I i I c, 3275 Signal Ifill, (A QV55 56Z 90.4045 +6:'.999,4/)40 12 of 68 Analyses Result pall. Qua] G`nits DP Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 35100 EPA 50156(M) Run[D: GCIS_090808F QC Batch: 87067 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date_ 12 -Aug -09 CLIENT: Leighton COnxithing,Inc. client sample M 137-6W Lah Order: 106683 Collection hate: 8,,1,2000 10;55:00 Axil Project: SC1. Ncwlvtt, 602497-003 Matrix: GROUNDWATER Lab IDs I0669$ -005B NO Analyses Result pall. Qua] G`nits DP Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 35100 EPA 50156(M) Run[D: GCIS_090808F QC Batch: 87067 1 816120090619 PM TIR Hydrocarbons:: C8 -C10 ND 0.20 mgtL TIR HydrocarbowC10•C18 ND 0.20 mg/l. T/RHydrocarbons CI&C28 ND 0.20 mg1L TAR Hydra. C28 -C36 NO 0.20 mg1L TIR Hydrocarbons: C36 -C40 ND 0.20 mgJL TIR Hydrocasbona:. C&040 Total ND 0.20 mgdL 8urr:p4erphenyt 80.2 36.131 %REC PropData: &4/2009 Analyst:. CBR 1 8/6/2009 06.49 PM 1 816120090619 PM 1 0/200906'49 PM. 1 6181200906:49 PM I 8t8/200906,49 PM 1 8/612009 06;49 PM 1 8/8!2009 06;49 PM {}naiffierx: B Maly* d+�teettxl rn dee nssiwi Wd MotbA Blradc t: Y'91t�e eh>vc quamitatioa wangz^ H tinWurtt tames liar prcpawation z amdYxx cuce3ed ND Not Detected w tht Repotting Limit S Spdaretinurogaw outsW i limtus due u, matrix imetomn Re.,,uats are %tt unless athmvW specefied DD $wotatatz Dilined Ow �p 1i1+>rnes,�r11`rcAiuntr�ztt "' 1,telinrutrrrirc . 32,7i "Walnut Avenue. Signor 11M, t 4' Q07S5 14. 3t,1 i}S? 404? Fmvx 56Z 939,4#40 13 of 68 Analyses Result PQL Qna1 Units DF Date Analyzed PCB5 BY OC(ECD RunlDt GC4 090807A Aroclor1016 Aroclor t221 Aromr 1232 Arordor1242 Arodor 1248 Arodor 1254 Amdor1260 Arodor 1262 Arodar 1268 Suri Decachlorobiphenyl Surr; Tetrechloro-m-xylene EPA 35100 EPA 8082 QC Batcb: 57126 ANALYTICAL RESULTS Advanced Tecltnolo Laboratories Print Dater 12 -Aug -09 CLIENT: Leighton ConsOiting, Inc.Client Sample ID: B7 -GW Lab Order: 106685 Collection Date: 8/31200410:55:00 AM Project: SCE Newport, 602497-003 Matrix, GROUNDWATER Lab ID: 106685-0050 119/1. 1 Analyses Result PQL Qna1 Units DF Date Analyzed PCB5 BY OC(ECD RunlDt GC4 090807A Aroclor1016 Aroclor t221 Aromr 1232 Arordor1242 Arodor 1248 Arodor 1254 Amdor1260 Arodor 1262 Arodar 1268 Suri Decachlorobiphenyl Surr; Tetrechloro-m-xylene EPA 35100 EPA 8082 QC Batcb: 57126 PivirOr te: ND 0..50 P91L 1 ND 1.0 119!4 1 ND 0.50 11911- 1 ND 0.50 1191L 1 ND 0.50 119/1. 1 NO 0.50 119/1- 1 ND 0.60 119/L 1 ND 0.50 y91L 1 ND 0.50 11911- 1 81.7 29.130 %REC 1 92.2 48.126 %REC 1 81612009 Analyst: BB 8171200911;:30 AM 8!7/200911:30 AM 817!200911.30 AM 817/200911;30 AM 817!200911:30 AM 8171200911:30 AM 8/7/200911:30 AM $1712009 11:30 AM 817/200911:30 AM 877/2009 11:30 AM 817/2009 11:30 AM Qualifiers: 0 Analyte detected in the associated Method Blank E Value above quantitation targe H Holding times for preparation or analysis exceeded ND Not Detected atthe Reponing Limit S SpiketSutmgat: outside o£limlis due to matrix interference Results are wet unless otkerwisospecified DO Surrogate Diluted Out 0te9+:rurerl FeJarntn„i Labr+rauirfcs --.-� 3275 {i'atetuf'.tr«eszre. fiigraul Hid, CA 90.5` lark 563. 999.4045 Fax; +62,989:41711! 14 of 68 --- ..----- - s _._. .. .,.... _..... ._ .... _. _... Qua9tkra; B Analyst zkiftfol m the awwcmtod Mohad DWI, E Value atxw quaaWtionrm r, it Homms tum tnr pm-jwes'0, rt auaty;us exrecwtcd NO Not DetwWat the Rclwing 1,ewl S sple>+Sunrr pte out'w of limm due to ImInx owtomtR,,a^astit is we wet Mn 14 wkrrnaea .ayCcf fitd Cat) SwragaA DiluuA C1ut idsxrttt�r!7c' 1wolog, �1.xlxrrurvrirr J.17 t2'„Ixztat.gs=azure, S' gntd WU. t"ri 4t 5 :t'ed: i62, 989,045 7%erx: '+6Z9,V9,4v4# 15 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date, 12 -.tug -04 CLIENT: Leighton Consultin$,Inc, � � � Client Sample ID: 87.2 Lab Order: 106685 Collection Date: 9312009 10„35:00 AM Project- SCE Newport, 602497.003 MmrW SOIL Lab ID: 106685-006A Anatases Result P L Qual titbits DF DateAnal7ed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA $015S(M) RunlD; GC16 0908060 or, Batch: 57067 PmpDatw 8/512009 Anaiysto CBR T1R Hydrocarbons: C8 -C10 NO 10 mg/Kg 1 $/81200g 03:43 PM T/RHydrocarbons:.CID-Cl 8 NO 10 mWKg 1 W2009 0143 T/R Hydmcarbonv Cl"28 NO 10 MgXg 1 8(67200903:43 PM T/R Hydrocarbmw C28436 NO 10 mgntg i SWO09 03:43 PM TA Hydrocarbons: C36wC40 NO t0 ;nWKg 1 M/2009 0143 PM T1R Hydrocarbons;' 08-C40 Total NO of mgtKg 1 86"200993:43 PM Sun.. p-Tetphenyl 92.7 67-144 %REC i 8 200903:43 PM HYDROCARBON CHAIN IDENTIFICATION EPA $0158 RunlD: GC2_0808048 QCBalchl E09VS246 PrepOste: Analyst .KiiN VR Hydrocarbons,, C4 -C12 NO 1.0 mg ft 1 8/41200910:09 PM Sun^. Brom0worobenxarm(Fla) 97;8 69-145 %RFC 1 8143200910:09 PM PCBB By OaCIECD EPA 85508 EPA 8082 Runla. GCS 0908066 Qc Batch. $7129 PrepDare'. "1009 Analyst: BB Atudort016 NO i8 091K9 1 &W=9 0111 AM ArWor 1221 NO 33 owxg 1 817120090111 AM Arodor 1232 NO 18 VgX9 1 &71200901 11 AM Arodor 1242 NO 16 pgYKg i 817/200901:11 AM Aradar 1248 NO 16 pg/Kg 1 8!712099 01'11 AM Aroclor 1254 360 33 pg1Kg 2 W71200907:38AM Aroda 126D NO 16 pg1K9 i 8173200901'.11 AM Arodor 1262 NO 16 poft 1 817120090111 AM Amdm 1268 NO 16 pg1K9 1 847/2009 01..11 AM Stat: DecadnomwPhenyl 95-9 30-124 %RFC 1 &7120090111 AM SurP.: Decad*)rbb0heny4 102 30-124 %REG 2 8/71200907:38 AM Surra. Tenadito-m-xylene 97,3 40.118 %REC 1 SIV20090111 AM Surr; TetmcNoro-anxytene 89.8 40.118 %REC 2 8711"200907:38 AM VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 82608 RunIO, M84 090805A CIC Batch: K09VS145 PrepDate., Analyst: HH 1,1,1,2-Tetmrhiaroethane NO 6.0 pg3Kg 1 8/51200912:ITPM 1,11-Trlchloroethane NO 50 pg/Kg 1 8151200912;17PM --- ..----- - s _._. .. .,.... _..... ._ .... _. _... Qua9tkra; B Analyst zkiftfol m the awwcmtod Mohad DWI, E Value atxw quaaWtionrm r, it Homms tum tnr pm-jwes'0, rt auaty;us exrecwtcd NO Not DetwWat the Rclwing 1,ewl S sple>+Sunrr pte out'w of limm due to ImInx owtomtR,,a^astit is we wet Mn 14 wkrrnaea .ayCcf fitd Cat) SwragaA DiluuA C1ut idsxrttt�r!7c' 1wolog, �1.xlxrrurvrirr J.17 t2'„Ixztat.gs=azure, S' gntd WU. t"ri 4t 5 :t'ed: i62, 989,045 7%erx: '+6Z9,V9,4v4# 15 of 68 Advanced TechnologyLaboratories ANALYTICAL RESULTS Print: Date: I1-Attl1-09 CLW -NT. Leighton Comiulting,lnc. Client Sample TDR7-2 Lab Order: Iwils Collection Date. 8=r-12009 10.330 &%1 Project: SCE Na vport, 602497-003 NistOw SOIL Lab ID: I06685 -006A Analysts Result PQL Qual units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 8260B RunlD. MS4„090805A OC Batch:. K09VS145 PCePOate' Annlyst: HH 1,1A2-7etrachlomethane NO 5.0 p911<9 1 SIM0091217 PM 1.1,2-Trrtchtnroethane NO 5.0 PWKg 1 8%51200912:17 PM 1.1-Qichloroethane NO 6,0 ugtKo 1 815#200912.17 PM 1;1-Olchloroethone NO 5,0 µli K¢ 1 8(5,'200912;17 PM 1:t.Olch . NO 5,0 µ9/Kg 1 &5r2009 1217 PM 1,2.3.7rtchk>mlienzane NO 5.0 pg'K9 1 &Sf200912,17 PM 1„2:3-Trlchloropmpane NO 5.0 pg1Kg / 8+5/200912:17 PM 1,2A.Trichlorobenzene NO 6.0 pg/Kg 1 815/20091217 PM 12.4-Tnmathytbenzene, NO 5.0 p9/K9 1 81512009121713M 1,2-Otbmmo-3-#9Orapropane, NO 10 IWK9 1 81512009.12x17 PM 4,2-tJt#romaethane NO 5.0 094Kq 1 8r5 O0912:17PM 1,2-Dichfombermene NO 5.0 1±69 1 &&200912.17 PM 12.04chiMona"s NO 8b p91K0 i 865+°200912.17PM 1,241chltmpropane NO 5.0 tt9;K9 1 W5121N7912:17 PM 1,3,546hnethylbenzene NO 50 pg1K9 1 8151200912:17 PM 1,3-Oichiorobenzeno- NO 5.0 WK9 1 8151200912;17pM 1,3.01clikropmpatw NO 5,0 RWK9 1 8!5l200912.17PM 1.,4�(Nchlerobemo a NO 5.0 PWXO 1 8/5120091.2;: 17 PM 2,20dtiompropno NO 5-0 pWKg 1 815#'200912; 17 PM 2-CWwot s e r NO 5.0 pWKg 1 81 200912x.17 PM a-Chtomtoluene NO 6.0 pg/Kg 1 815t200912:17 PM 4-tsopropyitdluane NO 5.0 pg/Kg 1 8151200912:17 PM Benzene NO &0 pg1Kg 1 815/200912:17PM Bmtrobonzene, NO 5.0 pg/Kg 1 &512009121713M Bramodichlornmethane NO 5.0 pg1Kg 1 &5!200912:17 PM Bmmoform NO 5,0 P019 1 8rSM0091217 PM Bromomeltme NO 5.0 WK9 1 8#51200912:17 PM Carton tatrachWde NO 5,0 P00 1 815120091217 PM Chtombenzono NO 5.0 pg/K0 1 &51200912.17 PM Chlorcaftt a NO 5.0 VWX9 1 815120091217 PM Chloroform NO 5:0 pg/K9 1 8151200912.17 PM Ch NO &0 µg"K9 1 &&2009 12:17 PM cis-120chk mathene NO 50 pgfKg 1 &54200912.17 PM tis-1,3-Oichlompropene NO 5.0 pgOK9 1 8€51200912.17 PM tri-tsopropyl ether NO 5.0 pg/K9 1 8/5120091.'.17 PM Quatiller9: B... Aoahu detected tit tht atvwg,,)W Method Blank ... t Value above quantitation range H Holding tuner Cx tuvpamuon or analyst,,, esceeai&d NO Not Defected at the Rq,,"ling Limit S +pEkr Surmgvre nulmde or Virtues due w malar uaugf'erern.e Piecultw are wet unless oih+w,V>,w spaeirxed DO 5umapste Ddutod Out 11h,urred 1 t t hoofi,-at 3:'7511ylarud.danarr+r, Siptufflif.CA 40755 rrl,?6r-9S9f 404; t'rr„cr r'!u'.989.4649 16 of 68 Advanced Technology Laboratories CLIENT, Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Nilport, 502497-003 Lab W: I06t,85-(Xi6A ANALYTICAL RESULTS Print Date: 12 -Aug -09 Client Sample W. 137-2 Collection Date: 31312009 10:33.00 AM Matrix: SOIL Analyses Result PQL Qual Units Dl: Date Amdl zed VOLATILE ORGANIC COMPOUNDS BY GC1MS EPA 92608 RuniD.: MS4_090805A OC Batch: K09VSW PrepDaw Analyst: HH Dibrontochioromethano NO 5.0 09ft 1 8t51200912:17PM Pibromomethane NO 6.0 p91Kg 1 8/51200912:17 PM Oiddorodi8uorometharto NO 6.0 pglKg 1 8,W200912.17 PM Ethyl fort -butyl ether ND 5.0 puff 1 81W200912:17 PM Etttyatenzene NO 5.0 M%9 1 8$100912.17 PM Hexaclitorobutadeno NO 5.0 pgrtcg 1 SWO09 12,17 PM. IsoprapyEbenzene NO 6.0 pWK9 1 SW0091217 PM mat^Xylene ND 10 p9X9 1 8±'5112009121.7PM Methytone chloride NO 5A iOKg 1 9I5t20091217 PM MTBE NO 5:0 991K9 1 9151200912..17 PM rrSttlyibenzene NO 50 pg/Kg i 815120091217 PM n•Propylbanzerie NO 610 pg/Kg 1 8/61200912,17 PM Naphthalene. NO 50 pgixg 1 915120091217PM a -Xylene NO 5.0 pg/Kg 1 &`81200912:17 PM see-Buty,benaene NO 50 WK9 1 8151200912:17 PM Styrene NO 5.0 pgtK9 1 8754200412.17 PM Tort -amyl rnetttyt ether NO 6.0 pWKg 1 8+31200912:17 PM Tort-9utanof NO 100 WKg i 8W0091217 Phi Cert-Burykaenrene NO 5.0 pg/Kg 1 9%5!200912.17PM Te7aeditoroethane NO 6,0 pg1K9 1 8/51200912A7PM Totuene NO 5.0 pgtKg 1 8151200912,17PM trans-1,20cNoroethene NO 5.0 pgiKg 1 8/51200912.17 PM Tdchloroethene NO 5.0 pgfKg 1 8151200912;17 PM Trichlorofluoromethane NO 6.0 P9/Kg 1 81S/20091217 PM Vint chloride NO 5.0 pg/Kg 1. 9/51200912:17PM Sura. 120c:htoroethane-0 109 70.130 %REC 1 815!200912.17 PM Surr.4-8mmofluorobertzene 98.8 70.130 %REC 1 8/51200912-37 PM Stur DibromaAmmmetharta 53.7 70.130 9 '1i'iREC i &5i20091217 PM Swr; ToWen"S 105 70-130 %REC t 815120M 12:17 PM SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunfM MS 13_090806A GIC Batch $7085 PrepDato: 8/512009 Analyst: DMP 1,24-TricFdorobenzene NO 330 pg/Kg 1 8151200908:38 PM 1,2-01chbmbenzene ND 330 pg/Kg 7 8+61200908:38 PM 1,3-i3ichlomberrzene NO 330 pg/Kg 1 8(5/200908.38 PM fluati0ers: B Arw1Yu dckmed to the �vxjwed Mdbod 9tuxo.. 1': Fa1ue aww guant"tion Mee H Holding un -fiat preimWimm analysisv%ecced "eD N0tDew1Cd4t1heRrLPwtugI,a a 5 SpO;e wvuyou 04awk of tueitl dee to =MW arresfereu t Results stn.. wri uoSruc Wkntawi+ sp±ecbieat OO Sumrpro Oiluusl(M. lrhrtncorl !cc/iaxrtn�+t x�, tiarnfill!, kq OlF$y#,4 Tlc-, 4',„,d3y- G4f3:"x iI'Merco 17 of 68 Advanced-Teehnola Laboratories ANALYTICAL RESULTS Print nate- 12-AW09 CLIENT: Leighton Consulting. Inc. Client Sample D7: B7-2 Lab order; IW85 Collection Date: 8r3'20091V100 ANt Projeer SCE Newport, 602497-003 Matrix: SOIL Lab to: 106685-006A Analyses Result PQL Qual knits DF Date Analyzed SEMNOLATILE ORGANIC COMPOUNDS SYGCIMS EPA 35508 EPA 82700 Runh), MS 13_090805A OCBateht 67085 PrspOate: 8F5/2009 Analyst: DMP 1,4ANanieetibenzene NO 330 tt9/Kg 1 8/51200908:38 PM 2,4.S -'til raphonat NO 330 p9/K0 1 8/5/200908.38 PM 2;4.6-Trichloroptuml NO 330 p94i9 1 815120090818 PM 2; M raphenof NO 1600 POO 1 8111=0908,38 PM 2:44)imeth*hW at NO 330 1t94(g i 85:'200908:38 Phi 2;4-Oindrophanol NO 1600 p97K9 1 8/51200908.38 PM 2,4.Ointhotoluene NO 330 siliRg 1 &5x'200908:38 PM 2,6.OiNttatoluene NO 330 pg/Kg 1 81572009 Wall PM 2-Chlomnaphthalene NO 330 pgxii 1 8+51200908:381 M 2 nol NO 330 pg/K9 f 8/5x20090&38PM 2-heethyli"phthatone NO 330 pg'hg 1 65!20090&38 PM 2-Methytphonoi NO 330 094<9. 1 8&5+30090&38 Phi 2-NitfoafOrw NO 1600 glaxti 1 WV200908.38PM 2•Nivophenoi NO 330 p9/K9 1 8151200908:38PM 3,3'4Oichtorobenz1dine NO 660 p9/1<9 1 1115/20090&38 PM 3-Nitroanilme NO 1600 pg/Kg 1 8/W20090&38 PM 4,6-Dtmloa-2.41dhylphenol NO 1600 pg7K9 1 8/5=90638Phi &Btaroop ybphenyleftr NO 330 tt91K9 1 8x67200908;38 PM 4 -Chloro 3ttts NO 660 pg&Kg 1 8± ooli 08,138 Phi 4-Chi NO 660 poxg 1 851200908'38Ph1 4-Chforophortyi-phonylether NO 330 pg/K9 1 8W200908.38PM 4-Methygftnai NO 330 p9/Kg 1 8(51200908.38 PM. "boanlline NO 1600 pg/Kg 1 8/512200908:38 PM 4-tamphenal NO 1600 p9/K9 1 8/51200908,38 PM Acenaphaome NO 330 p9'K9 S 816=09 08,,39 PM Aaenaptnhytene NO 330 pWK9 i 8±51200908:38 PM Anttuacons NO 330 pWKg i 8x51200908:38 PM Benz+dSne(M) NO 1600 pg/K9 1 875/200908: 38 PM Benzo(a)anthramne NO 330 p9/K9 1 8/51200908.38 PM Senzo(a)pyrone NO 330 pg1Kg 1 875/200908: 38 PM Benzo(b)fitoranthens NO 330 pg/Kii 1 815/200908;38 PM Benzot9,h,OperAtme NO 330 091K1i i &+5-200908,38 PM Benzo(k)}iuotarthene NO 330 v9/K9 1 am20090838 PM Beazoicaod NO 1690 IWKg 1 &51200908: 38 PM Benzyl atpuhol NO 860 WKg 1 8/51200908:38 PM QuaitBcrN. B .Analyte detected ut the w-soctated Method Bl", V value above quantitation mute It holding timid Gar lenwanim (W analysis wcs duvd NO N<n tMected at nus kapoong limit 4 Sptlt'Snrrag3*Outside of! mutts due tax matmt ucte+leleme lisstdta ate Wet urkh Nhetirtitm's}watled IX) Surrogate Oilntal 04t trb lyra°z r! 7rr hooAtet ~,.C.nl+nrurunes^�,�.. q Ii'ltilru Avenfle, 'S'n:rmfftrll, ("I 907,is FrL +Po?. 08=3,4/1,1+ F"ud, 5#1„,pV9,4040 18 of 68 If Awlywdemcwdai sae asancwted McWw1 ttien3, V Value above quantibolou 'unge 11 '11) Not wv*A at the Reporting umit S Spik'tSumVAw owide of limns dw to mawx uaofo=ec Ro'WIK am t% el cos IM od �'TAC aJivcirlvd DO S'=J;arD1huAOut Ithanced lerhaolvgj I at I 'i I C. 11.11,111— 3-175 Walnut, Ivenue, Sigind Hill, (A 00 755 Pch, S6,4 989,4645' Fax: 562,989,4049 19 Of 68 ANALYTICAL RESULTS Advanted'rechnology Laboratories Print 12Iug-09 CLEENNI'. Leighton Comulting, Inc. Client Sample ID: 137-2 Lab Order, 106685 Collection Date, 8!3?2O(b9 I0.33:00 AM Project: SCE NevPoM 602497-00.1 Matrix. SOU, Lab ID: 106685-006A Analyses Result PQL Qual Units ...... — - -- --- DF ----------------- ------ -- - -------- Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 36508 EPA 82700 RunflOr, MS 13_090805A OC Satoh: 67086 PrepDatw 81512009 Analyst DMP Sh;(2-chIwo*thoxy)methane NO 330 Pgft 1 8/61200908€38 PM Sis(2-chfaroothyl)other NO 330 pg/Kg I 8/5/2009 08::38 FM Bs(2-chlonasopropyl)ethar NO 330 PWXQ 1 8951200908°,38 PM S*2-a#Tyftx)A)0hthaWa NO 330 Poft I 815(2009 08;38 P#A BuMbeWalubMate ND 330 pWK9 I &S2W908.38PM Chrixerto NO 330 WKS I &51200908.38 PM DWbutylphfhalate NO 330 PPA<g I SW009 08,38 I'm DH"dyipt4haloto NO 330 pg/Kg 1 87512009 W38 PM Olbenz(a,h)anthracere NO 330 pg/Ko 1 815!200908:38 PM Oibenwfuran NO 330 PgA(q 1 8±51200908:38 PM Dielh4ph#uosto ND 330 vgft I 8159200908'.38 PM DamethyGphftwte NO 330 pWKg I &57200908.:38 PM Flumw*m NO 330 P97K9 1 8151200908;:38 PM Flutaene NO 130 VWKg I 81512009 0838 PM Hexachlorobanzona NO 330 pg/Kg 1 &5/20090838 PM HexacNombutatlieno NO 660 PWK9 I 815/200808:38 PM Haxschloracyab;waadlene ND 660 foxg I 81512009 08:38 PM Hexadooroop'lom NO 330 PWK9 1 8151200908:38 PM Weno(I,2,3-od)0yrano NO 330 POO 1 "12009 0818 PM Isophorone, NO 330 P;4(9 1 8'2009 0838 PM N444rosodiqpropylamima NO 330 wflg 1 8W2009 08:38 PM N-Nifrosodiphanylaralne NO 330 vWKq 1 81512009 08:38 PM NapMafano NO 330 VWKQ 1 8/51200908:.38 PM Nitrobenzene NO 330 poxg I &5/200908:38 PM PerdadUMpheriol NO 1600 pWKg I 8159200906:38 PM phenangwWwo NO 330 Vq%Q I 8VW2009 08,38 PM pherial NO 330 PWYO 1 8&200908:38 PM Pyrans NO 330 Pgft 1 8x5120090838 PM Sum 1,2-thchlorobenzene-d4 67.6 49-103 %RK 1 &5/200908:38 PM Sum, 2AA-Tribromophenot 9,32 411-129 S %REC 1 815/200908:38 PM Sum 2-Chlorophenaf4zl 37,2 54109 a %REC 1 8151200908:38 PM Sror- 2-Fluoroblphenyi 75A 59408 %FkEt 1 816=09 08,38 PM Surr, 2-F1wrophww1 258 50111 S %RFIC I WWWS 08 38 PM Swr,A-Terphonyd-dtit 86.7 68-135 %REC 1 85Q009 08:38 FM Surr bfitrobanzene-dS 71A 54-115 %REC 1 8x5/20090838 PM If Awlywdemcwdai sae asancwted McWw1 ttien3, V Value above quantibolou 'unge 11 '11) Not wv*A at the Reporting umit S Spik'tSumVAw owide of limns dw to mawx uaofo=ec Ro'WIK am t% el cos IM od �'TAC aJivcirlvd DO S'=J;arD1huAOut Ithanced lerhaolvgj I at I 'i I C. 11.11,111— 3-175 Walnut, Ivenue, Sigind Hill, (A 00 755 Pch, S6,4 989,4645' Fax: 562,989,4049 19 Of 68 Awdyses Result PQL Qual Units DF Date Analyzed SEM(VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 35608 Rurdl),- MS 13_090805A OC Batch: 670815 Son, Phanot-d5 661 $8.142 FPA 82700 PrepDate: 81W009 Analyst OMP %REC 1 81512000 W38 PM li Holdtog law's fiv pr"Mtion w malysu ewwd'd ND due to matmiatofamv P.,,whs Am wet unk,�, o0termw qffi&l ix svmgwe D&W ( W tdr anted Signal Hill, C 4 90"55 7W. 542' 9sq, 4045 f i62,989, 049 24 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Data: 72 -Aug -09 CLIENT: Leighton ConsvIting, Inc, Client Sample lot 87-2 Lab Order: 106685 Collection Dow ST2009 10:33:00AM Project, SCE Newport. 60249?•003 Matrix. 5011, Lab ID: 106695-006A Awdyses Result PQL Qual Units DF Date Analyzed SEM(VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 35608 Rurdl),- MS 13_090805A OC Batch: 670815 Son, Phanot-d5 661 $8.142 FPA 82700 PrepDate: 81W009 Analyst OMP %REC 1 81512000 W38 PM li Holdtog law's fiv pr"Mtion w malysu ewwd'd ND due to matmiatofamv P.,,whs Am wet unk,�, o0termw qffi&l ix svmgwe D&W ( W tdr anted Signal Hill, C 4 90"55 7W. 542' 9sq, 4045 f i62,989, 049 24 of 68 H lfeldutg tbmk for pmrM"vu " " vs mwtd ND S Spilt SmiVaw 0nmtaflm,t due lomalm mwrfem=e,, Results m wo onkmu rnhrrwut spmfied DO Sumpte DilmuA Oto 321-a WainutAty'llme, Signal WIT ('14 90,755 Tek 36% 9894 645 1,av: 56,,� 089 400' 21 of 68 ANALYTICAL RESULTS Advanced Tecbnology Laboratories Print Date: 12 -Aug -09 CLIENT: Leighum Comulting, Inc. Client Sample ID. - D7-5 Lab Order: 106685 Collection Date: 81.1/2009 10:400 AM Project, SCE Neurort, 602497-003 Matrix- $011, Lab To.- 10668$-(107A �NN Uakyses Resell PQL Qual units up Date Analyied HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunID: GC1609(%060 QC Swell. $7087 PrepDate; 81612009 Analyst COR T/R Hydrocarbons: 08 -CIO ND 10 mg/Kg 1 8/6/20(904:15 PM T/R Hydmcarbons, 010-CIB NO 10 mo/Kg 1 "/200904,16 PM TIR Hydrocarbons- C18 -C28 21 10 mg/Kg 1 816/2009 04;15 PM T)RHydnocarbone C28 -C36 20 10 molt I aW0090415PM VR Hydrocarborm C36 -C40 ND 10 MWX9 I 8?6f2009041515M TR Hydrocarbons . MC40 ToW 41 10 mglKg I awma 04:16 pm Surr, p-Tenchanyl 100 67-144 %REC 1 8+612O090416pm HYDROCARBON CHAIN IDENTIFICATION EPA 80158 Runll): GC2_0908048 Q083p& EOOVS240 Prepowe Analyst: KHN TYR Hydrocarbom C4-Ct2 ND 1,0 mg/K0 I 8/4/2009 10;24 PM Burr: Bromoltuorobermeno (FID) 94,6 69-145 %REC 1 8/412009 1024 PM PCBS BY GC/ECD EPA 35608 EPA 8082 Rtinll), GCS_090808B QC Batch, 57129 PrepDaw &WOOO Analyst: BB Amclor1016 NO 16 0914(9 1 &7£2009 01,,41 AM Atoclor 1221 ND U pg/Kg 1 Wt 2MOI:41AM Amclor 1232 ND 16 pg/Kg I 8174200901'41 AM Amclor 1242 ND 16 pg/Kg 1 817,2009 014 f AM Amdor 1248 ND 16 pg/Kg I 817MO901'4tAM Arocior 1254 so 16 pgtKg 1 8/71200961:41 AM Aroclor 1260 NO 16 pgfKq 1 81712009 01,41 AM Amclor 1262 ND Is ;sgtKg I W1200901:41 AM Amclor 1268 No 16 tjgtKg I &7£2009 01.41 AM Sur. Decachlombiphanyl 962 30-124 %REC 1 8,712W9 01:41 AM Burr TstracWow-m-xyWme 103 40-118 T.REC 1 8+7£200901;41 AM H lfeldutg tbmk for pmrM"vu " " vs mwtd ND S Spilt SmiVaw 0nmtaflm,t due lomalm mwrfem=e,, Results m wo onkmu rnhrrwut spmfied DO Sumpte DilmuA Oto 321-a WainutAty'llme, Signal WIT ('14 90,755 Tek 36% 9894 645 1,av: 56,,� 089 400' 21 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Datet 12-CAL CLIENT: Lenthion Consulting, Inc, Client Sample LID: 89 -GW Lab Order. 106685 Collection Date. $*t2009 11170 AM Project SCT Ncwtwt, 602497-003 Lab ID-. 106693-009A .......... Analyses Result HYDROCARBON CHAIN IDENTIFICATION RunID: GC6_090804A T/R Hydrocarbons'. 04-C,12 Surf. Bromofluorobenzene (FID) Matrix- OROUNDWATER ....... . . .. - PQL Qual Units DF Date Analyzed OC Batch: 109VW0134 NO 020 907 71-130 EPA 80158 prepoete. Analyst: 80 mg1l. I 814/2009 07,02 PNI %REC 1 841200907M PM B Amit v k4w4 in ft 4"mkcd Method Blmk F vateeahu w mutawmnnw H ffoldagtm' for pmpwam ar awdyw� "CMetl NO NotM"ud*dwIkqxqungUm fte*uxu 4M wcl DO SUM1,AW f)IIUW Out Idionced Inrlwatogi 32"5 ft"InwAvellue, SigiW11111, (">-I 90751 Ieh 50) 9W41W tav 56ZQ8%4040 22 of 68 Analpes Result PQL Quall Units DF DattAnglyzed PCBS BY GCJECD RwID (304090807A Aroclor 1016 Amdor 1221 Amdor 1232 Arodor 1242 Arodor 1248 Amdw 1254 Arocke 1260 ArocW 1262 Aroctor 1268 Sm DecachlorobiphenA Stur. TeuacHoro-ot-xytens EPA 35100 EPA SM OC Batch; $7126 ANAL VTICAL RESULTSology Advanced TechnLaboratories . . . . .. . .. Print Date. 12-,I1rIz49 . . ... ... CJ,lF*.NT: Leighton Consulting, Inc. ....... . .. __z Client Sample ID: BS -43W Lab Order- 106685 Collection Date; WV2009 11.27x00 AM Project: SCENe"ort, 602497-003 Matrix: GROVNI)WATER Lab IA 106685-00911 00 - Analpes Result PQL Quall Units DF DattAnglyzed PCBS BY GCJECD RwID (304090807A Aroclor 1016 Amdor 1221 Amdor 1232 Arodor 1242 Arodor 1248 Amdw 1254 Arocke 1260 ArocW 1262 Aroctor 1268 Sm DecachlorobiphenA Stur. TeuacHoro-ot-xytens EPA 35100 EPA SM OC Batch; $7126 PrepttaW NO 0.50 lig/L NO 1.0 119& NO 0.60 IJQIL NO 0.50 lig/L NO 0150 00 - ND 0-60 WL I NO 0,50 PWL I NO 0,60 3t9fL I NO 0,60 PWL 1 94.2 29.330 %Rr=C 1 S7 48-126 %REC I 81612009 Analyst: SS Sa/2009 12;00 PM 61712009 12:00 PM W12009 MOO PM 8(71200912:60 PM &712009 72:130 PM 617!200912,00 PM WMM 12:00 PM WV2005 12uOPM 61712009 12.00 PM SM200912.100pm 8171200912'00 PM QumUOrrxx B F Vale, above quaarua6em Mee H ND Not beta *A ftqKmiao Lmn S sp*Wsumxaw ouwde of hum &e t" mu, em, r reuutea Results tur wet mkt,% oftz"eu %�,vfled Do St"logde Diluted out I di wreed I eehoolep laharnlarVelllq'raLml,trsnnr,Sglfal ififl, (A 90,75S Tek 561 08%,XIS Fax 36l,989,4040 23 of 68 Qtta6fkrsz B A�aIytm etuxcetr.d m l6e aarur:wzed Medved tlFtaak E Value ahc v guxratxaum range It Haldmwtmtes forptcparniicra or anatKsm exicauw.leri ND SenmTMteiat the Ret*41ingumd S Srekr.Ssar )Smo mead . srf hmfts due hi mami ntxtarfm4w Rc,.u#tc y;e: *auulrss+�t9satr+.r �: sty stied DO Sumigate Diluted Oat 1c .tJrattrrJ lrrhnnt�g„q tic. Lafi11 orator rf t27C tl alnto Ai=s*nne, .i`ignof Hill, f A 90'75c Yek W. 9K4045 t 4i: ;6498Y,4040 24 of 68 ANALYTICAL RESULTS Advanced TechnologyLaboratories Print Dates 12 -Aug -09 CLUUNT: Leighton Comulting>Inc. CuentsamplelD: 88 -GW Lab Order: 106685 Collection Date. 13,'312009 11:27:00 AM Project: SCE Newport, 602497-003 Mxtrla: GROUNDWATER Lab IDs 1066-0090 _ , ... Analyses Result PQL ..... _,m.�.,,.�.. Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C EPA 80158(M) RunIO GCt6 030808E OC Batch:. 57087 PrepDate: 81412809 Analyst: CBR TIR Hydrocatbons: C"10 NO 0.22 mg1L 1 818/2003 06:58 PM TIR Hydrocarbons CIO -CI 8 NO 0.22 mg1L. 1 80200306:58 PM TIR Hydrocarbons: C18 -C3.8 ND 0,22 mg7L 1 8 &'200808:58 PM TIR Hyfttarbom C28 -C36 ND 0..22 mg(. 1 M/200908:,58:PM TIR Hydrmrhotts:: C36 -C40 NO 0.22 mg& 1 8#8(200908158PM WR Hydrmarborw C8 -C40 TVW NO 0.22 mgrL 1 8/812003 W58 PM Burr: p-Terphany, 742 35-131 %REC 1 M2009 06,58 PM Qtta6fkrsz B A�aIytm etuxcetr.d m l6e aarur:wzed Medved tlFtaak E Value ahc v guxratxaum range It Haldmwtmtes forptcparniicra or anatKsm exicauw.leri ND SenmTMteiat the Ret*41ingumd S Srekr.Ssar )Smo mead . srf hmfts due hi mami ntxtarfm4w Rc,.u#tc y;e: *auulrss+�t9satr+.r �: sty stied DO Sumigate Diluted Oat 1c .tJrattrrJ lrrhnnt�g„q tic. Lafi11 orator rf t27C tl alnto Ai=s*nne, .i`ignof Hill, f A 90'75c Yek W. 9K4045 t 4i: ;6498Y,4040 24 of 68 AdvancedTeehnaft� ANALN71CAL RESULTS Laboratories Print Date: 12-,4ug-09 CLJVNT: Leighton Cxlnsuiting,Inc. Client SampletO: 118-2 Lab Order; 108695 O:ollection Date: 9'3f'200 11:20:00 AM Project. SCL Newport, 602497-003 Matrix. SOIT. Lab to: 106685 -OI OA Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LVFT EPA 8O15B(M) RUND:: GC16„,094808C QC Batch: 57087 T1R Hydrocarbons: C8 -C10 TM Hydrocadlanw CiO-C18 T1R Hydrocarbonsc 018-C28 T1R Hydrocatborm 0284336 T1R Hydrocarbons: C36 C40 TIR. Hydrocarbon. C8 -C40 Total Surr p Terphortyl HYDROCARBON CHAIN IDENTIFICATION RuniDQCZ,,a90W8 VR Hyd C4 -C12 Burr; Brcmwlluiumberneno (FID) PCSS BY GC€ECD Rtn0 GCS_OW806B AmOor 1016 Arodor 1221 Amelot 1232 Arocbr 1242 Aroctor 1248 Arocior 1254 Astor 1260 Aroclor 1262 Aroclor 1266 Surr; Decacttlorobiphenyi Surr Tettachloro-m-xytine PrepDato. NO 10 mgft 1 ND 10 mg/Kg 1 ND 10 mg1Kg 1 NO 10 MaNg 1 NO 10 rog/Kg 1 NO 10 MWKg 1 99.0 57444 %REC 't 815+2009 Analyst CBR 8/8!2009 04.114 PM 8(61200904:04. PM 61612009 04:04 PM 8/612009 04:04 PM 81612009 04;04 PM 8/612009 04'04 PM 812009 04:04 PM Analyst:; KHN 8141200910-.38 PM 634120091038 PM WWOD9 Analyst: 88 6712009 0211 AM 817/2009 02:11 AM W12009 02.11 AM 87/2009 02:11 AM 8171200902:11 AM. 8!71200902:11 AM 8712009 02:71 AM 8712009 02.11 AM &712009 02:11 AM 817/2009 02:11 AM 8171200902:.11 AM QuaBFen: 0 .. Analyte del ted in the associated Method Blank F. Value above +gwv imuou Cadge H Holding rums for ptct'sraiou <v anntvsis"cooled N1:Y Not ticteetedat the Relioning tank S Spite"5urtepte outside of linuts due to matnx interference Results ate :vet tuzkxs othmv,Y zrenfied 111"1 Swrogiev Diluted Ow I d, unsmd 1 rt honlogt t rrharatnrs- 3,77,51141114t:'Ivenmc SignalIfiii, C.,1 ".`0753 Tel, J6 1989.4045 f+zr: 56109,404(1 25 of 68 EPA 80156 QC Batdt: E09V5246 .ate: ND 16 mg±Kg 1 98.4 69.145 %AEC 1 EPA 3550E EPA 8082 QC Batch; 67129 PnepOate: PID 16 pgtKg NO 33 WKg 1 NO 16 WK9 1 NO 16 potKg 1 ND 16 pg1Kg 1 NO 16 poft 1 NO 16 P91KC 1 ND 16 p9/K9 M ND 16 pWK9 1 96.9 30-124 %RFC 1 106 40.118 %REC 1 815+2009 Analyst CBR 8/8!2009 04.114 PM 8(61200904:04. PM 61612009 04:04 PM 8/612009 04:04 PM 81612009 04;04 PM 8/612009 04'04 PM 812009 04:04 PM Analyst:; KHN 8141200910-.38 PM 634120091038 PM WWOD9 Analyst: 88 6712009 0211 AM 817/2009 02:11 AM W12009 02.11 AM 87/2009 02:11 AM 8171200902:11 AM. 8!71200902:11 AM 8712009 02:71 AM 8712009 02.11 AM &712009 02:11 AM 817/2009 02:11 AM 8171200902:.11 AM QuaBFen: 0 .. Analyte del ted in the associated Method Blank F. Value above +gwv imuou Cadge H Holding rums for ptct'sraiou <v anntvsis"cooled N1:Y Not ticteetedat the Relioning tank S Spite"5urtepte outside of linuts due to matnx interference Results ate :vet tuzkxs othmv,Y zrenfied 111"1 Swrogiev Diluted Ow I d, unsmd 1 rt honlogt t rrharatnrs- 3,77,51141114t:'Ivenmc SignalIfiii, C.,1 ".`0753 Tel, J6 1989.4045 f+zr: 56109,404(1 25 of 68 Q(ta8i'iers. .4nxtyie r#exectad rn th.. a5�.xrarod h9e8w,u1 AImI. E 4°slue aNsve 4uaa#wtuzn range H ND Not Lhwecfed sE thr li xrniug LwR 5 Spike Sunoptrauuvk cf Hinz due eE mwa entxrh'awtccr R=lm an w� t untry<urtLsnvise qw kd DG Surrogate 174wd Out .I drsmced 7crhoololy Fatbatutorlt',4. �.,_ ` x,311<x}Wert Ar erstae*. Sgwil!fill, Tit 90755 1ef: SA1 WV9,40-V fern. 561.90,4 00 26 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date. — ... 11-,4ug-to CIJEN'I': Leighton g g Inc,Client Sample ID. 313-5 Lab Order: 106535 Collection Date: 41.'2009 11:24.00 AM Projects. SCE Neu", 602447-003 NUtrix: SOIL. Lab ID: 305695-011A Anal) Result Analyses ._-_-_ ------------- PQL Qeal units OF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 00158(M) RuND GC16_094806C QC Batch, 57087 PrepDoW 815/209 Analyst CBR T1R Hydrocarbons: 08•CIO NO 10 mg/Kg 1 81612009 02.:39 PM T/R Hydrocarbons: GIO.018 NO 10 mg/Kg I &612009 02,39 PM T1R Hydmcarbons:. C S.= NO 10 mg1Kg 1 &612009 02:89 PM T1R Hy&ocarbow C28-C36 NO 10 mg/Kg 1 W&20D90239 PM VR Hydmwbonsc C36-C40 NO 10 mgft 1 Sa612W902:39 PM TM rhoocarbonw C8.040 Total NO 10 mg%q I 8Mr12009 02;.39 PM Sun p-Terphenyl 100 57-144 %REC 1 &'61200902,39 PM HYDROCARBON CHAIN IDENTIFICATION EPA 8015E RunIP:G02-0908046 QC Batch: E09V$246 PnepDate,. Analyst: KHN T1RHydmearbona,C4-Cl2 NO 10 maNg 1 8141200910;53 PM Suer. Bromofluorohenzene (FID) 94.7 594146 %REC 1 &'41200910:53 PM PCS$ BY QCfECD EPA 35508 EPA 8082 RunlD: GC6_0908m QC Batch: 57329 PrepDaie: 81612M Analyst: 88 AmcW x016 NO To pWKg 1 &71200902;41 AM Aroclor 1221 NO 33 o2/Kg 1 8/712009 024t AM Amdor1232 NO 16 pg1Kg 1 8171200902:4tAM Amdor 1242 NO 16 pg1Kg 1 $1712009 0241 AM Awdor 1248 NO 16 pg1Kg 1 8171200902'41 AM Aroclor 1254 NO 16 pg/Kg 1 8171200902 41 AM Amdor 1260 NO 16 pgtKg 1 8171200902.41 AM AmOlor 1262 NO 16 pg/Kg i 81712009 02.41 AM ArCoor1268 NO 16 pWK9 I Wi=0902:41 AM Suer; D> carchtoroblpherM 95.3 34-124 %RtC 1 &712009 02:41 AM Sur, Tetrachtoro-m-Hytone 566 40-118 %REC 1 817f2M 02:41 AM Q(ta8i'iers. .4nxtyie r#exectad rn th.. a5�.xrarod h9e8w,u1 AImI. E 4°slue aNsve 4uaa#wtuzn range H ND Not Lhwecfed sE thr li xrniug LwR 5 Spike Sunoptrauuvk cf Hinz due eE mwa entxrh'awtccr R=lm an w� t untry<urtLsnvise qw kd DG Surrogate 174wd Out .I drsmced 7crhoololy Fatbatutorlt',4. �.,_ ` x,311<x}Wert Ar erstae*. Sgwil!fill, Tit 90755 1ef: SA1 WV9,40-V fern. 561.90,4 00 26 of 68 Advanced Technology LANALYTICAL RESULTSaboratories Print Date- 12 -Aug -09 CLIENT. Leighton ConsukinS, Inc, Client Sample ID: 158 Dup Lab Order. 106685 Collection Date- 811/2009 11:27:00 AM Project, SCE Newpon, 602497-003 Gab W., 106695�012A Matrix. GROUNDWATER Anah,ses Result PQL Qual Units OF Date Analyzed HYDROCAFtSON CHAIN IDENTIFICATION EPA801511 Rund), GC8090804A 00 Batch: IOOVW0134 PrepDate, Analyst SD TIR HydrocarbohsC4-C12 NO 0,20 mgt t 81412009 0 5:36 PM Surr Bromofluorobanzene (FID) 89.1 71-130 %REC 1 814/200905:.36 PM 8 Mutytt & Mk" w the *&xuded kfeihod Blank E Value Abow quawAtion Meg It ND S outside of fimm due to vemm mwftc DO Sur tikfxe Ddated Out 16,111eed hvhw)btg1 3? abulf4vetaw, SiVmd Wit (A 907�T5 h+ RiZ 989.4045 Fox.,562464040 27 of 88 Advanced Technology laboratories CLIENT¢ Leighton Consulting, Jnc- Lob Order: 106643 Project: SCT Newport, 602497-043 Lab ID: 106683-012.11 ANALYTICAL RESULTS Print Date: 12 -Vee -09 Client Sample ID: B8 Dup Collection Date, 8l3,NN11;27;00AM Matrix: GROUNDWATER Analyses Result PQI, Quai Units DF Date Anatyred PCSS 8Y DCIECD EPA 35100 EPA 8082 Run1D: G04_090807A OC Batch: 57125 PrepDate: 816/2009 Analyst: 88 Aroctor 1D16 NO 0.80 pg1L. 1 8,712009 72:30 PM Amcor 1221 NO 1,0 pg?L 1 8171200912x30 PM Aroctor 1232 NO 0.50 WL 1 8171200912.30PM ArocXor 1242 ND 0:50 p91L 1 &7=09 12:30 PM Arocor 1248 NO 0.:50 pgtL 1 817f200914:30 PM Aro0or 1254 NO 0,50 pg,'@, t 8,+71200912:30 PM Amcor 1260 NO 0.50 pwt i 87120D912',30 PM A Wor 1262 NO 0..50 091 1 51712009 12:30 PM Amcor 1268 NO 0,60 Agri. 1 8171200912130 PM Suri Decachtorobiphanyt 82.8 29.130 %REC 1 Sf7f200912 30 PM Stir: Tetrachloro-m-zyiene 68.5 46.126 %REC 1 WJ20091130PM Qnrdilkr€s 4na%ym ckH ti:1 ra 9he uswocia[ed Method Eftwck .. t, Value akarry puaatstarxm range H Aa(d+ny tunes f zr Ar*"7xtiou oranal}xis erxuva#eci tiD tixti! Dcmvted at thr Rarauticp t.aysa S vpAx Su roptr sutwlr of hmiLq due to wamx interfutewz r Reau7ts are srri unless r lwav£t}r s7w'esPled tx'.Y Surn�ate l:t0ucw!(Sut �t 1eft inced Ii bunks rt `. t�:rGurntrarira ... 3�""j Fbpdrrrrt ..#s rterxr, 1'igoal ffi// t A 90,755 Tee i6Z u0.4045 Fav tb,. 9W40410 28 of 68 Advanced Technology Laboratories ANALYTICAL RESULTSPrint Date, 12-,411g-09 CLIENT., Leighton Consulting, Inc, Client Sample 10- B8 Dup Lab Order: 106685 Collection Date: W12009 1 1;27:00 AM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab 1D* 106695-0120 Analyses Result PQL Quist Units OF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C Run10: CCI 090806E TIR Hydrocarbons: C15 -C10 TIR Hydrocarbons: 010-018 TA Hydrocarbons: C18 -C28 TIR Hydrocarbons: C28C36 T)R HydmcarbomC36-CA0 TA Hydmairbow C8 -G40 Total SW P-Torpheoyi OC Batch: $7067 EPA 80158(M) PropDate- ND 022 M91L 1 NO 0,22 enq/L 1 ND 0" mq1t. NO 022 mgiL NO 0,22 M97L NO 0,22 M94- 717 35-131 %REC I 81420(n) Analyst: CBR 810120 08 07:08 PM 8/612009 07:06 PM 8161200907::06PM &+661200907;06 PM 8W2009 07,06 Piet &Wow 07.106 PM 610x=9 07.06 PM B 'N'D N*x Detw4dw the Rep)ning Long unk% ('4�re ue xPez'ificd DO sunx rate 01al Out "idtaRred frebetologo AN x275 11'4br tit 4 enue, Signal ffill, (A 0O 75�i 1'eh j61 089,4045 I'ar. 34. 9V 040 29 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 12-AKg,09 CLIENT: Leighton Consulting, Inc, Client Sample ID: B10 -OW Lab Order: 1066815 Collection Date; &X2009 11:58,,00 AM Projeev SCE Newport, 602497-003 Matrix. GROUNDWATER Lob to: 106685-013A Analyses HYDROCARBON CHAIN Result PQL Quid Units of Date Analyied Runll); GCOJ090804A OC ftch; 109VWOI 34 VR Hydrocsraons: C4 -C 12 NO 0120 Sum Bromoffwrobenzene (F10) 914 11-130 EPA 80156 prsspDatsr Analyst: BD mgtL 1 874=09 06AO PM %REC 1 874/200906'40 PM S Awkvic detected m the ms wodNfvdwd fftdh V H liolthoctiows for yrcparatiaa oranaty>sa eNwcdd 1%) Not Dotveumtat the RtVarfing Lima S auWdc of limits dw to matox jvmfereo EX) SuntVate Diltoof Out 7iW1ft01?1Xk 32751fikinulAveime, Signallfl( ll,A V01155 TH., ±6 1. 089,419,11; 1'"(11 " 56 98940 f47 aA 30 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Dart,,: IZ-Aug,-09 CLIENT- Leighton Conquiling, Inc. Client Sample ID. BlOwGw Lab Order: 106685 Collection Date. 81312009 11:58:00 AM Project: SCE NeuTon, 602497-003 Matrix: GROUNDWAIVA Lab 1W 106685-013B Analyses Result PQL Qual Units OF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 38100 RunID: GCI6090806F TA Hydrocarbom C8.C10 TIR Rydrocarbons, C1 0-C18 TIR Hydrocarbms'CIB.C28 VR hydrocarbons:: C28 -C36 TIR Hydrocarbons' C36 -PAD TM Hydrocarbons CS -CAO ToW Surr p-Tarphanyll OC Batch! 57067 EPA 80158(M) propoatw NO 0.20 mwt I NO 0.20 mg/L 1 NO 0.20 mQ/L I NO 020 MWL I ND 0,20 mak I ND 020 MOIL 1 73,0 354311 %R50 I 8I412009 Analyst CSR 802009 07 16 PM 810/200907x5 PM 81612009 0716 PM 8161200807:15 PM W20090TISPM, 6x6+20490716PM 80200807';16 PM 11 -- - ", -- . ... ...... .......... ... . ...... Quatinus., B AawFyrt Ed to rive asticac rctt ittexiuni k7iauk F Vahwstow ilmlawnmup H Holdiott tam fm F(rowlion orawlys* mmdetl Xf) Not Umit S mteacreoce Rau% am wri wikm otlien isc spificd DO Sumottw Odtflod Ow 1+h urrerrf 1r <hno7n. 3275 Signat Hill, CA 90755 fel, 461 9S9.4045 31 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date- 12 -Aug -09 CLU:NT: Leighton ccititoffing, Inc, mcct'samplell), Bl"w Lab Order, 106685 Collection Date, 8-,312(X)9 11380 ANI Project: SC r Newport, 602407-003 Matrix: GROUNDNVATER Lab ID: 106685-Ot3C Analyses PCBS BY WECD Rwll)- OC4-000807A Arodor 1016 Arodor 1221 Arodor 1232 Arodor 1242 Arodor 1248 Arodor 1254 Arodor 1260 Arodor 1262 Arodor 1266 Sum. Decaehlorohiphettyl Sum Tehadstwo.r rAeno Result PQL Qual Units DF Date Analyzed EPA 36100 EPA 8082 OC Batch: $71116 PtepDateL NO 0.60 OgI NO 1'0 PWL I NO GM P911, NO 0,60 *1 NO 0.513 pg& NO 0,60 pwt NO 0,50 VgIL NO 0,50 Jig& NO 0.60 1.19/1, 1 804 20-130 %REC I $89 48w328 %Ftec I 8J812009 Analyst 80 807/2009 01:00 PM &712009 01:00 PM &712009 01'00 PM &7=09 01 = PM 81712009 Woo RA 8,71200901:00 PM 8,7/2009 01:00 PM 86772009 0100 PM W712009 01,00 PM 8X200901:00 PM W71o090 100 PM It Analyte detntW to the asawatod Me" BW* E" War, abovo wantitatfoa Mtge H Holding fiw, for papsomkop a Awlyuis excoo" NO Not Dtwted at the Fe"ing Lural S, , , Spike'Staxvg4w outside of tons +. dut to nmu-tx jnWvVu* kevuiu= wo uuun vlh+s� lw qx�:fflled DO staro«pte Dlbovd Out "I t I t I �opsvd J.,' i5 ft'sgimia, lvtfezw. N'ignat Itiff, C 1 00 155 Tel., 56", o89,41145 Fo v," So " 9,VfI 4040 32 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Bate: 12-Aag-09 CLIENT: Leighton Consulting, Inc. Client Sample In: H10-2 I<ab Orders 106685 Collection Bate: 8412009 11:53,110 AM Project: SCE Newport, 602497-003 Nfatris: SOIL Lab 10: 106685-014A Analyses Result PQL Qnal Units OF Bate Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA $0158{M) RunlM GC16_O908M OC Satch� 67087 TIR Hydrocarbons: CS-Cl0 TIR Hydrocsrbons. CIO -018 TIR Hydrocarbon& C1&028 TIR Hydrocarbons,C28-C36 TIR Hydrocarbons.:. C36 -C40 T£R Hydrocarbons: CS -040 Total Sun P-Terpheriyl HYDROCARBON CHAIN IDENTIFICATION RunlO; GC2_090804B CIC Hatch: E09V6246 T1R Hydmcarbons. C4 -Ci 2 ND Sum Bromofluorobatrzene {FID} 96:8 PCB$ BY GCMCD PrepDate: ND 10 m91K9 1 ND t0 mgtKg i ND t0 mg/Kg i ND t9 mg/Kg 1 ND 10 moxg 1 ND 10 M91K9 1 83.8 57•144 %REC 1 EPA 35508 EPA $0158 Prepoata: 1.0 rn91K9 1 59145 %REC t EPA $082 Rur4D:.. GCS 090SM S OC Batch; 57129 PrepDate*.. Aro0or 1016 ND 16 pgft 1 Armctw 1221 NO 33 WX9 1 Aroc or 1232 NO i6 WWx9 1 Aroclor 242 ND 16 pg/Kg 1 Aroclor 1248 ND 18 p9/K9 I Aroclor1254 280 33 PQIK9 2 Atnclor 1260 ND i8 p9ti(0 i Aroctar 1262 ND 16 pg/Kg 1 Aroctar 1268 ND 16 WKg 1 Suer Decachlorob8rhenyt 107, 30124 %DEC 1 Sin .0ecachtarobiphenyt 103 30.12.4 %REC 2 Star: Tebachloro-nt•xytorta 113 40,118 %REC 1 Suri Tetradrbro-mxyMne 103 40118 %REC 2 VOLATILE ORGANIC COMPOUNDS BY GCJMS EPA $2$08 Runlf)- M84_090805A QC Batch: K09VS145 Prepoats: 14,12 -Tetrachloroethane ND 6.0 pg/Kg 1 1,1,1-Trichloroathane ND 5,0 pg/Kg 1 8/512009 Analysts CBR 8/8/2009 WAS PM $181200902:48 PM 8/812009 0248 PM 8/612009 02.48 PM 8!812009 02`48 PM 8 /2009 02AS PM aW2009 WAS PM Analyst: KHN 8/41200911;07 PM 5141200911:07 PM 816:2009 Analyst.. $a W71200903 70 AM S7f200903 10AM &7/20090310AM 817/20090110AM 81712009 03:10 AM 8/7!200908.08 AM 87712009 03.10 AM 8!712009 03:10 AM 877120090310 AM 847/200903..10 AM 8!7!2009138:08 AM 8±71200903:10 AM 817/20090808AM Analyst: HH 8161200912:48 PM 8/512009 12:48 PM Quatttfers: B Amslyw detected ut the asxwiated Me&A Btuuk £i Val" above 4iWnM Wn nutty: H Hs4ding times for preta wxt.lo aoelysts cxrxmr l ND Hera. Deteettd u, sbe Rcgwrtsng k..uart S Spike<>m sate outside of lbt tv, due ter matrix uete^rftnwT Results mV, Weti. urikxs oftlu pee s ifmd. DO SuntVate Dluted Out irl5n114•e11 fiW15110to t [an,orularnw .. .37'1 XI'ulrriet �tvrrmr, S,k"0l7til7, (7 4075,1 fete 562. 980404) Fax ,`561,48@.4040 33 of 68 Advanced TechnologyLaboratories ANALYTICAL RESULTS Print Date: 1J 4ug-d4 CLIM'. LeightonLonsnlfing, Inc, CllentSamplelD. BIO -2 Lab Order. 1.06685 Collection Date: 9012049 11:53:00 AM Projects SCE2vmport602497-003 Matrix: SOI Lab ID- 106585.014A Analyses Result PQL Quaff Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS By GCJMS EPA 82608 RunlD:.. MS4_090806A OC. Batch: K09VS146 PrepDate: Analyst: HH 1.1.22•Tettdchloroathane NO 5.0 pg/K9 1 8151200912:48 PM 1,1.2 -Trichloroethane ND 50 pg/K9 1 8/5/200912-48PM 1 1-Didrloroeihane NO 5.(l pg/K9 1 815=0912 4S PM 11.Dichlomethene NO 50 WKg t 8PAM00912AS PM 1.1•thchklropmpene,. NO 5.0 pWKq 1 &&200912:48PM 112.3-Trichlombenzerm NO 5.0 goo 1 462009 f2-48 PM 1,2,3-Tr?dtlompropane ND 5.0 pWK9 i 815200912-48 PM 1,2.4-Tridltcrabarrzere ND 5.0 VWKg 1 8151200912-45 PM 1,2,4:4rimadly€benzone ND 5.0 pg1Kg 1 8WOU912:48PM 1,20broma3-chloropropane ND 10 ygfKg t 8/5720091248PM 120bmmoathane ND 5.0 pg1Kg 1 8/51200912148 PM 120chlombenzene NO 5.0 pg/Kg 1 8151200912:48PM t,2-Dlchbmethane NO S p91Kg 1 8(5!200912:48 PM 1,2-Ochbmpropane. NO 5.0 itg1Kq 1 8151200912.48 PM 1,3,54nzooe NO 5.0 p91K9 1 815/200912.48 PM 134Nchtorobenzene NO &0 p09 1 8158200912:48 PM 12A chlompropane NO &0 Kft 1 8/&'20D912A6PM 1„4-0drombenzene ND 5.0 pg/K9 1 8¢ 51200912.:18 PM 22.Otdssampmparie NO so pg1K9 1 &5/200912,48 PM 2:clWorttoitrene. NO SA pgtKg 1 W5/200912A8PM 4-Chlorotoklene ND 5.0 pg/Kg 1 815/200912:48 PM 4teopmpyftoluene NO 5.0 pg/Kg 1 8/51200912AB PM Benzene NO 5.0 pg1Kg 1 8751200912:481`10 Bramobenzene ND 5.0 pg/Kg 1 8/5/200912A8 PM Bromodichlomntethane NO 5.0 pg1Kg 1 &512009 12:48 PM Bmmetorm NO 5-0 p2 K9 1 "1200912:48 PM Bromomethare, ND $.0 µ9+K9 1 8,6400912ASPM Certinntetrachloride NO s0 Haft 1 8f5,'200912A$PM Chkpotenzene ND 5.0 pg?Kg 1 815=0912AB PM Chloroethane ND $.0 pwX9 1 8/57200912.48 PM Chloroform NO 5,0 p9ft i 875x2009 12:48 PM Chloromethane ND S.D pg/Kg 1 815/200812:48 PM cis-12-Dichloroethene ND 5,o pg/Kg 1 8/51200912AIlPM cis-1,3-Dichloropropene NO 5.0 pg1Kg 1 8/81200912,48 PM Wacpropy€ether ND 5.0 1198tg 1 8/51200912:48 PM itaa€hien: B xitah1v dowed is the ulsar.ra4ed xfefkrxi Blw* E 1'aluc abuu c 4uawnwou taupe H Ifolding tura for prepirueo m analysis cxc *d NO Not i)r xtM st #m Repo ting€fu& S Spikc`swa . ce out", ofIM11% shire( Me& endct#aru-n ea ftc+u3s�are zbei. wckca twthctcsisc Ky+a�:tif"red DO Surr Vwx Diluted Out idtamctd tccbnalogl ' t.»6arsDrnrr`ev.. 75€€szttu11.4iellp, Sigrsal flill, Ct 90 -JS Tcl�. A?!/RSk4045 Pas: 5649W9+4040 34 of 68 trkanrrd IuhrJnle. t -..� LaOnrxiunex ANALYTICAL RESULTS Advanced Technology Laboratories �s Print Date: 12 -Aug -Q4 - CLIENT, Leighton Consulting, inc, — _ Client Sample ID:- BIG -2 Lab Order: 106685 Collection Date: 813/2009 11:53:00 AM Project: BCF Newport, 602497-003 Matrix. SOIL Lab ID: 106685-014A Analyses __ ..._..... ._ .___. Result PQL Qua] Units .___.. DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA $2606 RunlD:: MS4_090805A QC Batch: K09VS145 PrepDate: Analyst HH Dibromochloromethane NO 5.0 pg/Kg 1 8/5/2009 12:46 PM Olbromomethane NO 5,0 pg/Kg 1 8/5/200912:48 PM Dichlorodifluoromethane ND 5,0 pg/Kg 1 8/51200912,48 PM Ethyl Tert-butyl other NO 5.0 112ft 1 S/5Y100912AS PM Ethyibenzene NO 5.0 pg/Kg 1 8151200912A$PM Hemchlorobutadione, NO 5.9 pg/Kg 1 815/200912:48 PM Isopropylbenzene,. NO 5.0 pgfKg 1 8151200912:48 PM m,p-Xytena NO 10 99ft 1 S15Y100912,48 PM Methglenachlodde NO 5.0 pg/Kg 1 8/51200912AS PM MTBE NO 5.0 pg/Kg 1 815/200912:48 PM n-SuMbenzene NO 5,0 pg/Kg 1 8/5/200912.48 PM n-Propylbenzene NO 5.0 p9/Kg 1 8/51200912:48 PM Naphthalene NO 5A pg/Kg 1 8151200912:48 PM o•Xylene NO 5.0 pg/Kg 1 8/51200812;48 PM seo-Sutyberizene NO 5.0 pglKg 1 815/200912A8PM Styrene. NO 5.0 pg/Kg 1 8/5/200812;48 PM Tart -amyl methyl ether NO 5.0 pg/Kg 1 8/5/20091248 PM Tart-Buten! NO 100 pg/Kg 1 8/5/200912481MM tert-Buty]benzene NO 5.0 pg/Kg 1 8151280912:48 PM Tetrachloroethene NO 5.0 pg/Kg 1 8IW200912:48PM Toluene NO 5.0 pgpKq 1 8/5/200912.48 PM trans-1,2-Dichioroethene NO 5.0 pg/Kg 1 8&200912:48 PM Trldtioroethene NO 5.0 pglKg 1 8151200912:48 PM Trichlorofluoromethane NO $A pg/Kg 1 8/51200912:48 PM Vinyl chloride NO 5-o pg/Kg 1 8151200912:48 PM Surr, 1,241ohioroethane-d4 118 70-130 %REC 1 8/51200912AS PM Surr: 4Bmmotluorobenzene 102 70-130 %REC 1 815/200912:48 PM Sura Dtbromalluoromethone 117 70-130 °!DREG 1 8/5/200912:48 PM Sun: Toluene-dS 108 70-130 %REC 1 8/5M00912 48 PM SEMIVOLATILE ORGANIC COMPOUNDS BY GC/M$ EPA 3550B EPA 62700 RmID: MS 13 090805A QC Balch: 57085 PrepDate: 8/5/2009 .Analyst:.. DMP 1,2,4-Tdchlorobenzone NO 330 pg/Kg 1 8/51200904;30 PM 12 -Dichlorobenzene NO 330 pgft 1 8/5/200904.30 PM 1,3 -Dichlorobenzene NO 330 pg/Kg 1 8/51200904:30 PM Qualifiers: B Analyte detected in the associate! Method Blank E Value above quantuanon range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results ate wet mien otherwise specitled DO Surrogate Diluted Gut 3275 If"alaul Are the, Simd Hill, (A 911"55 7r/,, 562, 989.494e !Tax. 562.989.4040 35 of 68 Analyses Result PQL. Anal Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS iCA1L RESULTS Advanced TechnologyLaboratoriesPrint . Prin€Dais: l- ug -019 rani Daft. 1 CLIENT: Leighton Consulting, Inc, Client Sautpie LD: 810. Lab Order: 106685 Collection Date: 8/3.:2009 11:5100 AM Project: SCF Newport, 602497-003 MatrixSOIL Lab W. 106685-014A 1,40chlorobenzene Analyses Result PQL. Anal Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 35508 EPA 82300 RuntD MS 13_99080SA OC batch; 57085 PrepDate: &*512009 Analyst; DMP 1,40chlorobenzene NO 330 WK9 1 8151200904.30 PM 2,4;5 -Trichlorophenol NO 330 1109 t 8151200904:30 PM 2.4rfrTrtchlomphenol NO 330 Wh<9 I 8151200904;30PM 2+Dlchtorophonot NO 1600 PWY9 1 &51200904:30 PM 2,44)intethylphenoP NO 330 Wxg 1 81512009@4:30 PM 2,4-0enWophehol NO 1600 Wyly 1 &S100904�30PM 2.4-DinitrgSotuane NO 330 pg+Kg 1 &W20090430PM 2,6.001 klerar NO 330 p97K9 1 86=040410 PM 2-Chlofonsphthafon a NO 330 p91K8 1 $1512009 04,30 PM 2 lotophenol NO 330 1109 1 6/51200904:30 PM 2AIerthy1naphthalene NO 330 ttgMg 1 615/200904:30 PM 2-Metiyipnenol NO 330 pglKg 1 S/W200904:30 PM 2-Nitroanipne NO 1600 pg/Kg 1 6(22009 0430 PM 2•Nurophonol NO 330 gg/Kg 1 8751200904°30 PM 3,3° Achlembenzkiine NO $80 P09 1 8`572009.04::30 PM 3-tdltrban dine NO 1600 P9x9 1 &5t2o0904:30 PM 4,"IA004methylpharoi NO 1600 pgXg 1 OWW90410P&A 4,8romophony1-ohaa±ylether NO 330 t*xg 1 &5100904;30PM 4�Woro-3�mahylphenol NO 660 pg Kg 1 &51200904:30 PM 4•Chloroanii'kw NO 660 Pot; 1 &5120090430 PM 4-Chiprophenykohenylother NO 330 p09 1 815/200904.30 PM 4-Methyiphenol NO 330 pg/KO 1 8/5/2009 04.30 PM 4-Nitoaniline NO 1600 pg/Kg 1 815/200904:30 PM 4-Nttrophenol NO 1600 pWKg 1 8!5/200904;30 PM Acenaphthene NO 330 u0t; I 815+2009 oCao PM Aoenap"ene NO 330 p9%9 1 6tW200904:30PM Arftacena NO 3307 p97K0 1 &51200904.30 PM Benz4ne(M) NO 1600 pg/K9 1 8f51200904:30 PM Benzn(a)"racene NO 330 V9+Ixg t 8+'51200904:30 PM 9anzo(a)pyrene NO 330 p91K9 1 8x51200904.30 PM 8anzo(b)6uoranthene NO 330 p9/K9 1 SW00904:30PM Benzo(g.h))peMena NO 330 pg/Kg 1 8151200904;30 PM Benzo(k)iluoranthene NO 330 pgll(9 1 &5/200904:30 PM Benzoicadd NO 1600 pg/Kg 1 &51200904:30 PM Benzyl alcohol NO 660 pgdKg 1 &5/200904,30 PM Qualitlerr B Maitre S ta~z°texi eu tb: asao+a4t+z1 Slahtxi t3Aaak E Voles above guam xaaon rap it Hotrtvr4. ttm liarprcjam'stiva �m atraig'iscxres4la3 NO :tnt Oetecirdaztba Reparun$I.rmu _''! loras &a w mmatr u 6nttifeti=wr P"Sulu me wct elrS7Ci4 4Wt9 uc q( lied DO Sumgate Wined Out file anved Ivelmologt ..firturr.ernlrcr - 7;2.�'i 1t"glrntr.4evrrx., ;SignolIfilb CA 90753 leh ShA 959,4+045 Fox: 14. 980.4014 36 of 68 Advanced Technology LaboratoriesANALYTICAL RESULTS Print Date: 12-Rug-09 CLIENT: Leighton Inc Ch g g, ent Sample ID 810-2 Lab Order. 106685 Collection Date: 81312009 11;53:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID; 106685-014A Analyses Result PQL Quai Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC1MS EPA 35508 EPA 8270C RunlD:.. MS 13_090805A OC Batch.. 57085 PrepDate:. 81512009 Analyst:. DMF Bls(2-chloroathoxy)methane NO 330 p9iK1) 1 8/51200904;30 PM 81s(2-chioroethy0ther NO 330 ugft 1 8/8!200904:30 PM Bis(2•chlomisopropyl)other NO 330 Vg/Kg 1 8151200904:30 PM Bia(2-ethylhexyl)phthalate, NO 330 Ng/Kg 1 8/51200904,30 PM Butytbenzytphthalate NO 330 pgll(g 1 8151200904:30 PM Chrysens NO 330 pg1Kg 1 8151200904<30PM Di-n-butylphthalate NO 330 119ft 1 8/51200904:30 PM Di-n-odylphthalate NO 330 90<9 1 815/200904,30 PM Dibenz(a,h)anthracme ND 330 plift 1 8151200904:30 PM Dibenzoluran NO 330 plift 1 8/51200904:-.30 PM Diethylphthalate NO 330 iJgft 1 $151200904:30 PM Dimethytphthelate NO 330 pg/Kg 1 8151200904:30 PM Fluomntheno NO 330 pg1K9 1 8151200904-30 PM Fhtomne NO 330 pg/Kg 1 8151200904:30 PM Hexachlombanzene NO 330 pg/Kg 1 8151200904:30 PM Hexachlorobutadiene NO 660 pg/Kg 1 8/5/2009 04:30 PM Hexachlbrocyclopentadlene NO 660 pg/Kg t 8151200904:30 PM Hexachloroathane NO 330 pg/Kg 1 $15.12009 04,30 PM indeno(1,2,3-cd)pyrone NO 330 119K9 1 8161200904;30 PM isophomne NO 330 pgtKg 1 8/5/2009 04,30 PM N-Nitrosodl-n-propylamine NO 330 pgM9 1 8/5/200904.36 PM N-Nitrosodiphonytamine NO 330 pgft 1 8/51200904:30 PM Naphthalene NO 330 p9/Kg 1 815/20090430 PM Nitrobenzene NO 330 pg/Kg 1 815/200904:30 PM Pentachlorophenol NO 1600 p8/Kg 1 8/51200904:30 PM Phenanthrene NO 330 pg/Kg 1 $151200904:30 PM Phenol NO 330 pg1Kg I 8/ 5/200904:30 PM Pyrene NO 330 pg/Kg 1 8/5/200904:36 PM Sum.1,2-0idilombenzene-d4 68.4 49.103 %4REC 1 8/5/200904;3OPM Sum 2.4.6-Trlbromophenol $3.1 47.129 %REC 1 8/5/2009 04:30 PM Sum 2-Chlorophenol-d4 76.4 54-109 14REC 1 8/5/200904:30 PM Surra. 2-Fluorobiphe%l 75.3 59-108 %REC 1 815/200904:30 PM Surr;2-Fluomphenol 75.8 50-111 %REC 1 8151200904:30 PM Sum 4-Terphenyl-di4 89.9 58.135 %REC 1 81512009 04:30 PM Sum Nitrobenzene-d5 70.2 54.115 %REC 1 81512009 04:30 PM QasaOors: B Analyte detectedto the associated Memod Blank E Value above qumumetion range H lioldingtimesforpreparationoranalysisexceeded ND Not Detected at the Reporting Limit S SpikcsSurmitate outside of Imads due to matris interfemnet Results aro wet unless othetvrixe specified DO Stamgate Diluted Out idtrrrrrcd 7vetwole s ��LaLnrrttnrics 1117 t5 `aluut.2renue, Signal I ill�('A 90755 1ek562.939.4045 Foam 562, 989,4040 37 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc Client Sample ID: 1110-2 Lab Order. 106685 Collection Date: 8!312009 11:53:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID. 105685-014A Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY G01M5 EPA 3550E RurdD; MS 13 090805A QC Batch: 57085 Star. Phenol -d5 78.5 58.112 EPA 82700 PrepDate:. %REC 8/5/2009 Analyst:. DMP 81512009 04:30 PM uati .......... __. __a...-.. �.,..... ._...... Q tiers. B Analyte demoted iodic us iawd htcdwd Blank F Value above quantitation range H Holding tunes for preparation or ooalysis exceeded ND Not Detected at the Reporting Limit S SpNvSurrogme outside of limits due to matrix in ertecence Results arc wet unless othrnFdse specified D6 Smragaw Diluted Out ONI dt aneed 7t chna Aft 1xlinrntnrrrc M-�^ i27t 11'eInufArenue, Siirtwl 1141, CA 90755 1`,': 562 {�89.40d5 Ear. S52.989.�fi�0 38 of 68 Advanced TechnologyLaboratories ANALYTICAL RESULTS Print Date- 129ag-014 Ct IU E: Leighton Consulting, Inc. Client Sample ID: B10-6 Lab Order. 106685 Collection Lute: 8+312009 11:5&00 AM Project: SCE Newport, 6102497-003Matrix- $OIL Lab LD: 106695.015A Anal),.w Resvlt PQL (dual units OF nate Anal}zed HYDROCARBON CHAIN IDENTIFICATION LUPT EPA 8015B(M) RunID. GCt6 090806C GIC Batch $7087 PrepDate:. T/R Hydrocarhons: C8 -C10 TIR Hydrocarbons: CIO -C18 TIR Hydmcarbons:Ci8.C28 TIR Hydrocarbons:: C28 -C36 TIR Hydrocarbons: C38 -C40 TA Hydrocarbons. C$ -C40 Total Scar; p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION RUnV G02_090804B T/R Hydrocarbons: C4-Ct2 Sum: Bromolluombenzene (FID) PCB$ BY GCIECD Aroctor 1016 Amobr 1221 Amctar 1232 Arodor 1242 Arocior 1248 Arodor 1254 Aroclor 1260 Arodor 1262 Aroolor 1268 Sum Decachbrobiphanyl Son, Tesacham-rn xylone NO ID mg/K9 1 NO 10 m9/K9 1 NO 10 m9/K9. I NO 10 mgtKg I NO 10 mgtKg I NO 10 mtbK9 1 93.5 67-144 %REC 1 OC Batch: EOOVS246 NO 1.0 924 89-145 EPA 85508 OC Batch: 57129 EPA 8015E PrepDate: M9/K9 i %REC i EPA $082 PrepDato.: NO i6 WKS; I NO 33 V91K9 I NO 16 PWK9 1 NO 16 1,v9fKg 1 NO 16 p9fK9 1 NO 16 p9/K9 1 NO i6 pgfKg I NO 16 P9/K9 I NO 16 P91Kg 1 93.4 30424 %REC I 102 40118 %REC 1 8'5/2009 Analyst;. CBR 816/2D09 02:58 PM 61$/2009 02:5$ PM 802009 02:58 PM 81612009 62:58 FAM SWO0902:68 PM 816+200902..58 PM 8:6200902:;58 PM Analyst. KHN $/41200911;22 PM 8/4/2009 11:22 PM 862009 Analyst: 88 &Tt20D903A0 AM $/712009 01,40 AM 81712009 0340 AM W12009 0340 AM 60712009 03:40 AM 8/712009 03:40 AM W12000 0140 AM $/712009 03,40 AM $17120M 03:40 AM 8'712009 03,40 AM 867/2009 03:40 AM _.... ....... .� ._. _., .._,.�„_ .. _ ._ . ......... .. .... .. r._.,._..... _ ,. Quat(Herx: 8 Arralvte d.ncteel in the assacvttad 4lethgd Ntaak E Value above wwnatuam range H HnMang tltnes Rx pmpxrntion oranatwie exr;cerz3 NO fivyz S?eaccnnt a1 the Repe+ttng. i.sm+t C RMA's an *cq unbrs� t t!a°rva5nr spec&wd DO Sunoate DilutettOut td*unced 1<t8¢elog, 9275Ilahwf,^fvcwie, .S4� dfrill. to 90755 T&562, VS9.40.45 1,'ax,,-,W,984.4040 39 of 68 Advanced TechnologyLaboratories ANALYTICAL RESULTS Print Date: I2 -Aug -09 CLIENT. Leighton Consulting, Inc, Client Sample ID. B9 -GW Lab Order: 106685 Collection Date: 8,5/2009 12:20:00 PM Project: SCE Newport, 602497-603 Lab ID: 106685-016A _. ....... Analyses Result HYDROCARBON CHAIN IDENTIFICATION RUniD. GC6_090804A T1R. Hydrocarbonix C4 -C12 Surr. Brornottuorobenzone (FID) Matrix: GROUNDWATER PQL Qual Units DF Date Analyzed QC Batch. I09VWOI34 ND 0.20 912 71.130 EFA 80156 prep0ate; mg/L %REG Analyst: BD 814/2009 05;15 PM 8141200905:161"M Quaafcera; B Analyte detected in the associated Method Slack E. Value puamrhabon range II Holding times for preparation or analysis exceeded Nil Not Detected at the Reporting Limit S Spike/Sunmlate outside ofliams due to matrix inunfaerce, Results an wet unless otherwise specified DO Surragate Dilated Out idrnnted !sthnnlrf a "27114}rGrrrd.Qsenn id $ t Hill, CA 9U^5.5 lef.5o.,989,4o43 fax., 56Z90.4040 40 taGurxmr�c� '"" QuNitiers: B Analyte dcmar ed in the associated Meihnd Blank F Value above quantitating range H Holding tunes for preparation or analysis exceeded NO Not Demoted at the Reporting Limit S Spikelsurrogam outside of limits due in matrix intafereuce Results are wet nmless o0eiwwise specified DO Surrogate Diluted Out Sdianced lcctrnotq?t t„t6or:a7griev �,�.--. .3275 Wahint.rttrrurr, 5'ignrrt }Jit(, C4 V075 Tca: 561 980.4045%'tt':n:: 562.989.4040 41 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 12-Aug-09 CLIENT. Leighton Consulting. Inc, _ Client Sample ID B9-QW Lab Order. 106685 Collection Date- 813/2009 12:20:00 PM Project: SCE Newport; 602497-003 Matrix- GROUNDWATER Lab ID: 106685-016B Analyses Result PQL Quat Units DF Date Analyzed PCBS BY GC/ECD EPA 39100 EPA 8082 RuMD: GC4A90807A QC Batch:. 57126 PmpOate: 816/2009 Analyst:. BB Arocbr 1016 NO 0.50 pg/L 1 &712009 01;30 PM Arodor 1221 NO 1.0 }ig/L 3 817!2009 01:30 PM Amdor 1232 NO 0.50 VWL 1 817/2009 01:30 PM Amclor1242 NO 0,50 yg/L 1 9171200901:30' PM Amclor'1248 NO 050 tag7L 1 817/200901.30 PM Arodor 3254 NO 0.50 tig/L 1 87712009 01;30 PM Arodor 1269 NO 050 pg1L 1 &71200901:30 PM Arodor 1262 NO 0.50 WL 1 8171200901:30 PM Amctor 1268 NO 0.50 pg& 1 afV20090130PM Surr.: Decachloroblpllenyl 79.6 29.130 %REC 1 817/200901:30 PM SurraTetmchtornm-xylene 92.4 48-126 %REC 1 8777200901:30 PM QuNitiers: B Analyte dcmar ed in the associated Meihnd Blank F Value above quantitating range H Holding tunes for preparation or analysis exceeded NO Not Demoted at the Reporting Limit S Spikelsurrogam outside of limits due in matrix intafereuce Results are wet nmless o0eiwwise specified DO Surrogate Diluted Out Sdianced lcctrnotq?t t„t6or:a7griev �,�.--. .3275 Wahint.rttrrurr, 5'ignrrt }Jit(, C4 V075 Tca: 561 980.4045%'tt':n:: 562.989.4040 41 of 68 QuaBfian, B Analyte detected in the associated Method Blank lr Value above quanntation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Lnnu S SpikevSwrogatc outside of limits due to mairia interference Results are wet urdcas otherwise Miecifled DO Surrogate Diluted Out I dr am ed Teelmologi 3275 H`ahmt Avenue, .S{Srrrd MA C.: ^i 911755 Tet. SG1. 989.dPdS Fax: 562.989.4046 42 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 12 -Aug -09 CLIENT: LcightimCoisulting,Inc, tlm Client Sample ID: B9 -GW_. Lab Orden 106685 Collection Date: 81312009 12:20:00 PM Project: SCE Newport, 602497-003 Matrix. GROUNDWATER Lab ID: 106685-0160 Analyses Result PQL Quail Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C EPA 6015B(M) RuntD= GC16_0908061` OC Batch: 57067 Prop0aW 81412009. Analyst: CBR T/R Hydrocarbons: C8 -C10 NO 0.20 mg/L 1 802009 0724 PM T/R Hydrocarbons: C10 -C18 NO 020 mg/L 1 816120090P24PM T/R Hydrocarbons: C18 -C28 NO 020 mg/L 1 8/6/200907.24 PM T/R Hydrocarbons! C28 -C36 NO 0.20 mg/L 1 816/200907,24 PM T1R. Hydrocarbons: C36 -C40 NO 0.20 mg1L 1 $181200907:24 PM T/R Hydrocarbon 08.040 Total NO 0.20 mg1L t 81612009 07:24 PM Surr: p•Terphenyl 74:8 35-131 %REC 1 8161200907,24 PM QuaBfian, B Analyte detected in the associated Method Blank lr Value above quanntation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Lnnu S SpikevSwrogatc outside of limits due to mairia interference Results are wet urdcas otherwise Miecifled DO Surrogate Diluted Out I dr am ed Teelmologi 3275 H`ahmt Avenue, .S{Srrrd MA C.: ^i 911755 Tet. SG1. 989.dPdS Fax: 562.989.4046 42 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: I2-aug-09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 89-2 Lab Order: 106685 Collection Date: 8/3/2009 12:12:00 PM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106695-017A Analyses _ Result m PQL Quad Units OF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) Run16. GC18_0908060 OC Batch: T1R Hydmcarbonv C8 -C10 T/R Hydrocarbons: C10 -C18 T/R Hydrocarbons:. C18 -C28 T/R Hydrocarbons: C28 -C36 T/R Hydrocarbons: C38 -C40 T/R Hydrocarbons C&C40 Total Sure p-Terphenyt HYDROCARBON CHAIN IDENTIFICATION RunlD: GC2_0908048 T/R Hydrocarbons: C4 -C12 Sun: Bromoftuorobenzene(FID) PCBS BY GC/ECD RunlD: GCS 0908068 Arodor 1016 Arodor 1221 Arodor 1232 Aroclor 1242 Aroclor 1248 Aroclor-1254 Aroclor 1260 Amc for 1262 Aroclor 1268 Sum; Decachlorobiphenyl Sum; Decachlorobtphenyl Sum Tetrachlorp-m-xylene Sum Tetrachloro-m-xylene 57087 Prepoate:. ND 10 rn9tKg 1 ND 10 mg1K9 1 ND 10 mg/Kg 1 ND 10 ntg/K9 1 NO 10 m91Kg I ND 10 mg/KO 1 862 .57.144 %REC 1 816/2009 Analyst: CBR 8/6200903:54 PM 8/612009 03:54 PM 816120090354PM 8/62009 03`54 PM 816200903:54PM 8/6/2009 03:54 PM 81612009 03:64 PM Analyst: KHN 54200911:37Y1aM 8!4200911 s37 PM 8/612009 Analyst; BB 817/200904.10 AM 8/712009 04:10 AM 817200904.10 AM 81712009 04.10 AM 8171200904.10 AM 817/200908.38 AM 817200904.10 AM S7200904:10AM 817200904:10 AM 8/712009 000 AM 817/2009 08138 AM 8172009 08:38 AM 8!712009 04:10 AM Qualifiers: -. B ,_..°salytedetected in the associated Method BWnk � � _._B Value abovequandranon range H Holding tbnes fur preparation or analysis exceeded NO Not Detected at the Reporting [..imit S Sptke,Surrognta outside of limits due to matrix imedcrence Results are wet unless wharutso specified DG Surregate Diluted Out t tdr va-erf /M)11010re 32T4 Wert o At-murc, S'%8^ma/ Hill, C.4 Q0755 Tel: 562. 989.4045 Fax: 562.9,M4040 43 of 68 EPA 80158, QC Batch:. E09VSM PrePDatw ND 1.0 m9/K9 1 94.0 59.145 %RFC i EPA 35508 EPA 8082 GIC Batch: 57129 PrepDate: NO 16 lig1Kg 1 NO 33 pglKg 1 NO 16 tillft 1 NO 16 pg/Kg 1 NO 16 pg1Kg 1 350 33 pgtKg 2 ND 16 pg/Kg 1 NO 16 pg1K9 1 ND 16 pgrKg 1 99.9 30.124 °AREC 1 99.6 30-124 %REC 2 98.2 40-118 °!DREG 2 108 40-118 %REC 1 816/2009 Analyst: CBR 8/6200903:54 PM 8/612009 03:54 PM 816120090354PM 8/62009 03`54 PM 816200903:54PM 8/6/2009 03:54 PM 81612009 03:64 PM Analyst: KHN 54200911:37Y1aM 8!4200911 s37 PM 8/612009 Analyst; BB 817/200904.10 AM 8/712009 04:10 AM 817200904.10 AM 81712009 04.10 AM 8171200904.10 AM 817/200908.38 AM 817200904.10 AM S7200904:10AM 817200904:10 AM 8/712009 000 AM 817/2009 08138 AM 8172009 08:38 AM 8!712009 04:10 AM Qualifiers: -. B ,_..°salytedetected in the associated Method BWnk � � _._B Value abovequandranon range H Holding tbnes fur preparation or analysis exceeded NO Not Detected at the Reporting [..imit S Sptke,Surrognta outside of limits due to matrix imedcrence Results are wet unless wharutso specified DG Surregate Diluted Out t tdr va-erf /M)11010re 32T4 Wert o At-murc, S'%8^ma/ Hill, C.4 Q0755 Tel: 562. 989.4045 Fax: 562.9,M4040 43 of 68 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RmJD: GC16_090806C QC Batch: TIRHydromrbons: C8410 TIR Hydrocarbons: C10 -C18 TIR Hydrocarbons. C18 -C28 VR Hydrocarbons: C28 -C36 TIR Hydrocarbons: C36 -C40 TIR Hydrocarbons: CB -C40 Total Sum p•Terphanyl HYDROCARBON CHAIN IDENTIFICATION RunID,: GC2_090804B T/R Hydrocarbons. C4 -C12 Surr: Bromafluorobenxene (FID) PCB$ BY GCIECD RunID: GC5_09G606B NO ANALYTICAL RESULTS Advanced TechnologyLaboratories Print Date; 12 -Aug -09 CLIENT Leighton Consulting, Inc. w .. Client Sample ID: B9-6 Lab Order: 106685 Collection Date: 8/3/2009 12:17:00 PARI Project: SCI; Newport, 602497-003 Matrix. SOIL Lab ID: 106685-018A 1n9/Kg 1 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RmJD: GC16_090806C QC Batch: TIRHydromrbons: C8410 TIR Hydrocarbons: C10 -C18 TIR Hydrocarbons. C18 -C28 VR Hydrocarbons: C28 -C36 TIR Hydrocarbons: C36 -C40 TIR Hydrocarbons: CB -C40 Total Sum p•Terphanyl HYDROCARBON CHAIN IDENTIFICATION RunID,: GC2_090804B T/R Hydrocarbons. C4 -C12 Surr: Bromafluorobenxene (FID) PCB$ BY GCIECD RunID: GC5_09G606B OC Batch: E09VS246 NO 1.0 93.5 69-145 EPA 3550B QC Batch: 57129 EPA 8015B PrepDate: mg/Kg i /,REC 1 EPA 8082 PrapDate: Arodor 1016 NO EPA 8015B(M) 57087 Arodor 1221 PrepDate: NO 10 mg/Kg 1 NO 10 mg/Kg i NO 10 mglKg 1 NO 10 1n9/Kg 1 NO 10 mg/Kg 1 NO 10 MQA<g 1 93:8 57-144 %REC 1 OC Batch: E09VS246 NO 1.0 93.5 69-145 EPA 3550B QC Batch: 57129 EPA 8015B PrepDate: mg/Kg i /,REC 1 EPA 8082 PrapDate: Arodor 1016 NO 16 p9/Kg 1 Arodor 1221 NO 33 pg/Kg 1 Aroetor 1232 NO 16 pg/Kg i Arodor 1242 NO 16 9g/K9 1 Arodor1248 NO 16 pglKg 1 Aroclor 1254 NO 16 pg/Kg 1 Arodor 1260 NO 16 pg/Kg 1 Arodor 1262 NO 16 pg/Kg 1 Arodor 1268 NO 16 pg/Kg 1 Sort., Docachlorobiphenyl 100 30-124 %REC 1 Suri Tetrachloro-marylene 109 40.118 %REC 1 8/512009 Analyst: CBR 81612009 03:07 PM 81612009 03W PM 8161200903'07pM 876/2009 03A7 PM 8/8/2009 03:107 PM 1116120090107 PM 8/61200903.07 PM Analyst:: KHN 6141200911:;51 PM 6141200911;51 PM 81612009 Analyst: BB 8X200904.4 AM $171200904rA0.AM 81712009 04:40 AM 8/7/2009 04.40 AM 87120 0 9 04A0 AM 87120 09 04:4D AM 8712009 04140 AM 8712009 04.40 AM 8712009 0440 AM 87/2009 04:40 AM 8171200904:40 AM Qualifiers B Analytedatected in the asaWended Method Bleak. is Value above quantitation range It Holdingtimcaferprypmtionoranatysisexceeded NO Not Detected at the Reporting Limit S SpikeSmzogate ounidb otlimits due to matrix interference Remits am wattle othervim specified DO Surrogate Dilated Out Ids anc d Itcfutolo i I.adror7rnrmx:-. .12,x? b1'trlrzrrd Avenrer Signed Hill, (A 9#75t5 Tel: 562, 984.4045 Foo.- 562.989,4049 44 of 68 Advanced TechnologyLaboratories ANALYTICAL RESULTS Print Date: 72 -Aug -09 CLIENT: Leighton Consulting, ng, Inc. Client Sample to: I211-GIi' Lab Order. 106685 Project: SCE Newport„ 602497-003 Lab ID: 106685-019A Collection Bate: 9/512009 12:57:00 PM Matrix: GROUNDWATER Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 90158 RunlD; GC8_090804A OCaatchr 109VW0134 PrepDatw Analyst: BD TIR Hydrocarbons: C4 -C12 NO 020 mg7L 1 8W200906:19PM Stun Bromoftuorobenzene(FID) 92:5 71-130 %REC 1 8141100906:19 PM Qualifiers: B Analyte detected in the associated 4tethod Blank E Value above quantitation range It Holding times for preparation or analysis exceeded NO Noe Lkttztedat. the Reporting t,#mi¢ S Spike/Surrogate outside of limits due to matrix interfiaen" Results aro net unlem otherwise specified DO Surrogate Diluted Out ltt+:vate�tl 7echao%gt I ubaxvtprms 3275 flirhiur Avenue, S4gnaf 1*11, C;4 90-55 Tet; 562. 959.4645 Far: 5452.989.41140 4AW 45 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Ghent Sample ID: Bl I -GW Lab Order: 106685 Collection Date: 8/312009 12;57:00 PM Project: SCE NewpoM602ti97-003 Lab In. 106685-019B Matrix: GROUNDWATER Analyses Result PQL Qua) units DF Date Analyzed PCBS BY GCIECD RuntD: GCA_090807A Arodor 1016 Aroclor 1221 Aroclor 1232 Arodor 1242 Amcor 1248 Aroclor 1254 Arodor 1260 Aroclor 1262 Arodor 1268 Surr: Decanhlorobiphenyt Sum Tetraehtoro-m-xylene EPA 3510C EPA 8082 GIC Batch: 67126 PrepDate: 8/672009 Analyst: BB NO 0.50 A& 1 SM2009 MOO PM NO 1.0 P91L i 817=09 02:00 PM NO 0.50 lig71. 1 817/200902:00 PM NO 0.50 K& 1 8/7/2009 02:00 PM NO 0.50 P91L 1 81712009 02:00 PM NO 0.60 FOIL 1 8171200902:00 PM NO 0.60 Pg/L. 1 8/71200902:00 PM NO 0.50 pgIL 1 817/200902:00 PM NO 0.50 ttglL 1 8/7/200902:00 PM 84.0 29-130 %REC 1 87712009 02700 PM 912 48-126 %REC 1 877/2009 02;00 PM Quu{ifiars: B Aaat detecisd in the asiiteiaCCA Method Blank E Value above quaratitation range H. Holding times fm preparation or analysis exceeded NO Not Detected at the Reporting limit S Spitte7Surrogate outside of limits due to matrix intarfewace Results are wet unless otherwise specified DO Surrogate Diluted out -tdreutred Tee9»mlot- ��L,arbOraroriey 32 ?5 I!'aluut .lrerrue, Sigrur111iCt,. C:A 90355 7`eL 462. 989.4945 Fax., 562.489.1040 46 of 68 Qualifiers: H Analyte detected in the truocluted Method Blank E Value above quantitation range H Holding tunes forprepeation oranalyai€ oxceeded NO Not Detaxed at the Reporting Limit S SpikvSurrogate outside of limits due to matrix inlerlereact Results arc wet unless othawise specified DO Surrogate Diluted Out p tdtaitced 7uhnaiog? Lr7inrrrarier .1275 f0`ahustArense. SignedHitl, CA 90755 7eC: 562, 989.4045 Fax; 562.989.46401 47 of 68 ANALYTICAL RESULTS Advanced Technola Laboratories g:1 Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc, ClientSamptel0: BII-GW Lab Order, 106685 Collection Date: 8/3/2009 12:57:00 PM Project: SCE Newport, 602497.003 Matrix: GROUNDWATER Lab ID: 106685-019C Analyses _. Result PQL Qual Units DF DateAnaly7xd HYDROCARBON CHAIN IDENTIFICATION EPA 351 CC EPA 80156(M) Run1D: GC16 090806F OC Batch: 57067 prepDate:. 81411009 Analyst: CBR T/R Hydrocarbons: C8-CI0 NO 0,20 mg/L 1 8161200907.33 PM T/R Hydrocarbons: C10 -CIS NO 0120 mg/L 1 W2009 VT,33 PM TIRHydrocarbons: C18 -C26 NO 0.20 mg/L 1 M1200997:33PM T1R.Hydrocarbons: C28 -C36 NO 0.20 MOIL 1 8161200907.33 PM TIR Hydrocarbons; G36 -C40 NO 0.20 mgtL 1 816/200907:33 PM T/R Hydrocarbons C8,C40 Total NO 0.20 mgfL 1 8/6/200907:33 PM Sum p-Terphenyl 77,8 35.131 %REC 1 616/2009 07:33 PM Qualifiers: H Analyte detected in the truocluted Method Blank E Value above quantitation range H Holding tunes forprepeation oranalyai€ oxceeded NO Not Detaxed at the Reporting Limit S SpikvSurrogate outside of limits due to matrix inlerlereact Results arc wet unless othawise specified DO Surrogate Diluted Out p tdtaitced 7uhnaiog? Lr7inrrrarier .1275 f0`ahustArense. SignedHitl, CA 90755 7eC: 562, 989.4045 Fax; 562.989.46401 47 of 68 Analyses HYDROCARBON CHAIN IDENTIFICATION LUFT Result PQL Qual Units DF Date Analyzed RuniD; GC16_090806C QC Batch; TtRHydmmrbons: CB-Ci0 T/R Hydrocarbons: C10 -CIS T/R Hydratarbons:. C18 -C28 TIR Hydrocartwns: C2$ -C36 T/R Hydrocarbons: C36 -C40 T/R Hydrocarbons: 08-C40 Total Sum: p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION Run10: OC2_090804D T1R Hydrocarbons: C4 -C12 Sum: Bromofluorobenzene (FID) PCBS BY GC/ECD RunlD: GC5_090806B Aroclor 1016 Aroclor 1221 Arodor 1232 Arodar 1242 Aroclor 1248 Atnctor 1254 Arodor 1260 Amdor 1262 AmcW 1268 Sum Decachiarobiphenyl Sura. Tetrachlom-m-xylene ANALYTICAL RESULTS Advanced TechnologyLaboratories Print Date: 12 CLIENT: Leighton Consulting, Inc. Client Sample ID: 811-2 Lab Order: 106685 Collection Date: 8/3,2009 12:51:00 PM Project: SCE Newport, 602497-003 Matrix: SOIL Lab 1D: 106685-020A mglKg 1 Analyses HYDROCARBON CHAIN IDENTIFICATION LUFT Result PQL Qual Units DF Date Analyzed RuniD; GC16_090806C QC Batch; TtRHydmmrbons: CB-Ci0 T/R Hydrocarbons: C10 -CIS T/R Hydratarbons:. C18 -C28 TIR Hydrocartwns: C2$ -C36 T/R Hydrocarbons: C36 -C40 T/R Hydrocarbons: 08-C40 Total Sum: p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION Run10: OC2_090804D T1R Hydrocarbons: C4 -C12 Sum: Bromofluorobenzene (FID) PCBS BY GC/ECD RunlD: GC5_090806B Aroclor 1016 Aroclor 1221 Arodor 1232 Arodar 1242 Aroclor 1248 Atnctor 1254 Arodor 1260 Amdor 1262 AmcW 1268 Sum Decachiarobiphenyl Sura. Tetrachlom-m-xylene 8/5/2009 Analyst: CBR BIV409 03:16 PM 81612 0 0 9 03:16 PM W6120090316PM "=090316 PM 816/200903;16 PM 8161200903;16 PM 81612009 03:16 PM Analyst: KHN 8/5/200912:06 AM 8151200912;06 AM 81612009 Analyst: BB 8/712009 05:10 AM 81712009 05:.10 AM 8/7/2009 05 10 AM 81712009 05t10AM 8)712009 05:10AM W12009 05:10 AM 81712009 05:10AM 8112009 05:10 AM 8/712009 05:10 AM 81!2009 05:10 AM 8/712009 05:10 AM gvatiaers: B Analyte detectedm the associated Medrod Blank E Value above quantirment rangy H Hotduittimes for pteparationoranalysesexceeded ND Not Detectedat the Reporting Lunit S SpkeiSumogms outside of limits due to matrix Interference Results are wet unless ofiteiwtsc specified DO Surrogate Diluted Out idiartr d 1ex*nata_s u-IaLarrrarres` 3275IiulnutAvenue, SigaalRill, CA 90755 Tel. 562, 989.4045 dirr:5o2.9K4040 48 of 68 EPA 8015B(M) 57087 PrepDate. PrepDate: ND 10 mgft i NO 10 mg/Kg t ND 10 mg/itg 1 ND t0 mglKg 1 NO t0 mg1Kg 1 ND 10 mg/Kg 1 96.7 57-144 %REG 1 8/5/2009 Analyst: CBR BIV409 03:16 PM 81612 0 0 9 03:16 PM W6120090316PM "=090316 PM 816/200903;16 PM 8161200903;16 PM 81612009 03:16 PM Analyst: KHN 8/5/200912:06 AM 8151200912;06 AM 81612009 Analyst: BB 8/712009 05:10 AM 81712009 05:.10 AM 8/7/2009 05 10 AM 81712009 05t10AM 8)712009 05:10AM W12009 05:10 AM 81712009 05:10AM 8112009 05:10 AM 8/712009 05:10 AM 81!2009 05:10 AM 8/712009 05:10 AM gvatiaers: B Analyte detectedm the associated Medrod Blank E Value above quantirment rangy H Hotduittimes for pteparationoranalysesexceeded ND Not Detectedat the Reporting Lunit S SpkeiSumogms outside of limits due to matrix Interference Results are wet unless ofiteiwtsc specified DO Surrogate Diluted Out idiartr d 1ex*nata_s u-IaLarrrarres` 3275IiulnutAvenue, SigaalRill, CA 90755 Tel. 562, 989.4045 dirr:5o2.9K4040 48 of 68 EPA B0150 QC Batch: E09VS246 PrepDate. ND 1.0 mg1K9 1 96.4 59-145 %REG i EPA 35506 EPA 6082 QC Batch: 57129 PrepOatir ND 16 P9/K9 1 NO 33 P09 1 ND 16 WKg 1 ND 16 pg/Kg 1 ND 16 p91Kg 1 ND 16 pg/Kg 1 NO 16 pg/Kg t ND 16 pg/Kg t ND 16 pg/Kg 1 980 30-124 %REC 1 108 40-118 %REC 1 8/5/2009 Analyst: CBR BIV409 03:16 PM 81612 0 0 9 03:16 PM W6120090316PM "=090316 PM 816/200903;16 PM 8161200903;16 PM 81612009 03:16 PM Analyst: KHN 8/5/200912:06 AM 8151200912;06 AM 81612009 Analyst: BB 8/712009 05:10 AM 81712009 05:.10 AM 8/7/2009 05 10 AM 81712009 05t10AM 8)712009 05:10AM W12009 05:10 AM 81712009 05:10AM 8112009 05:10 AM 8/712009 05:10 AM 81!2009 05:10 AM 8/712009 05:10 AM gvatiaers: B Analyte detectedm the associated Medrod Blank E Value above quantirment rangy H Hotduittimes for pteparationoranalysesexceeded ND Not Detectedat the Reporting Lunit S SpkeiSumogms outside of limits due to matrix Interference Results are wet unless ofiteiwtsc specified DO Surrogate Diluted Out idiartr d 1ex*nata_s u-IaLarrrarres` 3275IiulnutAvenue, SigaalRill, CA 90755 Tel. 562, 989.4045 dirr:5o2.9K4040 48 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print nate: 12-Aug-09..-....:.,� CLIENT: Leighton Consulting, Inc. Client Sample ID, BI i-5 Lab Order: 106685 Collection Date: 8/3/2009 12:56.00 PM Project: SCE Newport, 602497.003 Matrix: SOIL Lab ID: 106685-021A Analyses Result PQL Qual Units DF Date =Analyzed HYDROCARBON CHAIN IDENTIFICATION LIFT EPA 8015B(M) RunlD; G016_090806C OC Batch: 570$7 T/R Hydrocarbons: C8 -G10 TIR. Hydrocarbons: G1 0-C1 B TA Hydrocatirons 018-C28 VRHydrocarbons C28 -C86 TIR Hydrocarbons: C36 -C40 T/R Hydroearbans C84t' Total Suri p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION RunlDs GC2 090804B T/R Hydrocarbons.. C4C12 Sum Bromoiluorobenzene (FID) PCBS BY GClECD RuniD: GC5_090806B Aroclor 1016 Arodor 1221 Arodor 1232 Arodor 1242 Arocior 1248 Arodor 1254 Arodor 1260 Arador 1262 Arodor 1268 Surr, Decachioroblphenyl Sura: Tetrdcnioro-m-xyierie prspDate: ND 10 mgtKg 9 ND to mg/Kg 1 NO 10 mg1Kg 1 ND 10 mglKg 1 NO 10 mg/Kg 1 ND t0 mg/Kg 1 101 67-144 %REC i EPA 8015E QC Batch: E09VS246 PrepDate: NO 1.0 mg/Kg 92.9 59.145 ^/oREC EPA 35508 EPA 8082 QC Batchc 57129 PrepDate:. NO 16 p91K9 I NO 33 PWK9 1 NO 16 p91K9 1 NO 16 tdKil 1 NO 16 909 1 NO 16 RglK9 t NO 16 p9/Kg 1 NO 16 pg/Kg 1 NO 16 pg1Kg 1 96.3 30-124 %REC 1 106 40-116 %REC 1 81512009 Analyst; CBR 8/6/2009 03:27 PM 8(612009 03:27 PM 8/$12009 03:27 PM 8/612009 03:27 PM 862009 03:27 PM 8/6/2009 03:27 PM 8/6/2009 03:27 PM Analyst KHN 815/200912:24 AM 815/200912:21 AM 8/612009 Analyst:. BB 81712009 05'39 AM 8/7/2009 05`39 AM 8/772009 05:39 AM 8/712009 05:39 AM 8/7/2009 05:39 AM 8!7/2009 05:39 AM 8!7/2009 05:39 AM 817120 0 9 0 5:39 AM $1712009 05:39 AM 8=009 05;39 AM 817/2009 05:39 AM Qualifiers: B Anatym detected m the associated Method Blank �E�Value above quantitation rang..-�,.-µ H Holding limn tlupreparatum or analysis exceeded NO Not Detected at the Reporting Unit S Spike'Surrognte outside of Imuts due: to matrix interference Results am wet unless nthrnvise specified. DO Sufrogatc Diluted Out 1dtarnred fechiralrgr C„ulzvrrrtoucs -�. 33^"5 H ahud Avcnue, Sutra,'Hill, (-4 907.55 Tel: 342. 989,4045 I'ar; 542:989.4040 49 of 68 M c �6 Cf fS b vn of 'Y z z z z z z O z z l, Z Z Z Z Z Z Z Z Z q yd'p r � a E o _o u cri m N N b V' eOepp N l0 � L� -rX N cO'i M m cn v °na mm ti n nm m96 w e e � w •{. ' t0 TG Y N a P a o fa rti >�eu' e go �a m 9 v a 'cu c a � c a a m � 8 O Nyy N m ~ n w m 4 Z h m 3 m c a 3 'm o 8 aVgti ,% z z z z z z O z z l, Z Z Z Z Z Z Z Z Z q yd'p r � a E o _o u cri m N N b V' eOepp N l0 � L� -rX N cO'i M m cn v °na mm ti n nm m96 0 e e moo, w •{. ' t0 G u C o C 6 C) a P a o fa rti >�eu' e go �a m 9 v a 'cu c a � c a a m � 8 O 0 e e moo, w •{. 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P vt Bit 5 Its al gg�� y +� *" � -i �. %� 5`"•b's's ' a.-� ...E # : t �tlt £!"` *.. F j x i a.� `'i Y Yx3 x.,,> .ay fl• in g #� w_a 3i 3 3 t iqq4 x4 S }} 5 Al "Vow : 04 >k 4Qv. G4 f•s�[� � � t �yS. �.Y�' aC-�c�i .a O i i k 4 O Q, n U� ro E�¢v c i.3 4 O.. ¢` tiR :2 5 A. N •• f� Lam 9 Page t of I Rachelle Arada From: Meredith Church (mchurch ,leightongroup.comJ Sent; Tuesday, August 04, 200911:47 AM To: Rachelle Arada Subject+ PN Hi Rachefie, We submitted samples for a project yesterday, the PN was fisted as 602587-002. The PN should be 602597-003, please list this number on the invoice. Also, we're had problems receiving some of the invoices within 30 days of the work, Could you please check with whoever serol the invoices In your office and let them we know that we need the invoices either mailed or emailed to our accounting department within in 30 days of the work. Thanks!! Meredith Church, PG Project Geologist t EIGHTON Solutions. Von Can Rudd On 1`791 Cestan lrvirm. CA 02614 (¢); O) 68€-420S (Dim 0 (".A')) 293-2519(Cell} (90) 477.4,40 (C3°iice.) (90) 1„50-1 114 (F=ax) /4/2009 Page k of t Rochelle Arada From; Meredith Church fmchurch@leightongroup.comj Sent: Tuesday, August 11, 2409 6:35 PM To: Rochelle Arada Subject: additional analysis Hi Rochelle, For the Newport Beach Project (submitted on 813), we need some additional analysis. In addition, i made a typo on the project number, it should be 602497-403 (not 602597). Please Analyze 66-71or (we don't need TPHg, G10 on up will be line for all these requests) 67,5' for Svocs 87-7` for PCBs and TPH-cc B12-2' for PCBs and TPH-cc 612-6' for PCBs and TPH-cc I will probably be out of the office tomorrow, so if you have any questions, please call me on my cell phone. Thanks! Meredith Church, PG Project Geologist tiolurlans You C'm 11"O t Oil 17791 Cowan irvinc, CA 92614 t4:1t)} 691.4208 tVir"O (44111 91.2514 (Cell) (944) 477.4040 (C;)11 ice) (949) 250-1114 (1 rex) 81127009 August I & 2009 Meredith Church Leighton Consulting, Inc. 17781 Cowan Street lrvine, CA 92614 TEL: (949)561-4208 FAX (,949)757-7230 RE: SCE Newport, 502497-003 Attention: Meredith Church ted`` a r•�, u « -z ELAP No.: 1838 NCI.AP No.:02107CA NEVADA.: CA -441 CSDLAC No.; 10196 Workorde:r No.: 105685 Enclosed are the results for sample(s) received on August 03, 2009 by Advanced Technology Laboratories . The sample(s) arc tested for the Parameters as indicated in the enclosed chain of custody in accordance with the applicable laboratory certifications. This is an addendum report. Please incorporate with documentation previously submitted. Thank you for the opportunity to se ice the needs of your company. Please feel fres to call nee. at (552)989-4045 if 1 can be of further assistance to your company.. Sincerely. `Y" Eddie F. R drigucz Laboratory Director The ccotcr trt(crix an imgial pan of this atralvTieal rcTort. Tht� s ,'aK,ratary Report cannot tv tr#a oduccd in part or in tse entirety M ithout wrtu'll pernunsion from Oit nlievnt and Adtxicrd I c:7hnolory 1, ahoratom' I'd, am ed!"t f P 'tlt�) I.} blC "A5 OS" ..$fi4) 1of19 Qualifkm:. B,.. Analyte detected to the associated. Method Bleak E Value above quantitation range H [1016ag titres for preparation or analysis exceeded ND Not Detux.°t€d at the Reporting Umit S Spike/Surrogme outside of timica due to matrix inualerence Results are suet unless othunvise apedificd DO Surrogate Diluted Out tdtanced ter Hack i t nlwr°tranrs...�,T. 33?5 YY'alttarf olv�rnzr0 Signal Bill, C.4 96,'55 Tx1:.562. 989.4045 Peens 562.939:add 11) 2of19 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 18 -Aug -09 CLIENT: Leighton Consulting, Inc. Ciient Sample lD. D6-7 Lab Order: 106685 Collection Date: 8/3/2009 9:55:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-004A Analyses Result PQL Qual Units DF Date Analyzed�� HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunID: GC16 090817C QC Batch: 57378 PrepDate, 8/1712009 Analyst; CBR T1R Hydrocarbons: CB -010 ND 10 mg/Kg 1 811712009 04',00 PM TYRHydrocarbons:C10-C18 ND 10 mg'Kg 1 Bi17/20090400PM T/R Hydrocarbon: C18 -C28 ND 10 mg1Kg 1 8117/2009.04:00 PM TPR Hydrocarbon: C2&r,36 NO 10 mg/Kg 1 8/17/200904:00 PM T1R Hydrocarbons. C36-040 ND 10 mg/Kg 1 8/17/200904.00PM T/R Hydrocarbons: CS -C40 Total NO 10 mg/Kg 1 8/17/200944:00 PM Sort: p-Terphenyl 118 57-144 %REC 1 8117}200904:00 PM Qualifkm:. B,.. Analyte detected to the associated. Method Bleak E Value above quantitation range H [1016ag titres for preparation or analysis exceeded ND Not Detux.°t€d at the Reporting Umit S Spike/Surrogme outside of timica due to matrix inualerence Results are suet unless othunvise apedificd DO Surrogate Diluted Out tdtanced ter Hack i t nlwr°tranrs...�,T. 33?5 YY'alttarf olv�rnzr0 Signal Bill, C.4 96,'55 Tx1:.562. 989.4045 Peens 562.939:add 11) 2of19 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 18 -Aug -09 CLIE'W: Leighton Consulting, Inc Client Sample iD: B7-5 Lab Order: 106685 Collection Date: 8/312009 10:48:00 AM Project: SCI~ Newport, 602497-003 Lab TD: 106685-007A Matrix: SOIL Analyses Result PQL Quad units DP Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 35508 EPA 8270C RuniD: MS6_090812D OC Batch: 57271 PrepDate: 811212009 Analyst DMP 12;4-TndUorobenzene NO 330 ug1K9 1 SM41200906,56 PM 12-01chiorober"ne NO 330 ug/Kg 1 8/14/200906'56 PM 1„30chiombenzene NO 330 p9/K9 1 8114/200906:58 PM 1„40chtoroberzene NO 330 Pg/Kg 1 8114/2009 06:56 PM 2,4,5-Ttichlorophertol NO 330 pglKg 1 6114120090658 PM 2,46Trichioropherwl NO 330 Pg/Kg 1 8/141200906.56PM 2;4Dichlorophenol NO 1600 pg/K9 1 81141280906:56 PM 2,4 -Dimethylphenol NO 330 gg/Kg 1 8/141200906:56 PM 2;4-Dinitrophenol NO 1600 pgtKg 1 81141200906:56PM 2,4-Dmitrotoluene NO 330 pg/Kg 1 8114/200906:56 PM 2,6-0initrotoluene NO 330 pg/Kg 1 8/141200906,56 PM 2-Cftronaphthelene NO 330 pg/Kg 1 8114/200908`58 PM 2-Chbrophenol NO 330 pg/Kg 1 Sr14/200906.56 PM 2-Methyinaphthatene NO 330 pg/Kg 1 8/1412009 0856 PM 2-Methylphenot NO 330 PwKg 1 8114/200908:56 PM 2-Nitroandine NO 1600 pg/Kg 1 8114/200908:56 PM 2-Nitrophenal NO .330 Pg1Kg 1 8/14/2009 06.56 PM 3,TDicNorobenzidins NO e50 pg1Kg 1 8/14/2009 06:66 PM 3-Nitmanifine NO 1600 pg/Kg 1 8/1412009 06:56 PM 4,6-Dinitm-2-methylphenoi NO 1600 P00 1 81141200906:56 PM 4-Bromophenyl-phenytether NO 330 pglKg 1 8/141200906:56 PM 4-Ghbro-3-methylphenol NO 660 pg/Kg 1 81141200908:56 PM 4-ChloroargU e, NO 660 pg/Kg 1 8/1412009 06:56 PM 4-Chlorophenyl-phenylether NO 330 pg/Kg 1 8114/200906:56 PM 4-Methylphenot NO 330 pg/Kg 1 811412009 06:56 PM "itroantine NO 1600 pg/K9 1 8114/200906:56PM 4-Nitrophenot NO 1600 pgft 1 8114!200906:66 PM Acenaphthene NO 330 pg/Kg 1 8/14/200906:56 PM Acenaphthytene NO 330 pglKg 1 81141200906:56 PM Anthracene NO 330 pot; 1 81141200906.56 PM Benzidine IM) NO 1600 pg/Kg 1 8114/200906:56 PM Benzo(a)snthracene 440 330 pgft 1 8/14/200906:56 PM Banzo(a)pyrene NO 330 pgft 1 81141200906:56 PM Benzo(b)9umanthene NO 330 pg/Kg 1 8/14/200906:56 PM Benzo(g,h,i)peryaene NO 330 pg/Kg 1 8/141200906'56PM Qua{l9trs; B Analyte detected in the associated Method Blank F: Value above quantitation range H Holding times forpreparation or analysis exceeded ND Not Detected at the Reporting Limit S Spikee,Sutxogate outside of limits due to matrix interference Results are wet uniessotherwise spavined DD Surogate Diluted Out 16 aneed Rwhnatng r ZaUorrrmres� .33717iulwitArenue, Signal Hill, CA 90755 Tel: 562.9824045 Tax, 562,989,4040 3of19 Analyses Result PQL Qual Units OF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC1MS ANALYTICAL RESULTS Advanced Technology Laboratories Print nate: 18 -gars -09 CLIF,NT- Leighton Consulting, Inc CHentSamplel): B7-5 wr Lab Order: 106685 Collection Date: 8/3/2009 10:48:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-007A pg/Kg Analyses Result PQL Qual Units OF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC1MS EPA 35508 EPA 82700 RunID: MS6_000812D OC Batch: 57271 PrepOate: 8/12/2009 Analyst: DMP Senzo(k)@uoranthene NO 330 pg/Kg 1 81141100906:56 PM Benzoic acid ND 1600 pg/Kg 1 8114/200906:66 PM Benzyt alcohol ND 660 pg/Kg 1 8114/200906:58 PM Bis(2-dllorcethoxy)methane ND 330 pglKg 1 81141200908:56 PM 8is(2-chloroathyl)ether NO 330 pg/Kg 1 8/14/20090856PM Sis(2•chlcroisopropyi)ether NO 330 pgh(g 1 81141200906°56 PM Bis(2-ethylhexy4)phthalats NO 330 pgtKg 1 8/141200906.'66PM Butylbenzyiphthalate NO 330 pWKg t W14/2009 06;66 PM Chrysene 430 330 t19 K9 1 &+14/2009 06.58 PM DI-n•butylphthalate NO :330 pg/Kg 1 8114/200906:56 PM Di-n-octylphthalate NO 330 pglKg 1 Bi14/200906:66 PM Dibenz(a,h)anthracene NO 330 pg/Kg 1 8114/200906756 PM Dibemoluran ND 330 pg/Kg 1 81141200906:56 PM Diethylphthalate NO 330 pg/Kg 1 :8114200906:56 PM D'lmelhyiphthalate NO 330 pgft 1 8114!200908:58 PM Fluoraltthene 470 330 pglKg 1 8/14200906:56 PM Fiuorene ND 330 pgft 1 8/14/200906:56 PM Hexachlorobenzene ND 330 pg/Kg 1 8/1412009 A656 PM Hexachlorobatadiene ND 660 pg/Kg 1 8/1412009 06:56 PM Hexachlorocyclopentadiene ND 660 pg1Kg 1 8/14/200906.56 PM Hexadhioroethane NO 330 pgtKg 1 8/14/2009 0656 PM imleno(1,2,3-cd)pyrene NO 330 Poll 1 8114/200906:56 PM isophomne NO 330 pg/Kg 1 8/1411009 06:56 PM N -Nitros s i-n-propytamine ND 330 pglKg 1 8114/2009 06:56 PM N-Nimosadiphenylamine, NO 330 pgtKg 1 8114/2009 06:56 PM Naphthalene NO 330 pg/Kg 1 81141200906:56 PM Nitrobenzene ND 330 p91Kg 1 8/14/2009 06:56 PM Pentachlorophenol NO 16DO pg/Kil 1 8114/200906:56 PM Phenanthreno 460 330 pg/Kg 1 8/14/2009 06:56 PM Phenol NO 330 tWK9 1 8/142009 06:56 PM Pyrene 760 330 pg/Kg 1 811420D90656 PM Surr 1,2 -Dichlorobenzene -d4 64.6 49-103 %REG 1 8/142009 D&M PM Sum, ,:2,4,6 Tribromophenoi 51.7 47-129 %REC 1 8/142009 06S6 PM Sum.2-Chiorophenol-d4 69.7 54109 %REC 1 8/14/200906'56 PM Sum. 2-Fluorobiphenyl 762 59-108 %REC 1 8/14/2009 06:56 PM Qualifiers: B Amalyte detected in the associated Method Blank E Value anew quamnauon range H Holding timer for preparation or analysis exceeded NO Nat Deioeted m the Reporung Lunn S Spike/Surrogam outside of limits due to matrix interference Results amwet note" otherwise npecitied DO Surrogate Diluted Out kdrs+rrecrf f'rcLr�nfn,�r f aG+,rsluncs 3275 Waflurt Arelure, S41rl d !fill, E,1 907,55 Ted. 5G2_ J89. l04$ Fax: 562.989.4040 4of19 QualtSena S Acolyte detected in the an"ueasted Method Btank -� li Value above quaudation range H Holding tunes for timparatton or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to =nix interference Resub are wet under otherwise specified DO Stumgate Diluted Out tris rnr<tllcihuulny,+ /ahurylarlcs t27i tYalrantAuertuc, S'%pen1 Hill, C.i 9£07.15 Tek 56.. 4394043 Farr: 562989.4040 5of19 ANALYTICAL RESULTS Advanced TechnoIa Laboratories �' Print Date: 78 -Aug -09 CLIENT, Leighton Consulting, Inc. Client Sample 1D. B7-5 Lab Order: 106685 Collection Date: 8/312009 10:48:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-007A -_. _._.... ._---- Analyses Result _- ...... PQL Quad Units DP Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 35508 EPA 82700 RunlD: MS6 090612D CSC Batch: 57271 PrepDaW 8/12/2009 Analyst: DMP Surr 2-Fluomphenol 67:3 50-111 %REG 1 87141200006:56 PM Sum44erp1henyl-d14 83:6 58-135 %REG 1 81141200906:56 PM Surra: Nitrobenzene -d5 80.:1 $4115 %REC 1 811412009 06'56 PM Sura Phenol -6 71.6 58112 %REG 1 $£141200906:58 PM QualtSena S Acolyte detected in the an"ueasted Method Btank -� li Value above quaudation range H Holding tunes for timparatton or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to =nix interference Resub are wet under otherwise specified DO Stumgate Diluted Out tris rnr<tllcihuulny,+ /ahurylarlcs t27i tYalrantAuertuc, S'%pen1 Hill, C.i 9£07.15 Tek 56.. 4394043 Farr: 562989.4040 5of19 Advanced Terilnolo Laboratories AI�AnYI'I ug-09 RESULTS �' Print Mata: Ifi�_4t-09 CLIVNi : Leigjaon Consulting, Inc � Client Sample I0. 117-7 Lab order. 106685 Collection !late: 8,.:y1'2009 10.51:00 AM Project: SCI: Newport, 602447-003 4 atrial $OR, Lab IO: 106695-OOSA Anahses Result PQL Qual 1lnits OF Date Anaiy it HYDROCARBON CHAIN IDENTIFICATION LUFT LPA 8015B(M) RunlD CC18,,090616A T/R Hydrocarbons:'. CN -Ci 0 T/R Hydrocarbons C10 -C18 TIR Hydrocarbons: 018-C28 TIR Hydrocartow C28 -C36 TIR Hydrocarbons; C36 -C40 FIR Hydrocarbons: 08-040 Tota! Swr: p-TeMhonyi PCSS BY GCIECD RunlD:: GC4, 09o814A Arocicr 1018 Alodor 1221 Amcor 1232 Aroctor 1242 Arodor 1248 ArWO(1254 ArocW 1260 Aroctor 1262 Aroclor 1268 Surr. Decachloroblphenyl Sun: Totrschloro,tn-xylan OC Batch; 57376 PropDaty NO to mg7Kg 1 NO t0 mg•4tg 1 NO 10 Mona 1 ND 10 M91KQ 1 NO 10 MoNg 1 NO to mgr"ttg 1 119 57-144 %RFC 1 EPA 35508 EPA 8882 QC Batch:. $7365 pr"Dow ND 113 pgft 1 ND 33 pgtKg 1 NO t8 pg1Kg 1 36 18 PWK9 1 NO 16 WKg 1 NO 16 pglK4 I NO t8 WKg 1 NO 16 Pg1K9 1 NO 16 pg7Kg t 82.0 30.124 °/aREC 1 87.8 40-118 %REC 1 8il4/2009 Analyst: CBR 811612009 01:59 PM 811812009 01'59 PM 8/16/2009 0139 PM 8/1611009 01.59 PM 8118t<00901,59 PM 8t16P2009 01:59 PM 8?161200901:�59.PM 8114,2009 Analyst: BB W14MOD9 0724 PM &14120090724 PM 8114120090724PM 8114QM07.24 PM 8114120090724PM 8714!200907:24 PM &14M100g 07;24 PM &1412009 07..24 PM &1472009 0724 PM 671412009 07124 PM 8/1412009 O 7 24 PM Qualifier$: 8 Anatyre dxaea;a d m the assczoded Medwd it" 1 Value atone gwanattation Mgt 11 Holdingtinm5 fiarpnyaaratian asnatysisexccedcal NO Nis Dvsxatedatthe Repurt[ug Limit $ SlAoSurnvfate mAgide of Urni s due to moans mtariaatmce Rm,16 are wet unless othemise &Ncified DO swixgate Diluted Out .tdrimced hwhtiolgAi POA l.nLnratantet ,. i,731tidwkl'Areque, SP;cnallid v`4 90.755 hr sh., 9894045 rave 562,989.4#411 6of19 Analyses HYDROCARBON CHAIN IDENTIFICATION LUFF RunID; GC16 090816A T1R. Hydmcarbons: C8 -C10 TIR. Hydrocarbons: C10 -C18 TIR Hydrocarbons. Ci&C28 TIRHydrocarbonsi C28 -C36 TIP. Hydrocarbons: C36•040 T/R Hydrocarbons. C&040 Total Burt:. p-Terphenyl PCBS BY GGIECD RunlO; GC4 090814A Amdor 1016 Arodor 1221 Arodor1232 Aroctor 1242. Arpdor 1243 Arocior 1254 Arocior 1260. Arodor 1262 Aroclor 1268 Sum Decachlorobiphenyl Surr, Tebachloro-m-xylene Result PQL Qual Units DF Date Analy7xd QC Batch: EPA 35508 16 ANALYTICAL RESULTS Advanced Technology Laboratories Print Dater 18 -Aug -09 CLIE 1: � Leighton Cons llting, Inc. � Client SamplelD: B12-2 Lab Order: 106685 Collection Date: $1312009 1.29:00 PM Project: SCE Newport; 602497-003 Matrix. SOIL Lab ID: 106685-023A mg/Kg 1 Analyses HYDROCARBON CHAIN IDENTIFICATION LUFF RunID; GC16 090816A T1R. Hydmcarbons: C8 -C10 TIR. Hydrocarbons: C10 -C18 TIR Hydrocarbons. Ci&C28 TIRHydrocarbonsi C28 -C36 TIP. Hydrocarbons: C36•040 T/R Hydrocarbons. C&040 Total Burt:. p-Terphenyl PCBS BY GGIECD RunlO; GC4 090814A Amdor 1016 Arodor 1221 Arodor1232 Aroctor 1242. Arpdor 1243 Arocior 1254 Arocior 1260. Arodor 1262 Aroclor 1268 Sum Decachlorobiphenyl Surr, Tebachloro-m-xylene Result PQL Qual Units DF Date Analy7xd QC Batch: EPA 35508 OC Batch: 57365 EPA 6082 PrepData. ND 16 EPA 8015E(M) 57376 33 PrepDate. NO t0 mg/Kg 1 ND 10 mglKg 1 NO 10 mg1K9 1 ND 10 mg/Kg 1 ND 10 mg/Kg 1 NO 10 mglKg 1 118 57-144 %REC 1 OC Batch: 57365 EPA 6082 PrepData. ND 16 p91Kg i ND 33 p91K9 1 ND 16 6r9/K9 1 28 16 pg1Kg 1 ND 16 pgNo 1 NO 16 pg/Kg 1 ND 16 p91Kg 1 ND 16 pgft 1 NO 16 pg/Kg 1 74.1 30-124 %REC 1 81.8 40-118 %REC 1 8114/2009 Analyst: CBR 8/16/2009 0424 PM 811 612 00 9 0424 PM 8116=9 04.24 PM 8/1612009 04:24 PM 8/1612009 04:24 PM 8/16/2009 04:24 PM 811612009 0 4 2 4 PM 8114/2009 Analyst. OB 81102009 07:54 PM 8/1412009 07:54 PM 8/14/2009 07:64 PM 8/14/2009 07:54 PM 811 4/20 09 07.54. PM 811412009 07:54. PM 8/1412009 07.64 PM SIM0090754 PM 811412009 0 7.54 PM 811 4=09 07:54 PM 8/1412009 07:54 PM Qualifiers- B .Analyte detected m the assooiated Method Blank E Value above quanumrion range K Holding times for pwparationornetlysis exuded ND Not Detected at the Reporting Limit S Spike/Surnogarc outsuie of limits due to matrix mterfettwe Results are wet unless odrenvise specified DO Surrogate Diluted Out trirnnCr d 7r.t/rnningr -,l slaurrxorms ... _ 3: 75 SLd nut Aveane, Sfgnal Hill, CA 90755 Tel: 562. 989.4045 Ir V: 562.9g4 4040 7oi19 Qualifiers: B Analyte detecMt in the associated Method Blank E Value above yuamnanon range Ii holding times for preparation or analysis exceeded NO Not OnectedsttheReporting Lunit S Spike Stmvgate, outside ofiunits due W manix interference Pwsults axe wet unto otherwise spcei58d DO Surrogate Diluted Qat 1diwucerl 7echmolrrwr AO LaGornrvrrc. � - 3279 IFulnuf Avenue, Sigma/ hill, C,4 90753 Tel: 562. 489.1045 Eae: 561989,4040 8of19 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 18 -Aug -09 CUENT: Leighton Consulting, Inc � Client Samplel[D: 812-6 Lab Order: 106685 Collection Date: &1/2009 1;32:00 PM Project: SCF: Newport, 602497-003 Matrix: SOIL Lab ED: 106685-024A Analyses Result PQL Qual Unita �.W-�.. DP Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RundD: GC16 ,990816A QC Batch: 57376 PrepDate:. 8/14/2009 Analyst: CBR TIR Hydrocafbata: CS -C10 NO 10 mg7Kg 1 8(16/200902:06 PM T/R Hydrocarbons: C10 -C18 NO 10 mg/Kg 1 8116/200902:08PM TIR Hydrocarbons. C18 -C28 NO 10 mg1Kg 1 81161200902.08 PM T/R Hydrocarbons. C28 -C36 ND 10 mg/Kg 1 8116/200902:(18 PM TIR Hydrocarbons: 036-G40 ND 10 mg1Kg 1 8116}200902`08 PM T/R Hydrocarbons. C8 -C40 Total NO 10 mg/Kg 1 81612009 D2:08 PM Surrrp-Terphenyl Ila 57-144 '%REC 1 8/161200902:08 PM PCSS BY GC/ECD EPA 35506 EPA 8082 RuniD: GC4_090814A QC Baictr 57365 PmpDate: 8/1412009 Analyst' BB Aroclor1016 NO 16 pg/Kg 1 8/141200908:24PM Arodor1221 ND 33 pglKg 1 81141200908:24 PM Aroclor 1232 ND 16 pg/Kg I 8114/20090824PM Aroctor 1242. NO 16 pg/Kg 1 81141200908 x24 PM Aroctor 1248 ND 16 pg/K9 1 8/141200908:24 PM Aroclor 1264 ND 16 pg/Kg 1 811412009 08:24 PM Aroclor 1260 NO 16 pg/Kg 1. 81147200908:24 PM Amclor 1262 NO 16 pg/Kg 1 &14/2009 08:24 PM Amclor 1268 NO 16 pg/Kg 1 8114/2009 0824 PM Sun: Decachiorobiphenyl 82.1 30-124 %REG. 1 8/14120090824 PM Sum Tetrachioro-m-xylene 86,0 40-118 %aREC 1 8114/200908:24 PM Qualifiers: B Analyte detecMt in the associated Method Blank E Value above yuamnanon range Ii holding times for preparation or analysis exceeded NO Not OnectedsttheReporting Lunit S Spike Stmvgate, outside ofiunits due W manix interference Pwsults axe wet unto otherwise spcei58d DO Surrogate Diluted Qat 1diwucerl 7echmolrrwr AO LaGornrvrrc. � - 3279 IFulnuf Avenue, Sigma/ hill, C,4 90753 Tel: 562. 489.1045 Eae: 561989,4040 8of19 N a 8 0 m N rn O N 0 O � P � 0 tl r- 0 ®" m m m m O N r-� O O P O 0 0 Q ro €Ts e t� n M d tm- a r v c P- 4t+ � 9 C w ` rw P 4 0 t a =o H 4 Y � y V � R m m m v ¢ z � N e k Q €Ts e t� n M d tm- a r v c P- 4t+ � 9 C w ` rw J � a t a =o H 9 Y � y V � R m m v ¢ z � e k Q 9 q7 63 c o a0z� "i C d N C m vni O N 0 o T 0 VN V uNi unf 0 p d 0 � tQr W O m 0 0 of N m O N 0 C T 0 0 i? 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Wl ICJ V N t0 Yi 'C V CF1 .- m o M m C oCryry N a nMCO> .- ^ m ar SWN.� m M1 O A� M W ON) OF W A N C) CO 0 0 0 0 0 0 0 0 0 0 0 tM�! l�F M Cf M CMf � Mj M M M CM7 tMA M M M M M 16 f0 M M o M M F C FCpp h O o 6 Ma MO g p N gi 0� [MCF M [QpCp m mO O O N o �yyy N M CO p hp N 6 uF} S�OO O h N N M N N N N M M N N N M N 0 0 m c m ap E c m Q 3 o aci E v e�p ip ¢ D L U Q Q h t 0 0 C4 N C Z r o C C a a m t ca s Ls zZ��N', n } .¢ U U z a A <a`�za as =M G M I Z. O j W c�+ � � e C O Yr. � � D a avr C O ry T� a 7 c z 0 s a L 0 0 0 0 0 0 0 0 0 0 Q � M Vel N LLm'1 YptJ W mm mem. x N w r^` - J A C L c C m d W .e a k U O t G O a ni 0 7 0 s M V o o a n o a a a Mh zzzzzzzzm� W K 9s � x E L � ga m c t me n ,c R rc r � n > [�a R U m W x T T^ �• T T a a VJ M1M1 h h. M NW} d h M1. 1•- N S d c pq� d fA Q ^_ � %hb.(CCV sGsyy W K 9s � x E L � ga m c t me n ,c R rc r � n > [�a R U m W x � q G � m a a VJ M1M1 h h. M NW} d h M1. 1•- d c pq� W K � � x E L � ga m c t me n ,c R rc r � [�a R U m W x � q G � m a W K � � x E L � ga m c t me n ,c R rc r � [�a R U m W x � q G 0 a M U d W K � x E u st n me n ,c R rc r � x � q G a .-baa r N w a z•: m rd n o c° o C L r+ 5 T ix .x r e, O l c E e, ro � N R � M t C pyo F T 0 ! G �*3 7 � Page I of 1 Rachelle Aracla From: Meredith Church [mchurch@leightongroup.comj Sent: Tuesday, August 11, 2009 8:36 PM To: Rachelle Arada Subjeot: additional analysis Hi Racheile, For the Newport Beach Project (submitted on 813), we need some additional analysis. In addition, t made a typo on the project slumber, it should be 602497-003 (not 602597). Please Analyze BB -7' for TPH-cc (we don't need TPHg, C10 on up will be fine for all these requests) B7-5 for SVOCs B7-7' for PCBs and TPH-cc B12-2' for PCBs and TPH-cc 812-6 for PCBs and TPH-cc I will probably be out of the office tomorrow, so if you have any questions,. #Tease call me on my cell phone. Thanks! Meredith Church, P Project Geologist LE IGHTON Solutions You Can Build On M81 covao hN hvn CA Q614 (1444) 293-2519 Wvlii t949) 4",{4040 (Office) (4,M 150-1114 (Fat) 8 112/2009 August 26, 2009 Meredith Church Leighton Consulting, Inc. 17781 Cowan Street lrvine„ CA 92614 TEL: (5149) 681-4208 FAX (949)'157-7230 RE: SCE Newport, 602497-003 Attention. Meredith Church ELAN No.: 1838 NELAP No.:02107CA NEVADA, -CA -401 CSDLAC No.:10196 Workorder No.: 100685 Enclosed are the results for sample(s) received on August 03, 2009 by Advanced Technology Laboratories The sample(s) are tested for the parameters as indicated in the enclosed chain of custody in accordanec with the applicable laboratory certifications: This is an addendum report, Please incorporate with documentation pret ioudy submitted. Thank you for the opportunity to scrviec the needs of your company,. Please fetal fice to call me at (5621989-4045 if 1 can be of finihcr assistance ata your company. Sincerely, Eddie F. Rodriguez Laboratory Director Pic eezrrlcuct vv in inteprsi pan ,°ri this anal}vcaf rgwrt_'1'his t abcratary Repro e anwf ht rgnmiueed in pan or itl is, enures% tstth,sut sm ucn t.vnsaiuwi n fwm the ctlirnt and Advanced Itzh stele% I aboraiNic u. ,A a t a T^t a4reP+3r { i i a'+ =35'f 4"'_ Q•i9 <t3 i0 a�w. Ja�nN+'+itcrr tr. .�•':i 4is, t=rN.w«°ur, S.F,vt Jdr.v. 1 of 6 Advanced Technoloev Laboratories nate; 26 -Aug -09 CLIENT: Leighton Consulting, Inc, Project. SCE Newport, 602497-003 CASE NARRATIVE Lab Order! 106685 Analytical Comments for EPA 8082 Samples 106685-026A and 106685-027A were analyzed beyond hold time. Page I of ltli anced Iivfivala^f twfiarrtor+rs' 3.75 ii'ahint Avenue, Signal Hill, CA 90755 Trl. 562 989.4075 Azv 562.9$9.4040 2of6 Advanced TechnologyLaboratories ANALYTICAL RESULTS Print Date. 26.4ug-09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B13-2 Lab Order: 106685 Collection Date: 813/2009 2;12,00 PM Project: SCF Newport, 602497-003 Matrix: SOIL Lab M: 106685-026A Analyses PCBS BY GCIECD RunlD: GC6_090821A Aroclor 1016 Aroclor 1221 Arodor 1232 Arocior 1242 Arodor 1248 Arodor 1254 Arodor 1260 Arodor 1262 Arodor 1268 Sura Decachloroblphenyl Surr;: Tetrachloro-m-xylene Result PQL Qual Units DP Date Analyzed EPA 3550B EPA 8082 QC Batch:. $7576 Prepoate: NO 16 H pg/Kg 1 No 33 H pg/K9 i NO 16 H p9/K9 1 No 16 H pgft 1 NO 16 H pg/K9 1 NO 16 H tig/K9 1 NO 16 H pGVK9 1 NO 16 H pgtK9 1 No 16 H pgft 1 93.$ 30424 H %REG 1 98,3 40-118 H %REG 1 8121/2009 Analyst: BB 8124/2099 04A4 AM $12412009 04:44 AM 812412009 04:44 AM 8/24/2009 04:44 AM 8/2412009 04:44 AM 812412009 04:44 AM $12412009 04:44 AM W2412009 0444 AM 6!24/2009 04'44 AM 812412009 0444 AM $124/2009 04:44 AM Qualifiers: B Analyte detected in the associated Method Blank L Value above quanination range H Belding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike?Surrogate outside oflini is due to matrix munforencr. ResulLa are wet unless otherwise upeci6cd DO swrogete Dilutedout Idnaicer/ 1e<hmoingr L rbara/arras 5275 Watnrti lvenue, ;Signal Hill, CA 90755 Tel: 56.1 %Y9.4045 1,ax.:542.989.4040 3of6 ANALYTICAL RESULTS Advanced Technology Laboratories Print nate: 26 -Aug -09 CLIENT 17., Leighton C onwItin , Inc. Client Sam ft � Pte ID A13-$ Lab Order: 10605 Collection Date: 81,12009 1:16:00 PM Project. SCE, Newport, 602497-003 141atriv SOIL Lab In, 1085-027A Analyses Result PQL Qual Units DF DateAnakwed PCBS BY GCIECD QuaflCrrn: 6 Analyte detreted in die awsta rated Mcftd Blank F t'ahx abavc quauutntwu range 11 HoS mf tim, k4 ra lmratima er anahsis cxce &l lv't7 Ynt Dotocled ut Wr Rrpnrelns f.+init S *Wkr ,trt'ovx oU14 3e of Emits xfsx is m r1,, to"fi vow t2rsulu aro w•eS wks. rthov 1,w sgw11`kA DD Stmnguo Difatcd Out tdt +nrrrt Icw7trrnlam AO.._/.atoretorrr. 31"111alwitAsx�anr, ignal111l1,CA9/1755 70,'50- Q$9,4045 Far. 564989,40,16 EPA 3550E EPA 8082 Runt/ GC5 090821A QC Batch: 57576 PrepDaW 812112009 Analyst: BB Arodor 1018 NO 18 H pg1K9 1 8124/20090514: AM Arocfar 1221 NO 33 H p94<9 1 824200905 14 AM Amdor 1232 ND 16 11 pgffEg 1 W412009 05 14 AM Aratkr 1242 NG 16 N pg/Kg t 8124!20890614 Alb! Aradu 1248 ND 16 sa pg/Kg 1 82420090514 AM Amdor 1254 NO 16 H pgxg 1 8242009 05 14 AM Arodor 1260 NO 16 w 11411(9 1 8291,009 05.14 AM Aroctor ND 16 n pgfKg '! W41200905`14 AM Amcor 1268 ND 16 a pg1Kg 1 6+2412009 05:14 AM Sun:.. Decachlorohiphenyt 93.0 30.124 tt "/QREC 1 824/2009 05:14 AM Sun:: 7etra0blom-in•xy4ena 93.1 40.518 M %REC 1 8124//200905*14 AM QuaflCrrn: 6 Analyte detreted in die awsta rated Mcftd Blank F t'ahx abavc quauutntwu range 11 HoS mf tim, k4 ra lmratima er anahsis cxce &l lv't7 Ynt Dotocled ut Wr Rrpnrelns f.+init S *Wkr ,trt'ovx oU14 3e of Emits xfsx is m r1,, to"fi vow t2rsulu aro w•eS wks. rthov 1,w sgw11`kA DD Stmnguo Difatcd Out tdt +nrrrt Icw7trrnlam AO.._/.atoretorrr. 31"111alwitAsx�anr, ignal111l1,CA9/1755 70,'50- Q$9,4045 Far. 564989,40,16 2 C^ N- E N m 96 w P m Y e= ZZ $. zzz z nvs t^ � C O N N 03 V P iv 'ii ' Y t - s YN r w m m gg 9 S 8 m tP a 1R' W M y � N ZZ $. zzz z nvs t^ � C O N N 03 V P iv 'ii ' Y t - s YN r w m m gg 9 S 8 m tP a a W fD 990w m m N O N m � n � tQ o r F] k M 1 Page I of Rachelle Arada From: Meredith Church [mchurch@leightongroup.comj Sent: Wednesday, August 18, 2008 328 PM To: Rachelle Arada Subjeeta RE: Addendum report for SCE Newport, 602487.003 (ATL# 106685add) I apologize„ I meant 813-2' and 813-5. Thanks. Yes, they are past the 14 day hold time, but please go ahead an analyze. Meredith Church, P Project Geologist LEIGHTON Solutions You Can Build Ott 17781 Cowan Irvine, CA 92614 (949) 691.42118 Wireat5 (944) ?113.2419. (949) 477.4040 (Ofiiic) (949) 2%1114 (Vae) From: Rachelle Arada [mallto:Rache3e@a'ttglobal.comj Sent: Wednesday, August 19, 2009 8:14 AM To: Meredith Church Subject: RE;: Addendum report for SCE Newport, 602497.003 (ATL# 106685add) Hi Meredith, I got your request below. I didn't find sample 83.2' in our system, please check, Also, sample 1313 -Vis beyond hold time for PCB analysis Do you still want to proceed? Thanks, Rochelle ----Original message -- From: Meredith church (mailto:mchurchOoleightongroup com) Sent- Tuesday, August 18, 2009 6:39 PM To, Rachelle Arada Subjett- RE: Addendum report for SCE Newport, 602497-003 (ATL# 506585add) Hi Rachelle, Can you please run 83-2" acrd 813-5` for PCBs. Thank you? Meredith Church, P Project Geologist LEIGHTON 8olutlous torr tau Build CSU 1"'7'A1 covan 819 2009 Page 2 of 2 In'ine, CA 92614 (949) 681-4208 (Direct) (949) 293-2519 (Cell) (949) 4774040 (Office) (949) 250-1114 (Pax) From: Rachelle Arada (mailto:Recheile@atiglobai.com] Sent: Tuesday, August 18, 2009 11.31 AM To: Meredith Church Subject: Addendum report for SCE Newport, 602497-003 (ATL# 106685add) Hi Meredith, Enclosed are the results for the above project,. Thanks, Rachelle Arada Project.Ccn'ti stor A& Advarrced Technology Latwratoties r Ni. aii$i,}(, 4v i2 TOr (5e2)489 4043 cxi.237 til Meati'+" .oar. Advanced Techriaiagy Laboratories is a full-servkeenvironmental nib providing organic and inorganic arra s fit soea water, wastewater, storm water and hazardous waste samples ° ATL 's accredited by the State of California, NELAP and State of Nevada and holds various SSE. DBE and MBE certiRcates and a USDA. soil permit. ATL takes pride in providing out customers with quick turrtaround time, excellent customer service and defensible data arhae oitenrig very compefin" rates. Advanced rachnofogy tabs -Your Parma. for Quality Environmental reefing This message is intended for the use of the morvidiph or entity to which tt is addressed This may =main information that is priutieyod, confidential, and exempt from disclosure tinder applicable law. it the reader of this message is not the intended recipient or the employee cr agent responsible for delivering the message to the intended recipient. you are hereby noUfredthat any dissemination, distribution kr copying of this communication is str idly prohibited. If you have recen ed this communication in,error„please notify us �imediateiy by telephone and delete the original message. Thank you. 8114'2009 SOIL BORING LOG PROJECTNUMBER 602497003 BORINGtWELL NUMBER BB PROJECTNAME SCE Newport Beach DATE DRILLED 8(3/2009 LOCATION 1516 W. Balboa Blvd, Newport Beach CA CASING TYPEJDIAMETER N/A. DRILLING METHOD _debt Push SCREENTYPEISLOT NIA SAMPLING METHOD Acetate Sleeve FILTER PACK TYPE N/A GROUND ELEVATION N/A H, GROUTTYPE WA TOP OF CASING ELEV, _N/A DEPTH TO WATER WA fl. LOGGED BY MOW TOTAL DRILL DEPTH 8 tf_ REMARKS tS-C7z N �u O W 4 y a m 7"i i'i w 8 v LITHOLOGIC DESCRIPTION o= m88 W� W a SM Surface - SILTY SAND, 09M brown, moist dense, One grained sand. @0.5-COSBLY SAND, light brawn, mast,. dense, fine grained sand. SP 6 B6-2 0.0 @ 4' - POORLY GRADED SAND, fightbrown, mast, dense, flne grained sand. 5 6 86.5 0.0 6 B6.7 0.0 @ T -Groundwater encountered. Soil becomes wet., 10 15 20 Total Depth= 6 bgs. Groundwater was encountered at T bgs. Groundwater sample oollecled at 1003. 30 SOIL BORING LOG PROJECT NUMBER 602497003 BORINGNJELL NUMBER 87 PROJECT NAME SCE Newport Beach DATE DRILLED 6!312009 LOCATION 1516 W.Balboa Blvd, Newport Beach, CA CASING TYPEIDIAMETER NIA DRILLING METHOD Dired Push SCREEN TYPEISLOT WA SAMPLING METHOD Acetate Sleeve FILTER PACK TYPE NIA GROUND ELEVATION NIA ft GROUT TYPE NIA TOP OF CASING ELEV, NIA DEPTH TO WATER NIA ft LOGGED BY MOW TOTAL DRILL DEPTH 6 It REMARKS >' o z n c? w '- o v Q. ai LITHOLOGIC DESCRIPTION Qa a'.c0i W'� d � o: N SM " ""' Surface-COBBLY SILT, light brawn, molst, loose. , @Z-COBBLY SAND, brown, moist, dense, fine grained sand. SP - 6 87-2 0.0 5 6 87.5 0.0 6 87.7 0,0 @T -Groundwater encountered, $otl be=es weL i0 IS 20 2 Total Depth= 6 bgs Groundwater was enoountered at T bgs. Groundwater sample cultected at 1055. 30 SOIL BORING LOG PROJECTNUMBER 602497003 BORINGWELL NUMBER B8 PROJECT NAME SCE Neve Beach DATE DRILLED 813/2009 LOCATION _ 1516 W. Balboa BNtl Newport Beach, CA CASING TYPEIDIAMETER ,NSA DRILLING METHOD Direct Push SCREEN TYPEiSLOT WA SAMPLING METHOO Acetate Sleeve FBLTER PACKTYPE NSA GROUNDEL.EVATION NFA fL GROUTTYPE NIA TOP OF CASING ELEV. WA. DEPTH TO WATER NIA k LOGGED BY MDW TOTAL DRILL DEPTH B R. REMARKS p E w in , a �w- n Cj LITHOLOGIC DESCRIPTION pz a � w 5M Surface-COSSLY SILT, light brown, moist, base. @1'-COBBLYSAND, brain, moist: dense, fine grained send.: SP 6 98-2 0 0 @4' -Rock layer encountered 5 @4.6 -POORLY GRADED SAND, reddish brown, moist, dense, trace sea shells.. 6 663 0,0 � @ST -Groundwater encountered, satl becomes wet t0 t6 20 25 Total Depth= 8' bgs. Groundwater was encountered at 5.9' bgs, Groundwater sample collected at 1127. 30 Al 01 SOIL BORING LOG PROJECT NUMBER 602497003 BORINGWELL NUMBER 89 PROJECT NAME SCE Newmrt Beach DATE DRILLED 6!312005 LOCATION 1516 w Balboa Blvd Mowpgr�CA CASING TYPEAXAMETER WA DRILLING METHOD Djoag Push SCREEN TYPE/SLOT NIA , SAMPLING METHOD &Oatate Sleeve FILTER PACK TYPE NIA GROUND ELEVATION N/A N. GROUTTYPE _ NIA TOP OF CASING ELEV. NIA DEPTH TO WATER NIA Fl LOGGED BY MDW TOTAL DRILL DEPTH 8 tt REMARKS r 4ei 8 v LITHOLOGtC DESCRIPTION a m 0 N W a SM "LZ Surface-COBBLY SILT, Ilght bmn, dry, loose.. Q1.5 ,COBBLY SAND, brown, moist, dense,. fine grained sand. SP 6 139.2 0,0 5 @5' SAND 6 89.6 0.0 GOBBLY brown, moist dense, line grained sand. g QS' -Groundwater encountered. soR becomes wet 10 15 20- 025Total 25- TotalDepth- 9 bgs. Groundwater was encountered at 6' bgs. Groundwater sample collected at 1220. 30 tiG S01L BORING LOG PROJECT NUMBER 602497063 BORINGANELL NUMBER 610 PROJECT NAME SCE Newport Beady DATE DRILLED 8IN2009 LOCATION 1516 W. Balboa Bind, Newoprt Beach, CA CASING TYPE/DIAMETER NIA DRILLING METHOD Direct Push SCREEN TYPMOT NIA SAMPLING METHOD Acetate Sleave FILTER PACK TYPE N!A GROUND ELEVATION WA n GROUTTYPE N/A TOP OF CASING ELEV. _ _ NIA DEPTH TO WATER N/A fl LOGGED BY MOW TOTAL DRILL DEPTH aft REMARKS z3 w } W m a w 2 n vi tum O p c o y UTHHOLOGiC DESCRIP71ON QC V cl R We SM "` _ Surface -COBBLY SILT, light brown, moist, loose. @1.5'-COBBLY SAND,reddish brown, moist dense,. fine grained sand. 6 810.2 0-0 SID 6 @6 -GOBSLY SANG, grey broom, lass rxbMea 6 610-6 0.0 @S -Groundwater encountered, sort becomes wet 1tl t5 zo 26 Total Depth= V bgs Groundwater was encountered at V bgs. Groundwater sample collected at 1158.. 30 l SOIL BORING LOG PROJECT NUMBER 602497003 SORINWINELL NUMBER H11 PROJECT NAME SCE Newport Beach DATE DRILLED 8/312009 LOCATION 1516 W.Balboa Blvd, Newport Beach. CA CASING TYPElOIAMETER N/A. DRILLING METHOD Direct Push SCREEN TYPFALOT N/A SAMPLING METHOD Acetate Sleeve FILTER PACK TYPE NIA GROUND ELEVATION NCA 6 _ GROUT TYPE NIA TOP OF CASING ELEV. NIA DEPTH TO WATER NKA 0 LOGGED SY MOW TOTAL ORtLL DEPTH B ft REMARKS m L.... w c o J 05 a O ej LITHOLOGIC DESCRIPTION p m0 Wim—`. a w a m w SM Surface •COBBLY SILT, light txaun.. mols{; toose. @V -POORLY GRADED SAND, light brown, moist; dense, fine grained sand. SP 6 811-2 0.0 @25' -POORLY GRADED SAND,. reddish brown, moisl,. dense, fine grained sand. 5 6 8/1-5 0:0 Q5" -Groundwater encountered, soil becomes wet 10 15 20 25 Total Depth- 8' bgs. Groundwater was encountered at 6 bgs. Groundwater sample collected at 1257. 30 SOIL BORING LOG PROJECTNUMBER 602497003 SORINGWLL NUMBER B12 PROJECTNAME _SCE Newport Beads DATE DRILLED 81312009 LOCATION 1516 W. Balboa Blvd, Newport Beach CA CASING TYPEMIAMETER NPA DRILLING METHOD Direct Push SCREEN TYPEtSLOT NIA SAMPLING METHOD Acetate Sleeve FILTER PACK TYPE NIA GROUND ELEVATION WA 6. GROUT TYPE NIA TOP OF CASING ELEV. NIA DEPTH TO WATER NIA K LOOGED BY MDW TOTAL DRILL DEPTH 8. R. REMARKS m O O Z m g t LITHOLOGIG DESCRIPTION u dv GJV We d W fL K N SP Surface-COBBLY SAND, fight brown, dry, loose,fine grained sand. 6 812-2 0.0 Q3' -POORLY GRADED SAND, I"ght brown, moist dense,. fine grained sand,. Q4' -POORLY GRADED SAND, brown, moist dense, fine grained sand. 5 6 8126 0..0 @6 -SILTY SAND, brawn, wet dense, fine grained sand. SM -- _ Groundwater encountered. 10 15 20 25 Total Depth= Stage Groundwater was encountered at 6' bgs. J30 Groundwater sample collected at 1335. OIL BORING Lots PROJECT NUMBER 602497003 BORINGNYELL NUMBER 813 PROJECT NAME SCE Newport Beach DATE DRILLED 61312009 LOCATION 15`16W Sabo$ Blvd Newport Beach CA CASING TYPEOIAMETER N/A. DRILLING METHOD Direct Push SCREEN TYPEtSL4T N/A SAMPLING METHODAcetate Sleeve FILTER PACK TYPE NIA GROUND ELEVATION NIA ft.. GROUT TYPE NIA TOP OF CASING ELEV. NIA DEPTH TO WATER NIA ft LOGGED BY MDW TOTAL DRILL DEPTH _8 ft.. REMARKS > L N p Lu F Z 07 Li LITHOLOGIC DESCRIPTION Oa=U w� Q w C] D SM .. Surface-COBBLY SILT, light brawn,. moist, loose. 6 813-2 0.0 @1.E-COBBLY SAND, brown, moist, dense. SP 0_"OSBLY SAND, reddish brown, moist. trace sea shells. 5 6 813-5 0.0 @5,5? -Groundwater encountered,.sv0 becomes wet itl 15 20 25 Total Depth= V lgs. Groundwater was encountered at 5.5' bgs. Groundwater sample collected at 1315. 30 Exhiwt "0" RARP and RARP Addendum Exhibit 0 SCE NEWPORT SUs ! Newport1516 West Balboa Boulevard • Environmental Engineering Section Corporate Environmental, Health and Safety Southern Califamia Edison March 25, 2013 • i �, ,1711 Fill i 9 1• t Environmental Engineering Section Corporate Environmental, Health and Safety Southern California Edison March 25, 2013 March 25, 2013 Mr, Brent Schamberg SCE Transmission & Distribution Real Properties Subject: Remedial Action and Restoration Plan SCE Newport Substation Site 1516 West Balboa Boulevard Newport Beach, California CEHS-Environmental Engineering has prepared the subject Remedial Action and Restoration Plan for the former Newport Substation. SCE is planning to sell the site to the City of Newport Beach (City) for use as an addition to the adjacent Marina Park. The site was operated as a distribution substation from about 1923 unfit it was decommissioned in 2007. All of the substation equipment and other facilities were removed at that time. The site is now vacant and enclosed by the original chain link fence and brick wall. Presently the site surface consists of soil with some sparse gravel or crushed base with a gentle slope to the south. The Remedial Action and Restoration Plan (Plan) was prepared based on site assessment work conducted by Environmental Engineering (2012-2013) supported by PPD Geotechnical Services, as well as previous site assessments prepared by Leighton Consulting, Inc. (LCI). LCI had performed their assessments for the City on limited areas of the site in 2009. The results of the current assessment are presented in the Geotechnical Services "Field Finding Report" appended to the Plan. The LCI assessment is also attached in the Appendix. The results of both assessments indicate that the soils at the site have been affected by low levels of PCBs and to a lesser extent Hydrocarbons and Lead. A moderate number of soil samples had contaminant levels above regulatory action levels for unrestricted use of the property. The groundwater at the site has not been affected based on analyses of samples. Due to the site conditions and logistics regarding construction access, the only feasible means available for remediation of affected soils at the site is excavation and off-site disposal. The contractor selected for the excavation is Patriot Environmental Services, an SCE T&D approved vendor providing similar services for SCE on other projects. Since SCE is performing the cleanup as "self -determined" to expedite the process, excavated soils will require disposal at either the Clean Harbors Environmental Services facility in Utah or US Ecology facility in Nevada. The volume of soil requiring excavation and disposal is approximately 522 cubic yards (in-place volume) or 835 tans. This Remedial Action and Restoration Plan should be reviewed by the City and their consultants to obtain their concurrence prior to the start of actual cleanup construction work. Any adjustments to the Plan can be negotiated. If necessary, amendments can be made to the Plan. Once concurrence Is obtained and any permits secured, the remediation excavation will begin. After excavation of all affected soils and any verification sampling and analyses are performed, the site will be backfilled with clean imported soil. After construction is complete, a Completion Report documenting all work performed will be prepared. Please contact us if you have any questions or comments regarding this report. hq��QtiE9 A. 1(� f t 4 l c�'✓ d �i 140-34 Charles A Aldrich,P.E., G.E. Exp; - y Senior Environmental Engineer C/VIL�� Corporate Environmental, Health & Safety F CpttFO Attachment cc City of Newport Beach Mark Passarini (without attachment) Brian Sabina (without attachment) Peke 2 1 2 3 4 5 6 TABLE OF CONTENTS Introduction ...................... Site Description__ .......... Site History_,__ ....... ____ Previous Site Assessments 1 Current Site Assessment - Planning ..... .... .......... ........ _, 3 Current Site Assessment - Execution...,.. ... ....... .......... .......... _'__ ..... . . 5 7 Cleanup Goals .....,.- 7 8 Obtain Required Agency Permits and Approvals,..... ..... _ ..... - . . ....... ___ .. .... __ ........ ........ 8 9 Proposed Remediation Scope of Work................................................................................ 8 10 Excavation Backfill and Site Restoration ........................ ........,,..10 11 Completion Report..... ... __ ................ _ ........... ........... ....... . 10 REFERENCES TABLES 1 Analytical Results - HA -Series Borings Samples 2 Analytical Results - Geoprobe VB -Series Borings Samples 3 Analytical Results -Groundwater Samples FIGURES Figure 1 Vicinity Map Figure 2 Electrical Equipment Plot Plan Figure 3 Soil Boring Locations Figure 4 Proposed Excavation Plan Figure 5 Site Access Plan APPENDICES Appendix A — Site Assessment Report, Marina Park, 1616 West Balboa Boulevard, Newport Beach, Califomia, Leighton Consulting, Inc. April 3, and September 22, 2009 Appendix B . Field Finding Report, Summaries of Field Investigation and Laboratory Analytical Testing, Newport Substation (Retired), SCE Power Production Organizational Unit, Geotechnical Services Group, February 28, 2013 Remedial Action and Restoration Plan SCE Newport Substation Site 1616 W, Balboa Boulevard, Newport Beach CA March 25, 2013 REMEDIAL ACTION AND RESTORATION PLAN SCE Newport Substation Site 1516 West Balboa Boulevard Newport Beach, California March 25, 2013 1 Introduction This Remedial Action and Restoration Pian covers remediation of subsurface soils located at the former Newport Substation site. The property is located at the 1516 West Balboa Boulevard, Newport Beach, California. The site location is shown on Figure 1, Vicinity Map, itis identified as Lots 9 and 10, Block 115, Tract No. 234, M,M. 13-36. The property is owned by Southern California Edison (SCE) and was the site of an electrical distribution substation since about 1923. The substation facilities were demolished in 2007, with all equipment and structures being removed at that time. The property is currently fenced and vacant. In conjunction with remediation and restoration, SCE is planningthe sale 'ofthe property to the City of Newport Beach for unrestricted use. 2 Site Description The substation site is a rectangular shaped parcel with dimensions of 58.72 feet by 100 feet. The site is surrounded by a tall chain link fence on the north, and the northern portions of the east and west.. The south side and the southern portions of the east and west sides are enclosed by a tall brick wall. There are chain link double drive gates at the center of the south brick wall and at the northwest corner of the north fence. The site is bordered by an alley to the north, Balboa Boulevard on the south, a wastewater pump station on the east, and a park playground to the west. Further to the north are the buildings, parking lot and other facilities of a yacht club, with Newport Bay being about 200 feet from the site northern boundary. Furtherto the east are an apartment building and a commercial building. To the south of Balboa Boulevard are located residential dwellings, the sandy beach, and the Pacific Ocean about 800 feet away. Past the playground to the west are other park facilities (tennis courts and parking) and a residential trailer park to the northwest. At the present time, all equipment, foundations and structures have been removed, except for the fences and brick walls. The site was leveled after the demolition and the surface now consists of a mixture of native and fill soils, and the former switchyard gravel surfacing. It is assumed that any excavations made to remove foundations or other substructures were backfilled with on-site soils with minimal compaction. The surface is relatively flat with a slight slope to the south. The site has remained in the current conditions since the demolition activities. Corporate Environmental, Health & Safety Page 1 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 til, Balboa Boulevard, Newport Beach CA March 25, 2013 3 Site History SCE operated the site as a distribution substation from 1923 until about early 2007. The purpose of the substation was to receive power at 12,000 volts (12 kV) and step that down to 4,000 volts (4 W). The power was then distributed to neighborhoods through several circuits via the distribution grid. Hence, step-down transformers (12kV/4kV) were used for transforming the power and circuit breakers (12 kV and 4 kV) were used for switching the power. During the most recent operation of the substation, the equipment included seven step-down transformers (600-6707 gallons oil each), two 12 kV circuit breakers (vacuum, no oil), one 4 kV circuit breaker (23 gallon oil), and several smaller oil -filled pieces of equipment, The transformers, 12 kV circuit breakers and 12 kV steel framed switchrack were located outdoors. There was also a small metal substation building which housed the kV electrical equipment, batteries and electrical controls. The substation facilities were located on the northern portion on the property. The southern portion of the site only included a concrete walkway leading from the building to the Balboa Boulevard gate. The layout of the site priorto demolition is shown on Figure 2, Electrical Equipment Piot Plan. Oil -filled electrical equipment manufactured prior to 1950 is assumed to contain Polychlorinated Biphenyls (PCBs) in the oil greater than or equal to 50 mg/kg (ppm); unless determination can be made by Gas Chromatography (GC) analysis, Prior to the equipment removal, laboratory analysis of the oil in the various pieces of equipment was conducted by the SCE Material Testing Laboratory, a State certified laboratory, in January and February 2007, The PCB levels in the oil ranged from less than 2 ppm to 14 ppm. Uniform Hazardous Waste Manifests (UHWM) for the removed equipment, dated July and August 2007, show that the equipment was properly disposed of as either less than 2 ppm PCB, between 2 and 50 ppm PCB, or as non PCB capacitors. These records are kept in the SCE Compliance Management System (CMS) files, The oil from the equipment was disposed as between 2 and 50 ppm PCB. Itshould be noted that there had been no known recorded oil spills related to the historic operation of the substation, although records dating back through the 1900s were incomplete at best. 4 Previous Site Assessments In 2009, in anticipation of purchasing the site, the City of Newport Beach retained Leighton Consulting, Inc. (LCI) to perform Phase I and It Environmental Site Assessments on the property. The LCI assessment results are presented in reports dated April 3, 2009, and September 22, 2009 (attached to this plan as Appendix A). A total of 29 soil and 7 groundwater samples from 13 borings were obtained during the LCI Phase I and R investigations. The borings were drilled in the former equipment areas and around the site perimeter. The samples were analyzed for PCBs, Total Petroleum Hydrocarbons -carbon chain identification (TPH-cc), Volatile Organic Compounds (VOCs), and Semi -Volatile organic Compounds (SVOCs). The soils encountered during the Investigations consisted of silt, cobbly silt, silty sand, poorly graded sand, and cobbly sand to a depth of 8 -feet. The groundwater level at the site was found to fluctuate with the tides at depths ranging from 5.5 to 7 -feet below ground surface. The groundwater gradient would be variable due to tidal influence. The analyses of soil samples revealed that soils in the area of former equipment were impacted with low levels of TPH-cc and PCBs. At the northwest corner of the site, a low level of TPH-cc (Sample B6, TPH 0.68 mg/L) was detected in the groundwater. This was thought to be from an off-site source as discussed by LCI. It was speculated that the TPH was possibly from a former rage e Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 service station that was located nearby. It should be noted that LCI performed characterization of the equipment areas and the extreme perimeter of the substation. There were large areas of the site interior, mostly in the southern two-thirds of the site that were not investigated. In their September 22 report, LCI recommended that a cleanup be performed in the former equipment area which included a limited boot-shaped area to a depth of five -feet with one smaller area (area of 83 and 87) to a depth of six -feet. This area is shown on Figure 3 of the LCI report and is shown in outline on subsequent plans presented herein. LCI's recommended remedial excavation included approximately 250 cubic yards of soil, disposal of the soil at an approved offsite waste management facility, and confirmation of cleanup adequacy by sampling and analyses of excavation sidewall and floor samples. 5 Current Site Assessment - Pianning The SCE Corporate Environmental Health and Safety (CEHS) Environmental Engineering Section (Environmental Engineering) reviewed the site historical information and the Leighton Consulting reports. It was concluded that since there was little documentation in SCE files, and the LCI investigations were somewhat limited, that additional site characterization would be required. Environmental Engineering generally works with the SCE Power Production Organizational Unit, Geotechnical Services Group (Geotechnical Services) to perform environmental Investigations. Hence, Environmental Engineering requested Geotechnical Services perform the additional site characterization investigation. Geotechnical Services, with input from Environment Engineering, prepared a Site Assessment Work Pian dated November 5, 2011 that outlined the procedures to be followed for additional characterization investigations. The work plan is included in the Geotechnical Services "Field Finding Report, Summaries of Field investigation and Laboratory Analytical Testing, Newport Substation (Retired)," attached to this report as Appendix 8. The work plan outlined a phased approach for assessment of the site. The horizontal sampling grid that was selected is one recommended in the US EPA "Field Manual for Grid Sampling of PCB Spill Sites to Verify Cleanup;' (Reference 1). The grid is what was developed by the Midwest Research Institute forthe EPA, usually termed the MRI Grid. The horizontal grid is 3 meters (10 feet) between sample locations. Sample depth intervals are as discussed below. The following is a brief summary of the approach followed in the work plan for this segment of the work: Phase I Field Testine A. Since there had apparently been no oil -filled equipment on the southern portion of the property, it was not expected that soils would have been affected either at all, or at most only minimally, by oil from equipment related oil spills. Hence, the southern approximate 40% of the property was planned to be sampled first at shallow depths using a hand auger. The shallow soil samples were to be ata depth of 0.5 feet below ground surface (bgs); however 1,0 foot samples would be taken also. The actual surface was not to be sampled since it had been disturbed during demolition. The sample grid locations (12) are shown as the HA -Series (HA -1 to HA -12) on the attached Figure 3, Soil Boring Locations. Excavations for these samples were to be made by using a hand auger with soil samples to be placed in laboratory cleaned glass jars. Initial samples were to be subjected to rush turnaround so that decisions can be made as to whether additional samples in Corporate Environmental, Health & Safety Page 3 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 the southern area would be necessary. Since some of the initial sample analyses results showed significant levels of PGB and TPH-cc, the 1.0 foot deep samples were also analyzed. The analyses results are discussed below in Current Site Assessment -Execution, B. After the initial sampling of the southern area was complete, the northern portion of the site was to be sampled. The sample locations are denoted as VB -Series (VB -1 to VB -31) on the attached Figure 3. Soil samples from the indicated 31 locations were to be obtained at depths of 0.5, 2S and 5.0 -feet bgs. Borings were be advanced using a direct push Geoprobe device (drilling contractor: Interphase Environmental, inc,), and the samples were to be obtained using a driven tube sampler with a direct push technique. By the time the field program for the 31 locations is finished, results from sampling at the first 12 locations would be obtained and a decision could be made if deeper samples in the southern portion of the property were warranted. Thus a second rig mobilization could be avoided. The analyses results for the northern area samples are discussed below. Phase 11 Field Testing A. After the initial phase of soil sampling and analyses of both the southern and northern areas was to be completed, and since some of the initial southern sample analyses results showed elevated levels of PCB and TPN -cc (oil range), additional borings were deemed necessary. Hence, 16 additional soil borings were planned on the southern portion along with four borings along the western edge of the northern portion of the property. The southern borings generally were to be drilled at the HA -Series sample locations. The locations are denoted as VB -Series (VB -32 to VB -50) on the attached Figure 3. Samples from these locations were to be obtained at depths of 0,5, 2.5 and 5.0-feetbgs. Borings were again to be advanced using a direct push Geoprobe device and the samples were to be obtained using a driven tube sampler. The analyses results of these samples are discussed below. B. Groundwater samples were also planned to be obtained from seven new boring locations, and were to be obtained in five of the Phase II VB -Series borings. These locations would be widely spaced about the entire site. The groundwater sample locations on the northern portion are denoted as VGW-Series (VGW-1 to VG W-7). Only one soil sample was to betaken at these locations at a level below the groundwater surface (7-8 feet). These locations are shown on the attached Figure 3. The other groundwater samples were to be obtained in the southern portion of the site from the soil borings VS -35, VS -37, VB -39, VB -44, and VB -46. Groundwater samples were to betaken at below the expected groundwater surface level, 4.5-5 feet. All groundwater samples were to be obtained using a Hydropunch tool on the Geoprobe device. Sample Handling and Analytical Testing As stated above, the planned horizontal soil sampling grid selected was as described in the US EPA "Field Manual for Grid Sampling of PCB Spill Sites to Verify Cleanup," (Reference 1). The reason for using the MRI Grid was to obtain a 95 percent confidence level that all PCB affected soils are characterized and limits of non -affected soils were defined. Groundwater sampling locations were planned to give a broad (statistically significant) coverage over the entire site. All sample handling was planned to meet the Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 requirements In the US EPA "Verification of PCB Spill Cleanup by Sampling and Analysis," (Reference 2). In coordination with Environmental Engineering, the field work was planned to be conducted by Geotechnical Services. All sample locations were to be laid out to the nearest 0.5 -feet with respect to a horizontal control point at the site northeast corner, The sample locations were to be surveyed for elevation (± 0.1 -foot) relative to a temporary benchmark (TBM) established on the concrete driveway at the west end of the Balboa Boulevard gate. These locations were selected due to the likelihood that they would not need to be disturbed during any future cleanup excavation. The various analyses of soil and groundwater samples were selected for the basis of site remediation requirements and for use in the possible disposal of excavated soils. Analyses of soil samples was planned to be conducted for California Administrative Code Title 22 Metals by ICP -AES, EPA Test Method 60108; Mercury by AA (Cold Vapor) EPA Test Method 7471; Hydrocarbon Chain Distribution (TPH-cc), by EPA Test Method 8015(M); and Polychlorinated Biphenyls (PCBs), by EPA Test Method 8082. Groundwater samples were planned to be analyzed for the same compounds except Mercury would be by AA (Cold Vapor) EPA Test Method 7470; and PCBs were to be analyzed both as filtered and unfiltered samples. Based on if significant low carbon range (C8 -C18) TPH-cc results were found, analyses for Semi -Volatile organic Compounds (SVOCs) by EPA Test Method 8270 or Volatile Organic Compounds (VOCs) by EPA Test Method 8260 was deemed an option. It is noted that Leighton did not find significant levels of SVOCs or VOCs in their assessments. Laboratory analysis was selected to be performed by Advanced Technology Laboratories, Signal Hili, California, a State certified testing laboratory. 6 Current Site Assessment - Execution Field Investigations The Geotechnical Services group mobilized for the initial (Phase 1) south area sampling on November 7, 2012. These samples (HA -1 to HA -12) were obtained using a hand auger for excavation with samples obtained at 0.5 and 1.0 feet. The mobilization with the drilling contractor, interphase Environmental, for the Phase I Geoprobe borings (north area, VB -1 through VB -31) was conducted on November 8, 2012. Samples in these borings were obtained at 0.5, 2.5 and 5.0 feet. The mobilization for the Phase it Geoprobe borings (south area, VB -32 through VB -50) was conducted December 8, 2012 with the same sampling depth intervals. The groundwater samples were obtained in Geoprobe mobilizations of November 13, 2012 and December 12, 2012. Other than the hand auger samples, soil borings were advanced using a Geoprobe device with a direct push technique with the samples collected using a pushed stainless steel tube sampler with acetate liner. Groundwater samples were collected using a Hydropunch toot on the Geoprobe device. Sampling was conducted in accordance with the EPA Test Method Guidelines as described above for analytical testing. Samples were sealed, capped, labeled and stored on ice in an ice chest for transport to Advanced Technology Laboratories in Signal Hili, California. Corporate Environmental, Health & Safety Page 5 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 During the drilling and sampling process, the soils encountered were logged and recorded on logs of borings. In general, the soils were found to consist of varying thickness of fill in some areas including sands, gravels and cobbles, underlain by native soils consistingof fine to medium sands and silty sands with minor fine gravels. As each sample was taken, it was screened using a photoionization detector (PiD) to check for volatile organic vapors. These readings were recorded on the logs of borings, it is noted that no elevated readings were measured that would indicate the presence of volatile organic compounds in thesoii. The groundwater depths, when encountered, were estimated although there is some difficulty with determining the precise level with a Geoprobe system. Groundwater depths were measured to vary from as high as 3S feet bgs to the general level of approximately 5 feet bgs. The higher readings may be from possibly perched orsemi-perched groundwater. The groundwater level and gradient direction would likely vary with the tides due to the site proximity to Newport Bay and the ocean. The tog of borings are presented in the Geotechnical Services "Field Finding Report, Summaries of Field investigation and Laboratory Analytical Testing, Newport Substation (Retired)," dated February 28, 2013 and attached as Appendix B. There is additional description of the local geology at the site in the Leighton reports attached in Appendix A. Laboratory Analytical Testing The laboratory testing was conducted as described above and as in the Geotechnical Services Work Plan Included in their "Field Finding Report, Summaries of Field Investigation and Laboratory Analytical Testing, Newport Substation (Retired)" (see Appendix B), All laboratory testing results are listed in the attached Tables 1, 2 and 3, excerpted from the Field Finding Report. The results of the testing are summarized below: The laboratory analysis detected concentrations of PCBs in soils that were prevalent in a moderate number of samples. The PCBs found were Aroclor 1242, Aroclor 5254 and Aroclor 1260. The highest PCB concentration in soil was So mg/kg in sample VB -28 at 5.0 feet (Refer to Table 2), There were no PCBs found above the Practical Quantitation Limit (PQL) of 0.5.1.0 ug/L in any of the groundwater samples. The PCB analyses results for soils are listed in Tables 1 and 2, and groundwater samples in Table 3. The laboratory analysis indicated concentrations of Hydrocarbon Chain Distribution (TPH-cc) in soils samples at various locations and depths at the site. The highest concentration found in sells was 2100 mg/kg in sample HA -11 at 0.5 feet, (C28 -C36 and C36 -C40, oil to asphalt range). There were no TPH-cc concentrations found above the PQL of 0.20 mg/L in any of the groundwater samples. The TPH-cc analyses results for soils are listed in Tables 1 and 2, and groundwater samples in Table 3. The laboratory testing indicated that Metals in the soil samples were below the Title 22, California Code of Regulations (CCR) action levels, except for lead in nine samples. The highest Total Threshold Limits Concentration (TTLC) for lead detected in the soils was 190 mg/kg in sample VB -23 at 0.5 feet (Refer to Corporate Environmental, Health & Safety Page 6 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 Table 2). Based on this information, Waste Extraction Tests (WET) were performed to determine Soluble Threshold Limit Concentration (STLC) values on the following samples with the results indicated below: SAMPLE BORING NO. DEPTH (FEET BGS) STLC LEAD (mg/L) HA -4 0.5 6.4 VB -10 5.0 6.7 VB -11 2.5 33 VB -11 5.0 8.3 VB -12 2.5 7,2 VB -15 SA 16 VB -19 5:0 8.5 VB -49 2.5 9.4 VB -50 0S 5.7 The highest STLC concentration for Lead detected In soils was 33 mg/L in sample VB -11 at a depth of SA feet. The STLC results for Lead indicate that the elevated levels in soil would require the soil to be excavated and managed in accordance with applicable hazardous waste regulations. The analyses results for all of the California listed metals in soils are presented in Tables 1 and 2. 7 Cleanup foals As noted above, in conjunction with the site remediation, SCE is considering sale of the property to the City of Newport Beach for unrestricted use. SCE will target a PCB cleanup goal of 0.089 mg/kg (Aroclor 1242,1254 and 1260) as established within the California Human Health Screening Levels ("CHHSLs") for residential soils (Refer to References 3 and 4). The CHHSLs for PCBs are lower than the EPA Regional Screening Level of 0.22 mg/kg and lower than the more stringent Toxic Substances Control Act (TSCA) regulatory cleanup level specified under 40CFR, 761, 61(b) -Performance-based Disposal Standard. The analytical results for each discrete post cleanup level verification sample will be tabulated and compared to the proposed soil cleanup level of 0.089 mg/kg to verify compliance with the cleanup level. The soil screening levels of 100 mg/kg for gasoline (cc -C4 -C12) and diesel (cc -C13 -C22), and 1,000 mg/kg for heavy hydrocarbons (oils, C23 -C32) established by the California Regional Water Quality Control Board (RWQCB) were used to evaluate TPH left in soils. Hydrocarbon carbon chain compounds greater than C32 would generally be considered solid and immobile, In the range of asphalt. As discussed above, no Tile 22 metals concentrations were found above action levels except for lead in nine samples. The residential action level for lead is 5 mg/L ( WET Result) if excavated and 80 mg/L if left in place (Reference 5). Hence, other than lead, metals are not a concern. Of the nine samples, 7 samples are above 80 mg/kg if left in place, however, in the proposed excavation scheme (see below), they would be excavated. Thus, the lead results would be included in how the soils are to be disposed of. Corporate Environmental, Health & Safety Page 7 Environmental Engineering Remedial Acton and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 8 Obtain Required Agency Permits and Approvals After finalization of this plan, and agreement of the proposed cleanup pian is reached with the City of Newport Beach, construction drawings based on the work proposed herein will be will be submitted to the City for approval. It Is anticipated that construction drawings will include an Excavation Plan and a Grading Plan. The City will review the plans and permits are to be issued prior to the start of the work, it is understood that the city will give preference to review and permit issuance. 9 Proposed Remediation Scope of Work Data Analyses—Plan Preparation The results of the current site assessment investigation, as well as the Leighton Consulting site assessments, were used to develop the proposed remediation plan. It was determined that the only feasible means to cleanup affected soils at the site was excavation and off-site disposaL The recommendations that LCI made in 2009 were based on a limited amount of subsurface investigation and laboratory testing. The current site assessment investigation was conducted to provide SCE and the City of Newport Beach an estimated 95 percent confidence level that the site will be remediated to residential, unrestricted use levels for PCBs and other contaminants. The presence of PCBs in the soils was the determining factor in how extensive the investigation was required, however, the presence of TPH and lead was also considered. Based on the investigation results and the criteria established, a plan for excavation of the affected soils was developed. The resulting pian included excavation of affected soils to below the bottom of samples that showed above action level concentrations of the compounds In question. It was also optimized such that excavation of non -affected or lower than action level soils would be minimized. This was meant to reduce costs and to prevent unneeded soils being placed in landfills. The plan consists of excavation over portions of the site to varying depths as required to remove affected soils. The excavation horizontal limits and depths are shown on the attached Figure 4, Proposed Remedial Excavation Plan. To optimize the planned excavation volumes, different zones are planned at different depths. The excavation zones have depths ranging from 2.0 feet up to 6.0 feet bgs, The construction logistics of performing the actual excavation were also considered in mapping out the different zones. Since the general groundwater depth (5-6 feet) is just at the level of much of the excavation, it will need to be considered during construction. One small area of 6 foot excavation will likely be below the groundwater level. The proposed excavation In total will be approximately 522 cubic yards (CY), in-place volume, or an estimated 835 tons, assuming a soil bulk density of 120 pounds per cubic foot. Proposed Excavation — Execution In order to expedite the remedial excavation, SCE plans to use an environmental construction contractor that is currently retained to perform similar type work. The contractor is Patriot Environmental Services of Ontario CA, a California licensed general contractor with Hazardous Waste certification. Since the excavation Is a relatively small portion of the costs compared to that of disposal of affected soils, the excavation will be contracted on a time and expense basis. It is understood that Patriot plans to use a Corporate Environmental, Health & Safety Page B Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 tracked excavator for excavation. Since there is no space to stage excavated soils or roll -off pins, trucks will be loaded as the excavation progresses. The intent is to have all equipment and truck access from the northern end of the site through the alley. Patriot, along with the SCE Transmission and Distribution (T&D) Environmental Services Safety and Environmental Specialists (SESs) will prepare a site Safety Plan prior to start of work. On-site construction management will be shared by the SCE SES and the Patriot Foreman. Site controls will also be established between Patriot and the SESs. The s€te will be restricted from access from anyone not involved In the work. Temporary fencing will be installed at the work site as needed and the alley will be fenced to restrict access from the playground to the west. It should be noted that the alley is gated at the far side (west) of the playground and park so that alley access restrictions should not cause inconvenience to neighbors. The site in relation to the alley and neighboring properties are shown on Figure 5, Site Access. SCE will coordinate with the Cdyto provide locations of temporary fencing and access. Temporary erosion control measures will be in place during the duration of the work. At present; the excavation is planned to require approximately five working days. In discussions with Patriot, the excavation should begin at south (Balboa Boulevard) end of the site and progress toward the north end. Trucks would initially enter the site from the alley gate or if needed the existing north fence would be temporarily removed. Loaded trucks would exit the alley on to 15th Street, head west to Newport Avenue north, then on to the California 55 Freeway north leaving the City. Disposal of Affected Soils Due to TSCA regulated levels of PCBs in soil, SCE will dispose of the excavated material as PCB containing soil assumed with greater than or equal to 500 mg/kg PCB.. SCE will dispose of soils affected by PCBs, Lead or Hydrocarbons at landfills either at Clean Harbors Environmental Services, Inc., in Grassy Mountain, Utah or US Ecology in Beatty, Nevada, both EPA approved PCB Waste Disposal Facilities. The location of the facility that accepts the excavated soils will be verified pdorto the start of excavation. Verification Sampling and Analyses In general, most limits of excavation, both vertical and horizontal, are reasonably well defined by the SCE and LCI investigations. The Excavation Plan was prepared based on the abundant amount of data that the investigation generated. However, there are some areas that will require sampling and analyses to verify that the remaining soils are below screening levels for chemical constituents. Presently, additional sampling and analyses Is planned in the resulting excavation bottom surface areas correlating to the locations of borings VB -8, VB -10, VB -15, VB -17, VB -19 and VS -20. At these locations the S.0 foot samples contained PCBs over the 0,089 mg/kg action level or an elevated level of lead In the case of VB -19. As the excavation progresses and at completion, any verification samples deemed necessary will be obtained. Analyses will be as described previously and will be on a rush basis so that the work schedule will not be impacted. It is possible that deeper excavation, and further confirmation sampling and analyses may be required in these areas. Corporate Environmental, health & Safety Page 9 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1518 W. Balboa Boulevard, Newport Beach CA March 25, 2013 10 Excavation Backfill and Site Restoration After the excavation is completed, any verification analyses are performed, and remaining soils are verified to be below action levels, the site will be ready for backfilling. The source of backfill will be predetermined, likely to be pit run material. Prior to importation, backfill soils will be analyzed for any possible contaminants after the source is determined. Only relatively granular soils that are free from any adverse materials, including chemical contaminants will be used. The bottom of the excavation is to be prepared. If the surface is at, or very close to the groundwater surface, a gravel "mud mat" or other means such as filter fabric maybe required to stabilize the bottom. The import soil is to be brought in and spread in lifts not exceeding 12 inches, moisture conditioned to near optimum moisture content, and mechanically compacted. The soils are to be compacted to 90 percent of the maximum dry density determined by ASTM Standard D 1857. This level of compaction is sufficient for support of pavement or other light structures, The SCE Geotechnical Services group will provide testing and reporting of the backfill inspection. The fill will be brought up to match the approximate existing grade, with a slight slope towards the south. it should be noted that the finish grades will not be certified. Unaffected soils remaining that are not excavated for removal of chemical constituents will not be compacted other than surface rolling. The final surface will be left with temporary erosion control measures in-place. The site fence will be restored and the brick walls will remain. it is anticipated that the backfilling operation will require approximately five days. 11 Completion Report After the completion of excavation, backfilling and site restoration, a completion report will be prepared for documentation of all activities and testing. This report shall be maintained by SCE and the City of Newport Beach. Corporate Environmental, Health ;& Safety Page 10 Environmental Engineering Remedial Action and Restoration Plan 1516 W. Balboa Boulevard, Newport Beach CA REFERENCES SCE Newport Substation Site March 25, 2013 1. "Field Manual for Grid Sampling of PCB Spill Sites to Verify Cleanup," US EPA 560/5-86- 017 2. "Verification of PCB Spill Cleanup by Sampling and Analysis," US EPA 560/5-85-026 3. 'Interim Site Assessment and Cleanup Guidebook," California Regional Water Quality Control Board (CRWQCB), 1996 4. "Use of California Human Health Screening Levels (CHHSLs) in Evaluation of Contaminated Properties," January 2005, California Environmental Protection Agency 5. "Revised California Human Health Screening Level for Lead (Review Draft)", May 14, 2009, Office of Environmental Health Hazard Assessment, California Environmental Protection Agency Corporate Environmental, Health & Safety Page 11 Environmental Engineering Remedial Action and Restoration Plan 1516 W. Balboa Boulevard, Newport Beach CA ATTACHMENTS The following are attached and complete this plan: Figure 1 Vicinity Map Figure2 Electrical Equipment Plot Plan Figure 3 Soil Boring Locations Figure 4 Proposed Excavation Plan Figure 5 Site Access Plan Tables 1. Analytical Results - HA-Serles Borings 2. Analytical Results - Geoprobe Series Borings 3. Analytical Results - Groundwater Samples SCE Newport Substation Site March 25, 2013 Appendix A—Site Assessment Report, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California, Leighton Consulting, Inc, April 3, and September 22, 2009 Appendix B - Field Finding Report, Summaries of Field Investigation and Laboratory Analytical Testing, Newport Substation (Retired), SCE Power production Organizational Unit, Geotechnical Services Group, February 28, 2013 Corporate Environmental, Health & Safety Page 12 Environmental Engineering Figures 6`�� %� '"'`^'�.wutom wa,;, �,""Wre jSpNSA k''" `ab 3ri� Cxy; `-4•G� r w o 2oc tv si aif� as m � nu re, b4 COAST �ro ev70 5xar � ss�' �$ 1' i 8 �vtwx. awvuxrif N�_Cg W , se a«ro o KK:rW , �,?Ow K4. 0 0.125 0,25 0.5 4.75 1 1.25 1500,500,2=1Mites Map Number: pg505010111 Wuanncw�meemeex'*}n4tmmnsmv.«uae�,oawzv«aos Target Property uw�.K,«y�+«aa as.na w«auxi«o,nm«cm+ww. Issued For: Bernard Rapan „„,e.,m�a:«�atar�.aammy mer: es,'uda. P:»jectian: UW NAF83 Zone 11N ur,rmw�at�>n��«.mra:ur«:y.rwf«,or..r«b. Target Property: NBWPOATSubsfation mrr«nr,>raae.�.wnrmv�.wa,r�:«s,awr«m,a Address: 1516 BALBOA BLVD. Approved by: C,: Feuxdet x«o�nr ehnapnati;:, xuemagmrryam«mcrkcnnu«.d in wyf«maty+ /.rLx%mmS.«ms�uxkxi ext+swgrp�tsPF'*�S clsrnnna; (626)3oz9885/2-4857 City/State/Lip: N&WPf)RT BEACH/CAf9'L663 Supervisor. RRamirez<icz:e�jay Source: Thomas Bros. Street Data Created by: j. Schaefle f J.. Finley _ ! `� "kjI„lre 1 Date: 10f5/2005 b-WNip ! 92PM a I j+ I i5t it cl icr j+ I i5t j+ I A3 v s >+ ;+ % Tj / r m ;+ ;++ 1g+ m !+ 19/ C W } f kb§ �.tea........".s.,..�..........,. A8� T+x�. >a' Z tt 1 Cu abz � 1 E t s 2 A3 v s >+ ;+ % / r m ;+ ;++ 1g+ m !+ 19/ C W } f kb§ �.tea........".s.,..�..........,. 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Y a z z z z z z z z z z z z ca (;} n n❑ n ❑ d ❑ ❑ ❑ d ❑ ❑ m Z Z Z a Z a a 2 2 2 z IT S E 9 J J J J J J J J J J J J 0 m a 0;� *trz.z 4 Leighton Consulting, Inc. k LWGNTON GRWIP COMPANY TRANSMITTAL To: City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, California 92663 Attention: Mr. Mark Reader Transmitted: X Mail/Overnight Courier Fick Up Email The Following: Draft Report X Final Report Extra Report Proposal Other Date: September 24, 2009 Project No. 602497-003 For. X Your Use As Requested Subject. Site Assessment Report Marina Park. 1516 West Balboa Boulevard. NtMr_t Beach, CaUorn a LEIGHTON CONSULTING, INC, By: Meredith Church Distribution: {2+4 rd) Addressee 17781 Cowan a Irvine, CA 92614.6009 949,230.1421 ■ Fax 949.2XI114 kwww.leightonconsulftoom SITE ASSESSMENT REPORT NEWPORT e Prepared For. 3300 Newport Boulevard Newport Beach, Calftnla 92663 Project No, 602497-003 September 22, 2009 Leighton Consulting, Inc. A LEIGHTON GROUP. COMPANY Leighton Consulting, Inc. A LEIGH `os GROUP COMPAky September 2009 Fniect No. 6O2497-003 To: City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach; California 92663 Attention: Mr. Mark Reader Subject: Site Assessment Report, Marina Pads, 1516 West Balboa. Boulevard, Newport .Beach, California Leighton Consulting, Tnc., (Leigbton Consulting) is pleased to present this Site Assessment Report summarizing environmental conditions inassociation with the property located at 151.6 West Balboa Boulevard, in Newport Beach, California (referred to as the "Subject Property", Figure f — Site Location Map), This report is based on Leighton Consulting's "Revised Proposal to Perform Additional Site Assessment, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California", dated .iuly 17, 2009 (Leighton Consulting, 2009x). References are presented in Appendix A. 'yM k The subject property is a rectangular parcel that is approximately 5,360 square feet in size located on the Balboa Peninsula, north of West Baiboa Boulevard between IP and lei Streets in Newport Beach, California (Figure 1, Site Location Map). The subject property was formerly used as an electrical substation by Southern California Edison from at least 1929 to 2009 (Figure 2, Site Aerial Photograph). The control room and the transformers were removed in 2008 and the subject property is currently vacant; The site is proposed to be used as a parking lot for the Marina Park development. 17791 CDWM a Irvine, CA 92614.6009 t .�A .. u. .�,a 3Y �. �+'yt4 t^au z'"s', U ,.'u4._s`k �.^}`,iCki>^Ai��... m. sa'.: 7>k 4n.tki.., ,a,.. � ,¢.•: ?� .4e .iia ty, ;�, ,rv�r �.0 ,.t . _„�.,. u.,a( , �;...,< i, ro, ..: Ua.r:., t.. ,�`hr': Leighton Consulting conducted a Phase I and Phase II ESA for the Subject Property to assess for potential subsurface impacts from equipment and hazardous substances, such as PCB -containing oil, associated with the former electrical substation (Leighton Consulting, 20096). Soil sample locations were selected based on aerial photographs, a site plan provided by Southern California Edison depicting the locations of the former equipment: and a discussion with Mr, Bernard Rapan regarding the location of equipment that may have contained PCBs. On March 10, 2009, Leighton Consulting advanced five hand auger borings at the subject property to a maximum depth of 2 feet bgs and collected from each location a soil sample at a depth of approximately 0.5 feet bgs and the second between 1.3 and 2.0 feet lags. Soil conditions were very gravelly with cobbles and refusal was encountered in boring 132, B3, and B4 at 1.5, 1.3, and 1.8 feet bgs, respectively, and soil samples were obtained from the maximum depth reached at these locations. All of the soil samples (10 tote€) were analyzed for total petroleum hydrocarbons — carbon chain (TPH-or, C8 -C40), by EPA 8015E and for PCBs by EPA Method 8082. Based on the initial results, the flume samples with the highest TPIT-ce results were also analyzed for semi -volatile organic compounds (SVOCs), and the three samples with the highest results in the C8 -C10 range were also analyzed for volatile organic compounds (VOCs) and TPH as gasoline (TPH-g). TPH-cc was detected in nine of the ten samples at concentrations ranging from 16 milligrams per kilogram (mgikg) to 110 mg/kg. TPH-g (C4-Cl2) was not detected above laboratory limits in the three samples analyzed. The soil screening levels establishedby the RWQCB are 100 mg/kg for gasoline (C4 -C12) and diesel (C13 -C22), and 1;000 mgrkg for heavy hydrocarbons (C23 - C32) (CRWQCB,1996). Aroclor 1248, a PCB, was detected in one sample, 85-0.5 at 0.048 mg/kg. In addition, Aroclor 1254 was detected in four of the ten samples from 0.022 mg/kg to 92 mg/kg, The industrial Regional Screening Level (RSL -1) for Aroclor 1248 and Aroclor 1254 is 0.74 mg/kg for each (USEPA, 2008). No additional PCBs were detected at the subject property. No VOCs or SVOCs were detected in the samples analyzed. Based on the results of the initial Phase II ESA, Leighton Consulting recommended that additional samples should be obtained at the subject property to assess the vertical and lateral impacts to soil, and to assess potential impacts to groundwater. The boring Iodations and summary of the detected analytes from the initial Phase H ESA, and this subsequent Site Assessment, are shown on Figure 3, Site Plan and Laboratory Data Summary. The laboratory report and results of the laboratory analysis are included as Appendix B and Table 1, respectively. eft 2 Leighton SUMMARY OF WORN CONDUC'rEA BoO g_Location Mark Out and Underoreund Service Alert (USA) Leighton Consulting delineated the site with white paint as appropriate for USA identification. USA was then contacted at least 48 hours prior to the commencement of field activities to designate underground utility locations. A • 9 A Site Specific Health and Safety Plan (I1SP) was prepared for work to be performed at the site. The HSP complied with the Occupational Safety and Health Administration (OSHA) regulation 29 CFR MUM All onsite, personnel signed the HSP acknowledging acceptance. The document was kept onsite at all times during the field activities. On August 3, 2009, Leighton observed and directed field activities during the advancement of 8 direct -push soil borings by Millennium Environmental, Inc, (lvfiliennum). Millennium's hydraulically -driven drilling rods were 1.5 inches in diameter and constructed of steel with a hardened drop-off steel tip. The sampling tip was decontaminated between each sample location by triple washing in water with a phosphate free detergent water, and deionized water. Solt borings were advanced to a total depth of 8 feet logs and groundwater was encountered between 5.5 to 7 feet bgs. Soil samples were obtained in acetate sleeves at 2 feet logs, 5 feet bgs and/or the soiUginundwater interface. In addition, a grab groundwater sample was obtained from each location. The table below summarizes the sample location depth-,• Boring —Depthto Groundwater feet bas) Sample Depth feet bs) B6 7 2, 5, 7, GW B7 7 2 5 7, GW B8 5.9 2,5,GWGWdupRcate B9 6 2, 6, GW BIO 6 2, 6, GW Bll 5 2, 5, GW BIZ 6 2, 6, GW B13 5-5 2, 5 GW _g_ Of Lekj ton 602497 -OM Soil sample headspace readings were recorded with a photoionzation detector (PID}. The soil samples renamed from each boring were immediately placed in an ice -cooled client for temporary storage, and transported to Advanced Technology Laboratories (ATL) in Signal Hill, a State of California Certified laboratory for chemical analysis. The soil boring logs are included in Appendix C. A total of 27 soil and groundwater samples from the 8 boring locations were submitted to ATL for analysis. Samples were analyzed for one or more of the following constituents. • TPH-g by EPA Method 8015b (C4-Cl2) • TPT1-cc by EPA Method 8015b (C8 -C40) • PCBs by EFA Method 8082 • VOCs by EPA Method 8260b • SVOCs by EPA Method 8270c Standard laboratory quality control procedures were conducted and included the running of blanks, matrix -spike samples and matrix -spine duplicate samples. The laboratory report and results of the laboratory analysis are included as Appendix B and Table 1, respectively. According to the Soil Survey of Orange County and Westem Part of 'Riverside County, the Site is located within the soil type of 'beaches." Beaches is described as sandy, gravelly, or cobbly coastal shores that are washed and rewashed by tidal and wave action (United States Department of Agriculture,1978). Soils encountered during the subsurface investigation at the Subject ,Property consisted of silt, cobbly silt, silty sand, ,poorly graded sand, and cobbly sand to the total depth explored of 8 feet bgs. Groundwater was encountered between 5.5 to 7 feet lags. The Pacific Ocean is located 650 feet to the southwest of the Subject Property and a marina with boat slips in the Newport Channel of Newport Bay is located approximately 180 feet to the northeast of the Subject Property; therefore, the groundwater gradient is expected to be variable. 440 4 Leighton 602447-003 Total petroleum hydrocarbons — carbon chain (TPH-cc, C8 -C40), was not detected the soil samples analyzed, with the exception of B7-5' at a concentration of 41 mg/kg. TPH-cc was not detected in the deeper soil sample obtained at B7-7' or in the, groundwater from Boring B7. During the previous investigation consisting of Borings Bl -B6, TPH-ec: had been detected at a concentration from 16 mg/kg to 110 mg/kg in nine of the ten soil samples. The soil screening levels established by the RWQCB are 100 mg/kg for gasoline (C4 -C12) and diesel (Cl 3-C22), and 1,000 mg/kg for heavy hydrocarbons (C23-02) (CRWQCB, 1996). Two of the samples contained TPH-ce over 100 mg/kg, BI -0.5' and B3-1.3` at 110 mg/kg each; however, approximately half of the TPH was in the heavy hydrocarbon range from C28 -C40. The PCB Aroclor 1254 was detected in four of samples analyzed: B7-2' at 0.36 mg/kg, B7-5' at 0.039 mg/kg, B9-2.0' at 0.35 mg/kg, and 810-2' at 0.28 mg/kg. The PCB Arocior 1242 was detected in two samplesanalyzed: B7-7.0' of 0.036 mg/kg and B12-2.0' at 0.028 mg/kg. PCBs werenot detected in the remaining soil samples analyzed, In the previous investigation consisting of Borings BI -B6, the PCB Aroclor 1248, was detected in one sample, BS -0.5 at 0.048 mg/kg. In addition, Aroclor 1254 was detected in four of the ten samples from 0.022 mg/kg to 92 mg/kg. The Residential and industrial Regional Screening Level (RSL -R and RSL -1) for Aroclor 1242, 1248, and 1254 is 0.22 mg/kg and 0.74 mg/kg for each, respeeitmly.(USEPA, 2009). TPH-g, VOCs, and SVOCs were not detected above the laboratory detection limits in the soil samples analyzed, with the exception that several SVOCs were detected in B7-5.0; feet bas, including benzo(a)anthracene at 0.44 mg/kg, chrysene at 0.43 mg/kg, fluoranthene at 0.47 mg/kg, phenanthrene at 0.46 mg/kg, and phenanthrene at 0.76 mg/kg. All of the SVOCs were below their corresponding RSL-/, and all were below their corresponding RSL -R, with the exception of benzo(a)anthracene (the RSL -R is 0.15 mg/kg). TPH-g, TPH-cc, and PCBs were not detected in any of the groundwater samples, with the exception that TPH-cc was detected in the groundwater from B6 at the northwest corner of the . Subject Property at a concentration of 0.68 milligrams per liter (mg/L). The analytical results are summarized in Table 1, located at the rear of the report text. The laboratory reports are included as Appendix B. A soil laboratory data map that summarizes the detected analytes (TPH cc and PCBs) is included as Figure 3. f -5- Leighton 602497-003 The PCB Aroclor 1254 was detected above the RSL -I of 0.78 nisft in two soil samples, B1-0.5' at 4,2 mg/kg and B5-2.0" at 92 mgikg. Additionally, Aroclor 1254 was detected above the RSL - R of 0.22 mg/kg in three soil samples, B7-2.0' at 6.36 mg/kg, B9-2.0' at 0.35 mg✓kg, and B10- 2.0 mg/kg. in addition, the SVt1C benzo(a)awbracene was detected above the ASL --R of 0.15 mg7tg in one soil sample, B7-5 at 0.44 mg/kg. The California Regional Water Quality Control Board (CRWQCB) has developed maximum soil screening levels for Total Petroleum Hydrocarbons UM above drinking water aquifers. Since there is no adequate measure of risk or toxicity of TPH, the screening levels for TPH is based on the carbon range numbers of the TPH (CRWQCB 1996, Table 4-1). The maximum screening Ievels for soil located 0 to 20 feet above groundwater is as follows; C4 — Cl2 (gasoline mage): 100 mg/kg, CI3 — C22 (diesel ravage): 100 mg/kg, C23 - C32 (oil range): 1,000 mg/kg. These ranges reflect the mobility of the materials; the shorter carbon chain TPH moves more easily in soil than the longer carbon-eba n. Soil with TPH detected below the soil screening levels with no additional hazardous constituents present generally may remain onsite without posing a threat to the groundwater or human health. Two of the samples contained TPH-co over 100 m&''kg, BI -0.5' and B3-1.3' at 110 mg/kg each; however, approximately half of the TPH was in the heavy hydrocarbon range from C28 -C40. Based on the laboratory results, the detected levels of TP14 in the samples analyzed were below the maximum soil screening levels established by the CRWQCB (CRWQCB, 1996). In addition, the Subject Property is located adjacent to Newport Bay and the groundwater 4s expected to be brackish and not suitable for drinking water. The TPI'i-impacted soil is not expected to be a threat to groundwater or human health. The Subject Property is reportedly to be developed with an asphalt paved parking lot for the Marma Park project. Because the proposed development is for commercial purposes, the Site should be remediated to at least industrial standards; however; it is recommended that the Site be remediated to the more conservative residential standards. Leighton Consulting recommends that areas where soil contamination has been detected above the residential Regional Screening Level (RSL -R) be remediated by excavation and disposal to an appropriate facility, The approximate area and depth recommended for excavation is depicted on Figure 3. A depth of approximately 5 feet bgs is recommended for the area with tate exception of B7, where a depth of 6 feet bgs is recommended. Confirmation soil samples should be taken to ensure that the RSL -R target goals have been met, and confirmation samples may limit or expand the area and depth required for excavation to meet these goals. 0 602497.003 It is Leighton Consulting's opinion that the low levels of TPH-cc detected in the groundwater from the northwest corner of the subject property appears to be from an offsite source and is not considered likely to be a threat to human health or the environment or to require mitigation. The offsite source may possibly be from the use of Newport Harbor for boating and marina purposes or from a former gasoline release to soil and groundwater by a Mobil gas station located at 1500 Balboa Boulevard located approximately 90 feet to the east of the Subject Property. If the City of Newport Beach desires a closure letter from a regulatory agency, this report should be submitted to the Orange County Health Care Agency (OCHCA) and an agreement for the voluntary oversight program should be requested. If oversight is requested, the OCHCA requires an approved Remedial Action Plan (RAP) and a'Workplan prior to mitigation, We appreciate the opportunity to serve the City of Newport Beach. Please do not hesitate to call the undersigned at (949)-681-4208, if you have any questions regarding the findings of this m Respectfully submitted, LEICrHTON CONSULTING, WC. Meredith Church, PG 8326 Project Geologist Senior Reviewer: Richard Williams, PG Attachments: Figure l — Site Location Map Figure 2 — Site Aerial Photograph Figure 3 — Site Plan and Laboratory Data Summary Table I — Soil Analytical Results Summary Appendix A — References Appendix B — Laboratory Analytical Results Appendix C — Soil Boring Logs Distnbution:(2 + 4 cd) Addressee ri -7Leighton - p _ U00 +.000 SCALE BEET 6sse%::USn"JB. x, Nag'reTdxas^. flee, Gang f9I8 Approximate Site Boundary q�twm mwmwiw�a.a+mnwrvnw_um... c i jg - r t�(u EGf x5`0.eel SITE LOCATION e4zds7-ag3 49 1516 West Balboa Boulevard Newport Beach, California MAP Date August 2004 Foure i q�twm mwmwiw�a.a+mnwrvnw_um... Ap \iso. t 3tFJ'tt _4 �s1 d-S00U tCt� <0,033 M re ia74 tN ' ttz7:'- Bin awl= t Ap IDD VaAlb 62 <0,..9fY 941-1+9 16 0,02$ 7PHt PC" \iso. t 3tFJ'tt _4 �s1 d-S00U tCt� <0,033 M re ia74 tN ' ttz7:'- Bin ,61 i� 3• IDD VaAlb 62 <0,..9fY 941-1+9 16 0,02$ 7PHt PC" Tit -2.0 <10 c0.033 T1s -5.0 <S0 <0,033 TN.S"riM1' x020 e0.0005 LEGEN a4so6o LetaYim Ord 0 �. a7�a5 adxarttad 9ne20o9 1P4'ac ACSs 89843 aavertcac St92ooa t paC#CW9ra ...0 Na W.033 ACS$ Ao#yci+Wrkwted 8lphenyls.A,ucar 3.5.0 NA c0.033 4242, 7248, arta 7x50 aaemCas; Pew Ba9�na45aaantng Level,. FMA in4uaela4 0I. Ragantlal Pt} Bete FpE&tt NORTHR Caeesm Chav'in (}{yAroca�6uH, * avawa ewvouods a�a4aa A8 lab dato ropor4ed k' MOO Ocln Blvd gri1.(tmater) NORTHR coflar#nd#dates detedon above the ASW of 0.74 W4'K9 and the R9k.Rd 0,22 tn94s4 tarAroolor NOWAli structures have been removed from the site and It to presently VaCent. 12421524875264. Modified from Southam Coldomia Edison Map. 28067-4. &%star tnderr. M606, Newpott Beach Substation electrical Equipment Plat Plan, Revision dated duly 27,1560, Note indicated that oaf in eiechical equipment was mineivi Oil, .SITE PLM AND Aft Pro}ectNo. 602497-003 LABORATORY DATA Boate 1"=151 SUMMARY4; 1616 West Balboa Blvd Newport Beach, California Leighton Consulting, Inc. A ,•,a,Te• Sanas Ceer,x. Eng^iGeol. MDG Drafted By MDC Date September, 2009 Figure 3 � � 1 APPENDIX A References California Regional Water Quality Control Board (CRWQCB), 1996, Interim Site Assessment and Cleanup Guidebook, dated May 1996. Leighton Consulting, Inc., 2009a, Revised Proposal to Perform Additional Site Assessment, Marina Park, 1316 West Balboa Boulevard, Newport Beach, California, Proposal No. P60101173, dated July 17, 2009. Leighton Consulting, Inc., 2009b, Phase I and Phase 11 Environmental Site Assessment, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California, Project No. 602497-001, dated April 3, 2009, United States bepariment of Agriculture, 1978, Soil Conservation Service and Forest Service, Soil Survey of Orange County and Western Part Riverside County, California, dated September 1978. United States Environmental Protection Agency (USEPA). Regional Screening Levels (RSL) for Chemical Contaminants at Superfund Sites. RSL Table Update, April 2009. A-1 ��, '� �t .� ..,:� ,t'�k. March 26, 2009 Meredith Church Leighton Consulting, Inc. 17781 Cowan Street iiviste, CA 92614 TEL: (949) 681-4208 FAX (949) 757-7230 RE: Newport -SCE Parcel, 602497.001 Attention: Meredith Church `tby..w aasaga�� a x ELAP No.: 1838 NELAP NO.t02107CA NEVADA.:CA•401 CSDLAC No,: 10196 'VVorkorderNo.t 104410 Enclosed are the mstths for samples) received on March 10, 2009 by Advanced Technology Laboratories , The sample(s) are tested for the parameters as indicated in the enclosed chain of custody in accordance with the applicable laboratory certifications. Please feel free to call me at (562)989.4045 ifI can be of huther assistance to your company. Sincerely, Eddie F. _ "guez La ry ibirector The cam letter is an intgpl part ofthis aacttyticai report. TWI LaboratoryRgKXt cannot be reWoduced in pact or in its entirety without written permission from the client and Advanced?echnolosy Laboratories. aa Advanced iechnotagy j of 4 laboratories , 3275 Walnut Avenue Signa Hitt, CA 90755 tel, S62 989-4045 Par.- 562 989.4040 igwliyms V Advanced Technology Laboratories Print Date: 264far-09 CLSEN're Leighton Consult a,3, Inc. Client Sample tD:. B1-0.5 .. Lab Order: 104410 Collection Date: 3/10=0911.10:00 AM Project: Newport -SCE Patted, 602497-001 Matrix: SOIL Lab ID: ID4410-001 Aaslysas Result PQL Quit Units DF Data Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA $015S(M) RuNO� 004_090317A CC Batch; SSW PrapOste: VIM= Analyst: CBR T)R +ytlrOcarbow,08-C10 18 10 mWK9 1. 3A71190004.19 PM TIRI+jhaeamormc10-018 ND 10 rtsBtK$ 1 3/1709090d:19 PM Trot`....ors. Cie -C28 32 10 m2rlttF t 3n711 04:i.9PM Y1.. =bans C28-C3S R. 33. 10 fmft 1 3127nW904;19PV TrRll ti vv C38 -C40 23 10 MWN t 37'Ftit9904:.i9PM T/R.Hpdrom. w..:08.040 Total Ito 10 MO/Ke t 37171190904:19PM Sum wramhanyt Ila S7444 %REC 1 3117M90304.19PM PCBS BY GC1ECD EPA 35$09 - EPA 5082 ' Rurda, =_C9 lea OC IlWch'. SS914 PmpDala- 3+1812005 Analyst HL Araeos 1018 ND iS Poo t VS12009 09;01 PM kvgot 1221 ND 33 µ4+`K9 t 3T1S72009 Mot PM A" lor1232 ND iS p91K9 1 1111812009091101;W AMeW 1242 ND 1S Filft 1 37187200909:01 PM kodor 1248 NO 18 Kato i 3/1S12G09 09:01 PM Awrka 1254 4200 330 ulift 20 3117F20091026 AM A,l*dw t280 ND 18 µ944(q 1 311012009 09:01 PM Amdor 1252 ribs 15 PVY9 1 VIV200905totpu Amdar 1258 ND 18 ta;X4 1 33&=9 05t01 PM Sun: mb0sany4 77.8 50.124 %REG 1 11t Moog 09:01 PM Surr. t'Sau h?orobiphenyl 104 30-124 %REC 20 3A71200910 24 AM Surr.Talraehlor m -xylene 8213 40.115 %REC t 3NSfi00009:01 PM Surr, Tatrac),10r m -xylan 71.8 40.118 %REC 20 3/1712009 10:25 AM SEUIVOL.ATILE ORGANIC COAIPOUNDS SY GC1MS SPA36508 EPA $270C %MID,, MSS 090320A CC Barth: $4042 Prog.Data:. 3,'21 2m ARatyst DUP LZ4 ftNombe zana NO 330 pg4 1 3p20=912:4S AM 120chiorobenwe ND 330 WKS 1 3!246009-1248 AM 1,3-Dictslwobanrane ND 330 PwK8 1 31247300912:48 AM 1A�Vkhfambenum NO 330 wKe 1 St2400912:48AM 2q8-Tnci40rophenol ND 330 PwK0 1 V241M 1148 AM 24.:8-TrfiC:"4o¢ptdrmrtW NO 330 sa9K9 1 3124120091243 AM 2,4Ctirl±blcprianot w 1500 µ9+'K9 1 324!20091248 AM 2,4 a^.athyiphsnol ND 3'30 KX9 1 024=091248 AM 2,40n Uophanot NO Iwo 901 1 32dr20091245AM Quahaers: D Analyte deteelwi ea tho associated Atedsad 9kak S Value abow quandedan range FT Notdingdmes for pmpawtloa ar analysis a<camkd NO NotDateatedat the Repoving Limit S 5pl8dSutto$ate auu4aaP5mut due tamaaix fia!artlreaca Rasulnsara wetudess athmuixs:s}cei5e$ OO SramgataTh wed Out' AA'V&Utd reAbaokff LjbvratnrA% 9275 Warn rr #vmau 3141147!£# C f 9PT33 %T: 363. 4594943 Fos 36? 989. tUFO 2 of 43 ANALYTICAL RESULTS Advanced TechnotoV Laboratories ?tint Date. 76 -Mar -09 CLMN'T: Lm6t'on Consuluns, Inc. Client Sample IDt a 1-0.5 ...... Lab Order: lW10 Collection Date, HtlnOO9I11000AM Project* Ne"otl-SCEPateel,602x97-001 Katriat. SOIL Lab UL, w ®... -10441A,141 Analyses Result PQ.L Quaff Units DB Date Analyzed SEMIVOt,ATILE ORGANIC COMPOUNDS SY GCIM3 EPA 35506 EPA $2700 Rungk M$4 080320A t3C satoBt 64042 PropDate: $)=2009 Analyst OMP 2A40nitmtleuana NO 390 ygxg 1 31241200912rt8AM 2,00,9 fyasisma NO 330 W4 1 32420091248 AM 2-phwrorr yhiha4leita. NO 330 VWX9 7 3724200912:48 AM 2-CM000girop! NO 330 paft 1 X2412009 12.46 AM 2 -wit 4nagntim"oft NO 330 Aft 1 3242!:0912•48AM NO 330 pgdt9 1 3242OW 12:48 AM 2 -Nitro NO ism pgMg 1 324200912:46 AM 240folmone. NO 320 fl9"K9 1 324,200912:48 AM 313,411wh 1ki" NO 660 494 1 3t24t2FN1912:48AM 3• rent NO 16011 pg4tg i 32444091Z48AM 4A 2 tit itattol NO 1800 1*4 1 3124 c�° X9 i2;48AM 4.8 sv q+anytasher NO 330 99+P9 1 =4K009 f 2:48 AM 4<Okn+em-3m+aor NO 680 4111<9 1 324200912:48A 44ldon,,ara" NO 860 w1C9 i 3.24200942'48 AM 4OtaormP`'tK`41#1a+1Ad84 NO 330 iu,914 1 3242009 72:48 AM 4-Matm}.phatrW 140 330 }+'Kg t 3249200912:48 AM d.NOmaMRr-e NO 1900 W109 1 3Q4200912:48Ait 4-NYro0heim NO 1600 1102 1 324200912:48 AM Ace oMOiene NO 330 11911<9 1 324200912:46 AM AunWhthytena NO 330 "fKg 1 3124200912:48 AM Anthracmne NO 330 ug1Kg 1 324200912.48 AM 8enzioNa(M) NO 1800 pg(Kg 1 324/200912:48 AM 8anzo(a}enlhracene NO 330 pgft 1 324200912:48 AM 8anzo(a)pyrano NO 330 pg/Kg i 324201Y912:48 AM 8onzon)Roctanthe" NO 330 VWK9 i 324)200912A8AM Bozo{g,h,ljprryleno NO 330 WK4 1 324200E 12:48 AM 8wn(k umtailhena NO 330 In;ft 1 3124200912:48 AM 84naomactd NO 1800 W99 1 32412009 Z48AM 86ayl*cohol NO 660 194C9 i 324+20091Z48AM 2-"rcnthoxy)umnane NO 330 I -aft t.. 324`200942:48 AM [9a,2chtnaemfh117aihor NO 330 99+X9 1 324240012:48 AM 04{22 .. ptcppt}akhae NO 330 KN 1 3242D0012A8AM 8is(2 eEsyvxzl4)ptrtlalate NO 3,W Wift 1 3242!10912.48 AM wMa NO 336 W(9 1 3242)0912:48 AM C:hryseae NO 330 Will 1 324;`200912748 AM 0t-rtACutylphtnalate. NO 330 p0a 1 3a4,2Ca3.512.:48 AM Quake €i 8 Anat)m deal In theassttta ld United Blank E VA%u amtave quaaflxlx taage 8 {Iaklhtg Ames EupfepataGvnerauat}sicexceeded NO Not keac[4dstt4e Repoivna Limit 8 Spik sancatte otme"Inoitimiu due to matrix mburemmce Kt%dx am wet unless cttrawisasgeci64d DO 6urmpte Diutcdout Adroaced TiteAnblw„v Labort4wes 3273W4£aurAvenue, StvidHill, CA 90753 Tel. 562,999.4645 F=- 561989.4#40 3of43 ANALYTICAL RESULTS Advanced Technology Laboratories PrlutDatet 26 -Mar -09 CLY,,VXT» Leighton Consulang, Inc. CF3eatSampleYD.81-05 Lab Order: 104420 Collect on Date: )AW0091110-00 A:Xt Project: Newpon-SCE Parcel, 60249"-001 Aviatrix: SOIL Lab W.- 104420.001 Analyses Result PQL Qual Units DF Date Analyzed SENIVOLATLE ORGANIC COMPOUNDS BY GC%$ EPA $WOS EPA 82700 Runla MS6_090320A 620 Batch: 64042 Prnpt3aie: Own- ctyfprdhande NO 330 pwK9 O46enz(:a,m,"th.: NO 336 p02 rbermau.tan NO 336 :.41* Mathylph NO 330 WKS OlmethytphthafaM NO 330 POW4 Fiuorer,6rene NO 330 "X9 Itoran4 NO 330 p91K9 Flex ® NO 330 $*X9 tot NO 800 pm »exp ne No 660 VO4 Haxachiaroetnai>e NO 330 *1K9 Ir.$enc(1,2,S d6ylryedtte NO 336 VWX9 9sap".droll: NO 330 p50f9 Ft-N?PfWaddt n'ph%p NO 330 p9/K9 +phnny!amina to 332 pVK99 Naph%ttnSerre to 330 99ft Ninnnanzena NO 330 p04(9 Pen;adti%otonpl NO 1606 pq±K`9 ` F'wzefiaati9srens NO 330 st9 phafts NO 330 p9ft Pyrene NO 330 ti9f5 Surr 1;2- mbcnzeneE4 96.0 49.103 %REC Sun: 2A.6Ti@romophenol OA90 47-129 6 %REC Sum 2-0hbroph0A0k4 22.5 54-109 6 %RFC Suri 2-FkwobOwO 408 59.10E %REG Sar 2 15,9 60-111 n%REC' Sum 4-Teryteny1-d 14 112 59-135 %RSC Sum Ndmbomeme-d8 106 64-115 %Me Sum Pnamws 88.9 58412 %REC 32012009 Analyst OMP 3246691248 AM 32420091248 AM 3,2412 1'2,48AM 3:242609 22:48 AM 312 412 643 12;48 AM 3124)260912:48 AM 3AW200912:48 AM 324466912:48 AM 3t2A.: M 12,48 AM W240691248 AM 32420091249 AM 324200912:48 AM 324200912:48 AM 344r+ 6512:48 AM =400 1248 AM 312420091248 AM 3(2412009 1248 AM 3124120091248 AMM 324,20061248AM :b' Q0091246AM W44=912:48 ARA 2*4Y200912:46 AM 324260912ASAM 324=912:48 AM 3124)200912:46 AM =442M 12411 AM 31241200512.48 AM 31242009124SAM 321400912'48 AM Quallram & £ Yalae abovc4^aaa6tsdon cmgc H BeldiaS times torpRFYdatlortaanalyru cx.tMed N7] Na Deraca:3 at the $;epodingCimir 3 SpikN5unaaate oubi& ofilmits due N maanx iahrfeereA &sults aro wet unleu othacwiacspeNiud OO 8mroVw O6tned Out Taney �� 3275 WalnutAvenue, SYgrraiXtjF, CR 90735 Tal; Sb2.48R44i5 Fax: 562.989.4049 4 of 43 ANALYTICAL RESULTS Advanced Technology :Laboratories Priat Date: 26 -Saar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B1-2,0 Lab Order: 104410 Collection Date: 3!101200911:20:00 AM Project: Newpor,'-SCS parcel, 602497-001 Matrix: SOIL Analyses Result PQL Qual Unita DB Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT• EPA 8015B(M) RunIR: GC8 690317A OC Batmt 53888 Prepoate: 31152009 Analyst CBR T/RHydrocarhons:CS�C10 NO i0 mg1Kg 1 3/17/190910:56AM T/RHydracarbons; ClnlB NO 10 m91K9 1 3N7/190910.66 AM T/R Hydrocamons: Ci8-C28 NO 10 mg/Kil 1 3M7/190910:56AM WRHydracarbcns:C28-038 NO 10 m0ft 1 3117/190910:56AM T/R hydrocarbons: C36.040 ND 10 m9ft 1 3!171190010:58 AM TiRHydmeatborm: C8-C40Tctai ND 10 "Twq i 3M7119091016AM Sum p-Teiphanyt 115 57-144 %R6C i V M90910:58 AM PCB$ BY GCIECD EPA 35508 EPA 8082 RunlD GCS_0903168 OC Batch: 53874 PrepDate: 31162009 Analyst; HL Accdwl016 NO 16 p91k9 i 3167200908:31 PM Arodor 1221 NO 33 0911(9 1 31161200908:31 PM Amelor 1232 NO 18 U9f9 1 3/16200908:31 PM Arodor1242 NO i6 pgfiCg i 3116200908:31 PM Amclor1248 NO 10 Poo '1 316200908:31 PM Aracicr 1251 NO 16 pgfKg. 1 3/16200908:31 PM Arocicri260 NO is WN; 1 316200906:31 PM Aroolw 1282 ND i6 119fK9 1 3116=090"I PM ArdWI268 No i6 pq(Kg 1 3/16moos W31 PM Sum Decactdcroblphenyl 76.6 30A24 %REC i 3164200908:31 PM Surr. Tetrachlorotn-xylene 84.1 40.118 %REC 1 8116/20090&31 PM Qaa00em, B Analytedemcled in the asaccfated Method Blast E value abovcguantilatemrange H [iotding efma forpmparattan orarn[ya exceeded NO Not Detected at Bre Reporting Limit S Spike/Swrogato Mside of limits due to mau{x min*mcce Reeattsamwet"I sothe• isespwificd DO Su¢osawnUad Oat .idrancad TeekaalaAv labdratorfa 3375 WdrtutAvenue, Si;na[RA CA 907S5 Tek 562, 989.4045 Pax: 562.989.4040 5 of 43 ANALYTICAL RESGILTS Advanced Technology Laboratories PrhttDate: 26 -Mar -09 CLIENT: Leighton Conaultaitg,Inc. Client Sample W:BIOS Lab Order; 104410 Collection Date: 3/1012009 11:30100 AX Project: Nenort-SCE Parcel, 602497-001 Matrix: SOIL Lab ED. 104410.003 Analyses Result PQL Quill Units DP Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 80i5S(M) FWD-, GC8_090317A OC Batch: 53888 Prepthda-, 3116=09 Analyst CBR TIR HydmcarbcnC06-C10 55 10 m999 1 3117119090t38PM TIR Hydrocarbon✓„ C10 -C18 NO 10 m90c9 1 3M 71190901:38 PM T+RHydmcWbwr:Ci&C20 ND 10 mgrKg 1 31171190901.38PM TIR Hy6mcarb*W C28 -C36 ND 10 m9IKg 1 3/17/190901.38 PM TtRHytlrocarbona: C36 -C40 ND 10 m¢Kg I 3!1711909 0118 PM T1R Hydrocarbons: 08-C40 Total 56 10 m91Kg 1 37171190901:38 PM Sum -p -Thenyl 111 67.144 %REO 1 3117119090t36PM HYDROCARBON CHAIN IDENTIFICATION EPA 801 SS Runm. GC2 690319A CC Batch: EOM078 PrepDate: Analyst KHN -r,RHyiirocamWW C4 -C12 NO 110 m914 1 31191200902,22 PM Sum BromoBucrobenzene (FID) 90.9 59.145 %RPC 1 $12912009 02:22 PM PCBS BY GCIECD EPA 35508 EPA 8032 RIXIM GC5_090316B OC Batch: 53674 PrepData: 3/1612009 Analyst HL Aroabr1016 ND 16 W.PK9 1 3116200909;30PM Aroclor 1221 ND 33 plift 1 3MBi200909.3413M Aroctor 1232 ND 16 p999 1 311 Moog 99:30 PM Amcldr1242 ND 16. pgiKg 1 31161200909:30 PM A=ku 1248 NO i6 p4A9 1 37161200909:30 PM Amctor 1254 ND 16 pg/Kg 1 3M6l2009 09:30 PM Araclor 1260 - NO 16 1+9/1(4 1 $1182009 09:30. PM Arcdor 1262 ND 1S pg7Kg 1 3M 612009 09:30 PM Amdor 1268 NO .16 p91K9 1 $116/2009 09:30 PM Sum DecachbroblphanyY 72.6 30-124 %Me 1 3716200909:30 PM SurrTetrachbro-m-ayiene 80A 40418 %REC 1 31161200909:30 PM VOLATILE ORGANIC COMPOUNDS BY GC1MS EPA 82608 Run10: MSS 090310A OC Satoh: TOSV$076 Poapoete: Analyst HH 1;1,1,2-Teuachlbrcethane No 6.0 plift 1 M9200902:35PM 1,1,1-Triohlproethana w 5.0 p91K9 1 3M912009 0236 PM 1,1,2,2-Tetrachbroethane NO 5.0 P09 1 .31291200902.35 PM 1,1,2-TdcMoroathane ND 5.0 plift t 3719120090235PM 1,1-Dicitomethane ND 6.0 p91Kii 1 31191200902:36PM Qaa56en: B Analyte dewedin tka awoaiatedWhod Blank E Vilueabotro quanmm�on range H Holding timar &r petpamtion aaoalysis exoeeded ND Not DehdedatiheRepontngLimlt S Spike'Sutmpte outsideofllmi5 due to mattixiottrtere<xe liesats arew¢uatars otFKtwisespe:lfiad DO Smogate Diluted Out Advanced Terhnalogy 3377 FYalmgAvenus, Sigtral Hill: CA 90755 Tek 562.989. 4043 F'a>~ 562.,989,4040 ZabomiorAv 6 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample iif: B245 Lab Order: IW10 Calleetien Date: 31101200911:30:00 AM, Project: Alewport-SCE Parcel; 602497.001 Mateic: SOIL _.._..._ ......Lab.:ID-._....__50442A1103_.._.... Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC1MS EPA $2600 RuntD: MS5_090319A nix Bat(A T09VS076 Preposte: Analyst HH 1,1-Dwainethene NO 6.0 WKg 1 3119120090235 PM 1.i-DkAbropmpsne NO 5.0 {gr7Cg 1 3119/2009 0235 PM 72.3-Tticiitorat>Bnzeno NO 5.0 Pg1Kg 1 31191200902:35PM 1,2,34fle toropropane ND 6.0 1.19/K0 1 3/191200902:36 PM 12.4-Trichloiabenzene. ND 5.0 p91Kg 1 3/1 W00902:35 PM 12.4-Trfinethyllwzene NO 60 pg/Kg 1 3119200902:35 PM 12-Vibmmo-3-c iloropropane ND 10 µ0A(0 " 1 3/1912009 02:36 PM 12.01'bromoathene NO 6.0 pg1K9 1 3119120090=61'M 1,2-DIcHondiarmne NO 6.0 pgft 1 3119200902:35 PM 1,2-DWYewoethane ND 6.0 pgOCg 1 39120090235 PM 1,2-Otohtompropane ND 5.0 pg/Kg 1 3109120090235 PM 1;3.6-Trimethyibenzene ND 6.0 pgMg 1 311WOUlt 02.35 PM 1,301chtombanzena NO 510 pgMg 1 311912009023513M 1,3.01cNoropmpane ND 5.0 11019 1 31M009 02'35 PM 1,40chforobenzene ND 6.0 pg1Kg 1 3119120090236 PM . 2,20chWoproPana NO S.0 po/Kg 1 311912009 02:35 PM 2•Butanone ND 50 pg1Kg 1 3119/200902:35 PM 2-Cinomtoluano NO SA pg/K9 1 $11 94090235 PM 24iaxanone ND 50 p91Kg 1 3i19P200902.135 PM 4-CMorotDW9iie ND 5.0 pgMg 1 311 W2009 02,35 PM 4lsoprop5itotuana NO 5.0 pg/Kg 1 3/192009 0285 PM 4MaOrk2-pentanone NO so pgil(g 1 3mmooe 2:35PM Acetone ND W pgMg 1 3/19=0902:35 PM Samoa NO SA pg/Kg 1 3/19200902:35 PM Btamooenzene NO 5.0 pg/Kg '1 31191200902:35 PM Ummochiommethane ND 5.0 pgft A 31191200962:35 PM Smatodichloromethane NO $.0 lJoft 1 31191200902:35 PM Bromefama NO 5.0 pg1Kg 1 3119!2009 0235 PM Etomomethane ND 5.0 1191K9 1 3/1912009 02:35 PM Cadann dlau9tde NO 6.0 sWKo 1 311912009 02:35 PM Carbon tetrachloride NO 510 pgMg I 311 9/200s 02:35 PM Chlorobenzene ND 5.0 pg/Kg 1 3/1012009 02:35 PM Chlomethane NO 6.0 pg/Kg 1 ati llr 0otl 0235 PM Chloroform ND $A pt;ft 1 3/1912008"02:35 PM Chloromelham N6 5.0 pg/Kg 1 3119020090235 PM a(3-1,2-OIthWmathene NO SA pg/Kg 1 31191200902:35 PM Qualiflers: B Analyte decocted in the twodated Method Blau E Value above quantitidon nage H Holding times fw prapamSeo o, analyse exceeded ND Not Detected at the RopaMng Limit S Spike/Surrogata outside ottindu due m matrix interference itesuttsarawet unless otherwise specified DO Strtmgate Dduted Out .. Advaared Falebttolb y, �1. wry s 3275 Walnut Avenue, SignaiSill, CA 90755 Tel, 56Z. 989,4045 "=S6198-9.4040 7 of 43 ANALYTICAL RESULT'S Advanced Technology Laboratories alit Dare. 26 -star -0.9 CL[E*,T: Leigh,*tan Consulting, Inc. Lab Order: 101410 Project: Noun -SCE Pane], 602497.001 Lab ilia 1014IM03 Analyses Result ... Client Samp7c M 132-0.5 Collection Dote: 31101200911.30:011 AM Matrix: SOIL , P,1L Baal Units _ ..�,. DF Date Analyzed .�. VOLATILE ORGANIC COadPOUNDS BY GCMS EPAS260B Runfa MS5_090319A SOC Bath; T09VS075 PmpData: Analyst HH cio-1.,34NchtMinapene NO 5.0 Pi f9 1 3/197200902-30 PM ot.lsopropyie0w NO 5.0 Poxg ° 3H3f200902:35PM f,M,imttaoc Ceana NO b9 ;0x8 3t WOM02.;35PM Dalrononaftne NO `.5.0 t t9 1 W912309 W-135 PM Erkafltwataflueromalhana NO 5.0 pefg 1 3119200902:35pM E0'yt Ausmte NO 50 pgiKg 1 3119!200902:35 PM E9yd Fther ND 50 Pttg 1 3119-20090235 PM Ethyl Tettdxdpl slllor NO 5.0 1 VIMM 0235 Phd rtybmmrs NO 5.0 Kft 1 3,+t9PNn.`90235 PPG Fraan•113 NO 5:0 tsl4±9 1 91".97200902:35 PM Haxachlombuwe Lina NO 5.0 p91K9 . 3ft91200902.35 PM lodomethone NO 60 paft 1 31191200902'35 PM feopinyrytbermare ND 6.p ug99 1 31192009MMPM m wXyorne to 10 Pift 1 Sri 02°.3$ pM AOeUtyTals :. 4ds NO 5:0 VWX9 1 WISMMM36pm MTBE NO 5,0 P31K9 1 3091 02:33pM n 9utyibane NO 5.0. weft 1 3H 9200902:35 PM n-pmplibaaaana NO 5.0 µ9M9 1 3119200902:35 PM Naphduleno NO $.0 p9ft 1 3M9id.00902:35PM aJt. HCS 5.0 wX9 1 St19,200902:3SPM sec•Buty'banaena NO 5.0 1r K9 1 33192009M.35pu 9tyrans NO 5.0 p9x9 1 3i19200902:35PM TmtPamyf methyl elhaf NO 6.0 p9a19 1 31181 -0902:35 PM Tort-BrWno! NO 100 pwq 1 311980090235 PM i 'sway NO 5.0 pift 1 3t1tM2.009;)2:35 PM 7etrac. NO 5.0 PV4 t 311"009 02:35 FM Toluene NO 510 Kft 1 3t1SwxS0Z3BFM irauM-t.2-OleiBnroelRens NO 5.0 W31K9 1 3t19t200902:35PM VUs-1,3.OieNoropropene NO 510 µg/K9 1 37191200902:35 PM TOcNoroaMmm NO 5.0 1411(1) 1 3!19200902:35 PM T<"ldstowflucmmetilane. NO $.0 PD3(9 1 3'191200902„35PM vmyl amnaft NO S0. J4K9 1 3ti9±20 94235 PM Wnytehionde ND 510 411<9 1 3119±20090275 PM Xylenes, Toms ND 15 p91K9 1 SAW00902,351oM Sun: 1.2-01iiaome;t+aned4 9415 70130 %RCC i 3!19200902:35. PM Surra-RomoOuorobanzene 100 70.130 %RCC i 3Mg,20,'M'02;35 PM Qualinem: B Rnafiylm deacXeti It tlresaaocSsiedAfetSicdB tae E V"abmgmwwli;nmop R Holding maes forp:eyaaatoa eramilyso "Mans NO Not Detecudaa4M 9epunina Limit 5 SpilaiSuKogatc a:lu"••de oflimits d+rcwmatnt interference &esuta ace wet Was odveivbo syr6601 OO SunopwDilutedfh:t Advanced 7i.040lo„ v rbanturnrs 3.773WalowAvenue, SfgnolSill,CA 90753 Tel: 362, 959.4645 Fax. 362.9&9.4640 8 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print nate: 25-Mar-09 CUENM Lclgb to Consulting, 1= Client Sample ID: 5245 Lab Order: 1044GO Collection Datc 311OP20S I t.30:00 A\I Project:-4twpert SCE Parcel, 602497-001 Matrix: SOIL. Analyses Result PQL« Qaal Units DP Irate Aaalyud VOLATILE ORGANIC COMPOUNDS BY OCINtS EPA $2608 Ranln. M65;090319A (IC Satchr T0ovamit Propoeis: Analyst; HH Star DibmnvftV*r0MethwV 5416 70730 s %RSC 1 3l192009 02:35 Pm S= TolUere-ES 10+9 7t-130 %RSC 1 W, 900 PM Quali6eas: S Aantym tai.Ib dic gatcetated MSFad HWak E Yatacahmc gUealiWi45[t rnnya it ftcuing iaasa &tt oraamlysCx excecaiard tin i±�netes�d at6kx Reisoatnet,Cmlc S SptsUSunosrtteoatroi4eotdlasitx dacmxnarx intxf2roesca Rzadts ate ar, mttwso `. s�-a5td no Snnaaete..W's w Adraactd 7ev:haoto tabomfides 9275 Walnut -4v mue, SW994 CA 90735 rkl 562. 954.4049 Pax, 362.989.4640 9 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories rrintDate; 26-;uar-09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 82-1:5 Lab Order: 104410 Collection Date: 311012009 11:36:00 A,YI Project: Newport -SCE Parcel, 602497.001 Matrku WI. Lab M; 104410-004 .H Analyses Result PQL Quaff Units DF Bate Analyzed HYDROCARBON CHAIN IDENTIFICATION 13 10 4UFT , EPA 80158(M) FkmlO: 008090317A OC Batch' 53868 lompoate: 3116/2009 Analyst CBR 7/R Hydroradwns:Ce-Cto 62 10 mgn(g, 1 V17190S 02',05 PM T/RHydrocarbonsC10-G18 ND 10 mgA(2 1 ` 3117/196902:06PM T/Rtydmc9ft mC18-C28 12 10 MuNg 1 3117119W 02,05 PM TIRNydrocarbons: 028.038 13 10 mgtKg 1 mmil0902:06PM TIR Hydrocarbons:. C36-010 NO 10 mg,%g 1 3117.'1909 02:06 PM 71RHydrocarbom C8-C40Total 78 10 momil i 3171180902.05 PM Sum P-Tetphenyl 114 57-144 %REC 1 3117/1909 02:05 PM HYDROCARBON CHAIN IDENTIFICATION EPA 80158 Run@: G02_090319A QC Balch: E09V$078 Prepoata: Analyst: KHN T1RHyaincarbona:C4-C12 NO 1.0 mgrKg 1 3191200902:37 PM Sun: 8mronuomhenaane(FID) 89.0 59.145 %REC i 319/200902'WPM PCs$ BY GC/ECD ` EPA 35$06 EPA W82 "IM GC8_090316B OC8stch: 53674 PrepDate: 3116/2009 Analyst HL AmclorlolS ND 16 pglq 1 316106g 10'00 PM Amclor 1221 ND 33 pg/Kg i 3(161200910:00 PM Arodor 1232 NO 16' µ91K9 1 31612tHd91"o PM Arodor 1242 NO 16 pgiKg 1 31181200910:00 PM Arodor 120 NO 16 µo9 1 316100910:00PM Arodor 1264 ND 16 pg1K9 1 318100910:00 PM Arodw 1260 NO 16 p9mg 1 3/16/200910:00 PM Amelor 2262 ND. 16 p9/K9 1 3/16100910:00 PM Amdor1266 NO 16 µ91K9 1 311610091000PM Sun: Decachlombipheny4 84.8 30-124. %REC 1 8116100910.00 PM Sun: Tevachlo - -xylan 94.3 40.118 %REC 1 316100910,00 PM VOLATILE ORGANIC COMPOUNDS BY GGMS EPA 82608 RuntD: M29 090319A OG Batch: 709VS076 PrepOate: Analyst HH 1.1,1,24etracfhloroethane ND 6.0 P9/K9 1 3/191200902:53PM 1,1,14r(chlomathane NO BA µ91K9 1 3/191009 02:51 PM 1.1,2,2 -Tetrachloroethane NO 5.0 p9Mg / 3/19100902:53 PM 1.1,2-17dchla tlwe NO 5.0 pg/K9 1 31191200902:53 PM 1,10ohloroeflhans NO 5.0 pg/Kg 1 319100902:53PM QuAners. B Analyte deucted in the associaud Whod Bland. E Volue above quantitatioa rnip H Holding 6ma forprVivotion uraealysis a etoicd NO Not Daectedsaft Reporting Limit S Sp0m7SuaogaM outside oftimifsdua to=mix rmerfoce Resalm atawatao(essodhetwtsestxet8ed DO Suaogate Diluted Out AdvancedTee4wakV J�rbararorier $275 Watnut Avanae, Signal Xdt, CA 907S5 Tef: 561989.4045 F= 56-1989.4040 111 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Maar -09 CLIENT: Leighton Consulting, Inc. Cheat Sample lot M - L5 Lab Order: 104410 Collection Date: 3/10/2009 11:36:00 AM Project: Newport -SCE Parcel, 602397-001 Afatriz: SOIL Lab ID, - -n _-10M-004 ...._ Analyses Result PQL Quoit Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC1MS EPA 82508 RuniM MS5_090319A CC Batch: T09V5075 I PrepDate: Analyst: HH i,1--p±chlotne9rene NO 5.0 v9/Kg 1 311W00902:53PM i.1-.OkhiamPropene NO 5.0 119Rt9 1 311920090253PM 1,2;37'dGilcretienzenb NO 5:0 P91KG 1 311920090253 PM 1213-Tnehimpropene NO 6.0 p9X9 1 W,9t200902S3 PM 12.4-Tdehlerobomens NO 6.0 11911<9 Y 3H9i200g02;83PM 144TAmethyroartoome NO 5.0 WK9 1 319200902:53 PM 1,2-f,Nbromc biopropene ND 10 P9/K9 1 3/19200902"MPM 42-Dibromoe0wna ND S:D P91K9 1 3119f200902:53PM 1.2-01chforobenzene NO 5.0 WKg 1 WiV2009021,53PM 1.2-DkMoroothans NO 5,0 P9K9 1 3tf91200901-59 PM. 12-Dichlompropane NO 5.0 991K9 1 3119/200902:53 PM 1.3,5 Tdmethylbenzene NO 5.0 pgn(a 1 3119200902:.53 PM 1,&Dtchtambanzeno. NO 5.0 P91K9 Y 311920o90253PM 1,3.0chiorapmPane NO 5.0 PB/K9 t 3/19/20090253 PM IA-Vochlnrobenzene NO 5.0 I;Vxg 1 WIM00902:53 PM 2,2-Dchlompropans NO 5.0 pg7Kg 1 31920090253 PM 21sutsnono NO 50 µg1K4 1 W19200902:53PM 2•Cntorotbhiena NO 5.0 p9/Kg 1 3/1920090253PM 2•Hexatwne. NO So µgft 1 3/19200902:53 PM 4-Chlarololusna NO 5,0 pg1Kg 1 3/19200902:53PM 44wPropyfw1uere. ND 5.0 pgft 1 31:9200902.:53 PM 4AWhyl-2-yedtanone. NO 5D µ91K9 1 31Y92009=50PM Acetone NO 5D pgft 1 319200902:53 PM Benzene NO 5.0 P9/K9 1 311912009 02:53 PM Bmmobenzere NO 5.0 WKS 1 31920%02:53 PM Bromachioromathane NO 5.0 P9/Kg 1 31191200902:53 PM 8mmodicHommethane NO 5.0 P91)(9 1 3/920090253PM Bromo/arm NO SR pglKg 1 3119td00902:53pM Bromo nethene NO 5.0 pg/Kg 1 31192009 D2:53 PM Carbon d1sufrde ND 5.0 pgft 1 311920090213PM Camanfebabhloride NO 5.0 pgntg 1 3/191200902:53 PM Chtorobomene NO 5.0 Pg/K9 1 3/19/200902:53PM Chtoroe0rorto NO 510 1196{9 1 3/19200902:53 PM Chiomform NO 5.0 ygft 1 3/192009 0253 PM Cnloromathana NO 5.0 pg/Kg 1 311920090253 PM cis-12.Oichkrrotthene NO 5.0 Vq/Kg 1 3119200902:53 PM Quallnen: B Analyte detected in the associated Method Stank E Value above gwatittdon range H Holding thnes farprepandon m anlysis ezeeeded NO Not Detenedot the Reporting Lirdt S ResuUs amwet Won odurHisespeclfied DO SmmgateDilutcd Out Adiwwd irxJmsta y yx may 3275 Walnut Avenue, Signal HUI,, CI 90755 Tel, $62. 989.4045 Fax; $62989.4040 11 of 43 kNALYUC.AL RESULTS Advanced Technology Laboratories Print Data: 25 -Mar -09 CLIENT. Leigamt.C'naultin,Inc, Client Sample IV: 112-1.5 Lab Order: 104410 Collection Date: 3110/2009 1134:00 Awl Projecu.. Newport -SCE Parket, 502497-001 Matrix:. SOIL Lair ID, 1044IM04 Aaslysen _.�.�,. ResultVPQL Qusi Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82608 "MD: MM_49IXs19A CC Said(: TOWS076 Prepooie: � Analyst HH cls-1.3•liia:tttomntepene ND 610 y9n(9 1 3M9j2M02:53PM tk. pyt evw NO $.0 WKO 3 3119/200902$3 PM Dthmrr na No $:0 1 3119t2002:53 PM :. (harts NO 6.0 OWN 1 3X1 02:53 P#d tMk3k` a0laaae N6 $.0 µ971C9 1 3"V20,000183plo Ethy[Acatata NO 50 PgfQ 1 3119206902:S3i>M t-thylEther NO 50 1,09 1 3H91200902:53PM Ethyt Tort-butylainer NO 510 Pg)Kg 1 31191200902:53 PM E1hy4benza NO 6.0 pgfl(9 - 1 31191200902:53 PM ftomt-113 NO g.M, V91KI 1 31I200OM53PM H#Xa¢hlomba a NO 6.£S WK4 1 311#3Si7 M.63PM "no NO 5.13 ltgtitg .. 3Yt9120090253PM IsoompybomM? NO 5.0 v9*4 1 3N 9."10990#:53 PM m,P.Xytene ND 10 P9xg 1 WI%10090263PM Mathylonechlando NO 5.0 Pgft 1 3119200902:03 PM MISE NO 6.6 Vgx9 1 3119[20A962'.53 PM - n-6atyltenzene NO 5.0 v9ft 1 WW2009(1253 PM rrpropytboltz" NO S.0 OWN9 1 WI%=090253PM N80:34fere NO $.0 t: rKs 1 11791`'200902:53FM o-XyIona ND' S.t1 lift 1 wiV 02:53PM . aon44tytbe. NO 5.0 141Kg i 3A912009 (253 PM Stymne NO 6.0 pgh0g t 371920090253PM Tert-amyl rnaelyl atter NO 6.0 11411(o 1 31192009 0253 PM 7eit-9uratWl NO 100 p9Jltg 1 3119200902:53PM tat-Suty3lartzara NO 6.0 K99 1 3119200902:53 PM ToLlachk7moomw NO 5:0 99ft i WSM 0253 PM Toluene' NO 54 Wit i 331 0233 PM leans -1„2- G+eena NO 6.0 J* t9 t VI W20n 02:53 PM • trans -1,3- pro m Na 6.0 oxg 1 3119720090233 PM TAr2ftwaal0ene NO 5A 14xg 1 31IK0090253PM Trichtbrduamthathane NO 60 µ9(K9 1 WIM00902!53PM Vinyl acmrato. NO 50 oft 1 31t9200902:53PM Vinyl ch hdo NO 5.0 141I49 1 3119(2009 0253 PM ¢ Xyesnas,Toid ND i6 y9ft 1 3119:20090T53PM Sun: i,2: roeihana-d4 102 70.130 %PEC t arittr2W901611PM Sun:4'Smrca4ambenzene 97.0 70.130 %REC 1 V`I9200902S3PM QunllSers: 9 Anatyxdnetttdkv thtassrmiated Mtthod 9lanlr S Vat" Above 9uandtauan Banat H Holding t5aes%rgrapamtlnn orssatysls txexded NO Not Deecttd at theReposiing Urnit $ S7rikdS+niasattaxukie afUau"ts dim lq main's &tter&trxx &amts aro ext wdess cdwwie spxi6ed DO S:+npgVW440dovt NAdvinedd fierleaalo,2v tr5aratosies 33,na $°afrsut,4venue, Slgnat�ti, C,440735 Td -5619394045 F¢r: Srf?98A,dA48 12 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print puce: 26-,Wa"9 CLIENT: Leighton Consulting, Inc, w Client Sample ID: 62-1.5 Lob Order: 104410 Collection Date: &10/200911:36:00 AM Project. h wport-SCE Parcel, 602447-001 tvtatrir. SOIL Gab In— - .-404410404-- Analysts .t04420•CCS,.. Analyses Result PQL Qual Units D6' DamAna4wd VOLATILE ORGANIC COMPOUND$ BY GC/MS EPA 6266E Run& M65_0=19A QC Botch: TogVS076 PrepDale: Analyst NH Stir DlbmmoAeomm*ft"s 61.4 70.130 s %REC 1 3!191200902.53 PM Surr:Tokwwd8 116 70-130 '%.REC 1 3tl9=090253PM SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 3550E EPA 62760 R ID: A1.56_OWMA. CCsakk 64542 Prancer 512WWO Analyst OMP 1.2kTdMYwobwMs0 NO 330 1091100 1 3241200901:16 AM 1,2.O6Chtambeazona APD 330 ygntg f 324,2.01:16AM f,3AidNataisamAeno NO 330` t4KR 1 3/24i;2=0116AM 1,4.pitfdombenzone NO 336 Pg4 1 V,4a"01.16AM 2,4,646CWomphowl ND 330 Pg4C9 1 0," 020050116AM 2.4,6•Trkfth=phoM1 - NO 330 11949 1 3114/200901:A6AM 2,4-Dthl6mph4W RD 1900 pg4ig t 324200601.16 AM 2,40rno nandi NO 330 1191)9 1 3t24t ii10601716AM 24.Ornmotw*1 NO 1600 P9ft f V24=901.6AM 2,4-OWtMki :. NO 33C "K9 1 324200901.15: AM 2kDati00k74w3ns NO 330 PWKS 1 324=901 $6AM 2-C:. phihater� NO 330 fgxg 1 32 01:1$AM 2-Dh'airaphrnoP NO 33o poxg 1 3241MWISAM 2-. riaPlti ND 336 pli t9 1 324200901:16 AM 2•htethylphand NO 330 W(Il f 324200901:16AM 2•14tmaniiine NO 1600 11049 1 3724f200S01;16AM 2•Nibophand NO 330 110(( 1 324200901:16AM 3,3'-Dic1dombenzIdtrre NO 660 pgtK0 1 3a*200901:16AM 3 iitmaniNne NO 1600 POKg 1 31MODS01:16AM 4.6•DWm•2-m60ryiphwwl NO 1600 oft 1 31240001:18 AM 4-Bmr4mopl�enyhPhony#stt r ND 330 p49tg 1 324=9101:16AM 4-Ctnoro- nai ND 660 PONS; 1 &24200901:16 AM 4-ONOMW79ft ND 660 ygxg 1 324200901:Ie AM 4 Chi .. yt•Biren NO 330 yg1Kg f =4rW90116AM 4dAatfi ND 330 004 1 324200901:16AM NO 9640 pgl3tg 1 324200901:16AM 4•MUaphenai No 1600 pg1Kg 1 324200901:16AM Acenaphthene NO 330 pg4g 1 3124200901:16 AM Awnaphthytano NO 330 pg/Kg 1 3241=901ABAM Anthmoona NO 330 pg49 f 324200901:16AM Ba±zidine(M) NO 1600 pgxq 1 32000901.16AM Quili6ers: B Aftly4a dettaW in the -ted NletAd Ufa* E V"abovegwanatioamgo H Hown't times forPqwzdoa ocxaafysse<c"w NO Nol Dexatatx£Qi Rvper6ag Lkau. 5 5pfr e+Swmgateoaesu2eofi mils doom Minix tmrftrto Resuhs ue wet We" Aawiw Specified DD smolataDitoted Out Aaw,a44e reaaaara, ladrr:rhrter 3275 3itaiaatRvenae, 614na1 HA CA 90733 Telt 56 939.4045 Fay 562989.4040 13 of 43 & A:LYI ICAL RESULTS Advanced Technology Laboratories Print Date: 26 -arae -09 CLIENT. Leighton Consulting, Inc. Lab Ordar: €04414 Proust: Newport -SCE Parcel, 6112497:001 Lab ID: 104410.004 Client Sample 1'D;. B2-1.5 COliect a Date: 3/101200911:36:00 AIM Matrix, SOIL' .. Analyses Result ,�..... PQL Qual Units DP Data Analyzed SSMIVOLA3'9.E OROANtC COMPOUNOS SY OCIMS .... EPA 35506 EPA 92700 tLnlD:. MS6,;0M20A OC Batch: $4042 PrepDaw: 3/20P2009 ArWyat Dh1P simm(a)an9lr ena NO 330 P41Kg 1 3/241200$01:1e AM 8&=(#0YwV NO 390 P90t9 1 5t24200901'1$ AM Straa(bllkroSan4xna No 330 1:$M9 1 3P14400001.16AM t3astzo(g,1r t NO 330 99AS$ 1 3P1412000 01..15 AM 6anzotayo#;ora sane NO 830 Wft i W420W 01:15 AM Bantatb acd NO ]600 }tg7Et9 1 312400901:16AM H6rSySNS.gvspE w ew pgdt{g 1 =4i'200901:16AM 6 s(2 zh nmeaOwzyJmaOwna ND 330 Aft 1 3t20000 0i.16AM 615(2-cttieraa#�yl}a(har No 330 04 1 9P24=%01.16AM 6ia{2Slomiaotaop}4ja0±ar NO 330 p$1Kg 1 3247200901.16AM Srs(2 athytfiaxyi r,ewteta NO $no Pa'KQ 1 324205 O', 6 AM NO 330 Kft 1 .312 01:16AM Chryseno NO 330 WK9 1 3P24J200901:16AM Din4wWphftfaw NO 330 yglKq 1 W40% 0116 AM m•aa uafy ihtlt NO 330 Pg/Kg 1 3(141200904:16 AM % rx(a ri7an0uat8ae NO 330 t4grit9 5 3Yddi" M 0t:tsAAd fur," NO 330 PDXO 1 V QM V116 AM Dtarhylphthalate NO 330 P$Mg 1 =40M 0'4:46 AM Dwha 1phlhaiaia ND 830 poft t 9714720001:16 AM Ruowuheno NO 330 Poft 1 W400901:16AM P' NO 330 09ft i M4"100$01:16 AM HaxaahSlrralteazena NO 330 Pgxq.. 1 3124P200901:16 AM NaxaUlbmXiutat&una NO 660 PS/Kg 4 312400901:16AM Hexact ,mcydOt .tadiaala NO 050 p94(9 1 3120,00901:46AM vex anew 930 €mXq 1 M4=904:76AM htCena(1.2.3mbyrwo NO 330 4 tY 1 324MM 0116 AM isophMble NO 330 Vwxg i 7, N200901;16AM N•Nitmimll,n-pmoomme NO 330 ttg7Kg i =412009WASAM phenllasaina w 330 p9xg 1 3J24t200901A6 AM Napnewera NO 330 P05 1 U4120090116AM Nkmbwzene NO 330 WK2 1 31241240001.16 AM PantacMomahenol NO 1600 p9/Kq 1 3P24P100901:16AM PhananmrerR NO 330 pg/Kg 1 8/ 000901:10AM P"emI ND 330 Pg'Xg 1 &2472009a1:t6AM Pytara NO 330 POC9 1 32Q20090116AM Sum.. 1,2.01a*mbanzen",t 74.0 49-103 %AEC 1 W400g01.16AM QuWtwr . B Araiyte r7ate4tall ea a>a aaesasatsaMe0v4481ari'r E VaiueabO'+s ¢uantrmffiaa mrgs ti £tu¢nng fixes forpesppSau:a.Ora�tysb sRaealsd Nb Nin Detssted nx �a Repnxting F.imiS S SpiLcSau:.aa4e aunidsaTtiraus4ucroaslbrx iatctli¢enaa RatalSssrswsSunkas ottaufise spc-:9s3 DO $=Oasts Otilwedoul Advanazd Tmhjmk7 Z.rtnratanies 327$WatnulAvanme, S?gnatHXI,CA 9473S Tet: 5619$9404$ 4e`=36,x9$9<FD60 14 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories print Date: 26-. yrs CLIFJNTs Lcigttola Consaldng, ine, _ w.�. Client Sampla 453. 92-25 Lab Order, 104410 Collection Date: Y10.=4 1136;00 ANt Project: Newport -SCE Parcel, 602497-001 Matrix. SOIL .Lala ID:..... _ .,_ 1044 L0.004 ...a F_, _ _ . _ .a . - I . „ - ..- _ _ - a _ ., r - . - ___— Analyses Result PQL Qual Units DS Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 3580E EPA4270C Rar* MS6_090320A OC Satth: 54042 PtepOsta: =012009 Analyst DMP $vm..$,4,6-Tnbromophenol IAS 47-129 $ %REC 1 31Z4/200901;16AM Sum2•ChlwaphanoW4 11.9 54-409 $ %REC 1 3124tdOt390116AM Sun- 2+kwebzauue yi 97.3 69-108 %AEC 1 W42M 01.16 AM Swxr 2-ftomphonot SS3 5V11 a $%AEC 1 324"200901:16AM Sun':4 rwphenyp414 108 68.136 %REG 1 3124t200901.i8AM Stir: Nftban7ena^d6 92:2 54-115 ,°%REG 1 3*4200901:16AM Sum. phand-a 41.9 68.112 a %REC 1 3124r4090118AM QuMl9ety B Anaiyta dettciM in the acsae3ttd kte6aad Biaak E Ve1uacbovegwn8ndanr Sc A ltaidpe Nines for repxm5aaaa oym exceeded ND Not Lfeiecodultt 9e4udog LiimSt. S Sp[kelSaimpu, miudeofi6uz due m mums ixfttf== Resu?n am wt'.w4as a3wewiw spee:0e- Do Swmptaix eeout Adyoorief rWaakgy . 3275 Wiatnui Avenue, Signal HR4 CA 90755 Teta 562.9&9.4045 Fax: 562.98A4040 15 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -mar -Qs CLIENT: Leighton Consulting,inc, Client Sample W: 83-04 Lab Order; '104410 Collection Date: 31102009 31:4100 AM Project: Newport -SCE Pa wei, 602497-00t Matrit: SOIL Lab M; 104410.005 Analyses 'Result PQL Qua] Units DF Date Analyzed KYDROCARBON CHAIN 1DOMFICATiON LUPT EPAE01S6(M) Runitb t9C8 M17A OC Batch: $3588 PrepDate; 311612009 Analyst CBR TPRHye *owbata,C8•C'0 34 10 m91%Q 1 3117.+190801:11 PM TPR H• rt*%V C10 -C18 ND 10 m°V4 1 3? 7'/=90901:1119 TPR Hyat carauts;: C'l8-C28 ii 10 m999 1 3117�^590901;11 PM T7R Hydroowtatx C2"35 16 10 mog 1 Sn7119090111PM TPR Hydrocerboor C38 -C40 NO 10 mg98 1 3!171190901;11 PM T9RHydmratboas. 00-C40Tota 89 10 MV90 1 T171190901:11PM Sump -T 110 57.144. ReM 1 3a`t7/tM01III PM POBB BY GclECD • EPA 35508 EPA 80$2 Rur1D: QCu (7903198 OC Bat&x 53874 Prepdaty 371612009 Analyst HL Aroc ali@t8 NO 18 09W4 1 3MWZ00910:3*PM Arncior 1221. NO 33 pg,9g 1 8It8120091ak30PM Aroclwl= ND 16 pg'K7 1 31107200910'.30 PM Actlar1242 NO 18 pgvg 1 3116/200alo3opM Net* 1248 NO 46 am 1 8"1$120091030 PM Arcclm 12254 ND us 9999 t 3t16P2t1 Vtt30 pM Arocla1260 NO 16 1109 - 1 3!1612009 k0:30PM Amcor 1262 ND 10 pg99 1 91161200910:86 Ph1 Araaa's2M NO 16 pi t 1 3110009'10':39PM Sa r: DaeatMno+na`Phargt 817.6 30-124 %REC 1 3f,6r4091030 PFA sur: TabasNoro-m-zylema 8715 40.116 %PEC 1 3vV200910:30PM Quallocrx. $ Analy*a danxtad ua ax assaetstedri€c1Ead $iaaa E Value above gosntimtian Pante H Hobdisq Smaa tor"=u moram li*"coded ND YatDetcsrcd attbeRepaesing G`."uit 5 Sp[ke'$uxa$recuaidd efttaaC¢duc urmMrlx 9a+erFerencc Rowte aro wd unlarodacbv4e spe .fei DO SuroSate.Dtturod Out ,+tdvxrte#7c4kuatohv ak �a�rarcrrbx 33199 fFu7nur.#v4nue; .S1gne7HitS £.4 90M Tek 56. 989.Sf1�7S F=SS�989.d44Q 16 of 43 Analyses Result PQL Qual Cnits A. ALYTICALLRESLLTS Advanced Teehaology Laboratories rink Data= 25-Rtan09 CLILNT:.. Lcig6WnComIting,Inc, Client SampleIDt 113-1,3 .Lab Order: 104416 Collection Date: 3/1011009 1:12:00 PM Project; Newpon-SCE Parcel, 602497.001 Matrix: SOIL 'Lab lot " 10441U06 53866 Analyses Result PQL Qual Cnits DE Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA $0158(M) RunlOs GCQ 0003VA OC Batch: 53866 PrepDate: 34612W9 Analyst CBR 71R Hyanlcafions;'C&C10 42 10 maft 1 31171196902:58 Pit TtRHY... :ClG-Ci$ NO i0 K 2KO 1 W17113690x59PM 71RKOW*toaa;GT6•m 13 10 mvw; 1 S1i 71196902:58 PAt TRH°028•C38 29 10 roggg 1 3471190902:58PM Tm Hydrumbans: C.86 -e40 20 10 -0(0 1 3117119090258 Mot T1R Hydrombans CB -040 Thal 110 15 mgtKg 1 301190902:58PM Sun; P-Tarpliany! 108 574" %RIC 1 U171190002ba PM HYDROCARBON CHAIN IDENTIFICATION EPA 001 M FuPIO'. = X0319A OC BaitEv. kwVS178 Prefooty Analyst; MN T'Rm :C4Ccu NO 1.0 MWKS 1 301WOC902:5i Ptd s m, 8romo%ombe�zeta (Fi0) 90,6 6slIA5 %REC 1 3t1S'203 02,51 PM PCBS BY OCIECD - EPA 35588 EPA 8082 Rw[M 005_690316B OC Batch: 53834 PraoOata: 3x1612000 Analyst. FtL A:mccr 101$ ND I$ i*Ks 1 IVIS100910:59 PM ArocFcrl= ND 33 VWKt 1 3110000910:59PM Atoder 1232 NO 16 Poxg 1 3.16*00910:69 PM Amcior 1242 NO 16 po(o 1 vi6P200910:59PM Aroobr 124$ NO 19 pg1Kg 1 3M6r'2009l0:69PM Atodor 1254 22 i6 pgiKg 1 3116120091tt89 PM Arordor 1260 NO 18 pgft 1 31461200010.50PM Atodor 1262 NO 16 pwKg i 34161260910:69 PAA Amdor MS .. NO 16 Kft 1 3446120691038 PAA Sum. Decachbintiphanyt 75,4 30•:24 %REG 1 348+20091059 Pm Sir. "T m•m•xylarm 76-9 40.11$ %REG t 241&'200910:59 PM VOLATILE ORGANIC COMPOUNDS BY OCiMS EPA82608 RunlOt M$6_0 0319A QC Batch: 709VS076 Prep0ata. Analyst HH lA.1,2•Terxa Womeftna No 5.0 41K4 1 311900983:11 PM l,1.i-Trk:hbmtba0a NO 5.0 pg1Kr; 1 34t8x20i 03.11 PM 1;1,22-T' " Yaebtara+ NO 5.0 4119 1 3MOM903 I PM 1,1,.2,TiYckk+raegtane NO 5.0 Oma 1 31912609031i PM 1,td.7:thda+eetltarte NO 5.0 P01<4 1 31191200903:11 PM Qaa88ars: B Analyte duectat to the mssoctared Mefiwd Blink E Yaluoahava quanutadon range li Aatdiag times Sts Prcparadoa ornnalysis txcnemrci NO NotOatecxdatrSU RapnninSt,tmli S SpIIdS•. tooatsfdeo*Fimir3dunmmahix. intr.{ercice Rnalrsaro wutnxless arhmviserapcti5cd 00 SwTopeDouud0ss 4 NA tdvsarer/ T4c/raahrgx G6aratori4s 3275 Walnut A maeJ Sgaat FTiI: CA P6755 Tek 551. 989,4045 Fax, 5$1.9884040 17 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories w Print Date* 26. 09 Ci'aENT: Loigbwu Consulting, inc, Cleent5ampk lD,- B3.1.3 i tab Order. 104410 Calleetlan Date. 3/10,'2009 1;1210P4li Project Newport -SCE Parcel, 602497-001 Hattlt: SOIL Lair M,, 104410-W Ansiyses Roult� µQT, Qual Units DF Date Analyzed YOLA7ILE ORGANIC COMPOUNDS SY GCIMS EPA 02000 .. RoXer. M65_0=19A Oc 3wh T0WS076 prepue: Anatpst tlH i:t•DtcRdarootrie¢e ND s0 p9,9tg 1 w1JZffmall PM 1,1•..".. 9e+"0 NO 6.0 u9NO 1 37181200903:11 PM 1,ZVt4Ctd¢mbanaene NO 5.0 W(a 1 3'18+200903.11 PRI 1.2,3.Te4tVCa¢pmpana NO 5.0 p9fK9 i 3/1 8120 09 03:11 PM 1.24Tr0lorobarttom NO 5. µ9%K8 t 5144<S+CS903.'t1 PM 12„44emWw)%6mw8 .NO 5.0 11911<0 1 3119/200003:11 P61 1,2-Dihmma3e t repmpam NO 10 14902 1 "6*00903:il pM 1p&6kNomaettatmm .NO 610 POO 1 3l191200903�11 pm i,2•L}2:fiiarai3snaem4 NO 5.0 p&Rtg 1 vim= pM 1,2 area. NO 6.0 p9M9 PM 1,2•: ' arta NO 6.0 µ8+K4 1 5di8P 02¢110311 pm t,3.57rtmdriyt¢emarla NO s0. P91Ki i &1=00111 pm 'f.R. Rza^se to 1 5.;0 pg7K9 1 3`19+201901-11 PM 1:&Dkfi1¢mpmpane NO 6.0 W tg 1 38192009 esti PM 1,4-D n , ND S.t4 µg,4(9 1 31191200903.1t PM 2,2-W*m"866 866 to 5.0 11999 1 5119"2110903111 PM 2-&Aftft NO .60 04(9 1 31141240903:4# PM 2Ch0mWene NO 5A 119)t(9 1 3618%20!7903:11 PM 2,Helata" NO 50 µ9N(9 1 3H8284903:11 PM 40h'=W46" NO 5.0 µ91t,8 t 3fi 03-11 Pio 44tu4ne NO 5.4 }19,4{9 1 3'18Y,t40003:11PM 44*11Y,14"ntanama NO 60 pm 1 3f192,050"i PM A¢etatte ND 50 p9mg 1 3flemn 03:11 PM _ 6enaaae NO 9.0 p9,'(9 i 31191240903'1I PM a vmabemana NO $.0 p9At9 1 31191200903;11 PM Bmm¢ctv'¢r¢rnaJaaRa NO 5.0 p0AC9 1 3119124Kl903.1 I PhR hlfamad7ChS¢mtr.491ana NO 5.0 µ91K9 1 3119720090311 PM ammalmrm NO 5.0 p9ft 1 311912009 43.'11 PM 6mm¢methane ND 5.0 pw)(9 i 3118200803:11 PM carboAftulwo NO 6.0 µ91K0 1 3ti91200903111 PM Carton teawhw6de NO 6.0 1191K9 t 31191200903:11 PM Chb NO 6.0 1*114 1 3119/20088311 PM ChmmaNana. NO 5.0 µ91K9 1 31181200903,11 PM Ctbrafarm NR s0 - µ9,4t9 1 3119/200903;11 PM ChlomMaMe NO 5.0 Kft i 3119P.f0tF90211 PM Cts-7,2-1N¢f1!¢m2tiraaa NO 5.0 1191K9 1 3/191200903:14 PM Civa00eras ii AnaYjx dcmclCd ha nuaxs[wtiatalMCdeid iiaaiC 6 Yatae atroutq¢s¢Suciaa zanxa F! HaldutS tunes t¢r prcpamdan aranatyass aaaCded tdD NarDemted acihc ltepuM:ggLiaur S Spiker emgaec ¢¢hidcofttt ade4 t¢wu1&1lce inferfttptCe ltmutu arc ae: cne".ezmhtrwiR =ified DO S¢ gucViluwd Our _ etd traded Ta¢haa fty 3.273 WatnutApenur, Sigmal Hill,, CA 907$3 Tet: 562 989.4045 Paz: 542.989.4040 16 Of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 2&Uar49 CLIENT: LeiglitonConsulting, Inc, mClient Sample TD- 83.13 Lab Order: 104410 Collection Data; 311012064 1.12*00 PM Project: Newport -SCE Parcel, 502497-001 Matrix: SOIL .,..,LabM---_1044AD-W6. ,.,____..__ Analyses Result PQL Qual units OF Date Aaatyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82608 F uJMD: M$5 090319A Qcsa"a 70918076 Preptiatar Analyst: HN c'a-1,3 OFchipmprapena NO $.0 W4 1 31191200903.11 Ph1 Owsoomp}l etliar NO 6;9 1102 1 3110009 Olkli PM iAWDra darGitfra NO $10 w'K1 1 3774200503.11 PM I1:`branimme9z a wO $.0 W*JiK4 4 V19t200a0&I I PM OS;.Inomc4lkremrlaatlaana hK4 6.0 WXg 1 31191200503:14 PM Eth, A Arahati No 69 Wg K9 1 3149200503:11 PM ENy1 --ow NO 60 pgft 1 31192009 03:11 PM Hlnyf Tart bui11. r NO 6:0 W%9 1 3fisl000 03:14 PM Whillbanzerra NO S.0 pSK9 1 3119=0503:11 PM Fmoa-113 NO 5.0 W i(l) 4 W19200903;11 PM FwacUmbundsrta NO 5.0 Oft 1 3,13200908;11 PM todomeelane.. NO 610 091)(9 1 WIM0000VI PM llemoW lsenzems NO 6.0. *X9 1 311920090111. PM Mp Xylan NO 16 90,190 1 Will/ 009 03,11 FM N. ,done ctiodda NO 5.0 vaft i 3N 92009 Ml PM &AM NO 6,0 VWK9 1 31'E9200903.i4PA1 n' NO $.0 4"91Xg 1 311S2O05nil PM NO 6,0 Kft 1 119290S93.71 PM Naptalvatafa NO $.0 pg1Xg 1 3t1S200993:#4PM "Yiena NO $.0. p0q 1 301920090311PM sa"utyibenzene NO 5.0 po tg 1 3113200903.14 PM 8tyrane NO 5.0 flog 1 19200903/1 PM Teri amyl methyl ether NO 610 pgxg 1 3119200903.1.1 PM Tera -Butanol NO 400 pgntg 1 3/19200903:11 PM Cert-Buvta nzene NO 5,0 14/Kg 1 3M9r20090311 PM Tavacidbmetnana NO 8A pg1X9 1 3M9i20mosil PM Tialane NO 6,6 WK9 4 W 209903:11 PM trans -1,2' " 'aaera N04 5.0 polft 4 3119,20090311 P#at. trans i.,3 ltic+oproparza NO 3,0 1409 1 3139200503:41 PM Trr<*me#w,a NO $.0 VO(S 1 314920050311 PM Techbro$uoromef#ana NO 610 PgRg 4 3t19,rd0.1903:11 PM Vkryl acetate NO so Aft 1 3419200993:11 Phe Ville ditodde NO S:0 pg/Xg 1 3M920090111 PM Xylsmw Total NO 16 pgft 1 3M9MG8 03:11 PM Sum 1,2.OicMomaowne-04 101 70.130 %REC 1 3119200903:11 PM 8urr4-8mm lluorobanzw% 93.8 70130 %REc 1 311=00903x41 PM Quw1fiew.. H AnaEynadeta tr4 A;e axsrseialed ddettmd Hia^k E Yetaa aSava r{aald8uiannnf8s EiHC3dinS tkmca iYn-r eG'r'aanarwl5s#s �cCceded NO Yot Dwzctstedmrtia ifP Lhatt 8 Spas8utmism cutaldeoflimis be as rrt wA pawawtxavluara weteptmso to 4pac?6ed OO fiwmpg rhluxd Ov ,.4draataa iw%`h�' 3275 f('olrrnt,4pertue StgnoiifiXy CA 9A73.i Tat: 552.489.4A4S Fax; 563.989.4046 19 of 43 ANALYTICAL RESUT TS Advanced Technology Laboratories CLIENT: Leig1 tan Cumsutz t 8, inc. Lab Order-, 10410 Project: Newport -SCE Parcel 602491.001 Lab D3: 109410.006 Print Date: 26 -go. -09 Client Sample ID: D3-13 Collection Bate: 1TIO12009 1:1100 PM Matrix:. SOIL. � ® Aaaiyses t4 W Result PQL, Qual Units DF Date Analyzed VOCAi9.E ORGANIC COMPOUND$ BY GCh1S EPA 82608 RUMD: MSBP90319A OC Batch: T09VS076 Prepltaw Analyst HH Sur, . Aaoromethana 6018 70,1,ra $ %RE'C 4 ama"003:11 PM Slar,:3oNtaned8 112 70.130 %RFC 1 3Y&200903:11 PM SEMIVOLAT9.E ORGANIC COMPOUNDS BY GCXMS EPA 35569 EPA 0270C RjnlM 090320A QC Soto; 84042 Prepdate: =W42W9 Analyst OMP 12.4finchlomuenzsne N13 330 P0+1±9 i 3124120090IA3AM 1.2-Dlctdon o ND $30 poxg 1 3241200901:43AM 1 fIZ44a Mi 330 P4qcg 1 324200901.43 AM 1,4•D ri to 33D 424t 1 332 0C 43AM 211.5 TnchmroFptssenei NO 3el P9?+g 1 324200901:43AM 2,4:8•TrishW.rophawt ND 330 PwKg t W4200901:43AM 2.4-Dh,Is NO Im P911<9 1 W4"01,43 AM NO 330 0994 . $2402009 in Z43 AM Z40nitmphwa)l NO 1200 P91Kg i 324!20090:.43 AM 2A.01r,ltroteaft ND 330' Aft 1 3241200901,43 AM g.B.iNlnhro :: NO 330 Aft 1 324200901A3AM 8•Claiot .. na NO 330 #Vxg 1 824200901;43AM 2•0htamPhenal ND 330 0944<9 1 3242OW143AM 2,M6e*>nlhtc4ane ND 330 11999 1 3242009illA3AM 2•uol>$?hew N0 &V You 1 324200801:43 AM. 2-lealms vIe NO - IWO 909 1 X4200901;43 AM 2fVrtraphanni NO :330 pgR<g 1 324r2SOWA3AM 3.3'•Oichiwo6a±+11dlrte 147 080 P9K9 i 32.,4=001:43AM 3-00maram NO 1800 *99 1 324200801:43 AM 4.8•Dinitm-2•meuq$rhera4 ND 1800 WS 1 324200901 As AM 4-Smmopnanyi•phorrytethat ND 330 p,*Kg 1 324200801.43 AM 4-CFa!o. phewi NO 860 pg/Kg 1 324200901A3AM 4Cft ND iG0 ygdKg t 3r2 0143Ate1 4-Cklk+mphozryl•phenylether NO llso P&X9 1 324280801.43 AM 4WAthylphow NO 330 09/1<9 1 3242090x43 AM 44ftcrar0o ND 1806 P91KO 1 324206901;43 AM 4•Woa-,^4Mno1 ND 16% 009 t 924200901:43 AM Aeanspli tone NO 330 pg1Kg 1 32420901:43 AM Acarephthyieae ND 330 'Pg1K9 1 324200901.43 AM Andxacane ND 330 pg7Kg i 324200801:43 AM Seniktno(" ND 1E0C 110K9 1 314i=901:43AU Qualluers: 8 Aaalyta detested In the associated Method Banc E Value above quandtodon reap R Holding than for propwacm or analysa vxzWed N17 NotDewxod at ft PsporHngL"itat S 3pikemavv ,m rattideatlituuigdue to T -'Al los f:;.:an.�4 Ie=ft nes Wet un:ss aii&wbaspedful A6 Suerogaro OTvted pun CO.,%Aetvacsd r edrrala,�t,, L4aea101da 3275 WdInut7 vewrey S1.-nd HU4 CA 9017$5 Te1r 50 54,9.f045 fox: 562-989.4000 20 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print nate: 26 -Mar -09 CLIENT: Leighton. Consulting, Inc, Lab Order: 104410 Project: Newport -SCE Parcae, 607497401 Lab ID: 104410-006 Client Sample to: B3-13 Collection Date: 311012009 1:1100 PM , Natris: SOIL. Analyses Result PQL Qual Units. DF Date Analyzed SEMiVOLATiLE ORGANIC COMPOUNDS BY GCtMS EPA35506 EPA 82700 Rur)D. MS6_;090320A OC Bath: 54042 PtepDate: =012009 Analyst DMP Ber>zp(alanthra+,rene NO 330 lJ9x9 1 324200901:43 AM BeittoMpyremp NO 330 pg/Kg 1 3!241200901:48 AM Benzo(ti)Auarardheae NO 330 pgft 1 31241200901:43 AM Set¢o4hAporyloas NO 330 pg1Kg 1 324200901A3AM SelumptSuararowe NO 330 p9+1Kg .1 3/241200901:43 AM Benzoic acid NO 1600 VV4 1 =4120M 01:43 AM Benzyl alcohol NO 660 149ft 1 324009 01:43 AM as(2-chtam*ftxy)mettane NO 330 W Kg 1 3x24200901 AS AM 819(2-cftmettylothor NO 330 pg/Kg 1 324/200901 AS AM Bfs(2-e4tWmisopropyi)ether NO 330 WK9 1 3P242000OV43AM S*2-eihyIhMI)ohtha4du NO 330 p9IKg 1 32420090i:43AM Batylbemylphthaletto NO 330 ugft 1 324200901;43 AM Cheymane NO 330 pgMg 1 3241200901:43 AM Oen-bo!yipholalate NO 330 pgft 1 324200901:43 AM Ol-n-mtylphthalate NO 330 pg/Kg 1 32420090t:43AM 01benz(ah)3ritl:racene NO 330 pg/Kg 1 W4200901:43AM Dlbanwi0rsn NO 330 pgxs i 324200901:43 AM Ciethylphthalau, NO 330 pg/Kg 1 324200901:43 AM 01methylphihalate NO $30 pilft 1 3242009011.43 AM Ruor4rtthene NO 330 pgAKg 1 =420WOI43 AM sumitne, NO 330 pg/Kg 1 324200901:43 AM Hexachtorobenzons NO 330 pgft 1 3242009 01:43 AM KwacldomWWIene NO 660 pgft 1 324240901:43 AM HaxacHomcycbpentadlene NO 560 poxg 1 3MQ00901:43AM Hexa:hWmalhane NO 330 1109 1 324200901:43AM udeno(1,2,3-cd)Wmm. NO 330 pg/Kg 1 3124200901.43 AM leophomna ND 330 pg1Kg i 3a4200961:43AM N -N asodl-n-propylamine NO 330 Poll t 324200901,43AM N-Mbmsodiphanytamine NO 330 pg/Kg 1 324200901:43 AM Naphthalene NO 330 119fKg 4 32420M 01;43 AM NHmbamene NO 330 pgft 1 324200901;43 AM Pemactdomphonol NO 1600 110<9 1 324200901:48 AM Phanarrgveno NO 330 091Kg 1 3242009011,43 AM Phanot NO 330 pgft 1 .3124200901:43 AM Pyrena NO 330 p9/Kg 1 3242009 01:43 AM Surra 1.2-Dichlombenzen"4 67.4 49-103' %REC 1 3242009 01:43 AM Qmli6en: B Analytedemctedinthe smwiated Mottrad Blank E VelueabovotImebtationrange H Haidfng 4mea for pra}raration ararnlysis exeeeCed NO Not➢¢actadatihe Reponir4l Limit S Sta3edSmrogatr outside afiiudm dueWmatdx imtetf<rw¢e Resuttssmwmunlessothtxwiuspeafied DO Surmgme➢gaged Gut Advanced Tedmatogv 41, Labararorres 3271 Walnut Avenue, Signa£Sfl{ CA 90733 Tet: 561.989.4043 Fax: 563.989.4040 21 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories PrintData: .76 -min" CLIENT: Leigbmat Consulting, Inc. Client Sample lD*. 83-1.3 Lab Orden 104410 Collection Date: 3110/20091:12.64 PM Project: Newport-SCE:Parcel, 602493-001 Matrbu SOIL Lab ID: 104410-06 Analyses Result. PQL.. Qua] SIDS& DF Date Analyzed SEINVOLATLE ORGANIC COMPOUNDS BY GCMS EPA 36508 EPA 82700 RuM7^ M86_090320A DC Batch: 64042 Surf. 2,4.63deromaphanol 1.81 47.t29 s %RSC Sher, 1 4 55,;9 54408 s V*KC Smrr:2^r'luoc►oblpFem2f 90..3 59-{08 EC Sum 2-Suoopnerof 9:99 50411. s %REC Surr.4 sgnstryl 14 97.7 98-135 %DEC Sum Mootoymone-0 86.9 64.116 %REC Sum Phannt % 47.0 W112 s %REC Prepoate: 30,20122109 Analyst; DMP 1 =401009 01:43 AM 1 3247200907:43 AM 1 3241".@"r3 01..43 AM 1 =4'2MGI0 43AM 1 T2 4,204 01 A3 AM I 324,2W90143AM I 324=0905r43AM Qualiners: B Amlytedetaeted 9ndtomoc"tated MethodBlaak E Valwahavoguandmtim mse H Hoidingtimas for pre{wrndnn be anatysiaetarled StA `tot Ue<eotad at9w Repotting LvrJti 6 3,-ikct3w-cayate suataluE`E`tutimdaeio aattrtti inmf<mcnx RuudtaarewateceStaathaewimc bi.ified DO sowsata D?lotedout A a0moved ree4bhoio.�w, :aborYtar3er 3275 Walamt Avenue, Signal10, GA 90,735 Pet; $62, 989.42243 Fax: 36.1999.4046 22 Of 43 ANALYTICAL )RESULTS Advanced Technology Laboratories Print Date. 2&Mar-09 CLIENT: Leighton Consulting, Ina. ClteutSampleTDr 8445 Lab Order: 104410 Collection Date: 3AW009 12:15;00 PM Project: Newpo t -SC£ Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-007 Analyses Result PQL Quai Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA8615B(M) Run)M 006_080VA CIO Batch: 53868 FrepCate: 3MO12009 Analyst- GOR T1RHydmwftnm CS -C10 32 10 m97K9 I 3M7M90912517PM T/P. Hydrocarbons: WOZI8 ND 10 mg1Kg 1 3117119091217 PM T/R Hydrocarootm: C16 -C28 14 10 mWY9 1 3117119001217PM TIRHydrocarbons:C28-C36 16 10 moft I 3t171190912:17PM T/R Hydrocarbons: C$6 -C40 ND 10 mstlfg 1 3/171190912:17 PM TIR Hydrocarbons• C9 -C40 Total 62 10 m9ft '1 31171190912:17 PM Sum p-Terphemj 112 67.144 %REC 1 311711909 t2:17 PM PCBB BY OCIECD - EPA 36609 = EPA 8082 RuilM GCS(=316S OC Batch: $3874 Prepoidic 3/18/2009 Analyst HL Arocicrt016 NO t6 uaft t 3/162009112 PM Arxbr 1221 ND 33 Pws 1 311820091129 PM Amdor 1232 NO 16 POK9 1 3116/20091i'29PM Arodor 1242 NO is Pg1K9 1 3116120091129 PM Arodor 1248 NO 16 pg/KS i 316200911i29PM Arodor 1254 NO 18 uotg 1 3/16200911.29 PM Arodor 1260 NO 16 119ft 1 311620091129PM Arodor 1262 NO 18 yg7Kg 1 WSQ0091139PM, Amcor 1268. ND 16 pg/Kg 1 3/161200911:29 PM Burr: Decachiomfilphenyl 72.9 30-124 %REC 1 3M6200911;29 PM Burr Ta4-achiom-m xylene :77.0 40.118 %REC 1 3116/20091129 PM Qun86ern S Analyte dctcctcd Indic associated Medved Blank E Value above quanEptton range H Holding times for preparation orawlysis exceeded ND Not Derectedat the Reporting Limit S Spr'kd8utrogateoutside gplimits due to mahixiaterFerengo Results arewet urlessothciwisespcci6ed. _ DO Surrogate D9uted Out AdvaacedTxhaokw IL Lawmtor*v 3375 iYalnnt Avenue, S'tgnaF t2; CA 90155 Te„ 5629884045 Far 562.989.4048 23 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 2&Ma, 09 CLIENT- Leighton Consulting, Inc. Client Sample ID: B4 -L8 Lab Order: 104410 Collection Data: 3110(200912:30:00 PM Project: Ne"cut SCE Panel, 602497-001 Matrix: SOB.. Lab ID: 104410 -Mil Analyses Result PQL Qual Units DE Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 80158(M) RunIM CC$_090317A QC Batch: 53866 PivpDale: 31162009 Analyst CBR T1Rt^tydlaaar4ona: C6-Ci0 ND 10 fAVKO 4 311749091Z451aM } T,4'tHgtm raeins: C30-Ci6 NO 10 mp/K9 t 3M7tt90912ASPM Tot f fydnonvooy c#6-= 18 10 n;kg i BFir`190912'45PM TAHydro4aebow C2"36 NO 10 MOK2 1 Z171190"2-4 PM TiR aa. C36 -C40 NQ 10 MOVO 1 347A909IZAS PM TIR Hy4raaarao++s C4-040 Total 16 10 mg1Kg 1 3%#7l190412:4s PM Sum P-Tarphaugl 114 57-144 %RCC 1 31177190912:45 PM PCBS BY GCiECD E EPA 35508. EPA 8062 PUMC,. GCS—C903168 QC Batch„ 33674 Ptepoida: 3MV200a Aredyst HL Ato nor 1018 ND 16 {994949 1 .'V164=09 #139 PM Arodor 1221 Nig 33 Rt&x6. 1 3!<... Il;%VM Arodor 1232 HD is µ91Ks 1 311672009MSSIMM Ar (sW12a2 NO i6 P9xV 1 3tier4 D911.591M Arocidr 124a ND i6 44A19 1 31161:40911:54PM Aram,1264 26 16 lt9tK9 1 3Mom it S9 PM Aroctorl260 NO 16 Ps7K9 1 31161200911:69114 Arodw 1262 NO 16 P9r1t9 1 WIMMM59pat j A,roclot.120 No is Pont; 1 3ftwm 413s PM Surr. cocochlorowphenri 60.8 30.124 %REC t M667 911:slipm S6m Tahschloin-m-xylena 6713 40.115 %RCC # 3110,"3oog M59 PM Qnalllters: 8 AnatytedcreUedisouaavociatMMedmdBixrec E Valunabtive0.eantiWtioaran$a H Holding ti+net Err pecrar+aon ar anay5lcexoce2cd ND Not Dctiatedat ate Repoaingttailt S Spa:d5ana8ata aataft`xrdts dlaaoxate intr,.ferenn R�at#x stewu ailiss otfiawietmprei5ed DO Sanagax Dl4.u1d14at rt i4'rlad±O�,Y �' Le6arrtnrfrs 8219` FYatxrr#Avanar, Signal IIr7f, C,4 90733 1"aL 56190.045 Far.' 562.989:4040 24 of 43 Quall0m. B Ansh dtftoud in the sseci.oAd Vethod Blank E Wa obovcgwtvanonmsr: B NO tot Ceterkd u*lx RxippoanYk•aGa S SprBtiSumvgatt oantdt afi`tmin d;te mnsatrat h.egfarerar Rwuita ututl Wtu odntealxos(xci5ed 0O $U=PS tDeutcd(M Advanced 2Erknorw 44L y*WrotorAtr $.275 Wainar Avenue, Signal Hill, CA ROW TM 542.989 d0d5 F=$61989.4040 25 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories _ Print nate;. 26 Mnrv09 CLIENT; Leighwn Consulting, Inc. Client Sample 1D1 B54S, Lab Order. 104410 Collection Date: 31101200912;45;00 PM PrvJjw. Newport -SCE Parcel, 602497.0£31 Matrix. $OIL Lth M11 104410-M9 Analyses Result PQL Quit Units DB „ .Dole Analyzed HYDROCARBON CHAIN IOENTIF1CATION LUFf EPA 80168(M) RunlCr GC869017A OC sa* 50988 Preponta- 814012009 Analyst: COR T,RHydrocarbow 08 -CIC 26 10 mwxa I 0M711909MSOAM T.RHydru borx Ct0i;18 1,10 10 moxg 1 3+ 17M00911:50AM TAMydmwboas:C18-C2e NO 10 mgtKq 1 3117/1MM50AM TIR M,�+lmproonsr 028-C39 13 10 mgrttg 1 3M71190911S0AM TIR Hy mearaw CZ6440 NO 10 11196K9 1 WVIS09ai:50AM TtR C8•C4OTotat 40 10 MWY9 1 31171480 IM50AM Sun: p 'omtenyl 113 $7.141 %REC 1 3A71110W I :SO AM PCB$ BY GCIECD EPA $5506 EPA 8092 RUNO: GCS 6903166 OC Batch; SUM Prapoatm .311612009 Analyst HL Arodar1016 NO 18 pg/Kg 1 3AM00912:29AM Amclor 1221 NO 33 og1K4 1 311740091219AM Arodor 1232 NO 16 ik110 1 3117t10091229AM Amclor 1242 NO 18 pg7K0 1 3riZ'200912.29AM Ander 1248 48 1$ W(a 1 2+744091=9AM A,gdo<1254 NO 18 PoAA9 1 307Y=1229AM Amdor 1260 NO 1s { Dva 1 31571200912^.29.AM Amdor 1292 NO i6 k9'Kg 1 3i1712O0912Z AM Area* IM NO ',8 Am 1 3117=912°29:AM Sun:OecaeanlroWpfianyi 78.7 30.124 %REQ 1 311=91229AM Sum Tebachkram-4aie $5.2 40.110 %REC i 311700912;73AM Quall0m. B Ansh dtftoud in the sseci.oAd Vethod Blank E Wa obovcgwtvanonmsr: B NO tot Ceterkd u*lx RxippoanYk•aGa S SprBtiSumvgatt oantdt afi`tmin d;te mnsatrat h.egfarerar Rwuita ututl Wtu odntealxos(xci5ed 0O $U=PS tDeutcd(M Advanced 2Erknorw 44L y*WrotorAtr $.275 Wainar Avenue, Signal Hill, CA ROW TM 542.989 d0d5 F=$61989.4040 25 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date. 26-A&r-134 CLIEi~T: Leighton Consulting, too. C Lut sample ID. 115.2.0 Lab tlydert 104410 Collection Date: 3110Y2009 12:$8:00 PM Project. N6wport-SCE Pmol, 602497-001 Matrix: SOIL Gab ID: 104410.010 Anaiyses Result PQL Qual Ttntts DF Date Analyzed HYBRGCARSON CHAIN IBENTIFICAT0.7N LUFT EPA 001 68(M) PWD; OC8-,990317A QC Satoh: 53858 Ptepoatw 3!1612009 Analyst CBR TIR Hydmoarbons: CO -CSO No 10 Moft 1 &17,19691124AM TIR Hydrocarbons.. clo-Gi8 NO 10 mq,4Sg 1 31itt90911;24AM TrAf4) *cwtam;C1&C28 28 10 mg+K9 1 V17t1M1124AM TRHydmcwbaea.C28-C36 ND to r7%14 i SAM909i1:24AM TM Hydrocarbons: C36-040 ND 1a M011va I W7118091124AM TIR Hydmcbrtws C$IC40 T, Wl 28 10 mgMg 1 3t171190911:24AM San'. pTotthenyl 107 67.144 WWO i 3117119091124AM. PCB$ BY GCIECD .EPA 36WS .. EPA 8082 R wm. GCS_ 3179 CC Bate.'.:. 83914 FfepDaw.e: 3311M Analyst 14L Aictior10t6 Np i8 09X9 1 311720090331 PM Amalar 1221 33 4xg i 311712009033' PRS Amdkt 1232" ND 16 PWKg 1 311IMM 03:31 PM Amdor 1242 NO 16 y9+ifg 1 ViV200903,31 PM Amdor 1248 ND 1$ ggft 1 31171200303:31 PM Arad )r125d moo 8200 POIK9 500 3117200906:01 Phi Arodtor 1280 NO 10 wX9 1 31712000 03.a31 Pat Atedori262 No 16 *,Xo 1 3IM00903:3i PM Amdor 126$ No 16 wva 1 3117,009 M31 PM Star: I>adaohkrobtPnanyC 127 30-124 ` a %R€C 1 3117=0803.31. PM Sum 0acadlkrtat>rPllanyc 0 30-124 S0 $MO 600 3f1VO%05:Gi PM Suri Teuagrlor m -xylene 0 4011$ aO %REC Soo 3Tt7PM 05.01 PM Sum Tctraohloro�orylena 85.6 40116 %PEC 1 3!1712009 03:31 PM Q"Jcle,%: H Analykade=wdin4+ *uooiated Method Btmdr E VMUeabovegnntlmtien twat Id ND NMD<tac:adar f;¢Keporti¢y tmlk 3 SpikdSumllatata aldeaFl:m#+s duamnd3trix inkr$seat¢ Results a ae WC UPIM oda Vp iaad Do $atcagalaDitt:td(kxz Adravmd Terhuolo w I.Ahvratories 327'5WalnatArenae,Signal Hill, Cil90735 %t: 3619$9.4045 Pax, 363.989,400 26 of 43 .`e n m N � W } � R. N �7 N� a � � C N m m nnncnnn nogg � � ���m aaaaaaz�z � G m ry ry m a qr m J v m 0— Q 999 m 00 m A � mN 199 m X. �7 Q � � � C gi m A A F' P yy v� m w a ¢ m nnncnnn nogg � � ���m aaaaaaz�z � G m ry ry m a qr m J v m 0— Q 999 m 00 m A � mN 199 m X. 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Please, foal free to call me at (562)MAD45 if I can be of fw*er assistance to your eompany: Siacereiya The cover lettusad she case narrative arc an famat put of d is a mtyU*%eport and cannotbe mProduca iu part oc in its enetty without wnnen peraaiission from the cbentand Advanced Tecbnolo¢y iabomarories: Adv needLabo uari rtogp 3275 Matnut Avenue Signat ffift CA 0755 Tet.• 362 9$9404,f Fac S$2 989-4040 tabarurorirs 1 of 68 1,i•� • i Engineering And Technical Sen,7 ces GEOTECILIVICAL GROUP FIELD FINDING REPORT SUMMARIES OF FIELD INVESTIGATION AND LABORATORYANAI YTICALTESTING NEWPORT SUBSTATION (RETIRED) 1516 WEST BALBOA BLVD. NEWPORT BEACH, CALIFORNIA PREPARED BY: SOUTHERN CALIFORNIA EDISON COMPANY ENGINEERING & TECHNICAL SERVICES GEOTECHNICAL SERVICES FEBRUARY 28, 2013 Mr. Charles Aldrich Senior Environmental Engineer SUBJECT; Field Finding Report Sumner of Fist investigation and Laboratory Analytical Testing Newport Substation (Retired) 1516 West Balboa Blvd, Newport Beach, California This Feld Finding Report documents the environmental soil and groundwater sampling activities and the results of laboratory analytical testing that were conducted at the above subject address. The location of the project is shown on Figure 1, Vicinity Map. As stated in the Site Assessment Work Plan, two investigative phases have been conducted previously at the site by Leighton Consulting, Inc. A Total of 13 soil borings (B-1 to B-13) were performed in March 2009 and September 2009. In the March 2009 investigation, all 10 samples were analyzed for the presence of Total Petroleum Hydmoarbons-carbon chain identification (TPH-ccid) and polychlorinated biphenyls (PCB). The 3 samples exhibiting the highest TPH-ccid results were then analyzed for semi -volatile organic compounds (SVOC) and those 3 samples which exhibited the highest TPH-gasoline (TPH-g) detections were analyzed for volatile organic compounds (VOC). TPH-ccid was detected in 9 of the 10 samples and the concentrations ranged from 16 to 110 milligrams/kilograms (mg/kg). The PCB Aroclor 1248 was detected in 1 sample at a concentration of 0.048 mg/kg. Aroclor 1254 was detected in 4 samples at concentrations ranging from 0.022 to 92 mg/kg. No VOC or SVOC were detected. The September 2009 investigation consisted of twenty-seven soil samples and 8 groundwater samples. The analytical suite was the same as the previous investigation. TPH- ccid was detected in only 1 sample at a concentration of 41 mg/kg. TPH-ccid was not detected in any other sample nor the groundwater sample. Aroclor 1254 was detected in 4 samples at concentrations ranging from 0.059 to 0.36 mg/kg. Aroclor 1242 was detected in 2 samples at concentrations ranging from 0.028 to 0,036 mg/kg, PCB was not detected In any other sample. A variety of common SVOCs were detected in 1 sample at concentrations of 0.43 to 0.76 mg/kg. TPH-g and VOC were not detected in any soil sample. TPH-g and PCB were not detected in any groundwater sample. TPH-ccid was detected in one sample at a concentration of 0.68 milligramlliter (mg/L) and was interpreted to be from an offsite source. -2- A copy of the Site Assessment Work Plan dated November 6, 2012 is included in Appendix A. SCOPE OF WORK The purpose of this site assessment is to obtain adequate quantities of additional subsurface samples to further determine the presence and extent of the impacted soil, and confirm the absence of impacted groundwater. The scope of this field investigation includes: Phase 1: • In the south area of the site, collection of twelve (12) soil samples (HA -1 to HA -12) from an approximate depth of 0.5 & 1 feet bgs. • In the north area of the site, completion of 31 soil borings (VB -1 to VB -31) with soil samples collected from approximate depths of 0.5, 2.5, and 5.0 feet bgs. • Collection of up to 7 groundwater samples from the depth of groundwater. • Analytical testing of the collected soil and groundwater samples. Phase It: • In the southern area, completion of 19 soil borings (VB -32 to VB -50) with soil samples collected from approximate depths of 0.5, 2.5, and 5.0 feet bgs. • Collection of up to 5 groundwater samples from the depth of groundwater. • Analytical testing of the collected soil and groundwater samples. • Preparation of this field finding report. FIELD INVESTIGATION The site assessment consisted of drilling total fifty (50) soil borings (VB -1 to VB -50) with a geoprobe using the direct push technique on November 8, 2012 and December 12, 2012 and a total twelve (12) soil borings using a hand -auger on November 7, 2012. As directed, all soil borings were pushed at least 5 feet below the ground surface. A total of twelve (12) groundwater samples were also collected on November 13, 2012 and December 12, 2012. During sampling, each soil sample was field screened with a Photovac Micro Tip Photcionizatlon Detector (PID). Observations about odor and soil discoloration were made. The PID readings are shown on the logs of Test Boring in Appendix C. Soil samples were collected with the Geoprobe using a stainless steel drive sampler lined with an acetate tube as well as utilising hand -auger. The samples were collected in accordance with EPA guidelines for laboratory analytical testing. Each sample was sealed, capped, labeled and stored in a chilled ice chest for transport to a California certified laboratory, following proper chain of custody procedures. Locations of the borings are depicted on Figure 2, Boring locations Plan. Detailed descriptions of the soil conditions encountered during the field investigation are included on the logs of Boring in Appendix C. -3- SITE GEOLOGY AND SUBSURFACE SOIL/GROUNDWATER CONDITIONS The site is located on a barrier beach along the Newport Beach coastline. In accordance with the field investigation, soils encountered by Leighton consist of a variety of silt and sand with varying amounts of cobbles to the maximum depth explored of 8 feet. The Pacific Ocean is located approximately 800 feet southwest of the site and Newport Bay is approximately 200 feet to the northeast. Consequently, groundwater levels at the site are expected to be tidally influenced and variable. Leighton encountered groundwater at depths ranging from 5.5 to 7 feet below ground surface (bgs) which probably represents tidal fluctuation. LABORATORY ANALYTICAL TESTING In accordance with the Site Assessment Work Plan, all soil and groundwater samples will be analyzed for: • Total Petroleum Hydrocarbons (TPH) by EPA Method 8015 modified for hydrocarbon chain distribution (TPH-ccid), • Polychlorinated biphenyls (PCB) by EPA Method 8082 with sample extraction via USEPA SW -846 Method 35400 (Soxhlet Extraction) • Title 22 Metals by EPA Methods 60108 and 7471A In the Site Assessment Work Plan, it was an option that Volatile Organic Compounds (VOC) would be tested for by EPA Method 8260E and Semi -volatile organic compounds (SVOC) would be tested for by EPA Test Method 8270C if relatively high levels of lower carbon -chain concentrations were found. Therefore, based on the TPM analytical test results, Site Assessment Work Plan and as directed, VOC & SVOC were not performed on the samples. RESULTS OF ANALYTICAL LABORATORY TESTING In accordance with the results of the laboratory analytical testing, Table 11 Metals test results from the soil samples indicated concentrations of all metals, except lead, were below the Title 22, California Code Regulations (CCR) action levels, A Waste Extraction Test (WET) was performed, and STLC (Soluble Threshold Limit Concentration) & TCLP (Toxicity Characteristic Leaching Procedure) analytical test results determined that elevated lead concentrations which exceeded the STLC threshold were HA -4@6" (6.4 mg/L), VB -10@5' (6.7 mg/L), VB -11@2.5' (33 mg/L), VB -11@5' (8.3 mg/L), VB -12@2.5' (7.2 mg1L), VB -15@5" (16 mg/L), VB -19@5' (8.5 mg/L), VB -49@2.5' (9.4mg/L), and VB -50@0,5' (5.7 mg/L), Laboratory testing results indicated Hydrocarbon Chain Distribution was detected in the soil samples. The highest concentration detected in the soil sample was HA -11@6" (C28 -C36 & C36 -C40) 2,100 mg/kg. Detected concentrations of PCBs in the soil samples were exhibited in Aroclor 1242, Aroclor 1254, & Aroclor 1260 only. The highest concentration detected of PCBs in the soil samples was VB -28@0.5'(50 ppm). Summaries of environmental laboratory analytical testing results for Hand -auger and Geoprobe soil borings are presented in Table 3 & Table 2. Groundwater environmental laboratory analytical testing results and a list of concentrations are presented in Table 3, A summary of tab detections is also presented on the sampling location plan in Figures 3, 4, 5, and 6. Analytical laboratory testing results along with findings were provided to you via email transmittals earlier upon completion of laboratory testing, Laboratory test results can also be found in Appendix S. CLOSURE It should be noted that all information contained in this report are based on: (1) site conditions as they existed at the time of the sampling and samples obtained at the locations and depth obtained. The samples do not represent the entire site; (2) laboratory analytical testing performed on the samples obtained during field investigation at the approximate locations as directed and as indicated. No other representation, either expressed or implied, is included in our report. A potential always remains for the presence of unknown, unidentified, or unforeseen subsurface contamination on portions of the project not sampled. Conditions may vary between the exploration localities, or at other locations or depths. This report has been prepared for the exclusive use of the specified SCE organization and the specific location at the specific project address. If new information is developed in future site work (which may include excavations or other studies), the SCE Geotech Group should be contacted to re- evaluate the interpretations in this report„ and to provide amendments as required. so We would like to thank the Corporate -Environmental Services (OS -CES) for providing us the opportunity to provide geo-environmental engineering support on this project. if you have any questions or require additional information, please call the undersigned at PAX 47795 or (909) 394-8795. MI CHI, P.E. ZAID AHMAa, P.E. Project Engineer Project ManagertGeotech Group Lead Geotechnical Group Geotechnical Group Engineering & Technical Services Engineering & Technical Services Southern California Edison Company Southern California Edison Company cc_ Geotechnical File -5- Attachments: Figure 1; Vicinity Map Figure 2: Boring Location Pian Figure 3: Hydrocarbon Chain detection summary Figure 4: CA -Title 22 Metals detection summary Figure 5: PCB detection summary Figure 6: Groundwater detection summary Table 1: Summary of Lab Testing for Hand -auger Barings Table 2: Summary of Lab Testing for Geoprobe Borings Table 3:Summary of Lab Testing for Groundwater Sampling Appendix A: Site Assessment Work Plan (SCE) Appendix B: ATL Laboratory testing Appendix C: Log of Test Barings s/dvtJFgeotechlmd2613/Enrironmenia! Site Field Finding Report- Newport Sud (Rethed)ZOC .6. APPENDIX A: SITE ASSESSMENT WORK PLAN (SCE) i SOUTT LRN InIA II T:IRIA EDISON Ertgtrre er hig Arid Techrrr'c crl Services, c°e (W'0TT'F:CH.N"l AL GROUP SITE ASSESSMENT WORK FLAN FORMER NEWPORT SUBSTATION 1516 WEST BALBOA BOULEVARD NEWPORT BEACH, CALIFORNIA PREPARED BY: SOUTHERN CALIFORNIA EDISON COMPANY ENGINEERING & TECHNICAL SERVICES IDAM SAFETY AND GEOTECHNICAL SERVICES NOVEMBER 6, 2012 November 6, 2012 Site Assessment Work Plan Newport Substation 1516 West Balboa Boulevard Newport Beach, California 1.0 INTRODUCTION This Southern California Edison Company (SCE) Site Assessment Work Plan is for soil and groundwater sampling activities at the former Newport Substation located at the above subject address. The location of the project is shown on Figure 1. Two investigative phases have been conducted at the site by Leighton Consulting, Inc. The first investigation, conducted in March 2009, consisted of 5 borings completed to 2 feet. The second investigation was conducted in September 2009 and included 8 borings completed to 8 feet. Soil samples were collected from 0.5 feet below ground surface (bgs) to the total depth of the borings. In the March 2009 investigation, all 10 samples were analyzed for the presence of Total Petroleum Hydrocarbons -carbon chain identification (TPH-ccid) and polychlorinated biphenyls (PCB). The 3 samples exhibiting the highest TPH-ccid results were then analyzed for semi -volatile organic compounds (SVOC) and those 3 samples which exhibited the highest TPH-gasoline (TPH-g) detections were analyzed for volatile organic compounds (VOC). TPH-ccid was detected in 9 of the 10 samples and the concentrations ranged from 16 to 110 milligrams/kilograms (mg/kg). The PCB Aroclor 1248 was detected in 1 sample at a concentration of 0.048 mg/kg. Aroclor 1254 was detected in 4 samples at concentrations ranging from 0.022 to 92 mg/kg. No VOC or SVOC were detected. The September 2009 investigation consisted of twenty-seven soil samples and 8 groundwater samples. The analytical suite was the same as the previous investigation. TPH-ccid was detected in only 1 sample at a concentration of 41 mg/kg. TPH-ccid was not detected in any other sample in this boring nor the groundwater sample. Aroclor 1254 was detected in 4 samples at concentrations ranging from 0.059 to 0.36 mg/kg. Aroclor 1242 was detected in 2 samples at concentrations ranging from 0.028 to 0.036 mglkg. PCB was not detected in any other sample. A variety of common SVOCs were detected in 1 sample at concentrations of 0.43 to 0.76 mg/kg. TPH-g and VOC were not detected in any soil sample. TPH-g and PCB were not detected in any groundwater sample, TPH-ccid was detected in one sample at a concentration of 0.68 milligram/liter (mg/L) and was interpreted to be from an offsite source, Site Geology and Groundwater Conditions The site is located on a harrier beach along the Newport Beach coastline. Soils encountered by Leighton consist of a variety of silt and sand with varying amounts of cobbles to the maximum depth explored of 8 feet. The Pacific Ocean is located 650 feet southwest of the site and Newport Bay is approximately 180 feet to the northeast. Consequently, groundwater levels at the site are expected to be tidally Influenced and variable. Leighton encountered groundwater at depths ranging from 5.5 to 7 feet below ground surface (bgs) which probably represents tidal fluctuation. The purpose of this site assessment is to obtain additional subsurface samples to further determine the presence and extent of the impacted soil, and confirm the absence of impacted groundwater. This work pian describes performance of environmental analytical testing and will establish the baseline environmental characteristics of the site. The scope of this field investigation includes: + In the southern area, collection of twelve soil samples from an approximate depth of 05 feet bgs. • in the northern area, completion of 31 soil borings with soil samples collected from approximate depths of 0.5, 2.5, and 6.0 feet bgs. • Collection of up to 8 groundwater samples from the depth groundwater is encountered. Analytical testing of the collected soil and groundwater samples. Preparation of an investigation report. The locations of the proposed borings are shown on Figure 2, 3.0 FIELD INVESTIGATION A soil boring log will be maintained for all soil and groundwater sampling operations as a record of visual descriptions made in the field. The log will be completed by the geologist or engineer supervising the soil sampling operations. This log will contain a detailed description of the soil encountered per American Society Testing & Methods (ASTM) Method 0248"4. The descriptions will include appropriate information such as organic material content, grain size distribution, plasticity, mottling, color, odor, relative moisture content, consistency, density, grain shape and lithology, and the unified Soil Classification System (uSCS) group symbol, Groundwater observations such as first depth encountered, depth to water, and sampling notes will also be captured on the log. All soil and groundwater sampling operations will be conducted under the direction or supervision of a California Professional Geologist or Civil Engineer. The surface datum at every soil boring and sample location will be established relative to the Temporary Bench Mark (TBM) on the concrete driveway at the south side of the property. The relative elevations of all samples taken will be established by survey to the nearest 0.1 -foot based on the assumed datum. The horizontal sampling grid will be referenced to a convenient permanent landmark. On Figure 2, the grid control point was established at the northwest corner of the site, but another location could be used as well. Horizontal control will to the nearest 0.5 -feet. Soil samples will be collected from the subsurface by hand auger or direct -push sample techniques. All soil samples will be collected into either acetate liners or sampling tubes. All soil samples will be sent to a state -certified analytical laboratory for discrete analysis. At the end of drilling, the boring will be backfilled with bentonite chips, hydrated, and the surface repaired, if necessary. The soil cuttings will be contained in drums and properly labeled until receipt of the analytical test results. Grab samples of groundwater will be collected from the borings at the depth groundwater is encountered. Samples will be collected by disposable bailer, peristaltic pump, or Hydropunch. Groundwater samples will be placed into pre -preserved laboratory provided glassware and sent to a state -certified analytical laboratory. The groundwater samples will be analyzed for the same analytes as the soil samples. All groundwater samples will be filtered and non -filtered with filtration conducted at the state -certified analytical laboratory. Decontamination standards and procedures for PCB sampling equipment will be conducted in accordance with 40 CFR 761.79(c) (2), Self -implementing decontamination procedures which specifies "Any person decontaminating movable equipment contaminated by PCBs; tools, and sampling equipment may do so by. (i) Swabbing surfaces that have contacted PCBs with a solvent- (11) olvent (ii) A double washlrinse as defined in subpart S of this part; or (iii) Another applicable decontamination procedure in this section. SCE will decontaminate moveable and sampling equipment utilizing 40 CFR (c) (2) (li). These procedures will include: • Remove loose soil and grime with an industrial strength, non -phosphate detergent. • Rinse the wash solution of the surface with 1 gallon clean water/square foot and capture the rinseate, • Dry the surface. • Conduct first wash with Performance-based Organic Decontamination Fluid (PODF), scrubbing rough surfaces so that each 1 square foot area is very wet for 1 minute. • Rinse with clean PODF. • Conduct second wash and rinse as described above. • Capture all rinsate water and PODF. Disposal of decontamination residues will be consistent with 761.79(g), and record keeping for decontamination will be consistent with 761.79(f) requirements. Otherwise, all soil and groundwater sampling equipment and associated tools including hand -augers and split -spoon samplers will be decontaminated by a three-step process; • Scrubbing with potable water to remove soil particles • Washing with a non -phosphate detergent • Rinsing with potable water -3- Drilling and sampling equipment will be cleaned and decontaminated before arriving on site. All decontamination water will be contained in drums and labeled property until receipt of laboratory analysis. A site safety plan was developed for this project and is contained in Appendix A. 4.0 ANALYTICAL TESTING All soil and groundwater samples will be analyzed for Total Petroleum Hydrocarbons (TPH) by EPA Method 8015 modified for hydrocarbon chain distribution, polychlorinated biphenyls (PCB) by EPA Method 8082 with sample extraction via USEPA SW -846 Method 35400 (Soxhlet Extraction), and Title 22 metals by EPA Methods 6010B and 7471A. Volatile Organic Compounds (VOC) will be tested for by EPA Method 8260B and semi -volatile organic compounds (SVOC) will use EPA Test Method 8270C. SVOC and VOC analysis will only be requested after receipt and interpretation of the TPH test results. The detection limits for PCB analysis are proposed to be < 0.05 mg/kg for soil and 0.25pg/L for groundwater„ The facility name, sampling date/time, containers, requested analyses, person(s) collecting and relinquishing the samples, and sample identification will be Indicated on the chain -of -custody record. Each sample collected shall be labeled with the following information: « Project name and number • Boring & sample number and depth • Date/time of collection Appropriate containers, preservation, and analytical holding times are presented in Table 1. Table 1 Media Analyte Container Preservation Analytical Holding Time 14 days TPH (extraction) PCB Stainless-steel, brass or 40 days SVOC acetate sleeve (analysis) Soil Cool to 40 C 180 days Metals 48hours VOC Encore Encore sampler for VOC {e#racHon} 14 days (analysis) TPH PCB 1 -Liter amber glass Cool to 40 C SVOC 7 days Groundwater Metals 250 mL HDPE NH03 180 days VOC 3-40 ml glass HCL (no 7 days headspaee) Each sample container will be sealed with Teflon film and plastic end caps and placed inside an appropriate sized cooler and packed with adequate temperature controls to maintain sample integrity until receipt by the laboratory. All samples will be transported to the state -certified analyt€cal laboratory by field personnel, or laboratory courier. All samples will be accompanied by a properly completed Chain -of -Custody (COC) form. The sample numbers and locations will be listed on the COC form and will match the information on the individual sample labels. When transferring the possession of samples, the individual relinquishing and receiving will sign, date, and note the time on the record. 5.0 After field operations are complete and the analytical laboratory data received, a Site Assessment Report will be prepared. This report will describe the field activities and present results of the analytical testing. Figures and tables will be prepared to support the teat, as necessary. Soil boring logs, groundwater sampling logs, analytical laboratory report, and copies of the COC°s will also be included. -5- : muexwr "� HWY a�`.,� 011 fit' Y trv8 g SWT M .� e' a AV 1w s �VD d..„ 0 0.125 0.25 0.5 0.75 1 1.25 Miles Map Nutttbwrr y845010111 Tercet Property Issued For, i4emud Rap= tluw»zw�IdnaMMu'.MNwfil$s5'oefimx»x W, apwabW wv` rvukfY Elmjectien:. UTh1NAD&i Zone UN 'fatget Psoperip: NE41'.t'0R1'Su1,saa1kxx Add.[CSs: 1S168ALBoA BC'lti. Apgrrrvect tF":. C. F'ffiindei rute,�ays no.4: uxauan,w�wwe�*�R+arc �¢m Z�iSt (02i),3M-`. $f2-i85J` +w+em.�,.Mwd rvwarra. zwaWYaenJ'iT�+badaMd4G.R Gtg%SFatr,(2:iPa M):YJ'C't)RT BtSACH,/C'.S/9:? S,rp�n+lwr. !Z Itxms� �: •� :aa <: , .'+auxce; Thomas 13rrrs Street Data Created tn- ].?'ituae ftelL FcnicEDISON y Daiec 1Rf'.5j2fX1,5 5,5 ,+ . 8;42 PM + + ++X + + ow + t /+ + + + + + t /+ + + + + + + + + + s�rE saF��v nets p n CLIENT: SCE TDBU Safety and Environmental CLIENT CONTACT, Charles Aldrich CLIENT CELL, 626.862-7127 CLIENT OFFICE TELEPHONE; 626.462-8712 SITE NAME: Newport Substation (former) SITE ADDRESS: 1616 West Balboa Boulevard, CA 82663 SITE CONTACT Ming Chi DATE: Novembers, 2411 SSHP EXPIRATION June 30, 2013 PROJECT MANAGER: Charles Atdhch 626-862-7127 FIELD MANAGEit Ming Cha (Cell 626-823.6283). Grace Bemabe (Cell 626-524-3741 SUBCONTRACTOR: Interphase Geoprobe Services. This Site Safety and Health Plan have been written for the use of SCE and its employees. It may also be used as a guidance document by properly trained and experienced SCE subcontractors. However, SCE does net guarantee the health or safety of any person entering tate site. Due to the nature of the site and the activity occurring thereon, it is not possible to drscover, evaluate, and provide protection for all possible hazards which may be encountered. Strict adherence to the health and safety guidelines set forth herein will reduce, but not eliminate, the potential for injury on the site. The health and safety guidelines in this plan were prepared specifically for this site and should notbe used on any other site without prior research by trained health and safety specialists. All personnel participating in the field must be trained in the general and specific hazards unique to the job and, if applicable, participate in a medical surveillance program. SCE claims no responsibility for use of this plan by others. The plan is written for the specific site conditions,purposes,dates, and personnel specified and must be amended if these conditions change. Protect Informatim A) Fachilty Site Desaripthow The subject site is the location of a former electrical substation. All structures have been demolished and the site is vacant B) Site Map: A copy of the site plan prepared for the sampling and analysis plan is attached. I Entry/emergencyaccess. 2) Work Location - 3) Spill Location. Undetermined 4) Location of borings: See Attached Plan C) Background Information: Site environmental assessment study at the subject site. Low concentrations of PCB and TPH detected, Refer to Site Assessment Work Plan for details. E) Levels of Contamination Found: if. See Site assessment work plan F) Scope of Work: Advance 43 soil storing to depths ranging from 0.5 to 5.0 feet and collect soil samples. Collect grab groundwater satrapies from eight locations. G) Written Work Plan, Site Assessment Work Pian dated November S, 2012 held on site. H) SCE Employees,. Project Manager Field Supervisor Site Safety Officer: Job Hazard. Anaivsls A) Expected Job Tasks Zaid Ahmed Ming Citi/Grace Bernabe Ming Chi/Grace Bernabe Set up dnil ng; decontaminate equipment; soil and (possible) groundwatersamplecollection; abandon borings with bentonite; cleanup site,. 8) Job Hazarciv Slip -trip -tall iniunes, Doli rig pinctti>orush points; Noise. All site personnel will be required to wear basic personal protective equipment such as safety shoes and glasses, hardhats and hearing protection. Other items see the projetit Job Hazard Analysis (JHA) B) Utility Clearance: 1) Dig Alert called: Ticket number and Request Form will be held on�sda 2) Field clearance done by Dig Alert Health. RiskAnalvsia A) Summary of Potential Exposure Pathways. Skin contact with potentially contamsnated material, inhalation of vapors or particulates„ ingestion of potentially contaminated material. Skin contact will be minimized by the use of gloves, inhalation of particulates dunng drilling or sampling will be minimized by the use of water, if dust levels am significant and longl4asting. Personal hygiene procedures (washing of hands before eating) should be observed by all personnel to minlmize potential ingestion of potentially contaminated material. B) Chemical Hazard Data MSDS for unleaded gasoline components and FCB included C) Overall Rating of Risk due to Project Hazards Serious Moderate t.ow IV. Air Monitoring EouipmentlPersona(Protective EaulgMat and Action Levels Monitoring is to be conducted and Interpreted by the Sits Safety Officer (SSO) or designee, and will be performed on a periodic basis. Periodic is defined as adequate characterization before, during and after each tasktactivity. Monitoring should continuous until the operation is stable and the SSO feel that the monitoring is sufficient to adequately assess and characterize exposure during that operation. Upon taskfenviroarnentaltactivity, stabilization, periodic monitoring, every 80 minutes may be necessary to verify the initial exposure assessment. Additional characterization monitoring shell begin immediately If the operation destabilizes, the environment changes, or the potential for exposure is otherwise affected A) Monitoring Instruments/Direct Reading Instruments Minirae 2000 Photoionizabon detector or similar will be used for monitoring, 8) Personal Protective Equipment Levet D PPE will be used for this project. This includes safety shoes and glasses, hearing protection (plugs or muffs) and hard hat. Nitrite gloves will be used when handling soils and during groundwater sampling, V, Decontattifna)ion/)gyastigallgn Derived Waste Oienara ilio A) Sampling Equfpmentl8amplas 3 Step decontamination procedures - Soapy Water - Rmse Water - Disti0ed Water - Air Dry B) Personal Protective Equipment - Respirator (if needed) shall be cleaned and sanitized by each worker - Disposabtes should be property disposed of in drams C) Heavy Equipment - Decontaminate augers as necessary and contain run-off. 0) Investigation -Derived Waste Handling 1) Drill cuffings to be placed in property labeled drums. 2) Liquid generated during decontamination or sampling shall be stored in drums. 3) Disposable protective equipment to be placed in drum with cuttings_ VL Site Access Procedure On -Site Command Post: Field Manager vehicle General;. Cones, barrier tape, etc will be utilized to segregate work area, as necessary. Work Area Access: Limited to SCE personnel and contractors necessary to complete investigation tasks, Security for Off -Hours: None required VIL Emergency Procedures: First Aid if exposed to potentially contaminated soil or water Eye Contact: Irrigate Immediately, Eyewash station in adjacent garage, Skin Contact: Remove clothing and wash with soap and water, Breathing: Move victim to fresh air. Ingestion: Do not. induce vomiting. Seek medical attention. Nearest Telephone: Field Manager cell phone EMERgENCY PHONE NO: 911 SCE OPERATOR: 020.302-1212 (Internal PAX 21212), VII. Loa Sheet 8, TAU Gate MILlincs A) Daily Tall Gate Meeting Log Sheet Attached Daily Tailgate Safety Meeting Log Sheet Project: Date: Name: Company: Monsanto Material Safety Data PCS9 POLYCHLORINATED SIPHENYLS Ernefgen llol Na. ( � (Gall{s Called) 314.694-1000 1, CHEMICAL PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME.. POLYCHLORINATED BIPHENYLS (PCBs) AroclorS Series 1016, 1221. 1232, 1242, 1248, 1354, 1260, 1262, 1288 TherminolV FR Series MSDS Number: M00018515 Elate: 12/95 ChemicalFami[y; Chlorinated Hy Chemical Name. Polychlorinated biphenyls Synonyms: PCBs, Chlo vdiphenyls, Chlorinated biphenyls Trade Names/Common Names. PYRANOLO and INERTEEN40 are trade names for commonly used dielectric flulds that may have contained varying amounts of PCSs as well as other components Including chlorinated benzenes, ASKAREL is the . generic name for a broad class of fire resistant synthetic chlorinated hydrocarbons and mixtures used as dielectric flu ds that commonly contained about 30 - 70% PCBs. Some ASKAREL fluids contained 99% or greater PCBs and some contained no PCBs. PYDRAULO Is the trade name for hydraulic Arm ttrat, prior to 1872, may hm contained varying amounts of PCBs and other romponema Including phosphate asters. The product rameshrade names are representative of several commonly used Monsanto Products (or products formulated with Monsanto products). Other trademarked PCB products were marketed by Monsanto and other manufacturers. PCBs ware also manufactured and sold by several European and Japanese companies. Contact the manufacturer of the trademarked product, if not this Iisting, to determine if the formulation contained PCBs. In 1972, Monsanto restricted sales of PCBs to applications Involving only closed electrical systems, (transformers and capacitors), In 1977, ail manufacturing and sates were voluntarily temnHnsted. In 1979, EPA restricted the manufacture, processing, use, and distribution of PCBs to specifically exempted and authorized activities. MONSANTO COMPANY, 804 N. LINDBERGH BLVD., ST. LOUIS, MO 63167 FOR CHEMICAL EMERGENCY, SPILL, LEAK. FIRE, EXPOSURE, OR ACCIDENT Call CHEMTREC - Day or Night - 1-800-424-9300 TOO tree In the continental U.S., Hawatl, Puerto Rico, Canada, Alaska, or'iron Islands. For calls orkjinating etsewha 202-489-7616 (collect calls accepted) Paeo it &-A-- " t 2 COMPOSM10NANFORMATION ON INGREDIENTS Chemically, commercial PCBs are defined as a series of technical mnttures, consisting of runny isomers and compounds that very from mobile, oily liquids to white crystalline solids and hard noncrystalline mms I Technical products vary in composition, In the degree of chiorinai and possibly according to batch. The mixtures generally used contain an average of 3 atoms of chlorine per molecule (42% chlonne) to 5 atoms of chlorine per module (64% chlorine). They were used as components of dielectric ftukts in transformers and capacitors. Prior to 1972. PCS applications Included heat transfer medre, hydraulic, and other Industrial fkulds. plasticizers, carbonless copy paper, paints, Inks, and adhesives: chlorinated biphenyl 133046-3 Aroelor 1016 12674.11-2 ArocW 1221 11104-28.2 Aroclor 1232 11141-16.5 Ateclor 1242 53469-21-9 Arodor 1248 12672-2" Aroclor 1254 11097,69-1 Aroclor 1260 11496.92-5 Arodor 1262 37324.23.6 Aroclor 1268 11100.14-4 There are also CAS Numbers for individual PCs congeners and for mixtures of AroclorV products. PC6s are identified as hazardous chemicals under ciflerta of the OSHA Hazard Communkaiou Standard (29 CFR Part 1910.1200). PCSs have been listed in the bitematauraxl Agency for Research on Cancer (IARC) Monographs (1967)-Gmap 2A and in the Naationaf Toxicology Program (NTP) Annual Report an ens (Seventh). 3. HAZARDS IDENTIFICATION EMERGENCY OVERVIEW Appearance and Odor:. PCS mixtures range In form and color from clear to amber liquids to white crystallirm solids. They have a mild, distinctive odor and are not volatile at room temperature. Refarto Section 9 for details. WARNING! CAUSES EYE IRRITATION MAY CAUSE SKIN IRRITATION PROCESSING AT ELEVATED TEMPERATURES MAY RELEASE VAPORS OR FUMES WHICH MAY CAUSE RESPIRATORY TRACT IRRITATION POTENTIAL HEALTH EFFECTS Likely Routes of Exposure: Skn contact and inhalation of heated vapors Eye Contact: Causes moderate Irritation based on worker experience. Skin Contact Prolonged or repeated contact may result In redness, dry skn and defattirg based on human experience. A potential exists for developing chloracne. PCBs can be abso W through intact skin. Inhatation: Due to the low volatility of PCBs, exposure to this material in ambient conditions Is not expected to produce adverse health effects. However, at elevated processing temperatures, PCBs may produce a vapor that may cause respiratory tract irritation if Inhaled based on human experience. Ingestion, No more than slightly toxic based on acute animal toxicity studies. Coughing; choking and shortness of breath Indy docur if liquid material Is accidentally drawn into the lungs during swallowing or vomiting.. MIS r: m000tssis Pa 3 0t 8 Other. Numerous epidemiological studies of humans, both occupationally exposed and nonworker envkonntemeliy exposed populations, have not demonstrated any causal relationship between PCB exposure and chronic human Illnesses such as canoer or neurological or cardiovascular effects, PCBs at high dosage can, cause skin symptoms; however, these subsrdp. upon temova€ of the exposure source: Refer to Section t i for toxicological infomra m 4. FIRST AID MEASURES IF IN EYES, immediately flush with plenty of water for at WWI5 minutes. if easy to do, remove any contact tenses. Get medioat attention. Remove material from skin and clothing. IF ON SKIN, Immediately flush the area with plenty of water. Wash sidn gently with soap as snort as it is available, Get medical attention if Imitation perslsts. IF INHALED, remove person to fresh air. H breathing is difficult, get medical attention, IF SWALLOWED, do NOT induce vomfling, Rinse mouth with water, Get medical attention. Contact a Poison Control Center. NEVER GIVE ANYTHING BY MOUTH TO AN UNCONSCIOUS PERSON, NOTE TO PHYSICIANS: Not PCBs may cause thermal bum. If electrical equipment arcs between conductors, PCBs or other chlorinated hydrocarbon dielectric titdds may a to produce hydrochloric acW (HCl), a respiratory brittant. N large amounts are swallowed, gastric lavage may be considered. S. FIRE FIGHTING MEASURES Flash Point. 284 degrees F (140 degrees C) or higher depending on the chlorination I" of the Arodor product Fire Point: 349 degrees F (178 degrees C) or higher depending on the chlorination level of the Arodor product NOTE Refer to Section 9 for individual flash points and fire polAm Extinguishing Media: Extinguish fire using agent suitable for surrounding fire. Use dry chemical, foam, carbon dioxide or water spray. Water may be ineffective. Use water spray to keep tie -exposed amtainers or transformer cool. PCBs are fie -resistant compounds. They may decompose to form CO, CO2, HCI. phenolics, aldehydes, and other toxic combustion products under severe conditions such as to tuna or hot surfaces. Dielectric fluids having PCBs and chlorinated benzenes as componer4s have been reported to produce polychlorinated dibenzoaptiioxins (PCODs) and furans (PCDFs) during fire situations involving electrical equipment At temperatures In the range of 600-650 degrees C In the presence of excess oxygen, PCBs may form polychlorinated dibenzoturans (PCOFs). Laboratory studies under similar conditions have demonstrated that PCBs do not produce polychlorinated dibenzo-p4oxins (PCODs). Federal regulations require all PCB transformers to be registered with fire response personnel. If a PCB transformer is Involved in a fire4e€eted Incident the owner of the transformer may be required to report the Incident, Consult and follow appropriate federal, state and local regulations. Fire Fighting Equipment: Fire fighters and others exposed to products of combustion should wear self-contained breathing apparatus. Equipment should be thoroughly decontaminated after use. MSdS rk M00018818 Pons 4 of a & ACCIDENTAL RELEASE MEASURES Cleanup and disposal of liquid PCBs and other PCB Items are strictlyby the Worst govemmarrt: The regulations are found at 40 CFR Part 781. Consult these rsgudatlxts as we as applicable state and local regulations prior to any cleanup or disposal of PCBs, PCS items. or FCS contamdnated items. 0 PCBs teak or are spilled, the following steps should be taken immediately: All nonessential personnel should leave the teak or spit area The area should be adequately ventilated to prevent the accumuiadon of vapors, The spilYlook should be contained Loss to saw systems, navigable waterways, and streams should be prevented. Spitsdeaks should be removed promptly by means of absorpttve material, such as sawdust, vsrmroutte, dry send, clay. dirt or other similar materisK Or trapped and shoved by Pumping or other suitable means (traps, drip -pans, trays, oto). Personnel entering die split or teak area should be furnished with appropriate personal protective equipment and clotting as needed. Refer to Sectton 8 for personal protection equipment and clothing. Personnel trained in emergency procedures and protected against attendant hazards should shirt off sources of PCBs, cleats up spills, control and repair looks, and tight fires in PCB areas. Refer to Section 13 for disposal information and Sections 14 and 15 for information regarding reportable quantity, and Section 7 for marking to n. 7. HANDLING AND STORAGE Care should be taken to prevent entry into the environment through spills, leakage, use vaporization, or disposal of liquid or contalhera, Avoid prolonged breathing of vapors ormists. Avoid contact with eyes ar prolonged contact with skin. If skin contact occurs, remove by was" with soap and water. Fotiowtng eye contact, flush with water. In two of spillage onto clothing, the clothing should ba removed as soon as practical, skit washed, and clothing laundered. Comply with ail federal, state, and local regulators. Federal regulations under the Toxic Substances Control Act require PCBs, PCB items, storage areas, transformer vaults, and transport vehicles to be marked (check regulations, 40 CFR 781, for details). l Wa�R PnNNn^'MW RCM4YAmMWm +OV��9 tpM41 ACWi,^4 9NY! Od09i4� �^ GCYPd9�[! wtR U>. ipnFMnIIA� PGMCIM Wj: Y. np�OocontaOCNRY6l ra rkWaRPi r4ormnlron RMf,O[1.VX neaaRR V.3. i:P+,..tMPMFt< M Roe of eRerern,. a wN ,W +oa Vx4 Ne U S.. Coot GVnitl NPfa4nIX /MROom[ CS�u+ p}6.{7{;4401 NW fomocR CN wo 3 c4LMO6N — CONW pug CON�UCT u,S aFY1Nt OMENT raUTECTMtl Rtittl4"k � 4:�wwr+ra�.+roww.+an...r.d Storage: The storage of PCB items or equipment (those containing 50 ppm or eater PCBs) and PCS waste is stricty by 40 CFR Part 781. The s time is to the storage area must most physical requirements. and the am must be tabele;:L Avoid contact with eyes. Wash thoroughly niter handling. Avoid breathingprocessing fumes or vapors. Process using adequate ventilation. ntsos s: fmarfssis Page 6 M a .. -- 8, EXPOSURE CONTROLS/PERSONAL PROTECTION Eye Protection: Wear chemical splash goggles and have eye baths available where there is significant potential for eye contact. Skin Protection: Wear appropriate protective clothing and chemical resistant gloves to prevent skin contact Consult glove manufacturer to determine the appropriate type glove for a given application. Wear chemical goggles, face shield; and chemical resistant clothing such as a rubber apron when splashingg Is likely. Wash immediately if skin is contacted. Remove contaminated clothing promptly and taunder before reuse. Clesn protecctive equipment before reuse. Provide a safety shower at any location where skin contact can occur. Wash thoroughly after handling. ATTENTION! Repeated or prolonged skin contact may cause chloracne it)r some people, Respiratory Protection: Avoid breathing vapor, mist, or dust. Use NIOSHIMSHA approved equipment when airbome exposure limits are exceeded. Full facep"xhce equipment is recommended when aftome exposure use limitations specified by NIOSHIMSHA c concentrations may require use of self -coni Respiratory protection programs must be in ATTENTIONI Repeated or prolonged inhalation may cause chloracne In some people. Ventilation: Provide natural or mechanical ventilation to control exposure levels below airborne exposure limits (s a belaw), aIf ss re r pen eq o Airborne Exposure Umits: Product Chlorodiphenyl (42% chlorine) OSHA PSL: 1 mg/m3 8 -hour time -weighted average - Skin' ACGIH TLV: 1 mgtm' S -hour tlmeaveighted average - Skin" Product Chlorodiphanyi (54% chlorine) OSHA PEL 0.6 mg/m3 8 -hour tkne"ghted average - Skin' ACGiH TLV: 6.5 mile 8 -hour time -weighted average -Skin* "For Skin notation see Thresh ojd Limit Values for Chemical Syizsier and Physical Agents and Sicl 1 Exposure Indices American Conference of Government Industrial Hygienists, 1995-1998. MSps M: MOpatfiat8 Patter a of s ... 9. PHYSICAL AND CHEMICAL PROPERTIES a PROPERTIES OF SELECTED AROCL OAS+ PROPERTY 1016 1221 1232 1242 1248 1264 1260 Color(APHA) 40 100 100 100 100 i too iso Physical State mobile oil mobile ca mobile oil mobile oil mobile oil viscous sticky tlquitl resin Stability inert inert inert inert inert Inert inert Density 11.40 9.85 10.65 11,50 12,04 12.82 13.50 (Iblgal25°C) Specific gravity 1.36.1.37 1.18-t.t9 1.27.1.28 1.30-1.39 1.40-1.41 1.49.1.50 1.55.1.58 xlls.s°c x•25" x-25* x-251 X-25' X-65' x-65' x-90' Distillation 323356 275-320 290-325 325.368 340.376 365.390 385.420 range (°c) Acidity .010 014 014 .015 .010 410 .014 mg KOH/q, matdmum Are point none tit 176 236 none to porta to none to nons to (°C) boiling boiling boiling boiling boiling. point point point point point Flesh point. 170 141-150 152-154 176-180 193.196 � none none Vapor pressure NA ASA 0.006 0.001 040037 0102 NA (mmHg Caa' 10(rF) Viscosity (Sayboll Unto, Sec. laa 100°h") 7t-81 38 41 44.51 82.92 185.240 18IXi•25o0 (cernistokes) 13.15 3.6.4.6 6.S-7.7 16.19 42.62 390.540 INA—Not Available NOTE: These physical data are typical values based on material tested but may vary from sample to $amp*, Typical values should not be construed as a guaranteed analysts of any specific lot or as specifications for the product. 10. STABILITY AND REACTIVITY Stability: PCBs are very stable, fire-resistant compounds. Materials to Avg: None Hazardous Decomposition Products; PCBs may decompose to form CO, CO2, t ICI, phenolics, aidehydes, and other toxic combustion products under severe conditions such as exposure to flame or hot Surface. Hazardous Polymarization: D085 not occur. 11. TOXICOLOG CAL INFORMATION Data from laboratory studies conducted by Monsanto and from the available scientific Ifterature aresummafized below. Single exposure (acute) studies Indicate: Oral - slightly Toxic (Rat LD50 -8.65 gikg for 42% chlorinated; 11.9 gtkg for 54% chlorinated) We$ a: W001$615 Page 7 of 0 The liquid products and their vapors are moderately irritating to eye tissues. Animal experiments of varying duration and at different air concentrations show that for similar exposure conditions, the 54% chlorinated material produces more Over injury than the 42% chlorinated material. There are literature reports that PCBs can impair reproductive functions in mcnkays. The Nhtionaf Cancer Institute (NOI) performed a study In 1977 using Arocior 1254 with both sexes of rats. NCI stated that the PCS, Aroclor 1254, was not carcinogenic under the conditions of their bioassay. There is sufficient evidence in the scientific literature to conclude that Aroclor 1280 can cause Over cancer when fed to rodents at high doses. Similar experiments with less chlorinated PCB products have produced negative or equivocal results. The consistent finding in animal studies is that PCBs by any route, if the exposure Is of sufficient degree at are less than those reported to cause cancer in roden low to prevent War injury. Numerous epidemiological studies of humans, both occupationally exposed and nonworker environmentally exposed population, have not demonstrated any causal relationship between PCS exposure and chronic human Illnesses such as canoaror neurological or cardiovascular effects. PCBs at high dosage can cause skirl symptoms however, these subside upon removal of the exposure source. PCBs have been listed in the International Agency for Research on Cancer (IARC) Monographs (1987) -Group 2A and In the National Toxicology Program (NTP) Seventh Annual Report on Carcinogens. 12. ECOLOGICAL INFORMATION Care should be taken to prevent entry of PCBs into the environment through spills, leakage, use, vaporization or disposal of liquid or solids. PCBs can accumulate in the environment and can adversely affect some animals and aquatic life. In general, POSE have low solubility In water, are strongly bound to soils and sediments, and aro slowly degraded by natural processes in the environment 13, DISPOSAL CONSIDERATIONS The disposal of PCB items or equipment (those containing 50 ppm or greater PCBs) and PCS wastes is strictly regulated by 40 CFR Part 751. For example, an wastes and residues containing PCBs (wiping cloths, absorbent material, used disposable protective gloves and clothing, eta) should be collected, placed in proper containers, marked and disposed of in the manner prescribed by EPA regulations (40 CFR Pan 781) and applicable state and local regulations, 14. TRANSPORT INFORMATION The data provided in this section are for infarmatlon only. Please apply the appropriate regulations to property classify a shipment for transportation. DOT Classification: €wlei1LFST;A DOT Label. DOT Reportable Quantity: IMO Classification: IATAltCAO Classification: st505 N: rMtssts IF WEIGHT OF PCBs TO BE SHIPPED IS OVERONE POUND, THE FOLLOWING CLASSIFICATION AND LABEL APPLY, LIQUID: EnUN nment lly Hazardous Substance, liquid, n,o,s. (Contains PCB), IN SOLID: Environmentally Hazardous Substance, solid, r,o.s. (Contains FCS), 9, UN 3077, IN Class: 9 One Pound Palychforinated Blphenyl% IMO Class 9, UN 2315,11 IMO Page 9034, EMS 8.1-02 Polychlorinated Biphenyls, % UN231S, ti Pape 8 of a 15.. REGULATORY INFORI ATION For regulatory purposes, under the Toxic substances Control Act, the term "PCBs" refers W -a chemical aaibstance limited to the tltphanyl molecule that has been chlorinated to varying degrees or any combination of substances which contain such a substance (40 CFR Part 761). TSCA inventory; not fisted. Hazard Categories Under Criteria of SARA TWe ill Rules (40 CFR Part 370); immediate, Delayed. SARA Section 313 Toxic Chamfcal(s): Fisted -1993 (Oe Mbtimis concentration 0.1%.) Reportable Quantity (RO) under DOT (49 CFR) and CERCiA Regulations: 1 Ib, (polychlorinated tiiphenyA) PCBs. Release of more than Kone) pound of PCBs to the environment requires notification to the Nattora d Response Center (800124.8802 or 202.426-2676). Various state and locat regulations may require immediate reporting of PCS spifis and may also dating spfi cleanup levels. Consult your attorney or appropriate regulatory officials for information totaling to spill reporting and spill cleanup. 16, OTHER INFORMATION Reason for revision: Conversion to the 16 section format. Supersedes MSOS dated 10188. FOR ADDITIONAL NONEMERGENCY INFORMATION, CONTACT: Gary W. Mappers Manager, Product 8 Environmental Safety Robert G. Kaley, it Oredor, Envitonmental Affairs Monsanto Company 800 North Llndbeergh Boulevard SL Louis, MO 83167 (314)694-3344 A&=0 etre adannaWn and MOMM amladans sat tmM 1114041, 0WIMeW °ofiwmatkxr') are P"W"d in Ilmd hash and behaved w be, Correa as of the data hereof, MO"SWM COMParrY makes no rePrtsentadons as tO the VVIII) OMS Or ttxuraCY thtraof. lftkm fhn It supplied upon the cmWklon am the Pem"s fedi soma Will make the Oval as to b Suitability RM their ParPoaea Wier to ust, In no !vent. will M4Mante Comfar d bas Wnature whafaaever ""Itels IMM the use of or rt""M ow iftnnalta NO REPRESENTATIONS OR WARRANTIES, EITHER £}!PRESS OR IMPLIED, OF MERCHANTAeit.tTY, MESS FOP A PARTtCUtAR PURPOSE OR OF ANY OTHER NATURE ARE MADE HEREUNVER WITH RESPECT TO INFORMATION OR THE PRODUCT TO WQfICH INFORMATION REFERS. LABORATORY TEST DATA m APPENDIX C. ° m" w' ��''��,.� , ♦ s ♦ � 333 ___ FR-� cc Sn rVy LLJ a"' S 4 {g 3v rog i� t yIFU 1. yy tl` N ii zt Y 5 YW? E tf�"i4�'} Yi4 1 t3. 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U c z Y m n z a z +a z n❑ z z n z n z n z n z z❑ z z n z v. 6 s a s a ¢ rc ycy mac}{ Lagz z r e r •-, � ♦zr r SCE NEWPORT ';• SUBSTATION •k. 1516 WEST BALBOA BOULEVARD NEWPORT BEACH, CALIFORNIA Prepared For: 1218 S. Fifth Ave, Second Floor, 230Q Monrovia, California 91016 Project No. 603404-008 August 5, 2013 In } gP xh n� Co Ise 3L `fl inc i:'1 G"eF..} k*1P, ;}L% ": 0 ,APpfyN Leighton Consulting, Inc. August 5, 2013 Project No. 603404-008 Southern California Edison Environmental, Health and Safety 1218 S. Fifth Ave, Second Floor 2300 Monrovia, California 91016 Attention: Mr, Mark Passarini Subject: Remedial Action and Restoration Plan Addendum, SCE Newport Substation Site, 1516 West Balboa Boulevard, Newport Beach, California Leighton Consulting, Inc„ (Leighton Consulting) is pleased to present this Remedial Action and Restoration Plan (RARP) Addendum for the Southern California Edison (SCE) Newport Substation Site (Site) located at 1516 West Balboa Boulevard, Newport Beach, California The RARP was issued on March 25, 2012 by SCE Environmental Engineering, Health and Safety, for the purpose of facilitating the sale of the property to the City of Newport Beach for unrestricted site use. Subsequent to the preparation of the RARP, additional environmental sampling was conducted and the influence of tidal fluctuations on groundwater elevations beneath the Site has been evaluated. The geotechnical recommendations provided in the RARP have been updated to incorporate the results of the additional evaluations and to address whether shoring and/or dewatering of the Site is necessary for RARP implementation. Previously, the proposed cleanup excavations were to remain open until confirmation testing was completed. The additional evaluations have delineated the depths of soils to be removed; thereby allowing the excavations to be backfilled immediately. 603404-008 SITE DESCRIPTION The Substation Site is a rectangular shaped parcel with dimensions of 58.72 feet by 100 feet. The Site is surrounded by a tall chain link fence on the north, and the northern portions of the east and west sides. The south side and the southern portions of the east and west sides are enclosed by a tall brick wall. There are chain link double -drive gates at the center of the south brick wall and at the northwest corner of the north fence. The Site is bordered by an alley to the north, Balboa Boulevard on the south, a wastewater pump station on the east, and Las Arenas Park playground to the west. Further to the north are the buildings, parking lot and other facilities of a yacht club, with Newport Say being about 200 feet from the Site northern boundary. Further to the east are an apartment building and a commercial building. To the south of Balboa Boulevard are residential dwellings, the sandy beach, and the Pacific Ocean about 800 feet away. Past the Las Arenas playground to the west are other park facilities (tennis courts and parking) and a residential trailer park to the northwest. At the present time, all equipment, foundations and structures have been removed, except for the fences and brick walls. The Site was leveled after the demolition and the surface now consists of a mixture of native and fill soils, and the former switchyard gravel surfacing. Soils encountered during the subsurface investigation at the Site consisted of sift, gravelly silt, silty sand, poorly graded sand, and gravelly sand to 8 feet below ground surface (bgs); the total depth explored. It is assumed that any excavations made to remove foundations or other substructures were backfilled with onsite soils with minimal compaction. The surface is relatively flat with a slight slope to the south. The Site has remained in the current condition since the demolition activities. CLEANUP GOALS Prior subsurface investigations conducted by Leighton Consulting (April 3, 2009, and September 22, 2009) and SCE Environmental Engineering and Geotechnical Services (February 28, 2013) have identified low levels of polychlorinated biphenyls (PCBs), specifically Arocior 1242, 1248, 1254 and 1260, and to a lesser extent, hydrocarbons and lead in soil, Groundwater samples from the Site were analyzed for petroleum hydrocarbons, volatile organic compounds, semi -volatile organic compounds, Title 22 metals, and PCBs. The analytical results Indicate that groundwater quality beneath the Site has not been adversely affected by the former SCE substation operations. For 2' 603404-008 details of these field investigations, the reader is referred to the reference list provided at the end of this report. SCE has selected a soii cleanup goal of 0.088 mg/kg for PCBs (Aroclor 1242, 1248,1254 and 1260) as established within the California Human Health Screening Levels ("CHHSLs") for residential soils. The CHHSLs for PCBs are lower than the EPA Regional Screening Level of 0.22 mg/kg and lower than the more stringent Toxic Substances Control Act (TSCA) regulatory cleanup level specked under 40CFR, 761, 61(b) Performance-based disposal Standard. The soil cleanup goal for lead is the residential CHHSL of 5 mg/L (WET Result) if excavated and 80 mg/L if left in place. The cleanup levels for petroleum hydrocarbons are the soil screening levels established by the California Regional Water Quality Control Board (RWQCB), 100 mg/kg for gasoline -range (C4 -C12) and diesel -range (C13 -C22) hydrocarbons and 1,000 mg/kg for oil -range (heavy) hydrocarbons (C23 -C32). REMEDIATION WORK SCOPE The RARP prepared by SCE determined that excavation and offsite disposal of affected soils was the only feasible remediation method available due to the Site conditions and construction access logistics. To facilitate the planned remedial excavations, SCE utilized a 3 -meter (10 foot) horizontal sampling grid methodology as recommended in the US EPA "Field Manual for Grid Sampling of PCB Spill Sites to Verify Cleanup". Samples were collected for analysis between the depths of 0.5 and 5.5 feet bgs. The close -spaced grid sampling enabled SCE to statistically determine to a 95 percent confidence level that the PCB and lead concentrations in soil were characterized and the horizontal limits of PCB- and lead -affected soils were defined. However, the vertical limits of affected soils requiring removal by excavation was not everywhere defined because PCBs and/or lead were present at concentrations exceeding the residential CHHSLs in the deepest samples collected at 15 locations. As a result, confirmation sampling of the base of the proposed remedial excavations was necessary prior to backfilling to verify that all soils exceeding residential CHHSLs had been removed. ADDITIONAL SOIL SAMPLING RESULTS SCE decided to conduct additional in-place characterization of the depth of the lead - and/or PGB -affected soils at the 15 locations referenced above due to concerns over potential groundwater flooding of excavations that would necessarily be left open while 803404-408 waiting for the analytical results for the confirmation samples. It was anticipated that the remedial excavations would extend up to 6 -inches below groundwater; however, the influence of tidal fluctuations on groundwater elevations was not established and was a source of concern for the successful implementation of the RARP. Additional soil samples were therefore collected by direct -push sampling methods on July 18, 2013, to define the depth of lead- and/or PCB -affected soils at the 15 locations where concentrations exceeding the residential CHHSLs were present In the deepest samples previously collected. Direct -push boings were; advanced approximately 6 -Inches away from the previous boring locations and were identified by the same boring number followed by the suffix of DL. The analytical results for the delineation samples collected are presented in the attached Addendum Field Finding Report, Summaries of Field Investigations and Laboratory Analytical Testing, Newport Substation (Retired), 1516 West Balboa Blvd., Newport Beach California prepared by SCE Engineering and Technical Services Geotechnical Group on August 5, 2013. Based on the data presented in Field Finding Report, the bottoms of the remedial excavation cells are now defined and confirmation sampling is no longer necessary. The depths of the remedial excavation cells have been subsequently revised and vary from 2.5 to 6.5 feet bgs as depicted on Figure 1. Two additional borings (VB -19a and VB -19b) were also advanced to the north of Location VS -19 to determine the lateral extent of lead identified in VB -19 and thus the proximity of the proposed remedial excavation to the paved alley north of the Site. Soil removals to a depth of 6 feet bgs and a distance of 4 feet from the alley are needed based on the sampling results. EVALUATION OF GROUNDWATER ELEVATIONS Two 14nch diameter piezometer wells (P-1 and P-2) were installed at the Site by SCE on May 29, 2013 for the purpose of evaluating the effect of tidal fluctuations on groundwater elevations beneath the Site. The approximate locations of the piezometer wells are shown on Figure 1. Transducers were placed in each piezometer to record water elevations from July 12 to July 23, 2013. The transducer results indicated that tidal fluctuations could be observed to fluctuate in the wells with a periodic frequency that approximated tidal ebb and fall. However, the accuracy of the amplitude of the tidal fluctuations appeared questionable indicating that the transducers may have been out of calibration. -4- 603404008 To further evaluate the magnitude of the tidal -induced groundwater level fluctuations, manual measurements were taken with a water -level sounder at 15 -minute Intervals over an 11 -hour period on July 29, 2011 The results indicated that groundwater elevations in piezometer P-1 increased from 2.89 feet to 3.44 feet above mean low -low water (MLLW) and from 2.92 feet to 3.60 feet MLLW for piezometer P-2. Thus, a fluctuation of up to 0.7 feet in the piezometer wells corresponded with a tidal fluctuation of approximately 3 feet With the peak groundwater elevations in the piezometers lagging approximately 75 minutes behind peak high -tide based on the published Corona dei Mar, Newport Bay Entrance tide charts. Because the fide charts are based on benchmarks related to MLLW, SCE commissioned a survey of the temporary bench mark (TBM) that was established at the gate entrance on Balboa Boulevard, The MLLW elevation at the TBM was determined to be 7.52 feet above MLLW (7.7 feet NAVD88). A schematic north -south cross-section was constructed using site elevation data referenced to MLLW to compare potential groundwater fluctuations with the depths of the planned remedial excavation cells (Figure 2), Based on the cross-section analysis, excavations to 4.5 feet bgs should not encounter groundwater, excavations to 5 feet bgs should slightly encroach on groundwater during high -tides, excavations to 6,0 feet bgs will encounter up to 10 inches of water at high -tide, and the single excavation cell to 6.5 will encounter between 6 and 18 -inches of groundwater depending on high or low tide conditions. To mitigate groundwater entry, soil excavations deeper than 4.5 feet below grade should be timed to coincide with low -tides conditions beneath the Site by monitoring the onsite piezometer wells and referencing tidal charts. The volume of soil excavated at any time below a depth of 4.5 feet below ground surface should be limited to 10 cubic yards prior to backfilling to 4.5 feet with the objective of completing the backfilling operations prior to the onset of a rising tide. Windows of opportunity appear to be approximately 4 hours for any given tidal cycle based on the data obtained by the transducers. EXCAVATION EARTHWORK AND SEQUENCE RECOMMENDATIONS The execution of the proposed excavations as presented in the RARP is amended per the discussion below. Based on the additional delineation soil sampling and the resulting revisions to the depth of the excavation cells, the proposed excavations will -5_ D 603404-008 remove approximately 390 cubic yards (CY), in-place volume, or an estimated 632 tons; assuming a bulk soil density of 120 pounds per cubic foot. The Site elevations vary from ±7.52 feet MLLW at the south property line to t9.1 feet MLLW at the north property line. Monitoring of two piezometer wells installed onsite indicate that groundwater levels are tidal -influenced and lag tidal ebb and flow by approximately 75 minutes. Low -tide groundwater elevations were measured at 2.89 feet and high -tide elevations were measured at 3.60 feet MLLW, Soil removals relative to MLLW will vary from 6.2 feet to 2.1 feet MLLW (Figure 2). To minimize groundwater entry, soil excavations deeper than 4.5 feet below grade will be timed to coincide with low -tides and when the amplitude of tidal fluctuations are relatively muted (e.g. half- moon lunar phases). Excavations deeper than 45 feet below grade will also be limited to 10 CY in volume for any given excavation cell to allow sufficient time to place and compact backfill material, bringing the excavation cell back to 45 feet below grade prior to the onset of high -tide. Remedial soil excavations should first be conducted in the northwest comer of the Site using clean import backfin soil as a ramp that wilt enable efficient loading of the remainder of the excavated site soils into low -boy end dumps staged in the alley adjacent to the north property line. Soils in the northwest comer of the Site will be benched to 2.5 fleet prior to conducting the deeper 8 -foot x 6 -foot soil excavation to 6 feet below grade (2.67 feet MLLW) identified as Area "A" on Figure 1. After benching, two 4 -foot x 6 -foot x 6 -foot deep stat -cuts oriented perpendicular to the alley will be excavated at Y2:1 (H:V) and backfilled in succession to coincide with low -tide groundwater levels. Each slot -cut will be immediately backfilled to minimum depth of 4.5 feet below grade and both slot -cuts will be backfilled the same day to 2.5 feet below pre-existing grade. Up to 2 feet of compacted gravel will be installed in 6- to 8 -inch lifts to stabilize the excavation bottom. Filter fabric will be placed on the sides and above the gravel to prevent infiltration of overlying backfill materials. Soils will be benched to 2.5 feet prior to conducting the deeper 4 -foot x 6 -foot soil excavation to 4.5 feet below grade (3.8 feet MLLW) identified as Area "B" on Figure 1. Area "B" Is adjacent to the property line with Arenas Park and is separated by an 8 -foot high chain-link fence. After benching to 2.5 feet, the excavation will be deepened to 4.5 feet below grade and sloped at 12:1 (H:V). The excavation will be backfilled to pre- existing grade the same day. Up to 2 feet of compacted gravel installed in 6- to 8 -inch lifts if needed to stabilize the excavation bottom. Filter fabric will be placed above the gravel to prevent infiltration of overlying backfin materials. i -6- 603404-008 The excavation contractor will determine the excavation and backfill sequence for the remainder of the soil removals such that excavations below 4.5 feet will coincide with the half-moon lunar phase with the objective of mitigating or minimizing potential groundwater entry into the excavations. The Contractor should backfill and compact soils in accordance with the geotechnical recommendations provided herein. GEOTECHNICAL RECOMMENDATIONS All temporary excavations should be performed in accordance with project plans, specifications and all OSHA requirements. During construction, the soil conditions should be regularly evaluated to verify that conditions area as anticipated. The contractor should be responsible for providing the "competent person" required by OSHA standards to evaluate soil conditions. Close coordination between the competent person and the geotechnical engineer should be maintained to facilitate construction while providing safe excavations. Backfilling may commence upon the verbal approval of the soils engineer after the soil removals from the excavation cells are complete and the excavation depths have been verified. The excavation bottom should be scarified, moisture conditioned to near optimum moisture content, if necessary, and compacted to a minimum relative compaction of 90%. If the bases of the excavations are at; or below the groundwater surface, the bottom soils may become unstable. A Y44 -inch or larger gravel layer should be placed in 6- to 8 -inch lifts and worked into the excavation bottom to provide equipment or backfill support. Other means such as placement of filter fabric may be required to stabilize the bottom. Filter fabric should be placed above gravel fill to prevent the infiltration of fines. Additional stabilization measures may be required as necessary by the engineer. Backfill materials shall be primarily granular, non -expansive soil free of vegetation, contaminants and other deleterious materials. Backfill soil shall have less than 20 percent passing a #200 sieve. The source of the backfill material should be determined a minimum of two weeks prior to importation and samples should analyzed for chemical constituents and physical properties including maximum density, expansion potential and gradation. Backfill materials should not be imported prior to approval by the engineer, if t}� _T_ Lei N ; n, Excavation backfill should be placed in 64nch lifts; moisture conditioned to near optimum moisture content and mechanically compacted to a minimum of 90 percent maximum dry density as determined by ASTM International Standard D 1557, The soils engineer should provide quality control testing of the backfill. Compaction tests should be performed approximately every 2 feet in vertical height and of sufficient quantity to attest to the overall compaction effort applied to the fill areas. Backfilling should continue until finish grades are reached as indicated on Site Restoration, Excavation and Grading Plan Sheet ENV -3. The geotechnical engineer should prepare a completion report documenting earthwork observations and testing results. No surcharge from soil or equipment shall be placed on the alley pavement within three feet of the edge of any excavation. Areas not excavated to remove affected soils should be watered and surface rolled to provide a dust- and erosion -resistant surface. Temporary erosion protection consisting of 9 -inch straw wattles should be left in place as shown on the Sheet ENV -3 after grading has been completed. Finished grades should be left a minimum of 0.25 feet below grade on adjacent properties to prevent runoff from leaving the Site. CONTINGENCY GROUNDWATER DEWARING AND REMOVAL By implementing the practices and methods described in the above excavation earthwork and sequence recommendations and geotechnical recommendation sections of this document, dewatering of the Site it is not anticipated to be necessary to achieve the excavation/backfill objectives. If groundwater accumulates in the excavations in deleterious quantities (>1400t depth of accumulated water) that prevent the stabilization of soils, the accumulated water will be removed by vacuum truck, sampled for characterization and disposal purposes, and transported to an appropriate recycling facility. Since any groundwater removed from the Site will be transported to a licensed water treatment facility, Public Works approval for discharge into storm drain or public - way is not needed. CQNTINGENtY AtIQRING PLAN Shoring is not anticipated to be needed due to the limited aerial extent of excavations that may extend to near the top of groundwater. There are only relatively small areas where the excavations are deeper than 5 feet and not benched by an adjacent 2.8 -foot excavation as shown on Figure 1, All 5.5- to 6.5 -foot' excavations are to be sloped at '/2:1 (N:V), unless benched, and will be open for no more than 5 hours prior to 603404-008 backfilling. No personnel are to work within excavations deeper than 4 feet. Minor sloughing can be tolerated. If the bottom is saturated or there is water intrusion, the excavation bottom will be backfilled with machine -placed coarse gravel, thus reducing the excavation depth. The 6 -foot deep excavation planned adjacent to the north property line will be performed in two slots of 4 -foot wide each and immediately backfilled with up to 2 feet of gravel to stabilize the excavation floor and sidewails. As a contingency, it is recommended that hydraulic shoring be stored onsite and available for immediate use in the event that the excavation side wails be unstable. COMPLETION REPORT After the completion of excavation, backfilling and site restoration, a Completion Report will be prepared for documentation of all activities and testing. The report shall be provided to the City of Newport Beach and will document soil removals in accordance with the RARP and this addendum. The Completion Report will also include a soils grading report that includes the location and elevation of field density tests, summaries of field and laboratory results and other substantiated data, and comments on any changes made during the grading and their effect on the recommendations made herein. The Completion Report will serve as documentation as to the adequacy of the Site for the intended use and completion of the work in accordance with the job specifications. r=141CM, ZSiI�ii3 We appreciate the opportunity to serve Southern California Edison. Please do not hesitate to call the undersigned at (949)-681-4256, if you have any questions regarding the findings of this report. REW/DJC/Ir Respectfully submitted, LEIGHTON CONSULTING, INC. Richard Williams, PG 6405 Associate Geologist Djan�handra, PE, GE 2376 Senior Principal Engineer Attachments: References Figure 1 — Remedial Excavation Cells Figure 2 — Schematic Cross -Section, Excavation Depths and Groundwater Elevations Appendix A — Addendum Field Finding Report, Summaries of Field Investigation and Laboratory Analytical Testing, Newport Substation (Retired), 1516 West Balboa Blvd. Newport Beach California; SCE Engineering & Technical Services, Geotechnical Engineering Services, August 5, 2013 Distribution: (4 + 4 CDs) Addressee Ift -10- [( p $ REFERENCES California Regional Water Control Board, 1996, "Interim Site Assessment and Cleanup Guidebook," (CRWQCB), 1996. California Environmental Protection Agency, 2005, "Use of California Human Health Screening Levels (CHHSLs) in Evaluation of Contaminated Properties," January 2005. California Environmental Protection Agency, 2009, "Revised California Human Health Screening Level for Lead (Review Drafty, May 14, 2009, Office of Environmental Health Hazard Assessment. Leighton Consulting, Inc., 2009, Site Assessment Report, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California, Project No. 602497-003, dated April 3, and September 22, 2009, Southern California Edison, 2013, Field Finding Report, Summaries of Field Investigation and Laboratory Analytical Testing, Newport Substation (Retired), SCE Power Production Organizational Unit, Geotechnical Services Group, February 28, 2013. Southern California Edison, 2013, Remedial Action and Restoration Plan, SCE Newport Substation Site, 1516 West Balboa Boulevard, Newport Beach, California, Environmental Engineering Section, Corporate Environmental, Health and Safety, March 23, 2013. US EPA, "Field Manual for Grid Sampling of PCB Spill Sites to Verify Cleanup," US EPA 560/5-86-017. US EPA, "Verification of PGB Spill Cleanup by Sampling and Analysis," US EPA 560/5- 85-026. t 4 j k t Ti FEE El *+ x 0 � n ` C ifir m Y a� x j 3 N Z u W WOW .. LL {` 3y +i ! IIb � wi+ iir etn'm i �}(4 h 4f . CU e air Tn v a ro LL y t M � ffi u tYs U) st C V O {(j K y N V�3 Q' lb D 'ryi a... . WM 4 M1 W N � J n 6 W .....'.� -----�—•- OT m 37h'3j yNv �..•._^ a' w tj tb N +fie 3_ ti O@ryry V s fV i a y p t a c � ID II 1V y�tl7Pypt xxipM Mo}M%uva4q Adsgy wOg IMAN 1 9 Ll IT ICn F t �d *�i tyi t*•sl: ti F 1 1� Engineerifl,,g And Technical Services ADDENDUM FIELD FINDING REPORT SUMMARIES OF FIELD INVESTIGATIONS AND LABORATORY ANALYTICAL TESTING NEWPORT SUBSTATION (RETIRED) 1516 WEST BALBOA BLVD. NEWPORT BEACH, CALIFORNIA PREPARED BY: SOUTHERN CALIFORNIA EDISON COMPANY ENGINEERING & TECHNICAL SERVICES GEOTECHNICAL ENGINEERING SERVICES August 5, 2013 AUGUST 5, 2013 Mr. Mark Passarini Manager Environmental Engineering Section Technical Services Division Corporate Environmental, Health and Safety (GENS) SUBJECT. Addendum Field Finding Report Summaries of Field Investigation and Laboratory Analytical Testing Newport Substation (Retired) 1516 West Balboa Blvd. Newport Beach, California 1.0 Introduction This report is an addendum to the Field Finding Report prepared by SCE Geotech dated February 28, 2011 The purpose of this addendum report is to document: (1) the environmental soil sampling activities prior to remediation and excavation of potential environmental affected soils and (2) the results of laboratory analytical testing that were conducted at the subject site. The location of the project is shown on Figure 1, Vicinity Map. All sampling activities were performed in accordance with the Site Assessment Work Plan (November 6, 2012) and under the direction of Corporate Environmental, Health and Safety Environmental Engineering Section. 2.0 Scone of Work The purpose of this field investigation was to perform additional soil sampling in order to further delineate the vertical extents for the proposed remediation plan. Additional soil samplings were conducted at the selected locations of the previously found impacted soils and to determine the levels of Polychlorinated Biphenyls (PCB's) and Lead concentrations found in the initial soil sampling investigations. The scope of this field investigation included a total of seventeen (17) soil borings at various depths and analyzed for PCB's and/or lead as directed. The locations of the proposed borings are shown on Figure 2. 2.0 Field Investigation The field investigation was performed on July 18, 2013. Field investigation was performed using GeoprobeTm Model 6600 rig utilizing the direct -push method. The field investigation consisted of drilling seventeen (17) soil borings. As directed, all soil borings were pushed to various depths from 3.5 feet to 7.0 feet below ground surface (bgs) where previous elevated concentrations of Lead & PCB's were exhibited in the soil samples. -2- All soil borings were numbered and labeled with additional "DL" behind the original boring numbers to distinguish their delineation purpose. Since previous soil borings were backfilled with hydrated bentonite chips, drilling the additional borings at the same location to collect representative samples was not practical. Therefore, delineation borings were located approximately six inches adjacent to previous soil borings. Soil samples were collected with the GeoprobeTm rig using a stainless steed drive sampler lined with an acetate tube. The samples were collected in accordance with EPA guidelines for laboratory analytical testing. Each sample was sealed, capped, labeled and stored in a chilled ice chest for transport to a California certified laboratory, Advanced Technology Laboratories (ATL) in Signal Hill, California, following proper chain of custody procedures. All sampling equipment was decontaminated between each boring location according to the procedure outlined on the Site Assessment Work Plan (November 6, 2012). In addition, during the soil sampling, each soil sample was field screened with Photovac Micro Tip Photoionizaiton Detector (PID) for presence/absence of Volatile Organic Compounds (VOC's). Observations about odor and soil discoloration that could indicate contamination were made, No VOC's were detected in the soil samples, The PID readings were noted on the Logs of Borings in Appendix A. The results of the laboratory analytical testing are summarized in Section 6.0 and a detailed €esuits summary is presented in table 1. Locations of the borings are depicted on Figure 2, Boring Locations Plan, Detailed descriptions of the soil conditions encountered during the field investigation are included on the Logs of Boring (LOB) in Appendix A. 4.0 Subsurface and Groundwater Conditions in accordance with the field investigation, the underlying subsurface soils at the site consist predominantly of surficial silty sand/silt fill soils, underlain by possible native silt, sandy silt, and/or silty sand. The Pacific Ocean is located approximately 800 feet southwest of the site and Newport Bay is approximately 200 feet to the northeast. Groundwater was encountered during the field investigation and is estimated to be at depths ranging from 5 to 6 feet below ground surface which probably represents tidal fluctuation. Bedrock was not encountered during the field investigation. 5.0 Laboratory Analytical Testing As directed, specific soil samples at various depths and locations were either put on "HOLD" or initially analyzed for the following constituents: -3- • Polychlorinated Biphenyls (PGB) by EPA Method 8082 with sample extraction via USEPA SW -846 Method 35400 (Soxhlet Extraction) * Title 22 Metals for Lead by EPA Methods 6010E and 7471A A copy of the laboratory test results and the Chain of Custody Records are attached in Appendix B of this report. 6.0 Results of Analytical Laboratory Testina Initially, laboratory testing was performed on the upper end of the six inches plastic tube obtained from the field. As directed and in accordance with detected concentrations of PCB's found in the soil samples, additional laboratory testing was performed on the next available depth of the acetate tube sampler. In accordance with the results of the laboratory analytical testing, Table Ii Metals test for Lead results from the soil samples indicated concentrations of all lead tests were below the Title 22, California Code Regulations (CCR) action levels except VB-12-DL@3.5' (140mglkg). A Waste Extraction Test (WET) was performed and TCLP (Toxicity Characteristic Leaching Procedure) analytical test results determined that elevated lead concentration in VB-12-DL@3.5` (3.7mglL) did not exceed the TCLP threshold of 5 mg1L. Detected concentrations of PCBs in the soil samples were exhibited in Arocior 1254 & Aroclor 1260 only. The highest concentration detected of PCBs in the soil samples was VB-16-DL@3,5"(2.46 ppm). Summaries of the laboratory analytical testing performed on soil samples are presented below in Table 1. 7.0 Closure It should be noted that all information contained in this report are based on (1) Site conditions as they existed at the time of our investigation and samples collected at the locations and depths. The samples do not represent the entire Site, (2) laboratory analytical testing performed on the samples obtained during the field investigation at the depths indicated. No other representation, either expressed or implied, is included in our report. A potential always remains for the presence of unknown, unidentified, or unforeseen subsurface contamination on portions of the project not sampled. Conditions may vary between the exploration localities, or at other locations or depths. This report has been prepared for the exclusive use of the specified SCE organization and the specific location at the specific project address. if new information is developed in future site work (which may include excavations or other studies), the SCE Geotech Group in the Power Production Department should be contacted to re-evaluate the interpretations in this report, and to provide amendments as required. 0 We would like to thank the Corporate Environmental, Health and Safety (CEHS) group for providing us the opportunity to provide geo-environmental engineering support on this project if you have any questions or require additional information, please call the undersigned at PAX 47795 or (909) 394-8795 MiNrGI' P.E. Proj Engineer Geotechnical Group Engineering & Technical Services Southern California Edison Company Enclosures: Figure 1: Vicinity Map Figure 2: Boring Location Plan Table 1: Summary of Laboratory Testing Appendix A: Log of Test Borings (LOTS) Appendix B: ATL Laboratory testing Results Cc: Geotech Files ZAtD AHMAD, P.E. Project Manager/Geotech Group Lead Geotechnical Group Engineering & Technical Services Southern California Edison Company sieiviUgeoteeNM 2013/Newport Sub -Addendum Field Findmg Report DRAFT -Rev 8-5-13 due -5- m^ +�s fix: ''+ni'�b a ik 5va��✓ .r e "'x e{ t + �j g 3. e".`4 h q (y � � I 116 d y� ��+ y} � m xa xP kx § kxk� �p4�rk�j tx x �4s ��t�� � 333 4 ra rtapW" k CL 'i ce ip x T s S tk d y x r r` tr x k Jx� !�.« _ p 4 § S#! g ti U" y y CL Wy;Wx 5 WYp � LU +". p y tx 1{$ 4 t A + � e e x Table. l Summary of Laboratory Analytical Testing for Proposed PCB and Lead Delineation Sampling. Sample ID Depth (feet) TTLC-Lead TCLP Lead (mg/L) PCB (mg/Kg) 3.9 12 B-51 B -10 -DL 4.5 to 0150 4.5 botkom U74 3.5 44 - 0.540 B -7 -DL 5 12 0.032 B -9 -DL 5 218 0.249 4.5HOD - ND 5.5 ND VS -8 -DL 6.4_- - ND 7.0 HOLD 3.5 4.043 VB -9 -DL 4.5 to 0.144 4 Bottom NO 5.5 D NO VB -10 -DL 6.0 ND ND -7,67- HO OLD 5. ND - - VB -11 -DL 6.0 NO 7.fl HOLD VB -12 -DL 3.5 140 17 0.800 4.5 NO NQ 5.5 2A NO VB -15 -DL 6.0 NQ NO 7:Q HOLD HOLD VB 3.5 2.460 -16 -DL 4.5 D 5.5 ND VB -17 -DL 1 6.0 ND 7.0 HOLD VB -18 -DL 3.5 - - 0.423 4.5 NO VB -19 -DL 6.0 ND 7A HOLD 3.5 NO, VB -19A -DL 5.0 ND 6.0 HOLD 3.5 NO VB -19B -DL 5.0 2.1 6.0 HOLD 6 to _ 0A00 VB -20 -DL 6 bottom NO 7.0 HOLD NO VB49-DL 3.5 B.B - 4.5 HOLD Note. 1) PCBs total concentrations>OX89 mglkg (CHHSLs Screening Level for Residential Land Use) are BOLDED, 2) Topsample denotes the upper and of the estate tube liner. 3) Bottom sample denotes the lower end of the estate tube liner. r • s :9- BORING LOG EDISON (" JDrill �, . Rig: Geoprotte Date Drilled. 7118(13 Logged By: {p',yfRaF fikue9: Wnc"N" crarceu}i<.u«rrvr Boring Dia: 2 Inches Boring Number.,B-81B-10-DL K Chi w Sample PID Reading Depth Litholcgy Description to Type (ppm) Feet e �•� FILL: (GP) Gq I gray p y-gra ad GRAVEL, 112 to 34 -inch •� diameter, submunded, dry. NATiVE1?)"f Tan PAY 9 SAND mWad�uin-gravroed, �"_ dry to damp 1 2 3 Tube 0.0 4 grades. to fine-grained, with sW fragments, damp Tube 0.0 5 ..6Y?5MOF BORING AT 5�1 FffF`C.,..._..._e....__ „.._..� NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS S Note: PIC backgrouM raadmg OA ppm r s g Completion Notes: Site: Newport Substation Newport Beach, CA Project No, B•5/B-10-DL BORING LOG �` MxNfMN- LFV ANtt DSO L"ipriil Rig: Geoprobe Date Drilled: 7/18113 1 Logged By: r"q' easing 400' 1"6" t✓ 0kn* er 4.ZO RrHmcicGROUP Boring Dia: 2 Inches Boring Number. B -7 -DL M. Ghl PID Reading Lithology Description TypeSamp (ppm) con FILL: (SPIGP) Light gray poody graded gravelly SAND, fine -td -medium -grained, dry t I�ATI ETj?): (SP) Gray goody graded SAND.fine-gamed, dry 2 3 Tube 0.0 4 color change to brown, micaceous Tube 0.0 $ -BOTTOM OF BORING AT b FEET NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS 6 Note: PID background reading 0.0 ppm 7 8 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. B -7 -DL BORING LOG 40rs,LIRN i.1"JORNua EDISON L'iDrift Rig: Geoprohe Date Drfiled: 7118113 Logged B y b1(' ne +.ae' lad fev4 I ad SPiy ty'.n .. rrorereYrrar cem.r Boring Dia: 2 Inches Boring Number: B-g-DL K Chi Sample PID Reading Depth Lithology Description rn Type {ppm} Feat FILL; (SP) Light gray poorly graded SAND, fine•to-medium•grained, with gavel, dry 1-ffA—TNE(??): s) $town poorly graded SAND; medium-grained, with traces of SILT, damp 2 3 Tube 0.0 4 Tube OA grades to wet BOTTOM OF BORING AT 5.1 FEET GROUNDWATER POSSIBLE AT 4.5-5 FEET NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS 6 Now PID background reading 0,0 ppm 7 6 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. B-9-DL BORING LOG �,� ,��,�� C( aWWjw Drill Rig: Gaoprobe Date Dolled; 7118113 1M,Chi Logged By; Fdl,®Y(Ca }{iyn §p!! n,� !1 PS )VHrytt'S GEOUCAVY, 4L CROUP Boring Die: 2 Inches Boring Number, VB -8 -DL Sample PID Reading Depth Lithology Description M Type (ppm) Feet FILL: (GP/SP) Light gray 9 l D. fine4o.medium•grained, 314•inch to t -Inch submunded gravel 1 NAYiVE(?};(SP) Brawn pootlygraded'S-ANS, ffne�'ralned 2 3 4 5 wet to moist, with shell fragments, Tube 0.0 e wet Tube 0.0 T grades to medium -grained, less of shell fragments Tube 0.0 , 80T OM -O—F,§ORIN©AT' 7 6 F"EE'1`. .... . GROUNDWATER POSSIBLE AT B FEET 8 NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PID background reading 0.0 ppm s Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB -8-01. BORING LOG EDISON Drill Rig: Geoprobe Date Drilled: 7/18113 Logged By: Ear}rzev+��;� nax,Pwalm f 9"sn:Et*s Boring Diac 2 Inches Boring Number: V8-9-DL axaracvvreaac axoor M, Chi Sample PID Reading Depth Lithology Description s°n Type (Ppm)Peet FILL: ( PIGP) Light gray Pommy graded SAND, medium-to coarse-grained, with 3/4-Inch to 1-inch gravel, dry ._" NATIVE ('i): (SP) Brovm poorly graded SAND�Tne-graned, trace of gravel, dry 2 3 Tube 0.0 grades to medium-gralned, damp, Wth shell fragments in 4 medium-to coarse-grained sant! size Tube 0.0 S BOTTOM OF BORING Aid NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS B Note. PID background reading 0.0 ppm 7 B g Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-9-DL BORING LOG °'? �u .,;h1%,91- n•, 111" Dr(II Rig: Geoprobe Data Drifted: 7/i8H3 Logged By t'Ili, Ad`.$ F N,j{S1h0W VEMI M,it.9LCROUP Boring Dia: 2 Inches Boring Number: VB•10-DL M. Chi m g Sample PID Reading Depen Lithology Description cm Type (ppm)Feet FILL. (SP) Light gray gravelly SAND, medium -to coarse-grained, dry } �AT4VE(?j; (SP) Brown poorly graded SANp, finegra(ned, moist 2 3 4 5 Tube 0.0 6 Tube 0.0 grades to wet T Tube 0.0 BOTTCSMbi= BORING —GAT TEET GROUNDWATER POSSIBLE AT 6 FEET 6 NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PIP background reading 0.0 ppm g Completion Notes: Site: Newport Substation NewportBeach, CA Project No. VB -10 -DL BORING LOG MA �00„ FRk IMPORSM EDISON Drill Rig: GeoprobeDate Dd{led: 7/18!13 Logged By: r:ff$i!1 r{rj+�tll3J ltCr 24Y .�ny`t k`{Y Boring Dia; 2Inches Boring Number: VB -11 -DL cr;nrre'rrvcatcxr{,r M. Chi o Sample PID Reading Depth Lithology Description Type (ppm) Feet FILL„ (SP) Light gray gravelly SAND, medium<to coarse-grained 1 RATIV ?}: (SPJ Brown medium -grained, moist to wet 2 with shell fragments, medium -to coarse-grained, micaceous 3 4 5 Tube 0.0 6 grades to fine-grained Tube 0.0 wet 7 Tube 0.0 BfyTTOPil0"ORIN1U A 7.5 FEET GROUNDWATER POSSIBLE AT 6 FEET S NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PID background reading. 0.0 ppm 9 Completion Notes: Site; Newport Substation Newport Beach, CA Traject No. VB -11 -DL EEDISON Frrvmce rng 9r�ty rPfka`wt+, �Fi94MY cr.orec„src�tr. erkae.F 'BORING LOG Drill Rig: Geoprobe Date Drilled' 7118113 Logged By: M. Chi Boring Dia:. 2 Inches Boring Number: VB-12-DL in Sample PID Reading (ppm) Ret Depth Lithology Description FILL: (SP) Light gray poorly graded S ND, medium-tocoarse grained, :dry 1 2 NAT W) (SP) Brown poorly graded SAND, medium-grained, damp, micaceous 3 Tube 0.0 4 - grades to moist to wet Tube OA 5 " BOTTOM OF BC�2��£�s AT 52b FEET '""-�f�m NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED B BACKFILLED WITH HYDRATED BENTONITE CHIPS Now PID background reading OA ppm 7 S 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-12-DL BORING LOG r jpgxn5(Y{(fiiLH'A,3�Y 'qq'uuerr Dt4. A,. +nyNA; Cl`,. Drill Rig: Geoprobe Date Dri Logged By: FJJ�f Po +u4!<3n.1 NC'� xfnrt $YF'1'tCS3 aFvrecrr�rr::�cexorr Boring Dia:2 Inches Boring Number. VB-15-DL M. Chi Sample PID Reading Depth Lithology Description cc Type (Ppm} Feet FILL: (QP) Light gray poorly graded GRAVEL. 3!8-inch to 3144nch, dry 1 2 NATIVE(?}: t Brown poorly graded SAND; dine-grafted, with traces of silt, damp 3 4 5 Tube 0Z grades to wet 5 Tube OA grades to medium-grained 7 color change to grayish brown Tube 0,0 BOTTOM OFFBORING AYiT6 hEE"T ---- " GROUNDWATER POSSIBLE AT 5,5 FEET 8 NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Nota: PID background reading 0.0 qpm g Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-15-DL BORING LOG °� � a,€a}}� xz r ti { �att &s �6 ma „ 0011 Rig: Geoprobe Date Dri Logged Ely: kx5ye�`t,t �Lnr iPY�.aeti'>arvsr�x 4t9DIrcR Ile, It GRof r Boring Dia: 2 inches Boring Number: VB-1&DL M, Chi Sample PID Reading Depth Description type Feet (ppm) E::s IL : GPj Lightgray poorly graded GRAVEL. 314-och to i 4nsh diameter, foe -grained, dty 2 3 Tube 0.0 4 color rhange to brown. damp Tube 0.0 8 ..mMffiOWN F Bt?'ktNt; At&t rF9, "f _ _. .,,�..... . �.._.n. NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFIU.ED WH HYDRATED SENTONITE CHIPS 6 We: PID bad(Wound reamng 0,0 ppm 7 8 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-1FrDL BORING LOG MMOICMJK�" V+s S✓8 V V ,\ $ �,�. , „ Drill Rig: Geoprabe Date Drilled; 7118i13 1 Lagged By: r,,rtiv e sna }n.. E5*"h,tn\+I xs'r+ve:s rFtirarrrnu re caour Boring Dia: 2 Inches 8orrng Number; VB -t7 -Dl. M. Chi Sample PID Reading Depth Lithology Description rm Type (ppm) Feet �,.. •4. •• !LL (C,P) Light gray Foody graded UVVEL, 318 -inch to • r • a • &4 -inch, dry With $At, mddL-,h brown stringers, damp 2 2 3 d 5 fiuGa 0.0 grades to fight oliva brown, medium -grained. wet 8 Tube 0A water dripping out from the sampler 7 Tube ab ..__v TTOM OF BORINAi'7.6 GROUNDWATER POSSIBLE AT 5 FEET 8 NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED SENTONi7E CHIPS Note: PID background reading 0.0 ppm g Completion Notes: Site; Newport Substation Newport Beach, CA Project Na. 71 VB -17 -DL BORING LOG ""'A" I EDISON IF Drill Rag: Geoprobe Date Drilled: 7118118 Logged By: r" " vucdre +.r+k, "%"'""rf `1rrr' k',PIN arrunc=v Boring Dia: 2Inches Boring Number: VS -18 -DL M. Chi n Sample Type(ppm) PID Reading Depth Feet Ldhology Description t! µ ILL: ( ) Lightgray Foody graded sandy GRAVEL, 318 -inch # to 314—rich diameter, dry t ""t<i'tc7JVEII)15P) Grzpish brawn poorly gralied SAND, medium,grained, traces of rounded gravel M -kith, dry. 2 3 Tube 0.0 4 color change to brown, damp Tube 0.0 a mm..... 7TOM OFF Off' ING FY'fi.,Fs F EF ,.._.._„a...__..�. _. NO GROUNDWATER OBSERVED NO BEOROCK ENCOUNTERED BACKFILLED WITH. HYDRATED BENTONITE CHIPS a Now Pia background reading 0.0 ppm 7 s 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB -18 t7L BORING LOG iX.11URNI t)f"W" E I4 U (e Sr'�k'fi?SY'v0'n•, Drift Rig: Geoprobe Date Dr lied: 7!18!13 Logged By. 1.lF�L.4RY`9P¢+itlli rPClOIrCLL'Sh!'IYCfF ucorarrr%naccxo°•r Boring Die: 2 Inches Boring Number: VB-19-OL M. Chi Sample PID Reading Depth Lithology Description �m Type (ppm) Feet FILL: (SP) Light gray poorly graded gravelySAND, medium-w coarse-grained, 318-inch to 3!4-inch diameter, dry 1 NATIW(9) (SP) SmWn goody graded SAND, fine;to medium-grained, dry 2 traces of mica 3 4 5 Tube 0.0 8 grades to wet Tuba 0.0 7 color change to yellowish brown, no mica 8 BOTTOM OF SOFt5—GG Wf8 FEET POSSIBLE GROUNDWATER AT 8 FEET NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS 9 Note: PID background reading 0.0 ppm Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-19-DL BORING LOG EliEDISON V", V"" Drill Rig: Geoprobe Date Drilled: 7/18113 Logged By: Boring Dia: 2 Inches Boring Number: VB -19A -DL M. Chi ESample E PID Reading Depth Lithology Description M Type (ppm) Feet (r) FILL: (SP) Light brown poorly graded SAND, medium -grained, with gravel, 318 -inch to 3/44neh, subrounded, dry medium -grained, with shell fragments, dry to damp 2 3 Tube 0.0 4 grades to damp to moist, color change to orangish brown, 5 with some silt Tube 0.0 6 moist, no silt Tube 0.0 BOTTOM OF BORING AT 6,6 FEET 7 NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKPILLED WITH HYDRATED BENTONITE CHIPS Note: PtD background reading 0.0 ppm 8 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. BORING LOG tAi0.vNIA Drill Rig: Geoprobe Date Dulled: 7118113 Logged By: F.�Fcivnrg 9+rd I`ri$nPre�: SMrPi<Ts f rrrccft icu r, ner Boring pia: 2 Inches Boring Number: VB -196 -DL M. Chi n Sample PID Reading Depth Lithotogy Description vi Type (Ppm) Feet FILL: (SP) Light gray poorly graded SAND, medium -to coarse-grained, 318 -inch to 112 -Inch,. dry 1 2 3 Tube 0.0 4 5 grades to fine-grained, moist to wet, shell fragments Tube 0,0 8 color mottled with dark gray, wet Tube OA ...—...._.._._.`_.__.._._. ,. BDTfOM OF.BORING AT fi,6-'-FEET' 7 POSSIBLE GROUNDWATER AT 5.5 FEET NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PID background reading 0:0 ppm 8 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB -193 -DL BORING LOG 1 s,�:ev^� ttt�, tAh ! ,o , .._. DO Rig: Ceoprobe, Date Drilled: 7118113 Logged By: GIMb"rrvrti rerncr. Boring Dla: 2 inches Boring Number, UB-20-DL M. Chi m —4) Sample PID Reading Depth Lithology Deacrlption M Type (ppm) Peet AM (SP) Light gray gravelly SAND, medium-to warse grained, 3&"cl) is 1t2dnoh,. dry 1 ._.. tJA79VEi?): {SP} Brown paiitiy graded sAND, Rneyrained— .–__ with some gravel 2 3 A 5 grades to wet 6 Tube 0.0 water dripping out from sampler 7 Tube 0.0 8 Tube 0.0 g POSSIBLE GROUNDWATER AT 6 FEET NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PID background reading 0.0 ppm Completion Notes: Site: Newport Substation Newport Beach, CA Project No. v6-20-DL LABORATORY TEST DATA CHAIN OF CUSTODY RECORDS A D VAN C 1A) &TEC I I NOLOGY I.. A R 0 R A "1 €;x R. ! f S July 22, 2013 Ming Chi Southern California Edison 30015, Lone Hill Avenue San Dimas, CA 91773 Tel: (909) 394-8910 Fax:(909)3444610 Re: ATL Work Order Number: 1302118 Client Reference: NEWPORT SUB -DL, 325210 e w¢ t ELAP No.: 1938 NELAP No,: 02107CA CSDL.AC Nna 10196 ORELAPNo.a CA300003 TCEQ Nilo : T104704502 Enclosed are the results for sample(%) received on July 18, 2013 by Advanced Technology Laboratories, The sample(s) are tested for the parameters as indicated on the enclosed chain of custody in accordance with applicable laboratory certifications. The laboratory results contained in this report specifically pertains to the sample(s) submitted. Thank you for the opportunity to serve the needs of your company, if you have any questions, please feel free to contact me or your Project Manager, Sincerely, Eddie Rodriguez Laboratory Director The cover letter andthe case narrative are an integral part of this analytical report and its absence renders the report invalid. Test results contained within this data package meet the requirements of the Nahonat Environmental Laboratory Accreditation Conference and/or applicable stare -specific certification programs. The report cannot be reproduced without waittcn permission from the client and Advanced Technology Laboratories. 3275 Walnut Avenge, Signal Hilo CA 90755 ^ Tel. 562-989-4045 ° Fax., 562-989-4040 www adglobat cam Page 1 of 40 g4 $140AW Certificate of Analysis Southem California Edison Project Number : NTTI WPQ1iT SOB -DL, 325210 300 N. Lone Hill Avenue Report To Ming Chi San Dimas, CA 91773 Reparted : 07P013 SUMMARY OF SAMPLES Sample 1D Laboratory ID Matrix Date Sampled Date Receives! B-51 B -10 -DL @ 3.5' 1302118-01 Soo] 7118113 1232 7118/13 1535 B -7 -DL {ea 35' 1302118.03 Soil 7!18113 WAS 7118313 15,.55 B -7 -DL @ 4,5' 1302118-04 Soil 7/18113 10:16 7118113 15:55 B -9 -DL @-- 3.5' I302118.05 Soil 7; I V13 12A 1 7118/13 15:55 VB -8 -DL (aa 55' 1342118-07 Soil 7118/13 9:59 7(08/13 15:55 VB -8 -DL 6.0' 1302118-08 Soil 7118113 10:00 7118/13 15:55 V13 -9 -DL (a,, 3.5' 1302118-10 Soil 7118/13 9:45 7/18/13 15:55 VB-9-DL/n343' 1302118-11 Soil 7!18173 9:47 7118113 1535 VB-10-DL@55' 1302118-12 Soil 7118/13 9:30 7118113 15:55 VB-10-DL(a tiff 1302118-13 Soil 7/18113 932 7/18/13 15:55 V13 -11 -DL @5S' 1302118-15 Soil 7/18113 9:09 7118113 15155 VB -11 -DL .@6.0' 1302119-16 Soil 7/18/13 9:12 7118113 15:55 VB- 12-DL@1,5' 1302118-18 Soil 7/18/I3 843 7118)13 15:55 VB -12 -DL C' 4.5' 1302118-19 Soil 7/18!13 8:36 7/18113 15:55 VB -15 -DL a 5.5' 1302118-20 Soil 7118!13 1028 7118113 15:55 VB -15 -DI. @ 6.0' 1302118-21 Soil 7618113 10:29 71181,13 15:55 VB-16-DI,a@3.5' 1302118-2.3 Soil 7118€1310:44 718113 1535 VB -J6 -DL Co, 4.5' 1302118-24 Soil 7/18P13 10:52 7118/13 15:55 VB-17-DL(?5.5' 1302118-25 Soil 7118/13 10:59 7/18/I3 155:55 VB -17 -DL Cw 6.0' 1302118-26 Soil VIVO 11:07 7/18/13 15:55 VB -18 -DL @ 3.5' 1302II8.28 Soil 7/18113 11:21 7118113 15:55 VB -18 -DL (0,4,5' 1302118-29 Soil 7/18/1311.35 7/1871315:55 VB -19 -DL (%16,0' 1302118-30 Soil 7118/13 13:13 7/18/13 15:55 VB -19A -DL (5 3.5' 1302118-32 Soil 7/18/13 1125 7/1&13 15:55 VB -19A -DL( 5.0' 1302118-33 Soil 7/18)13 13:29 7/18/13 1$;$5 VB -19B -DL @ 3.5' 1302118-35 Soil 7/18/13 13146 7/18113 1535 VB-19B-DL{a 50 1302118-36 Soil 7/18/13 13:54 7118/13 15:55 VB-20-DL@6,0' 13 0211 8-3 8 Soil 7,]$113 12:53 7118/13 15:55 VB -49 -DL @ 3.5' 1302118-40 Soil 7/1813 1142 7/1871315:55 3275 If elms! Avenite, Signal Alit, CA 9©755 * Tel. 562-989-4!145 0 Far., 562-989.4040 • mvw.at(glahat co r Page 2 of 40 0 Aw"t Certificate of Analysis ,44044 Southcrn California Wtum FYojwtNumbcr. NFATOR7SUM-OL,325210 300 N, Lone Hill Awn= Repo" To: Ming M San Dimas , CA 91773 Rpnled: 07+21,12013 Client Sample ID 3,5' Lab ID: 1302118-01 Polychlorinated Biphenyls by EPA 8092 Analyst: BB i Result PQL mot, Daw/Tam AtMlytv OWkg) ftlka) (tx'kg) Dilution Butch vmpamd Amlyved Notes Anxior 1016 No 16 NA t 016036 071g/2013 071W1321.59 Anvlot IZ21 NO 16 NA I BX(K4+10 07 W2013 foatt'll 21L59I ArMur 1232 ND 16 NA I HIMIM 0715,3013 07ISIA2159 Awtor 12142 14D 16 NA I B300316 07tIX"2013 07'18 1321 59 Aw1w 1248 ND 16 NA I B36036 01"Tt"2011 011811,1211—" Ametor W4 $50 64 NA 4 Ru"0116 071,1812MI 0711943 Q:34 Arodor 12.60 41 M NA I BIG01436 OVI&2M3 07184.IZ154 ArmhA 062 No to tirk I 9160"Y36 tr181200 07,°13 V2 2L59 Auvkv 1214 ND t6 N'A I 1§X'16536 0711 W112015 07WO21:54 Sw� !afeAr°rcx,9�gwetn(g#h'.rep7 110% 34-124 ttl(4tl6 07,491013 0174fli,;2IJO S4,nvwe AvM*o"'OkM4 Mk% 5v IZIN IT 66"iNl 07t151013 0749,13 I.IJ4 MI 12Z 8)GOIR, 01-15Z'113 07,Ij8/jj 21:59 3,n. 1:�' 13XIW16 071&,'00 0.7'1*11J 12'.44 J275 1 VaInnIA iv?r it e, Signal Ifill, 190755 - ritk .162-989- 045 - Fax: 562-989-4040 * uwt v. adglobal ...r7 ag �=3 of 40 0O.F-ArA4.1% Certificate of Analysis SouthemCalifornia Bdisou ProjectNwnbgr: NEWPORT SUB•DL,325210 300 N. Lane Hill Avenue ReportTo : Ming Chu San Dimas, CA 91773 Reported ; 0712212013 Client Sample 10 B -7 -DL C� 3.51 Lab M:1302118-03 I otat AVIe[at5 uy x.r-ALa ZrA On IUD Analyst: AG Result PQI, MDL Datea`lime Analyze (mpa'kg) (M&A8) (mgtkg) Dilution Batch Prepared Analyzed Notee Lead dd 0.99 NA 1 8300343 0711912013 07/19113 I1710 ruiycmormarea nnpnenyis by EPA 8082 ND 16 NA Analyst: BB Result PQL MDL Datc€Tune ND Analyte (Uwkg) (ugft) (ugtkg) Dilution Batch Prepared Analyzed Notes Arnetor 1016 ND 16 NA 1 8000336 0711&2013 07/1871322:27 Aroclor 1221 ND 16 NA I 83G0336 07118!2013 0711&132227 Aroelor 1232 ND 16 NA 1 B300336 07182013 0711 &fl322:2? Aroelor 1242 ND 16 NA I 8300336 0701812013 07:98/1322:27 Araclor 1248 ND 16 NA I B3G0336 07/182013 07718x"1322:27 Arodor 12.44 470 64 NA 4 8300336 071182013 07/19013 13:01 Arodnr 1260 70 16 NA I 8360336 07/1812013 07.18/1322.27 Aroelor 1262 ND 16 NA 1 8360336 0%!18.2013 07/1811322:27 Aroelor 1268 ND 16 NA I B300336 077,1812013 0711&x1322:27 Surrogate+• Decactdorobohreryl 103% 39,128 B3G0336 071182013 0711,911313:01 Surrogate: Decachlanbohertyl 93.:1% 39-128 8300336 07}182013 6711811321:27 Surrogate 7cauchlora-m xylone 94.7 0 38 - f12 B3G0336 071182013 07,19113 13:01 Surrrogarer Teroachtoro-nt-xwdeue 93.0% 38122 8300336 0711812017 6711811322.27 327.4 Walnut Avenue, Signal Hill CA 90755 • Tel: 562-.989-4045 - Fac: 562-989-47140 • w n .arlglobal,cantrPage 4 of 40 Okj 4-41W Certificate of Analysis Southern California Edison Project Number : NT UTORT SUB -DI, 325210 300 N. Ione Bill Avenue ReportTo : £ting Chi San Dimas, CA 91773 Reported: 07,1221013 Client Sample ID B -7 -DL @ 4.51 Lab ID: 1302115-04 Total Metals by ICP -AFS EPA 6010E Analyst: AG Result PQL W)L Datc(lime Analyte (mg?kg) (mgAS) (mgkg) Dilution Batch Prepared Analyzed Notes ,ead 12 1.0 NA 1 0300343 07119.12013 07/19%131315 Polychlorinated Blphenyis by SPA 8082 Analyst: BB Result PQL MDL Daw Time Analyte (tAg) WOO (ugteg) Dilution Bauch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 B300336 0781MD13 07.1WI322;54 Atoclor 1221 ND 16 NA 1 B3G0336" 07118»013 07118/13 22:54 Awlor 1232 N'D 16 NA 1 B100336 07318../2013 0718!13 22.54 ,Aroclor 1242 NO 16 NA 1 BIG0336 07:18.+2013 0718113 2154 Arecior 1248 ND 16 NA l B3Go336 07118,2013 07/18113 22;54 Aracler 1254 32 16 NA 1 13300336 07/1812013 07018113 2154 Aroclor 1260 ND 16 NA 1 B300336 07/1812013 0711.4£13 22,54 Arotior 1262 ND 16 NA 1 133G0336 07118/2013 071191322.54 Aroclor 1268 ND 16 NA i B3G0336 074812013 070 813 2154 Surrogate: D,Tacmorobiphenyl 10246 39. 128 B3G0336 07118.2013 07d11V13 22=54 Surrogate: xurachta»-m-xylene 108% 38.122 B3G0336 0711812013 0711811322r54 3275 Walnut Avenue, Signal LUX G4 90755 0 Tel.' 562-989.4045 • Fax,- 562-98941340 ° tmm. ni(global. entn Page 5 Di4Q 404FOAA411wk Certificate of Analysis Southern CalifOmia Edison Project Number. NEWPOU Si1'B-Dl., 325210 300 N- Lone Hili Avenue RcportTo s Ming Chi San [limas . CA 91773 Reported: 07122.1013 Client Sample 1D 13 -9 -DL @ 3.5' Lab ID: 1302118.05 &mut metuw ux sa r .,Ana r:rn autuu Analyst: AG Result PQL MAL DateMme Analyte (mg+kg) (mg/kg) (mgtkg) Dilution Batch Prepared Analyzed Notts Lead 2.9 0.99 NA 1 8300343 07d1912OO 0"=-119:1313:17 Polychlorinated Biphenyls by EPA 8082 Analyst: 138 Regth ML MDL Daterime Analyte (ug1g) (ugtita) (ug,kg) Dilution Batch Prepared Analyzed ;votes. Atoclor 1016 ND 16 NA 1 13300336 OW1812013 07/1811323:21 Aroclor MI 'ND 16 NA 1 M0136 0771812613 071181132121 Aroclor 1232 ND 16 NA i B3GO336 0772812013 0748:13 23.21 Aroclor 1242 ND 16 NA I 8300330 0711$12013 07113112311 Aroclor 1248 ND 16 NA 1 B3GO336 OTIV21013 071813 2311 Arootor 1154 170 32 NA 2 83G0336 07,'1812013 0719713 1128 Aroclor 1260 79 16 NA I B3GO336 071812613 07,18/1323:21 Aroclor 1262 ND 16 NA I 8300336 07/1812011 OWMI32311 Aroolor 1268 N13 16 NA I B360336 07118/2013 07}811323;21 Surrogate.- Drraehloroblphegpl 5813E 39-128 8300336 07/1812013 07119i'1313z28 Surrogate: Decachlorobiptnnyt 107 9j 39-128 8366336 07/18/2013 0711811323:21 S'tarogate: Yktrachtora- xviene 36.9 % .38-122 8366336 07x182013 0711911313:28 Sarrogate: Tevraelilotrnm-xyterm 112 °-sn 38-122 B3GO336 0711812013 07118/13 2121 3275 WaIn it r, 4 ven a a, SfgnoI Hill, C4 90755 * Tele. 562-989 4045 0 Far. 562-989-4040 ° rvleru.ailglobal.cben Page 6 of 00 Certificate of Analysis southcra Caldomis E'&On ProjectNwnucr. NEWPORTsl;l3-D1....3252.10 300 N. Lone Hitt Aver= Rigxm 7o : MiV C;.hi L, Son Diuw%, CA 91773 Rtpottrd x 07'e22t2013 Client Sample ii> Vii -8-01, 04 5.5' Lab ill: 1302119.07 Polychlorinated 81pbenyls by EPA 8082 Analyst: 813 Result PQL MDL v3tG?Ifme Aralylo C,up"7c2,1 (ug/kg) tugwk81 Dilution R44ck-h-h PaTived Analyzed N100 ArwlorIOM NO 16 IN Ix I U300,1336 07AM2013 071M323"49 Aractor 1221 NP I6 NA C 03OMO 0711&':013 (Ml 8,13 23A9 A"lor 1232 N'A 16 NA I DIIG0316 071 W013 071911323:49 Arwdor 1242 Nil 16 4A I BA O1,`116 071,104113 07M,43:23:49 Arudor 1248 ND 1!, NA I II„4GOW 011,18+`2013 07,M11 25.44 Aruelor 12'44 tilt 16 NA 1 tt3P.'117b:ch 07,10011 07d'SR I3 2149 Awtee 1280 tik7 16 NA I tY;e(,!}1,#r iev°tt+`:QUI 07=.'9,1323:49 Atoclen 1262 'NO 16 NA I I%3C:'r#)"t, UMISAZeR0$ W184=`1323.49 Ai)+ciuu i263 NO 16 \.i'4 1 Yl W33fi iP, itL''O0 0'71k 1323:49 sromxm..^.'/7etiatihfrarcrNYGa'a.•d 10% .i4.#sS 4i3WW" 0'4?93Y.100 X40733'49 sve grffe Aky% }g. •.t' wi:A m 07+IS::4tC3 £!7+13 i3.itV ,x275Wolatttrlventie,Signal IMI, CA90.755.Td, 362-9894#45•Iicr.562.989,404OPage 74t40 Ok4 Certificate of Analysis Southem Califomia Edison PtoieatNumbert NEVRORTSUH-M,325210 300 N. Lone Hill Avenue ReportTo: MogChi San Dimas, CA 91773 Reported: 07/22'2013 Client Sample ID VM -DL @ 6.0' Lab ID: 1302118-08 Polychlorinated Riphenyls by EPA 8082 Analyst: RB Result PQL MDL DatcTime Analyte (ugAkg) (ug/kg) (ug1g) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 133GO336 07/18/2013 07/1911300:16 Aroclm1221 ND 16 NA 1 33GO336 0711812013 07/191300:16 Areclor 1232 NO 16 NA I B3430336 07/1812013 011191130016 Aroclor 1242 ND 16 NA 1 B300336 07IM013 071191{300:16 Aroclor 1248 ND 16 NA 1 B3G0336 07p 8.12013 07OW13 00:16 Aroclor 1254 ND 16 NA t B3G0336 07118, x.,013 071k13 00,16 Aroclor 1260 ND 16 NA 1 B3G0336 07'1812013 07:197!300;16 Areclor 1262 IND 16 NA i 93G0336 07AW2.013 0711911300;16 Aruclor 1268 NO 16 NA 1 M0336 071WNI.3 07119113.00:16 Su-ngate: DeewhIaroMphenul 84,0'% 39.118 B300336 07118.+2013 07119/1300116 Sarmgater reowchlor"-M-Xlen& 79.0% k-122 WCA336 O?n8t2013 0711911300:16 3275 Walnal Aventre, Signal Hill, C 90755 +Te1:.562-989-4045 • Fax: 562-989-4040 - envw.etlglobal.com Page 8 of 40 Ok4 OMW Certificate of Analysis Southern CMitornia Edison ProjectNumber; NEWPORTSUB-M.325210 30O N', Lane Hill Avimue Report To : Ming Chi San. Dimas, CA 91773 Reported: 07/2212013 Client Sample ID VB -9 -DL { 3.5' Late ID: 1302118-10 Polychlorinated Biphenyls by FPA 8082 Analyst: HB Result P(1L NIDE, Date.Frime Amalyte (Uglkg) (Wglk8) (uwkg) Dilutiaa Batch Prepared Anala^zed Nous Amelor 1016 ND 16 NA I 8340336 07,`1812013 it INA3 GOA Aroclor 1221 ND 16 NA 1 8300336 07111WOB 071191300444 A=lor 1232 ND 16 NA I B3G0336 07118,+2013 07/191110044 Aroclor 1242 ND 16 NA I 133GO336 0711812013 OW) 91i300,44 Aroclor 1248 ND 16 NA 1 8300336 07r'ISP2013 07119,113 00:44 Aroctar 1254 43 16 NA I 8300336 0711 W2013 07119113 00:44 Aroclor 1260 ND 16 NA I B3G0336 0711812013 07119113 00:44 Aroclor 1262 ND 16 NA I 8300336 0711812013 0711911360:44 Aroclor 1268 ND 16 NA I 8300336 07:!82013 07X1911300:44 Swrogate: D"arklombiphMY1 110% 39-128 B3430-436 0711812013 07119113 00:44 Surragote.• Tewarkoro-m-xylene 11113 38.422 B3G0436 WeIW2013 0711913 00 44 3275 WaIntit Aveittte, Signal (fill, C,1 90755 • Te 1. 562-989-4045 • Fax: 562-989-4040 • www.atlglobaLco.. rPag6 9 of 40 vorr"A41% Certificate of Analysis Southern California Ufti-on Pro oa Nmnber: NEWPORT SUB,DL, 32S210 300 N. Lona Fdill Avenue Report To : Ming Chi San Dimas , £A 71773 Rcp0r3ed ' 07,2V2013 Client Sample 10 VB -9 -DI, (it) 4.5' Lab 113:1302118-11 Polychlorinated Biphenyls by FPA 8082 Analyst: BB Resuh PLL XML DAc fritue Analyte (uA.991 0469) (ug'kg) odulim Bach Prepare¢ Analpoi 'Votes Ar0dor 1016 ND 16 MA I 6306336 07=18,12013 0714b[ MA I Arockw 1221 ND 16 NA 1 6300336 07 812013 01,19t1301'11 A.Wbx'1:32 ND 16 M 1 6300336 0171'0.12638 07+10,1301,11 r'ltar lw 1232 Nit 16 SA i SICA 336 071$1:{133 0.'P9'130t 11 AnxIor 1236 ND 16 CA 1 610(1336 0"!^'113+261"a 07x`14'1301 AI Arutlnr 1253 120 IA N,3. I 83GO336 0779;11301:11 A"dor1260 23 it, NA I 63i"sOM 07111112013 07±1811361:11 A"vlor 1262 ND 16 NA i RiG0336 OVM,,72013. 0'"10.'1301:11 Ar"lox126$ ND 16 NA 1 6300136 071181011 0771811301,11 5trmngurax, l."iarvrh(nrrabrphereyl IIa114 34-12A BIGOI16 01e18.12013 07"IM301t.11 Surrogrwr $10% 38.122 63003311 07,19,2013 0"PIWO Ula.II 32=7511"alma Avenue, Signal Hlil, C! 96755 + Teh 562-984.41195 4 Fav: 562.489-40d0 • +s vea till tnbaCc one Page 10 4f 40 00®r "JAL4' k Certificate of Analysis Southem California Edison Project Number . NEWPORT SLID -DL, 325210 300 N. Lone Rill Avenue Report To : Ming Chi San Dimas, CA 91773 Reported :' 07,1212013 Client Sample ID VB -10 -DL Q 5.5' Lab IDs 1302118-12 Total Metals by ICP -AES EPA 60108 Analyst, A( cad ND SA NA I B360343 07/1912013 07JWB 13:20. Polychlorinated Biphenyls by EPA KUSZ Result PQL MI. Result Date,Time Analyte (mglkg) (mg18) (mgNg) Dilution Batch Prepared Analyzed Notes cad ND SA NA I B360343 07/1912013 07JWB 13:20. Polychlorinated Biphenyls by EPA KUSZ ND 16 Analyst: BB Result PQL MDL Datta'are Analya. (119,0) (LiWkg) (ugtkg) Wuhan Batch Prepared Analynd :rmcs Amclor1016 ND 16 NA 1 B3(103%6 07118,2013 07'19.173 01138 Aroclor 1221 ND 16 NA 1 B3M336 07/18/2013 07:'19x1301:38 Aroclor 1232 `D 16 NA 1 B360336 07?18121113 0711911301,38 Aracer1242 XD 16 NA 1 9,1130336 071!12013 0711911301138 Aroclor 1248 ND 16 NA 1 BIG03315 07x1812013 07119!13.01:38 Armor 1254 ND 16 NA 1 MOM 071'18,'2013 0711913 0138 Aroclor 1260 ND 16 NA 1 8300336 (IMIkc2013 0711911301:38 Aroclor 1262 ND 16 NA. 1 B3(10336 071181013 07:1913 01:38 Aroclar1268 ND 16 Nat 1 B3430336 07x78612013 07',911301:38 surrogate; Lktruchto+tiabiphevy¢ 8o94G 39-118 B300136 07118t2013 07/79,13!11+38 Sbrmagale: TetracLCaro-m-.[,nPerte 90.5 % 3481 ., B3430336 07:18"2013 07119113 01:38 3275 WaInat.Avenue, Signal 11111, CA 90755.Tel: 562-989-4045 + Fax: 562-989-4040 • mm,tv.atIglobaLrrttta Pa a 11 of 40 Certificate of Analysis Southern "ti~••thfbmiaFdison Projec(Nuntbra': NF%WPOKrSUB-DL.32521Q 300 h. Lone HillAs'entw ReponTo: Mtn54h1 Son Dinus , CA 9177:3 Rgwwd . nv22'2013 Client Sample til' VWIQ-DL 6.0' Lab Td: 13112118-13 Total Metals by ICP -AFS FPA 501 OU Analyst. AG Result PQL MDL DAICTme Analyte On8A8) !mg/kg) (mg+kg) Dilution Batch prcpareel Analyzed Notes odd ND 1.0 NA t B}60.443 071197013 OT'19'13 13:22 Polychlorinated Illphenyls by EPA &01175 Analyst: RD Routh PQL MDL DawTiM Analtue (4149) (u8:°kg} (ugk8) Dtlwturz Bnteh Pregmtwd Anwty2ed Nttrs Awl" 1016 :sD It NA k B3GO3I6 07118201l oil, 14,10W 06 AC"tor ON ND 16 NA 1 W003R, oijg-51113 07'19,1302:05 Ararto 1232 ND Its tiA i titfii0.3.td* tr, 2013 01'19'o 02.,06 AwkwI24I \D 16 NA 1 RX43M 0'x1#120133 07i 1911302:01+ Atxsctor 120 .ND 16 \A [ 89 03)6 1171X'2013 ON91302:06 Arue&m`12z4 ND 16 tiA t i3VOOI1u 07111821013 07x19'13 r"06 Arott IZW %D 16 NA 1 8160131, 07+1X..201:3 O"A9+1302:116 Arocim 1262 \D 16 a:A 1 HIG0.15, 6 07118.:013 Of 1411302:05 AMOOT 1268 '-•11) 16 NA 1 04,10336 071181.013 07„1913 Oz 40, Swrogau-L)tr£w Aikerexhildeantt 901% 39-17,3 B1003}6 07AR1013 0702%30 tib saenvte. on” 103 % 38.12. 8360136 07%(8: 2013 07,49,11 .4 (/2, 06 327 fl ahzur.Avexriute Signal Hllf Cs4 90753 • Tel: 562-989-404.5 ^ fox; 56?. 989-4040 * )Kvn t1glr£bud couz Page 12 Af dQ� ok4 Certificate p of Analysis Southern California Edison Project Number: NEWPORT SUB -DL, 325210 300 N. Lone Pull Avenue Repan To : Ming Chi San Dimas „SCA 91773 Reported: 07/2212013 Client Sample ID MI I -DL Ra 5.5' Lab ID- 1302118-15 Total Metals by ICP -AES EPA 6010B Analyst: AG Result PQL MAL DatelTime Amlyte (mgtkg) (mgft) (mgPfg Dilation Batch Prepared Analyzed Notes ad ND 10 NA 1 B3G0343 07/1 W7013 071797131323 3275 WalnatAvenae Signal Hill, CA 90755 • Pel: 562-989-4045 'Fax -562-989-4040 • nnmv.atlglobal corn�Page 13 of 40 t f Analysis O.Fe"'Al"14 Certificate • Southem CalifetnSa Edison Project Number: NENVPORTSUB-DL,325210 300 N. Lone Hill Avenue ReportTc : Mm& Chi San Dimas.; CA 91773 Reported : 07+22!2013 Client sample ID VB -II -DI, a� 6.0' Lab ID: 1302118-16 Total Metals by ICP -AES EPA 6010B Analyst: AG Result PQI. MDL DatwTane Analyte (mg/kg) (mgIkg) (mgftj Dilution Batch Prepared Anaiya-d ?cotes .ead ND 110 NA i WG0343 07t1%20i3 07/1911313130 3275 1Valnat Avenue, .signal Hill, CA 90755 • Tel: 562-989-4045 • Fox: 562-989-4040 • txnx+n:at((„lohal.eam Page 14 of 40 40.u., Certificate of A■alysi s ;;;ahem (74f0rnia Ldtwn Projzet Number • NMPORT SUB—DI.„ 32`*210 1 30OR Lour Hill Avenue Repm To. %I* Chi I San 13imas , CA #1S??'fi Reported: 0"22r2013 Client Sample Ill VD -12-111, ted? 3.5' Lab ID 1302118-18 Total Metals by ICP -AES EPA 60108 XD 16 Analyst: AG Result VQI. MDL DaWritne Analyte Ottg h) (MrAg) tn,&4) Dilution Batch FtcPANd Analyzed NOfes ,ead ld0 IA NA I 133()0343 O'V1912013 07{1W1313:32 Polychlorinated Biphenyls by EPA 8082 Analyst: 88 Rexult PGL MIX, DA(*ITIcw Ansfyrce (041g) (Uek8) tgsk81 Ddutkw Rauh 1 vy—d An*xed Notes Arm.lor 1010 XD 16 NA I 03601*36 077aA4.2{113 tttt64"W0 Z6 Armtiwr 1221 ND if, VA I 83GO3,16 G"19112013 PV19130318 AN,nItn 1.32. ND 16 NA. 1 8"5G(1u, 07,1s,,24V 3.t7:•#4)Y303, 0 Awchg 1242 O 16 NA l BIG01,16 45'M••MW 0719113. W,28 Ar,0942'04 NO In ".r,A t 1114116 0148200, fJ71911t012.$ Arwh,r 12$3 670 1t0 NA 5 0;iti19433 IY7311.200 01,19'1113:36 Ar Jor 1260 130 RI NA 1 MA.10336 0711,1 2011 07!91303.28 Aroclar 1262 No 16 N, A, I W0033e 0"x`9 2013 0719,150318 ArMar 1268 ND Ib NA I B:K+0336 OVINV'2013 07n)l303.2x swoj,,etre..° tvrTtotsrf+JµFY+srt,14 W1; 39 -IM BKAItt, 071A2017 07,11wil0.28 snrmsate i:hrc'ttvAfutvbt/tdvnvl 117% 39-328 VIGl'.236 07118,2011 0,1194313:56 swrgittrrv7`ate#cht.uyl-nMYvfCde 100% 38.122 336036 071118,2011 07119113 N1 4r SumasrYlr: 7epYx°OrCoro-A!-,3v1ra1P M% 38.122 03(10336 6711$100 0711WI.F 13:56 327.3 ki'ulnut, fvenve, Signal HIM to 90755 # TH. 562-989-4045 ° Vaa: 562-989-4040 " r+nvry ar(�lobraLrr9urC$�a f5 pf 4!) Certificate of Analysis Southern California Edison Project Number: NEWPORT St7B-DL,325210 300 N. Lone Hill Avrmue Report To : Ming Chi San Dimas, CA 91773 Reported : 0 712 212 0 1 3 Client Sample 11) VO -12 -DL C 4.5' Lab ID: 1302118-19 rotas Metals by. JCP -AES EPA 6UI011 Analyst: AG Result PQL ASDL Data+Time Analyte (rnslki) (mg°kg) (mglkg) Dilution Hatch Prepared Analyzed Nates Lead \D. I.O NA 7 B300343 07;7912013 0711918313:34 'olychtorinated Biphenyls by EPA tW82 Analyst: BB Result PQL MDL Datw7 me Analytc (ug1Ag) (ug/kg) (uWkg) Dilation Hatch Prepared Anslyzod Notes Aroclor 1016 ND 16 NA 1 H300336 071812013 07119!1303:55 Aroclor 1221 ND 16 NA I 8300336 0728/2013 0711911103;.55 Aroclor 1232 ND 16 NA 1 B3G0336 07118,2013 071191x1303:55 Aroclor 7242 ND 16 NA 1 $300336 07,11812013 071191130315 Aroclor 1248 ND 16 NA I B300336 074,V2013 0?,11911303;55 Aroclor1254 ND 16 NA I WG0336 07ngx£2013 67,11911303055 Amcior 1260 ND 16 NA I 8300316 07 18,'2013 07719,113 03:55 Aroclor 1262 ND 16 NA i 83G0336 07IM2013 0711911303:55 Acrn9or 1268 ND 16 NA I B300336 0721 W2013 0711911303:55 Surrogate: Decarhlombiphenyl 989% 39-128 8300336 0712812013 0711911303x55 Surrogarex 7etrachlom,ra-xylene 10? 94 38-122 B3G0336 07118/2013 01/19113 03.53 3275 WalnntAveuee, Signal Hill, CA 90755 0Tel: 562-989-4045 • far: 562-989-401e ° nnvrr:arlglabal. e0m I Page 16 of 40 0,4 Certificate of Analysis Southern California Edison Project Nuinber :. N'EWPORT SUB -DL, 325210 300 N- Lone Rill Avenue Report To : Ming Chi San Dimas , CA 91773 Reported . 0212212613 Client Sample ID VII -I5 -DL @ 5.5` Lab ID: 1302118-20 Total Metals by ICP -,AES EPA 6010B Analyst, AG Result PQL MDL Date1'rnne Analyte: (mg/kg) (mBJkg) (Mekg) Dilution Batch Prepared Analyzed Notos Lead 2d 1,0 NA 1 B300343 0711W2013 09/191131313? Polychlorinated $iphenyls by EPA 8082 Analyst: BB Result PQL biDL Datu-Fime Analyte (ug/kg) (ughg) (inks) Dilution Batch Prepared Analyzed Now$ Aroclor 1016 ND 16 NA i 133G0336 OAT&2013 07.119=130412 Aroclor 1221 ND 16 Net: 1 113G0336. 07/1,/207/ 07113113:0-0122 Aroclor 1232 ND 16 \A 1 B3G0336 07t181,2013 07'14`1304:22 Aroulor 124.1 ND 16 NA I B3G0336 0711812013 07;`1911304:22 Aroclor 1248 ND 16 NA t 63110336 07118!2013 0&'19113 04:22 Aroclor 1254 ND 16 NA I B300336 07,`1812013 07119'1304.22 Aroclor 1260 ND 16 NA I B3G0336 07/1812013 07,1911304:22 Aroclor 1262 ND Iii NA 1 B300336 07118,2013 071191304:22 Aroclor 1268 ND 16 NA 1 13360336 07/19t200 07119x°7304:22 Surrogule: Pecacldorokifpinnyl 108% 39. 128 83310336 071812013 07119673 04:22 Surrogate,, reoacblaru-m-xylene 114 % 38-122 833,0336 0711812013 07,119,13 04:22 3275 Walnut Avenue, Signal Hitt, CA 90755 - Tet; 562-989-4045 « far: 562-989-4040 - wwmatlglobal corn Page 17 of 40 40CM& Certificate of Analysis Southern California Edison PrbjectNurnber:. NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To.: Ming Chi San Dimas, CA 91773 Reported; 07,12212613 Client Sample ID VB -15 -OL (a7 6.01 Lab ID: 1302118.21 Total Metals by ICP -AES EPA. 60106 Analyst: AG Result PQL MDL Dateffimo Analyte (mgrkg) (tngtlig) (mg"kg) Dilution Batch Prepared Analyzed Notes ,ead ND 110 NA i B3G0343 07/191201.3 07/1911313:37 Polycblorluated Biphenyls by EPA 8082 Analyst: BR Result PIAL MDL DaurTiwe Analyte (ugkg) (ugy'kg) (ugtkg) Dilution Batch Prepared Analyzed Notes Aroolor 1016 ND 16 NA t M0316 0711&'2013 0711913 04:54) Aroclor 1221 ND 16 NA I B3430336 07/1812013 071191130450 Aroclor M2 ND 16 NA 1 B360.136. 07I'2013 0711911304:50 ,Vwlor 1242 ND 16 NA i B300336 071182013 07!19713.04:50 Aroclor 1248 ND 16 ,NA 1 MG0336 07/1&2011 07/1911304:50 Aroclor 1254 ND 16 NA I B3G0336 07/1812013 07119/13 04:50 Aroclor 1260 ND 16 NA 1 83GO336 0711&2013 0711911304:50 Aroclor 1262 ND 16 NA I BIG0336 07IM2013 0711911304:50 Aroctm 1268 1D 16 NA 1 B3G0336 0711812013 07/19,113 04,50 Surrogate: Docachlarobtphenvt 9&4%. 39-128 B3G0336 077!812013 07119!130430 Surrogate fixmechtaro-m-.rytene 99.0% 38-122 B3GO336 0711812013 07119113 04:50 3275 Walmit Avenue, Sianaf IMI, C4 90753 • Tel. S62-989-4045 - Paz: 562-989-4040 • w vrl:aA�toba(.cnut t rage 18 of 40 Certificate of Anaivsis Suwlrem0ditbmiaEdim PruleclNumbeas NEWPt1RT+1UR-IX-125210 RX) N.LmwHill Avenue Rcpor1'fo kinschi Smw bimai, CA 91773 ltc°ported 1r7.2noll Client Sample !TIE NIR -16 -OL Vii;; 3:5' Lab ill:i302118-23 Polychlorinated Riphenyls by PPA $082 Analyst. RB Result P(L MDL 1%tte€'l`ime Analyte wwkg) (Uwkg) tuglkg) Maim Batch Prrpnrcd Anatyaed Mites ANCIOr 1016 ND 16 NA 1 113G0316 071182013 0749"1305:17 Aractor 1.221 AD 16 NA I MGM(, (IM9001:3 0711911305:17 Armh1 r 1232 NID 16 NA 1 81 0 )16 rula"2013 07±1911305,17 Aroelor 1242 Nn 16 NA 1 143GOl30 071812013 07119€1305::17 Amchr 124A ND 16 NA 1 05600.. 0718.='2011 07301305:17 Aroelar 11!14 2100 320 NA 20 1iICAi3O 0"li1As2OP OT191!314;23 Anre1ar 1260 3" 320 NA 2O t#,F37Y13te CW11 k€621113 0710,13 14;23 Arlxlor 1202 NO ib NA 1 11:1(111136 1x7.1811013 07191; 05.17 Awl" 12,68 *11) 16 NA 1 ki31:413 6 074 K2013 07€19x130517 ,Si+rgwe Vva�W,44pkereel 9$3'%3 39. 1<$ BTG0M 07;111#200 &}; 19,4914::3.2 Suarar8,zo€: )fill 39-128 101,103,16 07148,100 91491113057'll .farrr3*ve rxmhlrrr,`a�xx�xllew Iot% 38-12.' At( i0,1:36 071yrlo11 07e`fWOM23 Sur, we., Telm lutrrorwar.,rvlvne M % 38-7:%: 113110136 1Y""18o'N13 01=191305:. 11 3275 Walttul Avenue, .iignitI Hill. C19075'5 1 Tel: 562-959.4045 - Fac: 562�9894040 • nffvw,arf taba/.com Pag019 71-9-07 4-07 $1.rex"4o4o Certificate of Analysis Southern California Edison Project Number : NEIATORT SUB -DL, 325210 300 N. Lone Hill Avenue Report T'o ; Ming Citi San Dimas, CA 91773 Reported ; 0772212013 Client Sample ID V B.16 -DL (; 4.5' Lab ID: 1302118-24 Polychlorinated Biphenyls by EPA 8082 Analyst: fill Result PQL PADL DateMme Analyte (ug/kg) (ug/kg) (ugtkg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA I 6300336 077182013 0711913 WAS Aroclor 1221 ND 16 NA I B360336 0718.7013 07719!1301:45 Aroclor 1232 ND 16 NA 1 8300336 OTIS2013 OT19,1305:45 Aroclor 1242 ND 16 NA I B300336 OVIS/2013 O7,"MI305:45 Araetor 1248 ND 16 NA I 6300336 07/182913 07119313 05:45 Aroolor 1254 ND 16 NA 1 6300336 07!182013 07119A305r45 Aroclor 1260 NO 16 - NA I B300336 071152013 07419.'13 OAS Aroclor 1262 ND 16 NA I B300336 0771&2013 07%19113 0545 Armlar 1268 ND 16 ?tai I B300336 0718,12013 07,149VD 0585 Surrogate Decorhtorohiphexrryt 108 % 34.128 B300336 07718,2013 07118/13 05#5 Surmg4te: 109% 38.122. 6300336 07/1872013 071111113 05:4.5 3275 Walnut Signal11711, C3 90755 • Tel, 562-989-4045 • Fax: 562.989-4040 * immv.atlgtobaLeom Page 20 of 46 Volk Certificate of Analysis Southern California Edison Project Number: NEWPORT SUB�DL, 325210 300 N. Lone Hill Avenue Report To : Wng Cha San Dimas, CA 91.,73 Reported; 07122;'2013 Client Sample ID VB -17 -DL p,.5.5' Lab ID: 1302118-25 Polychlorinated Biphenyls by EPA 8052 Analyst, BB Result PQL MDL DaQvTime Analyte (ugIs) (Uwkg) (ug1g) Dilution Batch Prepared Analyzed Novas Ar Aor1016 ND Ib NA 1 M0336 07f1tl"2013 0711WI306t 12 Aroador 1221 ND 16 NA 1 83GO336 0711812013 07119.'13(16:12 Aroclor 1232 ND 16 NA I 33G0336 OVIV2613 07119t13(16, 12 Aroclor 1242 ND 16 NA I 83GO336 07/M2013 0719#7306:12 Aroclor 1248 ND 16 NA 1 WG0336 OVIW2613 0711911306:12 Aroclor 1254 ND 16 1NA. I B3G0336 OTIK'2013 0711911306.12 Aroetov 1260 ND 16 NA I M0336 o7r119t2013 07119113 06:12 Aroclor 1262 ND 16 NA 1 MOM 0711812013 07719/1306c12 Aroclor 1368 ND 16 NA 1 83G0336 (MIR/2013 07t1V(1306A2 Surrogate D04MhloraFlPhM),I 109% 39-125 3310336 07'1812013 0711911306:12 Surrogate; 111% 38-122 B3G0336 07118.2011 07/19.'13116.11 3275 IYalnul Avenue, Signat RM, CA 90755 ''ielc 562-989-4045 a Fax: 562489-4040 ° )mno.ailglobal rout Page 21 of 40 00.712-.14 C"ficate of Analysis Southrm C'alifotara Fal son Project Number : NVX"PORT SlJ'R DI.,.12$210 31)iN,1,aaneHill Avenue ReportTaa MingChi San Mimi. CA 91773 Reponed : 0i122,,zou Client Sample ID VB -17 -DL r"ta, 6,0' Lab ID,. 1302118-26 Polychlorinated Blphenylk by LPA $082 Analyst, 86 Roult PQL MDL Datorrutc Atutlyte (ug/kg) (ugikg) (ug/kg) Dllown 0atcb _ 11n:Pared Analyzed Ka[eA Artxlor 1016 ND 16 NA t B300336 0711£t?2013 07119/1306.3) Arttrlm 12:1 NO 16 \A t 8360316 07IM1013 07'1)11306:39 Armim 1232 ND 16 K:A. 1 0300336 0711$?WEI 0719a13063# Awl" U41 XD 16 NA 1 01CiAki36 071W':MSl3 OV0130639.. Armlor f 24$ XT) 16 4;S 1 93GO336 07:19 013 071? q3 06:34 :4nue1tw 12,W ?vii 16 INA. 1 0300336 07€18^2013 i17 19 13 nfily ArOCIM 12W "ND 16 ti:A i B3GO336 07;1$,2013 OV14130634 A"lor 1?62 YD 16 NA 1 03400316 07+1$1013 07814'1306.39 ArxIor IZ68 IND 16 NA 1 113G0336 W19,2015 0X19 06:39 Sum,garr',D«wrchIwahI7rhenYl 1011% 39.113 B3G0334$ 07/181013 07/79`73176:39 S FAs :d-:1r B,,3Cr0334 07'YS.=201: 0149,73 0439 3275 Wi7lnret Avenue, Signal MY, C4 90755 -Tat. 567-989-4045 • Favx .562-989-4040 ' rvuotcnt7gloLul rune Page 22 of 4II 'aL4 Certificate of Analysis Southern California Edison Project Number NLWPORT SUB -DL, 325210 300 N, Lone Hill Avenue Report To : Ming Chi Sart Dimas, CA 91773 Reported : 07122013 Client Sample ID VB -18 -DL Q 3.5' Lab 11):1302118-28 Polychlorinated Biphenyls by EPA 8082 Analyst; Bit Result PQL MDL DawTime Analyte (py+kg) (ug1$g) (ug/kg) Dilution Such Prepared Analy7xd NOw Amclor 1016 ND 16 NA 1 8300336 071187713 07119/1307:07 Amclor1221 ND 16 NA I 8340336 OWM2r2013 071191307.07 Arodor)232 ND 16 NIk I WG0336 07-1912013 07/19=1307:07 Aroclorl242 ND 16 "NA I MOW Q7tIV2013 0711911307:0', Amclor 1248 ND 16 NA I MOW 0711$,2013 07119,''1307:07 Areelor 1234 350 64 NA 4 8300336 07,U2013 07,`49113.14.50 Arodor 1260 73 16 NA I 83G4336 07/182013 0711911307.07 Amclor 1262 \D 16 NA i 8340:136 07/1812013 07.'19.'1307;07 Aroclor 1268 ND 16 #A 1 B300136 07;1912013 0711A'1307:07 Surrogates Deeaehlo-hipbanyl 109'.1& 39-128 B3G0336 071842013 0711911307;07 Surrogate, Deeachtorubiphe, wO 114 % 39 -128 8360336 0-11IM2013 0711"314:511 Surrogate Tanwehloro-,P-xylene 114491 38-122 8340336 07IM2013 0'78830:,797 Sarrogater.TeJrae(dnrn-nn:X)^1NgC 114 % 38.122 B3G0336 OVIS M13 074911 US0 .3275 1VainatAventie, Signal Hilt, CA 90755 0 Tel: 582-98.9-4045 ° Fax. 562-989-4040 • wwn.attglobal coin Page 23 of 40 OO.%F2-;#4 Certificate of <lnalysis Souiltean California Edison Projixt Nwnbor : N'EWPORT SUR -DL. ,`.:5210 300 iv.: Lone Hill Avenue, Rgvti'fo : Ming Cbi San None, CA 9177.1 Reporied : 07 �vmo Client Sample ID VD -1 8 -DL (a, 4.S Lab Ili: 1302118-29 Polychlorinated Btpbenyts by RPA 8082 Anal'%u RS Result PO L MDL DuretlSme Afialytt fug)kg) NOS) (ugkg) Dilation Batch Prepnod Analyzed Notes Aroalor 1016 ND 16 NIA 1 83,30336 07;'1ka2013 OMWO 0734 Aroclor 122! S'n 18 NA 1 B3£a0116 07afV2013 07+10+130734 Arwiat 4232 NO 16 NA 1 8'st II% 07"W2013 07,19'1307'.%4 Arodof 1242 Ni53 16 NA! B?IW336 W1911013 07,49.4307;3% Amdor 120 N✓ 16 N'A 1 B:iCdt336 01 1±+"2013 07$14: 13Ir, 6,u AnOor 12.',44 III 16 \A 1 830036 07:'d 1013 07.14+1307:34 ArueLm lD.ta3 \l7 16 NA F 830033% 11711"13 0711411307;34 Armhe 1262 NO 16 NA 1 83GO336 0#ttg"2013 Oji 19£1307.3+, Amdot 1.168 Sa1,) 16 NA l 8300336 071482013 01,1913 OTU Sum,gatu: Pe, at blarobiphen*t 1014% 39.128 B3GO3.36 07382013 11':7k,73 O"o 5`arr.�Wvc 'gerrar'hlnm-msx}4nav IW2 S 38-122 8300336 07Pk2013 0744W 07.,34 3275 ff ulnut Avenue, Signal 11171, Cet 90'55 * Teta 162-989.4045 * C'rtx: 552-989-4040 • nwtP»arrFC 1 baLcornCP2 B 24 0(40 Okj Certificate of Analysis Southern California Edison Pro}eetNumbera NEIATORTSLIB-DL;325210 300 N. Lone Hitt Avenue Report To : Ming Chi San Dimas, CA 91773 Reported 07122!2013 Client Sample ID VB -19 -DL @ 6.0' Lab ID: 1302115-30 Total Metah by ICF -AES EPA 6010B Analyst: AG Result PQL NIDL. Daterritne Analyte (mg+kg) (111&0 (my' it) Dilution Batch Prepared Analyzed Notes r -A i n r n VA 1 R IC,n343 07:11912013 07114,13 13 39 —71 3275 Walnut Avenue, Signal Hill, CA 90755 • !'el: 562-989-4045 • Fax: 562-989-4040 ° wwntatlglobal. core I page 25 of 40 Certificate of Analysis South= California Edison ProjectNumber NEWPORT SLB -DL, 325210 300 N. Lone Hill Avenue RepattTot Ming Chu San Dimas, CA 91773 Reported i 07122Y2013 Client Sample ID VB -19A -DL @ 35 Lab ID: 1302118-32 Total Metals by ICP -AES EPA 6010B Anatyst: AG Itcsuh PQL MM Dwe/T ma Analyte tmgrhg} tmg4(mgrlcg) Dilution Batch Prepared Analymd Noes Lead ND 110 NA i B3C30343 07IM2013 0711W1313:4, 3275 Walnut Aventre, Signal Hill, C9 90755 - Tei: 562 -9894045 -Fax, 562-9894040 - irwiwxntglobal eorn Page 26 0f 40 Ooaml% Certificate of Analysis 110 dtet califomttL�iison Properivumhc�r: NEWTORTSVB-Dl„323210 N.. Lona Hill.Avcnue Ra2.roriray hungChi Dimat CA907? Rt)iltrted: OV212013 ('tient trample 1D VB -19A -D1. � ^ 5.01 Lab ID: 1302118-33 Tetsl R'teta38.by ICP -AES EPA WON Analyst: AG ltesuia PQl„ M11L mtce"rfine Analyte tmg..1g) (mg!kg) (ing/kg) Dilution Hatch P1elnrnwl Analyzd NAVA Q ;v 17 1.0 NA 1 H3Ci(W 071W.1013 U7+19131 43 3215 (1'ulraetRverlue, S't'1rrrrllfilG Gt 96755 -Td-5621-9894045 •fiix: SS2-4&9-#{7 (1 +tRsnautt tabuGcwu! �n9 27 at 40 04 Certificate of Analysis ` Southern California Ediwn Prgj t Number: NEWPORT SUB -DL, 32.3210 3001x„ Loac Hill Meow Repan. To: Ming Chi San Dam, CA 111'73 Reported' 07.12,1013 Client Sample ID VW19B-171. (.i 3.15' Lab 10:' 302118-35 Total Metals by ICP -AES EPA 60108 Analyst: AC RMIL PQL 44DL DaM/Time Analre (m914) (mgAg) (mgkgt L>livivi n Hatch Prepurd Ana"d Nott;; A ND 1.0 NA 1 MOO 0710,'200 OV1913-13;45 3275 H otuur Avenue, Signnt Hill, C11 gQ755 *Tet: 562.98 D4S * Pnx. 3d2 -P& 0 (t * tvan .nfX Xabui aatr Page 29 of 4� Certificate of rinrtivsi s Southem C:al4hsm a Edison Pwica Number : NE PORT SURE DI., 325210 300 N. Lone Hill Avenue Re9ott To : M1 T (Ii San Dimas, CA 91773 Rcporwd : 07P2212013 Client Sample 10 VB -198 -UL @ 5.0' Lab ID- 1302118-36 Total Metals by ICP -AFS EPA 60108 Analyst: AG Rrsuli. PQL MDL. Aatat7lma Analgte (mglrg) (mg g) (mg*g) Oilutim .Batch Prgymd Atwalvzrd *:atcs ad 2.1 1.0 \A 1 17760343 07:'14 01? 07AW131351 3275 Walnut dlvenae, cSlgnal Hill, (A 90755 - Tel:502-089-4945 * Bays 562-989-4040 • www.atlglohal.rom Page 29 of 4II OO.(F,,A& Certificate of Analysis Southern Califor0otUJis0n Pra}cs.-t'>,untw: !�I^'. "tTC]RI"Si„373.i31.,32;wiiF 3(tO N, Long 11,11 Avenue Repan To : Miog Chi Sen Dill wi ,. CA 91713 Reported : 07f22+2013 Client Sample 1D VB -20 -DL (ai 60 Lab 1D. 1302118.38 Polychlorinated Bipllenyis by EPA 8092 Analyst: BB RMI, PQt. MDL Date'iime Analyte (ug/kg) iuBikg) (uWkg) 1::titution ]latch I"Wpmvirl Analynd Arms Amlot 1016 NO 16 NA 1 I13GOW 07119;2013 07/(9t1310;47 Aroclor 1221 \D 16 SA 1 I13G0340 (1101"7011 07,1903 10:47 Asachar 1112 tiD 16 *'A 1 tt3<i0.44Q 071"i92013 07!19/13 16747 Armka 1242 ND 16 NA I Bit;i0140 0MW1011 0719,13 10,41 Awlor t24tt tiD 16 NA I 83210140 07,17],201) 07'M13 M47 Araelat 1194 100 10 NA 1 4360140 0711912013 07,11943 10:47 Atwlm 93311 ND tf NA I SIG0340 07x19.'2013 07,'19.1310:41 Anwho IZ6Z 4D 16 NA I BIG0340 OIV19110n 019'131047 rtiavw,3X9!'V4 ND 16 NA t WWO)140 0`,']4`2013 1)7.19.1;170.47 sw0gataa DerwhhohrphltlI t3:a 8`6 39-1.0 F13Ca1'i,140 07.14,2013 OV194310-41 ,SurrXlglurt' CrtYut'hiiwittar'C}i"1Vn" 105 Y4 33 ` 1211 !i3{ O. 140 01,111) 2013 0744.73 19117 327511"alnut.l enrrr, 4ikttaf 17111, C4 90755 , Tet;562-989 11tJS • F"ax: St 2-989-fU40 • tanrnaatlgtabaf.caat Page 30 of O 0O.Fr"Ll, tA Certificate of Analysis Southern California Edison Project Number t NEWPORT SUB -DL, 325210 300 M Lone Hill Avenue ReportTo ; Ming Cha San Dumas, CA 91777 Reported : 07122.2013 Client Sample ID VB -49 -DL [As 3.5' Lab ID: 1302118.40 Total Metals by ICP -AES EPA 6019E Analyst: AU Rauh Ppf, MOL DareaTPme Analyte (mg,'kg) (mglkg) (my'kg) Dilution Batch Prepared Analyzed N'bi y Lead 8.8 1.0 SNA i 8300393 071191013 0711911313:53 3275 Walnut Avenue, Signal Hill„ C4 90,755 • Teh 562-989-4045 i Fax: 562-989-4040 - rw matlgtabaLeora Page 31 of 40 Certificate of Analysis Southern California rdison Project Number; NEWPORT SUB-DL,325210 300 N. Lone Hill Avenue Report To : Min3 Chi San Dimas . CA 91773 Reported: 07122,2013 QUALITY CONTROL SECTION Total Metals by ICP -AES EPA 60108 - Quality Control Result PQL Spike Source %Rea RPD IAnalyw (mpkg) (rnLft). Lowl Result %Roo Limits RPD Limit Notes liateb B3G0343 - EPA 3050B Blank (83G034"LICI) Prepared. 711912013 Analyzed: 771912013 Lead ND 1.0 HIR US (83G0343 -BSI) Prepared: 7(19/2013 Analyzed: 719/2013 Lead 443300 1.0 50.0000 97.1 90-120 Matrix Spike (B3(;0343-MS1) Source: 1302118-03 Prepared: 7119,12013 Analyzed: 7119'2013 Lead 156.273 1.0 125-o00 43,5362 90.2 51-106 Matrix Spike Dup(83G0343-MSDI) Source: 1302118-03 Prepared, V19..`2013 Arwiyzed: 7!19,21113 Lead 162.466 1.0 I25,000 43.5362 95.1 51.105 3.89 20 3275 Ifulnu, Avenue, Signal Hilt CA 90755 *Tel, 562-989-4045 • far: 562-989-4040 ° wn'u.adglabal cam Page 32 of 40 Certificate of Analysis y s SouthemCalifornia Edison ProjectNumber. NEWPORT SVB•DL, 325210 300N. None Hilt Avenue Report To : Ming Chi San Dimas CA 91773 Reported: 07t2U2013 Polychlorinated Biphenyls by EPA 8082 - Quality Control Result PQL Spike Source %Rec RPI) Analyta (ug,'kg) (ngdkg) Level Resulr 4. Ree Limis RPD Lunv Notes Batch B3G0336-.GCSEMI PCBtPEST Blank.(B3G0336-BLkl) Prtpareds 711812013 Analyzed: 7/1&2013 Aroclor 1016 ND 16 NR NR NO Amelor 1221 ND 16 ND NR NR Aroclor I232 ND 16 NR NR ND Arocfa 1242 .ND 16 ND Net NR Aroclor 1248 ND 16 NR \R ND Aroclor 1254 ND 16 NR Arcwtor 1260 ND 16 NR Amclot IZ62 ND It, NR Aroclor 1268 ND 16 NR SurrogateDeracdttamhipherryl 14.71 !6.6667 88.2 39-128 Sarmgalee Tkb4mhlarwmxvlamr 16.69 16.6667 lilt) 38-122 LCS(B3G0336-BSI) Prepared: 771&ZO 3Analy=t-711,rse'2613 Aroclor 1016 145-551 16 166.6(+7 57.3 64-100 Aroclor 1260 148.111 16 166.667 ?C89 68 -100 Surrogate: DwachlorobOwnyl 14.47 16666,7 88.0 39-128 Surrogate: 7'etrach:'oro-m.x,Ylene 16.08 16.6667 965 58-122 Matrix Spike(B3G0336-MSI) Sources 1302118-12 Prepared: 71181013 Analyzed: 7/182013 Aroclor 1016 160.578 16 166.667 ND 963 48-126 Aroclor 1260 165.994 16 166.667 ND 99.6 46-130 Surrogate: DewMorobtphenyl 17.21 16.666:7 103 39-128 Surrogate: l'rrrvu;htom-m-x?dene 18.27 16.6'667 110 38.122 Matrix Spike Dup(B3G033(-MSDI) Source: 1302118,12 Prepared: 71IV2013 Analyzed: 7/18/2013 Aroclor 1016 161.80:1 16 166.667 ND 97.1 49-126 0.760 20 Aroclor 1260 166.771 16 166.667 ND 100 46-130 0.467 20 Svmegara )DwmNr bipIMyl 1734 16.6667 104 39 -128 Surrogate: Tsrrerehlorb-ru-xvfserr 18,53 16.6667 it] 38-122 Batch 83GO340-GCSEMI_PCB/PES'T Blank(B3G0340-BLKI) Prepared: 7/19.'2013 Analyzed: 71191'2013 Aroclor 1016 ND 16 NR Aroclor 1221 NO 16 NR Aroclor 1232 ND 16 NR Aroclor 1242 ND 16 NR Aroclor 1248 ND 16 NR Aroclor 1254 ND 16 NR Aivelor 1260 ND 16 NR Aroclor 1262 ND 16 NR 3275 Malnat.Avenue, Signal Hill, CA 90155 . Tel: 562-989-4045 • far; 562-989-4040 • navw.ar(global catn !'age 33 of 40 0,4 ewolmlwk Certificate of Auai osis Southern California Edison ProjectNumber; NEW'PORTSLB-DL.325210 300 N. Lone Hill Avcn'ue Report To ° Ming Chi San Dimas, CA 91773 Reported t 07122/2013 Polychlorinated Biphenyls by EPA 8482 - Quality Control (cont'd) Result PQL Spike Somv %Rec RPD Analyte (up,7cg) (ug Ng) Level ROUR %Rec Limits RPD Limit Nw" Batch 83GO340-GCSE611_PCB/PEST (continued) Blank (63G0340-BLK1)-Continued Prepared: 7x`142013 Analyzed: 7€1912013 Aroalor 1268 ND 16 NR Surrogate: Deeachlowbiplmnyl 15.27 166667 91.6 39-118 SamilateTenwchlwrom-,xylene 16,26 16.6661. 97.6 38-122 LCS (03Go340-BSI) Pwptuex 7;192013 Arulytrd: 749,201-4 Am dor 1016 144.877 16 166.667 86.9 454-100 Aroclor 1260 157.642. 142 166.667 94.6 69-100 Surrogate.. Deeaahbmhlplmoyl 15.53 16.6667 93.3 39-128 Surrogate; Te7rwhk)wa m-xp(ene 16.05 166667 96.3 38.122 Matra Spike (13300340-N61) Source: 1302118-38 Prepared: 71192013 Analyzed: 7/19,'2010 Aroolor 1016 169.917 16 166.667 ND 102 48-126 Amcler 1260 200.050 16 166,667 15.1238 111 46-130 Surrogate: Decaclrbwblphertyl 18,55 16.6667 111 39-128 Surrogate: Teawchlaro-m-rydene 18.82 16.6667 113 38.122 Matrix Spike Dup(63G0340-f-ISDI) Source: 1302118-38 Prepared: 7/19/2013 Analyzed;%11912013 Aroclor 1016 161#,777 16 166.667 NO 101 48 -126 0.673 20 Amclor 1260 t97,237 16 166.667 15,.1238 109 46-130 132 20 Surrogaw Decachhirobiphenyl 18.43 166667 111 39-128 '`w gate ;'%nathlora-m-xy1me 78.80 166667 113 38-123 3275 6i'wlt:ui Avenao, Signal Hill, C.4 90755 • Ted: 562-9894045 • Fart 562-989-4040 - Imvw.atiglobal com 4-114011"1404 Certificate of Analysis Southern California Edison Project Ntuiilmr °: NEWPORT SUS -DL, 325210 300 N. Lone Hill Avenue Report To , MingChi San Dimas , CA 41773 Reported: 07!22)2013 Notes and Definitions NO Analyte not detected at or above reporting limit PQl„ Practical Qoantitatton Limit MDL Method Detection Limit NR Not Repotted RPD. Relative. Percent Difference CAI CA-NELAP (CDPH) CA2 CA-tL:AP (CDPH) ORI OR NFLAP (OSPHL) TXl TX-NELAP(TC:EQ) Votes: (L)'L'bereported NIDI, and PQL are based on prep mho variation.. and analytical dilution. (2) The satliz 12C of specific analytas signifies that tiro. reported result is taken from the mmnnent'a accord column. 3275 WaInat Avenue. Signal dill, CA 90755 • Teb 562-989-4045 * Flu: 562-99,0-4040 Page 35 of 40 RZAY z 2r- 410, ta 4VO t or- LAJ Iv uj w Ilk I,— 050 S—K 1? �vii lip I ILI C4 Page 37 of4 `m 13 cl c01 a� 1 NO11VA83S38d m yAFs %j I v M2 o 40 x.99?0�. SQ !g erxi�' A foa Pn 0 8-- ' 1 (qXy agJ y a W Q LJ d. di m N fL iz i,XgX $tft✓'(Fl X `QX OlrAt $i&.ep 7 'l J /' �q:`p y. f 'G p. IC n arc Lu a.n r�t/Xe/ob'`JJ,X O �e Eik1,` l y{ ts:it a F��1 y. t /SL)41 V• l .ISN a? (ti \ VVVJJJIII' t N.Ny .� yN p. ��N irk K s w All S g pmu a g, ca 13i � en Six wLO J !! fav AM � ! m a u tw 3mn °d 02 Zm [Emsi T.ywj pp f9 } f a4? Page 37 of4 4N 8 j P s NO# VAU3S38ldir amp r m W m+€.;o 4 c v4 �Ib" k.. 6rr±y_ Ole gig �y E I qp � � Ale a chi91ps ia` b t; Y . C51 ;tit Loa js� m ., iii. *'" U01 v LA 4 Ark— h E Z Osl r mN u 0 p Pa a 38 pf 4Q vy m Y rt 4 NQt3.tlhtl3S3'�d s st yy In r 140 J it q $ 44?? ! 1 5✓„S'. j� :. �t ` D L�px ��. ��wy�� v+,�}r td� R'�I� Iv w. rid}»♦�/wL. �.. t ! M y t m ..,.�..`......,L tFta&Y' r"'is'. i �2{, C `moi k, x vc $6n t4. Sys •H •�+�uS 00 ���V Y} ` +� ! I �.� O Ci CGJ. ��4Si�� 1'�(�� IT �i 1r� i ` 3 � � � '�-+• v ' i y { 's ¢i$ y � � �. rfi p11 { ^�$� l�. ice` � ... 0 TIM , CCCSSS ({! } }Gp�� ��yy� l *i 1( $.L N q}� /•,` A� C G7 �6uv. � j # .pAppX N Y4 � } F fel} %. � 4, R p,42 ii H" N O va a � a A Y � 15 V t � j i { } #d 4 ,�'a�3 �a�: 4 �y i nui A4 O o S V 4�V a i=Q NOt1VAke363Hd C3 7 40 mQ Q a,u k:g w a_ u t r { `Sap 7fhff a i p kms,. �.: a -100 j��tbt8i8O'c _ m } k it t i u ¢ CL j, t,y�aO t�ks��'�. a._v O i1Ir w 83z 1 I E � � 1 -hg ...y 1 1 V +� 1 9�{ Y 2 d. ae .P.,. fi 1 N O OV) .tea a � IL D.i U (�I YtC — C> z Fcs F t0N ~ �gg V i sapy s, A 6'C C t75 y ,iS 2 t'i R �x U R V, ag 4VAL r � V ° NaLO <Oti z ID Q 3.� E tYm wU ¢ 45r =a si i3taw s Faaer 44 of #0 7 A D VANCE D& I ECHNOLOCi`( 1, A 0 (1 R A 1 0 R I r � July 24, 2013 Ming Chi Southern California Frfison 300 N, Lane Hill Avenue San Dimas, CA 91773 TeL(909) 394-89 10 Fax:(909) 394-8610 Re; ATL Work Order Number : 1302118 Client Reficrence : NEWPORI'SUB-D1,325210 I'LAP No,� 1938 NELAPNu� 02101CA CSTXACNii,� 10196 ORELA? No.M10000.1 TCEQNo.: T104704502 Enclosed are the results for sample(&) received on July 18, 2013 by Advanced Technology Laboratories. The sample(s) are heated for the parameters as indicated on the enclosed chain of Custody in accordance with applicable laboratory certificationss. The laboratory results contained in this report specifically pertains to the sample(s) submitted. Thank, you for the opportunity to serve the needs of your company. If you have any questions, pleasc feet free to contact me or your Project Manager, Sincerely, Eddie Rodriguez Labotaton, Director The co4er letter and the caw narrative are an avegral part of this aratyracal report and its absence retailers die report uw alid. 'rest results contained within this data P"kae ge racet the rquincrurras of the National Envoonavidal tewboratory AWedimV011 Conference and'or apphoahle unification prolirm,,. Tho report cannot be reproduced without wrown permission Prom the clitnt and Ade anced Tvchnotogy Laborauiri4m CA YV55S 4 IN: 562-9499-4645 1 Fax: 562.969-4044 rt�rt'rv.ar/�;lrbrJ. caret I Page I of Certificate of Anaivsis Southern Cahfuraw Edison Project Number. WW"Pt7RT SUB -DL„ 325 k0 300 N. Lana Hill „Avtamc Report To t Ming Chi San Dimas, CA 91773 Reported: 07/34/2013 SVM.M,MV OF SAMPLES Saraple. W laboratory M Matrix Date stttnplcd Date Received I B -5 ,s 840 -DL €, , 4.5' 1302118-01 Soni 7x1&13 12:41 71813 15:55 B -9 -DL ( 4,5' 1302118-06 soil 7F1813 12122 7118133 1535 Vii -94)L @ 43' 1302118-11 Soil 7,19 13 9:47 7118?13 35:55 VB-204DL gi 60 1302118-38 Soil 7118113 12:53 7'18113 15:55 VB -20-D[, 7:0' 1302119-39 Soil 7 )WO 12:56 7:18113 15:55 3275 13''ahxu! stvoxnw. Sfgnrzf,FXI[l, Cel 90x55 - Ted: 562-9844045 - Fizz,, 562-989-4040 * rx�u�tv,tN't,�lrrbut.evne Page 2 0 "171 0kj 4-10 Certificate of Analysis Southern California Edison Project Number: NEWP(7RT SUB -DL, 325210 300 N. Lone Hill Avenue Report To : Ming Cbf San Dimas, CA 91773 Reported: 07"2412013 Client Sample ID B-5 / B -10 -DL @,,, 4.5" Lab ID: 1302118-02 Polychlorinated Biphenyls by EPA 8082 Analyst: BB Result PQL MD1. DateMme Analyse (119lttpJ (uWkg) (ug(kg) Dilution Batch Prepared Analyzed Note$ Arociar 10161 ND 16 ''NA 1 B300390 0722/2013 (7712211323'. 21 Aroclor 1221 ND 16 NA I B300390 07/2212013 07122113 23,27 Araefor 1232 N11) 16 NA 1 8300390 07(12/2013 07122M 23;27 Aroclor 1242 ND 16 NA i B3G0390 07.+2-1'2013 07221I3 23,27 Arector 1248 ND 16 NA 1 6300390 071222013 07122/1323,27 Aroctor 1254 t50 16 NA 1 B3G0390 07+12212013 07!22113 2127 Araclor 1260 ND 16 NA. i B300390 07,=2013 0722113 2127 Arooclor 1262 ND 16. NA 1 63G0390 07/222013 072211323:27 Arocior 1268 ND 16 NA i M0390 07!222013 0X22 B 23x27 Sm gator Decactdar hipheuyl 106 % 39-128 B300390 07,22!2013 07}22113 23127 Sxmngarex7elrachloro-m-xylene 104 38-122 B3G0390 07,221.2013 07+22113 23 27 3275 Walnut Avenue, Signal Hill, CA 90755 - Tel: 562-989-4045 • Fax: 562-989-4040 0 m no atlglohoLcom Page 3 of 11 Certificate of Analysis Southern .califorruaEdison Prtilcctl`tumleer. NV&T(7RTSUM-DL,325210 300 N. Lone fill Avenue ReportTo Ming Chi San Dimas,CA 93771 Reported; 07r74✓201 Client Sample 1D B -9 -DL Cg. 4.51 Lab 1D. 130211"6 Polychlorinated Blpbenytr by EPA SU$Z Analyst., BB Result PQL MDL DAtmitmc Analyte (u&'kg) {uV41 (ug/kg) DHutiun Batch I mrawd Analyzed Noirs Amir.14116 ND 16 NA 1 MOM 077,013 OM11323:54 Areeh r 1221 ND 16 NA 1 B360390 fl'< 2;':U4:3 07122,1123:54 ASOCiix! 12!: NO 16 NA I MOW 0W—"112013 OVZ21323:.54. AMvIcw 1242 ND 16 NA 6 B3GO"O VJ..22,420t3 17752:.6:2.3.55 sAroclor 120 1411 16 NA t MG03" OTI 111013 07,'221323':554 Armlor 1254. e"D 16 ISA ! B3C096 01,22=1013 07:24(323:54 Amlot Q(6 \i`.) i(I NA I B-IGM90 07`„'x.21201'1 07<2'1323:54 Atoetor 1262 ND 16 NA 1 8300310 07,22.3013 07,'22:t323:54 ArocAn 1268 Yl) 16 NA 1 13;360191) 0Tt2 '2013 07i221323:54 SurrrgVIO i)trurxMtortikiphemd 10x"It, 39-1.2.8 MOM 0%2?2015 07'X2%1323:14 swmgwe /7arnc>ktorn-ntx;.#ens J09% 3A, 122 B3W390 01,2252,03 07,721323:54 327 41'0f)rrtt renue, Aignof HIM (A 90755 • Tel: 562-989-4045 - Foxe 562-98941I0 Page 4 of i 1 ok4 o4j, "Wk Certificate of Analysis SoulhomC'W4omiaEdison PrmcctNumba°r; til WPt3k1"'a"iR-PL,3n? IO 30 N, Lane Hill Avvmw Report To , Wolt C"hi San Dimas, (.A 111'73 %spurt : 217"342201:3 CHent Sample Iii VB -9 -DI, ta= 4X 1.ah #17:1362119.11 Polychlorinated Btphenyla by EPA 8682 Analyst. BO Result PQL MOL mic"rime Analyte (ug?kg) (uskg) (ug,kg) Dilwim Bash Pmpawd Analysad Nows Aroelor 1016 ND 16 NA I 113CW90 07#223403 07#zr13oa:2.1 Aroelor 1221 ND 16 NA 1 B36090 04:'22+"4013 07,123113 0012 Aroelor 11l2 NGS 16 NA I B31i0190 OV.12,1013 07,23°1300'32. ArocW 1242 Nt) 16 NA 1 ]i04190 01`2.,7,013 07123+13 012 Annlrx 1248 N1? 16 NA I 10CAD90 0a 2x2h/= 25'+:.23' 13 tk"r:.22 ArocIm 254 ND 16 \A. 1 113tir1, 40 07117014 07rVg300:22 Aivalw 12M ND 16 N,A I B: t:",¢1?!k'3 0732,"2211,3 07,12: 110022, Anxior 1262 Nt1 16 tial 1 030090 M,22/11013 07123 03 0 1 sla':tlot V 26 1411,1 14, A l BYWY40 4!7122 ZOII 07,?1130.22. Safrrrx„uvx f%r;'.ux43'wxths m}r` t054". ;1:.(2,1 ,1,6,12},9;7 tV? Vx413 0111M.; 0 Iz Si+.*r,a;.2:ecx d`x mzn,d,''a,rs*,m.tp'ft+rr 90#72 3$-t2 1512,">4i?1r# t,1l x2+WO fM231-17300.13k 3275 Wolin Avenue, Signal MY. CA 90755 0 Tek 4142-989-4645» Pax: 462-989-46412 Page 5 of 1 l Certificate of Analysis Sauftm California LdIson Projeet'v`anrdrrr � NIE%'1*cMT $VB -TSI., 325210 300 K Lent IIlll rwenue RCTOTI "%: M11%C hi San Diij s , CA W73 Reported: 01,24,12013 Client Sample ID VB -20-111. C416.0, Lab ID. 1302118-38 Polychlortnated Biphenyls by EPA 8082 ,Analyst: DR Rewit PQL MDta Daw,,Tlme Analyte 04*91 (ug,xg) (ug/kg) Vilwki Batch Prepatcd Analynd Main Araclor 1016 NO 16 NA 1 13160390 07F2'13013 077-03 00.49 Aroclor 1231 ND 16 NA 1 MOM 07'22+2013 07+2YU tWA9 Anw,lor 1272 4:1) 16 'NA 1 8300390 07,`22�200 05,'231.100:49 Aml"1242 NO 10 NA i n3Z,0390 01'222033 0' 713'13 Awl" 1245 ND W6 NA 1 n3(10390 07122'2013 072313 MA9 Amdof 1'8.;4 ti() 16 XA 1 MOW 0T=:3''201) 07,2.'31300:49 Armlor 1260 NII) 10 \rl 1 1160340 0'."IZ112013 177:73`1300:+49 AMWW I26s' ,ND Ih NA. T MAIM 07;=22`2013 07"23,'1300:48 Ar"Wr t362t %D Pts NA I R?4rv;1." 07:22=":013 07+231300,49 Surmg,4^ 167% iO, IM W00,190 0""11013 ON', 1{X3:49 S.:rrcy„n7Jt. Yatr>xfl/ew'en mmz*AV 98.+7% 38-U., tMM;+.>ti 07.::,20'23 07,,;.A�ft W+,47 3 'S fVaitlut.ivatzue, Slgtral Hilt, C,4 90755 0 IM 562-989.41145 * Arra 562-989-4#40 0 momatlglabal.com� page 6 of 11 Okj Olwk Certificate of Analysis SouthemCalifomiaV&son Projectivwnber. NEWPORT'SUB-M,125210 300 N. une 14111 Aaelrue Rupon T'o . Ming C"1si San Mma,�, C"2A 9177„5 Reprnte4: 07'24,=;.013 Client Sample 1D VSB -20 -DL (a') 7.01 Lab 10: 1302118-39 Pnlyehlotinatted B'iphenyt% by EPA 8082 Analyst- BB Raa.'ult PpL XMI, Vaac4'Tlm A»elyte (ug,,kg) (ngfkg) (ug,w DRUO(n Batch Prugrarod Analy7,W Notes AnxI0r 1016 NO 16 NA 1 MGM” Mal—,2013 07:2.3,'1301;.76 Amcor IM Nl) 15 NA 1 106+0)40 07122.7013 07,23'1301.15 Aroclor 1232. \D 16 NA I 1332;03+90 Oli'7:F2013 O'23?I301:16 Aroctor 1242 ND 16 NA 1 133610390 07e2VIOI3 02,'237001:16 Amds 1248 ND 36 XA 1 10,,00390 01,.22013 M,2` ,11301:12, Aroctor. 1234 ND 16 N.e 1 137(70.39) 0?. +222013 217,=?t 2301:2€+ Awelor 1260 ND 16 NA t 832:30390. 07}23.2017. it"7"23.1301;.16 Aroclor lib' l8D 16 NA I 13160M 07122,1013 07/2311301;1s Arar+:tor 1268 NP 16 \A 1 "11,69990 01 „2.2101 0'1;21 19711.12: 5urr Xatr [7rv.rr.h:aurxbgrbv'try1 9$1 `18 30. N$ TI-V*090 iWIN1201;3 91,7E«3`1301::16 Surrogwe 8u.6% 38-U." t3307190 07°3:,200 WIZt130t.16 3275 Walnut Avenuvr Slkwal tlttl, t :A 90 ^.55 4 Td., 562-98042145 • Fax: 562-989-4040 Page 7 of 11 00at;%, Certificate of Analysis 5" it%"California Edison Projcet.Number, NEWPORT StAW)l,3Z$210 300 N. Ione Hill Avenue RtVon To : Ming Chi Sd Dimas ,CA91773 Rgwrttd: 07.2412013 QUALITY CONTROL SECTION Polyehlorlaated Blphenjv, , by EPA $482 - QUAWW'Control R0111t PQL SplAc Source a<, Roc RPD A (u kg) (u 'k) Level Result %Rec Limits RPD Ltmil Notes Batch 83G0194-GCSEtt1P(:"FST Bout( (0360390•RIXO Pwrw;tnd: dt22,2013 Analyzcd 72V2013 Asx of 10M T`«D 16 NR M0644 1221 ND 16 NA Atmclor 183.2 \D 16 NR Aroclor IM NO 15 NR Aroclor 1.148 NU i6 NR Armlet 1254 NO 16 NR Amciur 1260 NO 16 Nit. Amdor 126: Nt) 16 NR Axw1or 12" \0 7( NR s4mrgate Dawchbm+t'rlhew dS.P6 166663 91.1 9p1128 Sueruguse reftt*Avwr dn•*Ome 15 'Vo 164667 4414 ,S8- M U..'s (n3(.D390.0.14) Prepared, 3!22=2013 Aractur 101+9 146.308 16 166-661, 817.8 64 1 W) Ara for 1241) 161.366 16 166,60 97,0 68, t00 somVate 1hnrx;.k3;+rob%mhenpl 15.93 166667 916 39-nlw Smr3ngatm i"afn'uAhrra.mr-r„SYrree: l6.S9 16.0667 9SS 34-122 P9utdw.,+"pika (63(x0390-33fit) Source: 13((211846 Prcirxrcd:7/'V2013Ana1yzed 7:121019 Amom (tilt, 171 Tait 16 166.6(1( ND 203 48-126 Arodor'1260 19A 44,) 16 1(16 6011, 1%V ttfi 46.1:10 Surrrrlwe tkeeuzi6o e(e heev7 188, 006667 114 39-1222 swnvxe Pi^tmsml+ wo•m:tykwrsa 3$.,94 16660, 113 39-12.* Ntatdx Spiky Dup tM0390-'h19Dt) Source: 1302118-06 Pte m& 7=221013 Anmlyomd. 71172011 ArmlortOD, 169226 16 166.66'( ND 902 48.126 L47 20 Amclor Quit 190.540 16 166.667 VD 114 46-130 1.51 20 Swregate.' Dxv.'acLMrpdipH.xnl 18.77 166667 H.? 39-1211 SMrmyn3e: TrtrnrhJorn-m-xylene 18.66 16.6667 112 3.175 l#ahurtAveatlle, Signo€ /fill, CA 90755 - Tel: 562.989-4045 • Fac. 562-089-,0040 K rvrov.aligtobatcoue Page 8 of l l 11 M g4 Cerdficate of analysis Southem Gahrornru F:"dison Prolat:t l umlwr : ''NTuRORT SLB M,. 3% 110 3000 LoturfliltAvenue RrpartTo: MingGhi Son t)nrtas, CA 91'73 Reported 07!24;2013 ;totes and Definitions ti17 xAnaipc AM &%ectad at"awvo re min Iasi! POL. Practical QuMoitakm Limit SIM, Moll+d Detmgkm Leon 1sR NotRePareed RPD Relative Per"te DifiMmitce CAI CA-NIAAl'l DPH) (;:A1 CA -1 -LAP IC"DPH) ORI C54i- 11AP (OSPUL) Tk.9 TK -NF -,L §P (I CE(>) Ngvet (1 ) The mponed WX and PQL we based on pmp m v, wvr:antm unit an ityt3eal dilation. (2) Me suffix tX1 of Spook anal) tri iigmifia thm thr rel fined result is taken hvam rhe inanrnntees s and colamm. ,i,'TS Walnut, 4ren ma, Signal Ifill CA 9075S * Tel: 562.989'-4045 * Fox,- 562-989-,104P * susaeaadglobaLcoin I Page 9 Of 11 Diane Gatvan From: Grace.Bemabe@sce.00m Sant: Mortday, July 22; 2013 3:47 PM To: Diane Galvan Cc: Grace Bernabe; Ming.Chl@see.com, Carmen Aguila Subject: RE: Results - NEWPORT SUB -DL (1302118) Attachments: Newport -DL COC additional.pdf HI Diane, Please run the following: PCBs • B5B10-OC @ 4.51 (this is the °Hold° sample) Please run the RtziD end of the tube o B -"L @ 4.5' (this is the "Hold" sample) Please run the RED and of It* tut), • VB -9 -DL @ 4,5" Please cirri the BLACK end of the tuba * VB-20•DL @ S.0' Please tun the BLACK end of the tube • VB -20 -DL @u7 7.0' (this Is the "Hold" sample) Please run t". RED end of the tube I'm also attaching a COC of the above instructions. Please let me know if you have any questions and please run A TAT by noon tomorrow. Thanks time lsrrnzl <a PPD f ngtaeesing & I`eebnical Sen-ims Geotechnical Group 909.394.8947 FAX 47947 909.394.8610 FAX 47610 626.524.3741 cell Pa e10of11 It i `• 1. All + is � tt ro a Fit _741 it 3 icy F a +6 r ¢ 10 9j zio ! Ito Q t > x all .. (( a wiOD a'fix. ,w� lia (A. Pa eilof1i All VANC ED 7 CC.IINCIL..C)G 1.. t p () R A t o it i r 4 July 24, 2013 Ming Chi Southern California Edison 300 N. Lone Full Avenue San Dimas, CA 91773 Tel: (909) 394-8910 Fax:(909) 394-8610 Re: ATL Work Order Number: 1302118 Client Reference; NEWPORT SUB-DL,325210 ti ELAP No.a 1838 NELAP No,a 02107CA CSDLAC No.: 10196 ORELAP No.: CA300003 TCEQNo.: T104704502 Enclosed are the results for sample(s) received on July 18, 2013 by Advanced Technology Laboratories. The sample(s) are tested for the parameters as indicated on the enclosed chain of custody in acc°otdance with applicable laboratory certifications. The laboratory results contained in this report specifically pertains to the sample(s) submitted. Thank you for the opportunity to serve the needs of your company. If you have any questions, please feet free to contact me or your Project Manager, Sincerely, Eddie Rodriguez Laboratory Director The cover letter and the case mutative are an integral part of this analytical report and its absence render%the report invalid. Test results contained within this data package meet ilia requirements of the National Environmental Laboratory Accreditation Conference andlor applicable state-spceifie certification programa. The report cannot be reproduced without written permission from the client and Advanced Technology Labomtoriea, 3275 Walnut Avenue, Signal Hill, CA 90755 • Feb 562-989-4045 • J'nx: 562-989-4040 io w.aftglahal.con: Page 1 T5-1 Certificate of Analysis Southam California Edison Pr*ct Number : NC-.1VPQRT SGB -DL, 325210 300 N. Lane Hill Avenue Report To Ming Chi San Dimas, GA 91773 Reported : 07/24!2013 SUMMARY OF SAMPLES Sample LD Laboratory ID Matrix Date Sampled Date Received VB -12 DL g 3.5' 130,1118-18 Soil 7/18/13 8:43 7118/13 15:55 3275 ii'afnrrt Avenge, Signal Hill, CA 90755 0 Tisk 562-989-4045 ° Far, 552489-4044 - www.atFglabal.com Page 2 of 5 Certificate of analysis Southern California Edison Project Number : NEWPORT S13BDl., 325210 300 N. Lone Hill Avenue Report To a Ming Chi San Dimas, CA 91773 Reported : 07124,2013 Client Sample ID VB -12 -DL ("ax' 3.5' Lab ID: 1302118-18 TCLP Metals by ICP -AES EPA 6010B Analyst: AG Result PQL AIDL. Datagimo Analyze Cmgd11) (mg1L) (milt.) Dilution Bateh Prepared Analywd Notes mad 3.7 0.050 NA l B3Cr0403 07123,"2013 07+23t1315:55 QUALITY CONTROL SECTION TCLP Metals by ICP -AES EPA 6010B - Quality Control Result PQL Spike source %R" RPD Analyte (mgtL) (mglL) Level Result %Rev; Limit% RPD Limit Notes Batch B3G0403 - SPA 3010-0 SOIL Blank LiL3C,0403-BLKI) Lead Blank (8343,0403-BLK2) Lad LCS (63G0403-13SI) Lead Matrix Spike (63G0403 -MSI) Lead Matrix Spike Dup (B3G0403-MSDI) Lead v� 3275 Walnut Avenue, Signal Hill, CA 90755, Tel. 562-9894045 • Fax. 562-9894040 0 rewmatlglabak aru Page 3 of S Prepared.: 7.73,2013 Analyzed 78312013 ND 0,050 NR Prepared: 723?2013 Analyzed, 71232013 ND 0.050 NR Prepared: 7!232013 Analyzed, 7123?2013 0.980254 0,050 1,00000 .98o 80.120 Sonreet 1101675-0I Przpareds V2312013 Analyzed: 712317013 6.67058 0,050 250000 4.32580 93.8 76-109 Source: 1301675-01 Prepared. 712312013 Amdyzed:7,,23t2013 8.32798 0.050 260000 4.32580 160 76-109 22.1 v� 3275 Walnut Avenue, Signal Hill, CA 90755, Tel. 562-9894045 • Fax. 562-9894040 0 rewmatlglabak aru Page 3 of S Certificate it Analysis al sis Southern California Edison Project Number: NEWPORT SUB -DL, 325210 300 N, Lone Hilt Avenue Report To : Ming Chi San Dims, CA 91773 Reported: 07124/2013 Notes and Definitions MI Mav[x apikm recovery outsrdeoi'acceptanec limie, The malytical hatch wnxvaiidated by the laboratory control sample. ND Atwtyte not detected at or above reposing limit PQL Practical Quantitation Limit MDL. Method Detection Limit NR Not: Reported RPD Relativv Percent Difference CA] CA-&LAP(CDPH) CA2 CA-FLAP(CDPH) ORI OR-NLLAP(OSPHL) TXI IX-NUI,AP (1CFQ) Notes - (1) The reperted MVL and PQL are based on prep collo variation and apa[yncal.dllutioh. () The suffix PXI orspecific analytes Signifies that the reported result is [akin from the m.Am menus second column. 327.5 Walnut Averwe, Signa( Hilt, CA 90755 • Tel: 562-989-4045 A Far: 562-9894040 - u nw.atfgtoha4coIu Page 4 of 5 Diane Galvaa From: Grace.Bernabesce.eom Sent: Monday, July 22,2013 12:12 PM To: Diane Gatvan Cc: Grace Bemabe; Ming Chi@sce com Subject: Re: Results - NEWPORT SUB -OL (130211M Attachments: 1302118, pdf "i Diane. Please run. TCLP lead on sampfe 10 VS -12.01. @ 3,6, and please rush,. Thanks. PPD Engineering & To4ruea) Services Geotechnical Group 909.3941947 PAX. 47147 909.3941610 FAX 47610 626.9245741 cell Page 5 of 5 `� A D VAN C Y D I ECIINOLOCY July 24, 2013 Ming Chi Southern California Edison 3001x, Lone Hill Avenue San Dimas, CA 91773 Tel: (1409) 394-E910 Fax:(909) 394-8610 Rc� AYL Work Order Number: 13021118 Client Reference : NEWPORTSURDL„ 325210 nv FIAP NO,: lit39 INIELAPN'o,: 02107CA CSDI,ACNo,, 10196 ORELAP No-, CA300003 'tIO4704501 Enclosed are the wsults for SIRTIPIO(S) received on July 18, 2013 by Advanced Technology Laboratories, The samptc(s) are tested for the parameters as, indicated on the enclosed chain of custody in accordance with applicable laboratory certifications. The laboratory results contained in this report specifically pertains to the sample(s) submitted. Thard-, you for the opportunity to serve the needs of your company, if you have any questions, please feel free to contact mc or your Project Martager. Sincerely, M Eddic Rodriguez Laboratory Director The cover letter and the case narrative are an integral part Of this AnAlylkdl repwrx and its ithsenceranders the report invalid. Tom resins contained within this data package meet the requiveramts of (be Natumal Environmental Laborarary Accreditation Conference andfor applicable state. specific cenificatim prograniv, I'he repon canism be reproduced without written pernfissica from tb4 client and Advanced Teviinology Laboratories.. r2'5 II alnur A vemit', Signal Hill, (-A 90'35 * Tel: 5,621-999-4045 - Five: 562-90-4040 91"'1411011global.com I page 1 Of =6 Certificate of Analysis SoudwrnC'alifomialisiiurn ProxectNumber; NRWPOUS1:B-D1.:.32$210 300 N, Looe IN Avenue RgxwtT"o; MingChi San Dimas, CA 91773 Reporied : 07r~4t2013 SUMMARY OF SAMPLES Sample ID Laboratory ID Matrix Dass Sampled Date Received B-5 ,,' H -l0 -DL �e33 4,5` 1302118-02 Soil 741811312;41 711$413 15.55 3275 ifiulnut:4reuuq, Signal Hilt, CA 90755 . Tet: 56&.9$9.4045 • Fox: 562-989.4040 - nava udgl bal cone Page 2 77671 t f Analysis 40412w, Certificate • ttasis y SouthemCulifotniaEdison PmjcxaNtnnh7a`: KMVPt7RTSVB-UL.,32,5210 300 N, Lone Hilt. Avenue Rep0tt1'o:: MingClu $an Dintats, CA 91773 Rep oned 072412013 Client Sample ID B-51 B -10 -DL G 4.5' Lab ID: 1302118-02 polychlorinated Riphenyls by EPA $082 Anatyst;. BB R.rs h PQL MIX Data Time Arntly;a otEftt (UPIX90 (++wlg) Utlwtion Batch PT and Analyznd Nols's ArMor 1016 ND 16 NA 1 B30924 0'NZ 2033 fM2413U7:39 Awckar 1221 NO 16 SA 1 13300424 07,11100 VIVO 07'39 Awlar 1232 NO 16 NA 1 6W3GO424 U"+':::i..2013 07,25:1 t 07 39 AftVler 1242 NO 16 NA 1 8300424 07131=3 OV24 1167.39 Araar:lur 1248 NO t0 NA. 1 83GO424 0711261? 07x`24,12117.39 Aroeter U54 14 10 tis\ 4 83(834;:4 0Vn Z00 07,14.13 0739 Ar+ri'.iax 1260 N1) t6 NA d $360424 071VA11100 07'24130719 Arrxlt+r 12442 NG 16 NA I B361)424 tt'VZ;3�20P1 07,"24'1307;,39 A.ruw;lor 12(."N NID 16 NA 1 1530)424 UPt 37.013 W24,0307.39 SurxareaR^DatachG>robf7rtxnl,4 kl,+'o439- 128 B3GO424 07ii.3t2013 1,)7124 ,113 0°x39 5urre.,4nte' Tena At,xra sxv xwtax¢ 3D) 36. X?.1 $3GU124 07123f2013 07"24 ,13 07 i9 3275 Walnut Avenare, Signal dtiit, CA 90755 4 Tela 562-90_4045 * 1'11x:562-989-4040 . ww ,0119106aCc0a3l Page 3 of 6 L0 40roz�lt Certificate of Analysis Souarcm Gallforria Edison PwjmtNumbet NEWPORTSUB-Dl„325210 300 N- Low 11W Avenue Repan To: Ming, Chi San Dmwu . CA 91773 Reported VT2.4(7, 013 QUALITY CONTROL SECTION Polychlorinated Biphenyls by EPA 8482 - Quality Control Remit PQL Spike Scum %Rcc RPD Analyte (14'kg) (upkit) Level Result %Rew Unim RFD Limit Notes Batch 63G4424 GiCSFM1 PCB/Pk ST 81"0 (03G0424.81, Kl) 1975.676 16 Prcpare& 7,23+!00 Auelyzett V2412013. Aroclor 1016 ND 16 SIR Arocur 1221 ND 16 NR At1ckT 1217. ND 16 NIR Amaor'1142 \D 16 tiR A�lrx 1'Nt4 ,M) 15 NR +Aru hn 1254 NO 16 lift AAo Rv IN) SID 16 NR AaMt yr 1'= ND 46'NR 143.116 Arou+4car U04 No 16 \alt Si4YYYlh'wc, %1Fa.%`iN..'1tJffiM31t1krNtk4'r 13.7.,5 199.875 166667 941.1 30, 121' snvwgate' 7'Mtrasle➢,zRf M-rdvxur 11.07 14 t 166667 93 5 38, 01, Lt".5 (83G0424-10,3) Pmparuf, 7132013 Aturlyzed. 714,211)3 Arodor 1016 1975.676 16 144.667 98.O (A -10 Armlor 1260 165.52 11) 166,667 990 61 WO Surrvgalr 1443 16.6667 90.6 ,317.218 Surrogate, Y4lmhterm-M�A)tehr 16.32 166667 97.9 .t4, 172 Matrix Splkte(B3G0424-MS!) Source: 130211842R£1 PrePmdt7,13 W013 Anahmf;; 7l24e=3 Aroctor 1016 143.116 % 166.W NO 97,9 0.126 Ametor 1760 199.875 16 146.6f,7 10.7122 14 t 0,110 Sum,gate: l7wwh!owbrtt n-0 1..,48 164607 Ito 19 - 228 svmxgaw Aeowhom, m-nyl`ame 7665 166667 9917 3N.12; Matrix spO:e Dup(B.4L:O42445Bal) Source: 3302118412R61 Preparcrft 7ds`k`7in 13 Atrxly'uvS, 7e”^,422073 Armlot 101(* 164.749 16 166,667 'd0 99:0 49 - 127+ 1.96 20 Armkv 1260 2001916 16 166.047 10.7122 114 46 -130 6.02 20 Sumrgwe^: C4^anuht4,rolz Ner!w` 15.54 16-4667 111 39.12$ ,%ragah, atrva;hteam m,rvdrnce 1702 164607 101 16-Izz 32751rabrat 4reatte, Signal ffAf, (A 90753 . i'el. 562989-464',5 a f-Wv 561.949-9`04(! tidglaWr Page 4 of 6 40.F &.& Certificate of Anaiifsis Soinhem C"a vlor it Edison hte)ieet Nlumtaex: NT',WPORT SLfH•17t. 325210 30(1 N, Low MV Acenoe Report *ro+ "Ming Clu Sat) Dimas, CA 91773 Reported: 07 2412013 Note a and Lleffti tion% ND AnIYU not dOnted at or above rrpore,"bloil 1'M. prec eai QlYizxt tafaWs limit M101, 'Matod Del"000 Limit NIR. Sart Reported RPI) Relaust Percent Difference CA t",WNV1,AP(CDP}) l`IN2 CA,f,LAP(C'DPH) OR; OR-NE'LAP(OSPHL) 'i':kt TXMlA.P(TCtQ7 N"Avs.;. (I I The, igx+ned MM aTW P4L ore Basad on }reap retio variatiml and analytieai dthition. t2) Tot, suffix. [2i'j of tper.tfic Analytes stimtfSo. that rhe repomd mwIf is takim from the iai tmmwm's weed column. 3275 W idnnt,l veutre, Signal Hill, (A 40755 - Feb 562489•4045 • T mv. 5624894040 1 wwxllqlobul.vewl page 6 Of 6 From: GraceSemabeCace.com Sent Tuesday, July 23, 2013 2:46 PM To: Diane Galuan CO* Mfng.Chi@sce.com; Carmen Agula Sub*t: RE. Results - NEWPORT SUS -DL (13021 IS) Ni Diane,. Please run the, following. PCBs a 551610-M (g 4.5' (Chis is the °Hckr sampfe) 'tease run Iho BLACK em of tale taat':e Mase run A TAT by noon tomorrow. Thanks PPD Oiginwing & "fecWcW S4rvices Geate h isa1 GroV 9D9,394,8947 PAX 47947 909.394,86,10 FAX 47610 626:524.3741 cell Page 6 of 6 i d i wI-109W1.. Corporate Environmental, Health and Safety 1218 & Fifth Ave, Second Floor 230Q Monrovia, California 91016 Project No, 603404-008 October 25, 2013 s�ton ��� � E "" x ;nc Al ,. ., , ti'x ,wG"Pb ' (iv p" 14y r"1 October 25, 2013 Project No. 603404-008 Grading Pian Check No. 2013-1283 Southern California Edison Corporate Environmental, Health and Safety 1218 S. Fifth Ave, Second Floor 2300 Monrovia, California 91016 Attention: Mr. Mark Passarini Subject: Geotechnical and Remedial Grading Completion Report, SCE Newport Substation Site, 1516 West Balboa Boulevard, Newport Beach, California References: Southern California Edison, 2013, Remedial Action and Restoration Plan, SCE Newport Substation Site, 1516 West Balboa Boulevard, Newport Beach, California, Environmental Engineering Section, Corporate Environmental, Health and Safety, March 23, 2013, Leighton Consulting, Inc., 2013, Remedial Action and Restoration Pian Addendum, SCE Newport Substation Site, 1516 West Balboa Boulevard, Newport Beach, California, Project No. 603404-008, dated August 5, 2013. Introduction In accordance with your request and authorization, Leighton Consulting, Inc. (Leighton Consulting) has provided geotechnical observation and testing services, and verification of remedial soil removals during excavation and grading operations for the Southern California Edison (SCE) Newport Substation Site located at 1516 West Balboa Boulevard, Newport Beach, California (Figure 1, Vicinity Map). The Substation Site is a rectangular shaped parcel with dimensions of 58.72 feet by 100 feet. The site is 603404-008 bordered by an alley to the north, Balboa Boulevard on the south, a wastewater pump station on the east, and Las Arenas Park playground to the west. This Geotechnical and Remedial Grading Completion Report (Completion Report) summarizes our services provided during the remedial excavation and grading operations for the subject site, presents the results of our observation and testing, and provides our conclusions. Scope of Work The remedial excavation and grading work for the Substation Site was performed between August 22, 2013 and September 4, 2013. Our services included the following tasks: • Observation and documentation of depths and elevations of removal bottoms; o Laboratory testing of the imported soil; and • Observation and testing during grading and backfill operations. Geotechnical observations and testing during remedial excavation and grading of the subject site were performed by Leighton Consulting on a full-time basis. Copies of reports documenting Leighton's daily activities at the site are included in Appendix A. The limit of work is shown on Figure 2, Soil Removals and Field Density Test Location Map. Summary of Earthwork Operations The remedial excavation and grading operations were performed by CleanHarbors and consisted of removals/excavations of environmentally Impacted soil and replacing it with imported select backfill to pre-existing grades in order to achieve restoration of the Substation Site in accordance with the Remedial Action and Restoration Pian (RARP) by SCE (2013) and the subsequent addendum prepared by Leighton Consulting (2013). The impacted soil was excavated to the recommended aerial limits and depths (Leighton Consulting, 2013) as shown on Figure 2. Lateral control for the excavation limits was accomplished by measurement from the property comers and vertical control was provided by sight level from the surveyed temporary bench mark located at the Balboa Avenue gate entrance (Figure 2). The spoils generated during the remedial 2' L,eigi Ston excavations were stockpiled, loaded into export trucks, and hauled offsite. The remedial removal depths ranged from 2.5 to 6.5 feet below the pre-existing grade. The impacted soil was loaded onto haul trucks and transported to CleanHarbors Grassy Mountain LLC, an approved Treatment Storage and Disposal Facility (TSDF) located in Grantsville, Utah. Fully executed copies of the related Uniform Hazardous Waste and Toxic Substances Control Act Manifest Continuation manifests are presented in Appendix SE Approximately 746.85 tons of impacted sort were remedlated and disposed of at the Grassy Mountain TSDF. After removals, and prior to placement of fill, areas to receive select fill were scarified to a depth of 6 to 8 inches, moisture -conditioned as needed and recompacted in-place to a minimum of 90 percent relative compaction, in areas of deeper removals or where groundwater or pumping conditions were anticipated or encountered, up to 2 feet of 1%2 - inch gravel was placed on the excavation bottoms prior to fill placement. Finer fabric was placed on the sides and above the gravel to prevent infiltration of overlying backfill materials. Import soils were utilized as fill materials. Documentation related to fill quality and its approval by SCE for use at the site is included in Appendix C. The fill was placed in thin, loose lifts, moisture -conditioned, as necessary, and compacted by wheel rolling with heavy equipment. Visual observation, probing, and field density tests indicated that a minimum 90 percent relative compaction was achieved at the tested locations, Photographic documentations of the grading operations are presented in Appendix D. Laboratory and Field Density Testina The maximum dry density -optimum moisture relationship for the soil type used as compacted fill was determined in accordance with ASTM Test Method D 1557. The test result is presented in Appendix C and summarized in Table 1. Field density tests were performed in accordance with ASTM Test Method D 6938 (nuclear gauge). The approximate test locations are shown on the Soil Removals and Field Density Test Location Map (Figure 2) and the test results are presented in Table 2, j Geotechnical Conclusions Based on our observations and testing, it Is our opinion that earthwork observed by Leighton Consulting and documented in this report was performed in general accordance with the recommendations In the referenced reports and in compliance with the geotechnical requirements of the City of Newport Beach. The presence of our field representative at the site was intended to provide the owner professional advice, opinions, and recommendations based on observations of the contractor's work. Although our observations did not reveal obvious deficiencies, we do not guarantee the contractor's work, nor do our services relieve the contractor or his subcontractors of their responsibility if defects are subsequently discovered in their work.. Our responsibilities did not include any supervision or direction of the actual work of the contractor or the contractors personnel or subcontractors. This report is based on test results and observations of the grading procedures used and represent our engineering opinion as to the contractor's compliance with project specifications. Remedial Grading Completion Verification and Reliance This Completion Report has been prepared to document the completion of remedial grading activities, based on the environmental assessment and testing performed by SCE and Its contractors at SCE's Newport Substation located at 1518 West Balboa Boulevard, Newport Beach, California. The undersigned professionals attest that the soil removals were performed in accordance with the specifications included in the Remedial Action and Restoration Plan, SCE Newport Substation Site, prepared by SCE, dated March 25, 2013, and Remedial Action and Restoration Plan Addendum, prepared by Leighton Consulting dated Augusts, 2013. The undersigned professionals further attest that the import backfill material was of a quality and condition consistent with the standards established by the California Human Health Screening Levels ('CHHSLs") for residential land use and that the Substation Site has now been remediated to CHHSL standards for residential land use. The observations and conclusions presented in this report are professional opinions based on the scope of activities, work schedule, and information obtained through the assessment and remediation work described In the above referenced documents. Opinions presented herein apply to property conditions existing at the time of our study and cannot necessarily be taken to apply to property conditions or changes that we are not aware of or have not had the opportunity to evaluate. It must be recognized that conclusions drawn from the relied upon data are limited to the amount„ type, distribution, and integrity of the information collected at the time of the investigations, 4 ,t;l� 1303494-008 the methods utilized to collect and evaluate the data, and that a full and complete determination of environmental risks cannot be made. Although Leighton Consulting has taken steps to obtain true copies of available information, we make no representation or warranty with respect to the accuracy or completeness of this information. Services were performed in accordance with Leighton Consulting's agreement and understanding with SCE and solely for the use and reliance of SCE, its designated representatives, and the City of Newport Beach. Opinions and/or recommendations are intended for use by SCE and the City of Newport Beach and the purpose, site, location, time frame, and project parameters indicated, Leighton Consulting is not responsible for subsequent separation, detachment, or partial use of this document Closure We appreciate the opportunity to serve SCE. undersigned at (949)-681-4266, if you have presented in this report. Respectfully submitted, LEIGHTON CONSULTING, INC. Richard Williams, PG 6405 Associate Geologist GD/DJC/Ir Please do not hesitate to call the any questions regarding the findings D)aniChandra, PE, GE 2376 Senior Principal Engineer No. 2376 Attachments: Figure 1 — Site Location Map Figure 2 — Soil Removals and Field Density Test Location Map Table 1— Maximum Density Test Results Table 2 — Summary of Field Density Test Results Appendix A — Daily Field Reports Appendix B — Uniform Hazardous Waste and Toxic Substances Control Act Manifest Continuation Manifests Appendix C — Fill Analytical and SCE Approval Documentation Appendix D — Geotechnical and Remedial Grading Progress Photographs Distribution: (3) Addressee 5 m ��"� '«a.�9;k g� !� � O �Y 4•. lit ,I 9`�y�r i;$ 4 �G``yc�"�•''ts*v'�' �1�,�,� `0x y � l`$:n'"}: ��' ��r `p � �ie,`. F V1 A"as�y W rp uw P [ dip Y `v !Ta Yx\,x ./y,y' iR v z �• W Y t � � � � h v"gp{� � ib 5 1st aYi! Yy � � n l 4e i i �N t V 'F 'a}d'a.y ��11Y�3 `" '�" x� y� tP''�*r` 4 G' J *�`. y� ! `�x� y Y �` A F A lit - ,y "nS, .�^+"'i^ F": '.fir ✓�'.a"�e ,. ``� lry`�+'"'� dna% .vet � �" ' . 8 yP OZ k P 4 x P }, "Lo { ,t,^,��xft"r`sMf"4Rr4ioWi kt n+&' t ,y?� d 1 n yy., ,.a. Y }, r s `r" d� p 4 $". ° QCf t^ v l t � y, 4i,',a„uta'5 ."! 3 a t44�t ' %�w }#t"`yi d m rT �''�" It t�tt,)� H - x.91 .�, ' "� 4, .'ry 1gy t \s., !.: '' aTmomsO 94 {4 ra. n ��Jifli r of t 2 � 603404-008 Maximum Density Test Results "TEST METHOD: ASTM D 1557 Optimum Maximum Dry Soil Type Soil Description Moisture (%} Density (pof)` 1 Olive Sand with Silt 7.5 135.5 "TEST METHOD: ASTM D 1557 F - {J3 t1) H (y� r Z w uj Lu LL LL O Q O N N (J� 4 F li. fly C @ o U U t✓ .1°arm >m 0 wz e = c z � U iL Z a U U. ;k R E a p,e rn 6f 01 rnrnrn rn rnl7irnw rnmrnOTrnrnrn +' N N uSlP1NNN Ffi Ouiu itnvtui LOU) wo' GS (� ', t� i`+ t'•� �` h� t� h: [�. ✓* � !� t � � h: hN F. ice- 1'�. ii NrO N N {3Y iii h l� of 0 0 M G5� 4i rn N N M GQ G LL r-: C6 N.76 t..F F 4,766 D] F W t-+ W 606 U13 Iii LU w ON NUS 00 uii Ui NN N0 00 M ui N ui ui ui u3 ui us ui ui W, u7` ui ��yy ui N". M tai M u M 'Pi M M 0,4-) M P7 M M i2 'L% N rn TSO F T (Q F.N N (V F Q T N GD N F y N h. Ski CV ai of u'> t!Y Q if> S+ tfi gi " LN tV Mui LL N N N N N N N N N N N� M N N NT M N F W.,�i NF0P,0t- co UN mw w 0 N 0 w LLIU1 w t 0 �� aaaaaaaaaaaaaaaaaa .a .°n .°o 0.moo .° 0 .°Q .a 0 .°a .°c .0 .°a m� 0.t Rim m2W, tm�>E E mymW mEm@a�R dyy7 tlymy CLS c0 (Li c0 N iD W iD iD t0 c0 N tD t0 tD N c0 U? tTi�tTif �Ln Nt)t��ifi�i N t}lj�NNNN T T C T CT T T C r T T C T C TC T LLLL LL LLLLLLLL LL LL LL LL LL LL LL w LLLLLL G UU VUV(.±V VV VUVV V V V VV MM MMMt"iMMM M MMM MMMMM N �V N N N N M M 01 M O Q o o Q o mom �01 Q 4 0 0 0 0 O O d 0 0 O'O O O O Q O a'S Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z O � 1 1 r r r y f7 LL INL LLL lel LLL lL 11W !LL U T TL 4U LLw.awUUUU Fz UUUUUUUUUV li. fly C @ o U U t✓ .1°arm >m 0 wz e = c z � U iL Z a U U. ;k t r - ra: Project Name: Project No.: Dates 1 Agreement No,a SCE -Newport beach 803404-008 8122!2013 2013.1283 Location: Day (check one): 1515 Balboa Ave. Newport Beach, CA, Client: Superintendent: Weather (check one): Southern California Edison Co. Mitchell Oda unny ercast airy Other: Contractor Foreman: Author. Clean Harbors RafaelVilialobos Chris Livesay Soil Engineer Geologist: Project Manager Field Supervisor. Djan Chandra Richard Williams Richard Williams Joel T. Beckham Observationtresting of: Glass Grading rectae Grading ostgrading Other: Reme Elation Equipment Working: (1) Backhoe Technician CDL Hours 8.0 _ (4) Export trucks Today's Estimated Yardage: Summary of operations: On site per client's (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property, The stockpiled soil generated during previous grading that occurred on August 20, 2013 was loaded into export trucks and hauled offsite. The excavation limits that occurred on August 20, 2013 was observed and mapped on a field plan. The excavation limits are generally located in the southern vicinity of the project site in the proximity of boring locations identified as HA -1, HA -2, HAA HA -S, HA -7, HA -8, and HA -10. The limits of the excavation need to be laterally and vertically (vertical limit reference is elevation not depth) extended to meet the designed excavation plan; this removal is considered to be In progress and the limbs more clearly defined upon reaching design limits both laterally and vertically. A new excavation occurred in the northwestern vicinity of the project site in preparation for the excavation designated (per plan) as "Slot Cut V and `Slot Out 2.' The excavation located in the proximity to the boring locations identified as B-1, B -19,-A, B, VB -20, VB -25, VGW-8, The material excavated is stockpiled onsite to be exported this following day (August 23, 2013). This day's excavation is currently in progress and will be defined upon reaching designed excavation limits. Compaction tests, where and when tested, indicated adequate compaction. If not adequately compacted the area is to be reworked and retested to confirm adequate compaction. Received Leighton Consulting, Inc, by: rx LeiMITOIX GROUP COMPMY Print: DAILY FIELD REPORT Date: Page 1 of 1 Project Nams: project No.: Date: Report No.: SCE -Newport Beach 603404.008 812312013 2013.1283 Coeatiow Day (check one): 1516 Balboa Blvd. Newport Beach, CA. ©M OT E1W OT ®F QS E]S Client: Superintendent: Weather (check one): Souther California Edison Co. Mitchell Oda 08unny DOvercast ©Rainy Other. Ccntractor: Foreman: Author: Clean Harbors Rafael Villslobos Chris Uvesey Soil Engineer: Geosogsst: project Manager: Field Supervisor Djan Chandra Richard Williams I Richard Williams Joel T, Beckham Observation/Testing of: []Mass Grading ¢Precise Grading OPost grading Other. Equipment Working: Technician CDl (1)Backhoo (1)Bobcat Hours 9.0 — (2)End-dump trailers — Today's Estimated Yardage: Summary of operations: On site per clients request (Southern California Edison Company, SCE) at the notification of the contractor (Clean Harbors) to observe grading operations during the design remediation of the subject property. Stockpiled soil generated during excavation on August 22, 2013 was loaded into two and -dump trailers and hauled offsite. Removal bottoms 1 and 2 were observed and mapped on field plans, The removal limits were measured and found to be consistent with project plans and specifications. Removal number 1 encompasses boring locations Identified as HA -1, VS -37, HA -2, V&36, HA4, VS -40, HA -5, VB -39, HA -7, VB -43, HA -8, V842, HA -10, VS -46, and VS -50. Removal number 2 encompasses boring locations identified as B-1, V&26, V&25, VGW-6, VS -20, and B-19; A, -B. The slot cut cell and the cell immediately south exposed standing groundwater approximately 6 to 12 inches deep, Crushed angular 1.5 -inch gravel was placed on the excavation bottom and compacted Into the substraight, subsequently mirafs fabric was placed on the stabilized bottom and enveloped around approximately 2 feet of graves. The gravel was compacted prior to wrapping over the top of the gravel. The nurafi was overlapped approximately 12 -Inches where seems occurred. Spoils generated during today's excavations are stockpiles onsite. Compaction tests, where and when tested, indicated adequate compaction, if not adequately compacted the area is to be reworked and retested to confirm adequate compaction. Received by: Leighton Consulting, Inc. Print: A LEEGHTUN GROUP COMPANY" DAILY FIELD REPORT Date: Page 1 of 1 603 ILY- FIELD RiP0T Leighton Consulting, Inc. Project No 603404.008 IC No 99- Pyreemet;t 2013.1283 Project Nome SCE -Newport Dote 8/26/2013 wcotwn 1516 Balboa BLVD Coy M T W 7 F S S Toch CDL nuihor Chris Livese Weather Sunny Hourf 8.0 Cent/Cornroctor SCE / Clean Harbors Supt/Eoremon Mitch Oda /Rafael Villalobos Miles 16 field SupeNvs Joel T. Beckham Geologist Richard Williams Soil, Engineer Dian Chandra Observofion/Testng of: MASS GRADING O PRECISE GRADING OPOSTGRADING MOTHER Egvox enf Working (])Compactor 1 Backhoe 1 Bobcat 2 Ex ort trucks Today's yordoge Yordoge lo -dote Summary o! Operations On site per client's (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property. The stockpiled soil generated during previous grading that occurred on August 23, 2013 was loaded into export trucks and hauled offsite: Import soil fill was placed in removal bottom number 2 in thin loose lifts, moisture conditioned and compacted with the sheep foot vibratory roller. Test No. lest tocotion Etevotroni Depth .soli type optmum Moisture S qW4 , Mdstum Mom"Um Density Reld Demo ReY. comp. CF -1 1516 Balboa BLVD 5 1 7.5 7.8 135.5 128.5 95 CF -2 1516 Balboa BLVD 7 1 7.5 8.2 135'5 127.9 94 i i Received by Prinl parle 1 of 1 White — pile Copy Yellow—Client Copy Pink— Client/Agency Copy Gold — field Copy DAILmY _ FIELD REPORT Pm4ect No C Noin t 4v'* 60- 3404.008 99- zoic c2R3 puxiscI ore — Cate Leighton Consulting, Inc. SCE -Newport 8/27/2013 1 A aratwc *n _ore, M T W T F S S ` aect CDL 1516 Balboa BLVD -b_� .. W2Ptf� 3tMprs2 8.0 Chris Livese Sunny CritPirGrkStia Cti�' $ti{Y`iFDtert16R •••_•�•• •.•• ••�•-.�••�,,•••• MIMS 16 "Outrun CssPitorriio Eckson / cleon i?orbors N1itctiea' fi10f otCieb V00??oDo$ Fkt�tl su; 8"%Or Geoloo Srkt Joel T, Beckham Richard Williams D'an Chandra obseevotionflostrl of,, 0 MASS GRADING Ej PRECISE GRADENG EIPOSTGRADING NOTHER . �.. Eilukroant Worsyno kttloy`z yar,jo9e Yofda4e tsdote ptCompoctor (1i liockhoe (1) lloticat 13) Export trucks (3)Imperttrucks stimilo,yotopierovons On site per client's (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property, The stockpiled soil generated during previous grading that occurred on August 26, 2013 was loaded into export trucks and hauled offsite: Removal bottom number 3 was excavated and mapped on field plans. The removal bottom encompasses borings identified as VB -21, VB -22, VB -23. V8-27, VB -28, VB -29,8-5, B 9, and B-10, The excavated material is stockpiled onsite to be exported. Approximately 2 feet of 1,5 -inch crushed angular gravel was placed and enveloped In mirafi fabric vothin the ,$ foot deep excavation in the vicinity of boring 8.9, The gravel was compacted prior to wrapping the fabric over the gravel Import soil fill was pieced in removal bottom number 3 in thin loose liifts, moisture conditioned and compacted with the sheep foot vibratory roller. Tesi N.h. TOM u.xatksn SN x+71 i'ype OP1 urr Mtaymo Feld Moisture Moximwm Density Fieri censity Ret- Comp. CF -3 1516 Balboa BLVD 1 7.5 8.5 135.5 123.1 91 CF -4 1516 Balboa BLVD _6 7 1 7.5� 8.9 135.5 122.6 90 G k S 4 Receved by Pent Pae 1 of I White - Fite Copy Yellow -Client Copy Pink- CtienttAgency Copy Gold -Field Copy DAILY FIEL D REPORT rNo Nqpct No 60- 3404.00899- CxWe Leighton Consulting, Inc. nquCA NMAO - SCE-Newport 812812013 ALPW"� ria 1516 Balboa BLVD— Coy M T W T F S S CDL Chris Livesey Sunny I 8.0 soutnerp C0,40(nic Elcklon / Odor, p#CMXI MIM J Mfth&t+ 0doAkafav, W�01000S 16 Joel T. Beckham Richard Williams Dian Chandra MASS GRADING El PRECISE GRADING OPOSTGRADING OOTHER zQ=Ment wanking Todoy's y0edage Y"09e to"doto i I lComoodof IIT Backhoe f1) B&xaf fM fx=l trucks (311mpftri hacks $UMMwY of tV'eychb On site per clients (Southern Cafforma Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property, The stockpiled soft generated during previous grading that occurred on August 27, 2013 was loaded Into export bucks and heated oftite. Removal bottom number 4 was excavated and mapped on field plans. The removal bottom encompasses borings identified as VB-24, VB-30, V841, VS-44,VB46, VB-491 HA-S, HA-11„ and RAM The excavated material is stockpiled onsite to be exported. Import soil fill was placed in thin hose lifts, moisture conditioned and compacted with the sheep foot vibratory roger. row NaStas L�Gfv� I"* OVM� A� m6eme MIA1W Mogrnlum Doer Few Dwwty Rei, comp' Pose I— It 1---J White -File Copy Yellow -Client Copy Pink - ClientAliency Copy Gold - Field Copy I L Y F I E L D REPORT Leighton Consulting, Inc. Ateuw+mrca COWMr Protect No 60- 3444.008 IC No 99- Permfl rlo zo13.12s3 Protect Name SCE-Newport Date 9129/2013 Location. 1516 Balboa BLVD Day M T W T F S S Tech CDL author Chris Livese Weather Sunny Hours 8.0 CBenl/Controctor Southern California Edison / Clean Harbors Supt/foreman Mitchell Oda/Rafael Vilialobos Miles 16 Field Supervisor Joel T. Beckham Geologist Richard Williams Sol Engineer I Dian Chandra Observalron/Testng of. Q MASS GRADING El PRECISE GRADING OPOSTGRADING I90THE Equipment working Today's yardage it (Compactor (I I Bockhoe (1) Bobcat (4) Export trucks (8)rnport Ducks Yadage to-date Swnmary of Opercaftons On site per clients (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property. The stockpiled soil generated during previous grading that occurred on August 28, 2013 was loaded into export trucks and hauled'offshe, Removal bottom number 5 was excavated and mapped on field plans. The removal bottom encompasses borings identified as VB-11, VB-12, VB-18, VB-35, VB-38, HA-3, HA-5, and VGW-3. The excavated material is stockpiled onsite to be exported. Import soil fill was placed in thin loose lifts, moisture conditioned and compacted with the sheep foot vibratory roller. Burled construction material was excavated in the vicinity of boring V8-1 i. Groundwater was encountered in the 5.5 deep excavation in the vicinity of boring VB-11, approximately one foot of 1.5-inch diameter crushed angular gravel was placed and compacted prior to the placement of mirafi geotechnidatfabric. Test No. Test Location Elevation Soil Type: Optimum Moisture Field Motsiae Jypxk um Density Piela Denny Rel, Camp, CF-5 1516 W. Balboa 6 1 7.5 7.5 135.5 128.7 95 CF-6 1516 W. Balboa 7 1 7.5 7.7 135.5 129.1 95 Received by ptini Pae i of 1 White — File Copy Yellow—Client Copy Pink— ClientlAgency Copy Gold—field Copy DAILY F E L D REPORT Leighton Consulting, Inc. "L'°"'°"°"°""° MY Froiect No 603404.008 tc NoPermit 94. No 2013-1283 Proiect Name SCE -Newport Date 8/30/2013 Location 1516 Balboa BLVD Day M T W T F 5 S 171 0 EI 1711 M M 171 Tech JWJ Author Jeff Johnson weather Sunny Hours 5.0 ClienttControetor Southern Caiifomio Edison / Clean harbors supttFweman Mitchell Oda/Rafael Vil ofobos Mites 16 Feld SupeMsor Joel T. Beckham Geoiogist Richard Williams Sall Engineer Dian Chandra ObservalfordTesfin9 of: © MASS GRADING 0 PRECISE GRADING OPOSTGRADING ®OTHER EpOpment working Today'syadoge I flCombaClaT I l I Backhoe 11) Bobcat (41 Expot trucks (8)lmport trucks Yardoge toddle. Summary of operations On site per client's (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property. The stockpiled soil generated during previous removals on August 29, 2013 was loaded into export trucks and hauled offsite. Removal bottom number 5 was continued today, The excavated material is stockpiled onsits,to be exported, Import soil till was placed in thin loose lifts,. moisture conditioned and compacted with the sheep foot vibratory roller, Groundwater was encountered in the 5.5' deep excavation toward the north and of removal bottom number 5; approximately one foot of 1.5 -inch diameter crushed angular gravel was placed and compacted prior to backfill with moisture conditioned sand. Density Tests, where taken, show relative compaction of 90% or greater relative to the laboratory standard. Test No, Fest LoCoilon E18va1`>an Soil Type Optimum Moisture field Moisture Mc mmum Densi-y field Den* Ret. Comp. CF -7 1516 W. Balboa 5.5 1 7.5 7.7 135.5 125.6 93% CF -8 1516 W. Balboa 6.5 1 7.5 8.9 135.5 126.7 94% CF -9 1516 W. Balboa 7,5 1 7.5 5.0 135.5 124.5 927o CF -10 1516 W. Balboa 5.5 1 1 7.5 1 60 135.5 125.2 927, Received by Print Pae I of i White — Fite Copy Yellow—Client Copy Pink— Client/Agency Copy Gold — Field Copy White—file Copy Yellow—Client Copy Pink— Client/Agency Copy Gold — Field Copy DAILY FIELD REPORT 0 N �c NC tam, NO 60- 3404=8 99- 2oa3-rz83 Leighton Consulting, Inc. ftr�*dNome .. Dw SCE -Newport m 9/312013 •" tocari"q"n Day M T W T f $ 5 reair CI L 1516 Balboa BLVD , AuthDr Weather Hauls" 8.0 ._ Chris Livese Sunn BeAt¢CJtMhbt'r6! Ericson $UptF+"J4'9-n _ lA,ifiR4 16 Savtlsern Ca"=tomia t C+x'an rrarbarsk:tct,ero, t.ciaAtkofgel V"ratssaEros Tessa Supetritcv vcarog;t .'.-, Ica Ervin er Joel T. Beckham Richard Williams Mon Chandra tX4ew5�Pering of., MASS GRADING 0 PRECISE GRADING [3.PQSTGRADING OTH> R t,qQipmert workng +odcn's v'aaage va*aage to-aa9e tIJC.ohSpaata<ttlBackhoetti BobCar tel Expctt trucks t4ilmpott ttu ks ...Q. 8vrx�aryor Operations On site per client's (Southern California Edison Company. SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property.. The stockpiled soil generated during previous grading that occurred on August 30. 2013 was loaded into export trucks and hauled d#site. Removal bottom number 7 was excavated and mapped on field plans. The removal bottom encompasses borings identified as V" and VB•3. The excavated material is stockpiled onsite to be exported. The stockpile is staged on visqueen over previous areas excavated and backfilled. Importsog till was placed in thin loose lifts, moisture conditioned and compacted with the sheep foot vibratory roller. Tev No. Yixa¢ Etmvo in soli owmM Ttimra m,*,num "W'i far:... t Craton - Ntve. molstwe TnvDs'tt,xe Demly Dematy Svs:A*1 CF -11 1516 W. Balboa 8 % 1 7.5 _8.3 135.5 127_.2 94 CF -12 1516 W. Balboa 8 1 7.5 7.9 135.5 126.7 94 CF -13 1516 W. Balboa 6 1 7.5 8.9 135.5 133.0 98 k S 4 ltec:a�=aaa by r'aav= White—file Copy Yellow—Client Copy Pink— Client/Agency Copy Gold — Field Copy White -File Copy Yellow -Client Copy Pink- CllenttAgency Copy Bold -Field Copy DAILY MELD REPORT Ftocl No C4 1140 0 60- 3404008 99- a is 12 Leighton Consulting, Inc. _ Pww:.More Data j�44�` ;ry p J �jj y G#LYIFSWPANY � � � SCE-Newport 2013 •—cif .LLy C p ! L®CCJP4U^.4^. rcryw M T W 4 f S --S /'�#•'� 1516 Balboa BLVD j 1.. Ci._ 4r4J� 8:0 Chris Llvese Sunny iM1YbYLYemd" 4ECkS 16 sodfbo r t #..r M a «disorl 1 Clean Hfzixxs Wichell OdwRoklO Vx Wo xos #ae#d 3upon sur. '-... fieai2�s1 sw Eng"Of Joel 7. Beckham Richard Williams Dian Chandra MASS GRADINGS Q PRECISE GRADING EIPOSTGRADING OTHER 600) ont wr::wr p tadf?y$yaexfei #E YaFe'Wga toaiafe (t )C otttooctor 11) Backhoe 11) Bobcat t2) Export trucks t8)tmpor# trvcks silmmonF of Qpelatttlns On site per clienfs (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property. The stockpiled soil generated during previous grading that occurred on September 3, 2013 was loaded into export trwks and hauled onsite. Removal bottom number 8 was excavated and mapped on field plans. The removal bottom encompasses borings ideritlffed as VB-2 VB-8, VB- 14, VOW-2, B-2.84 8-4 and &7, Import soil fill was placed in thin tasse lifts, moisture conditioned and compacted wtth the sheep foot vibratory roller. An approximate 34nch diameter metal pipe was observed in the northeast vicinity of the rerroval, the pipe was capped prior to placement of backfftt, Te># Ntl, I _ tsh.?rA✓tsn Etev#a#ion Sat 1YPe CVfwM*n field wvtnsRuat Moisture A4wmum Genn##y Feld Density Rel. C0.np. CF-14 1516 W. Balboa �- 5 - 1 M 7.5 - 7.9 m7.5 135.5 122.1 90 CF-15 1516 W. Balboa 6 1 8.5 135.5 123.5 91 CF-16 _ 1516 W, Balboa 8 1 7.5 9.2 135.5 122.8 91 �•� Recei vvd by Ptlnt ,,••,•.�•��••••. ••_� page t of 1 White -File Copy Yellow -Client Copy Pink- CllenttAgency Copy Bold -Field Copy IL Y FIELD REPORT Leighton Consulting, Inc. At00le0M0RfxW00~ Project No 60- 3404.008 iC NoPermit 99- NO Zola-i 283 Protect Nome SCE-Newport Date 9/512013 Location 1516 Balboa BLVD Day M T W T F S S El E71 171 rj Tech CDL Authat Chris Livesey Weather Sunny Hours TO Ctent/Condoctor Southern California Edison / Clean Harbors Supt/Foreman Mitchell Odo/Rofael Villalobos Miles 16 Field Supervisor Joel T. Beckham Geologist Richard Williams Soil Engineer Dian Chandra Observation/Testing of: ❑ MASS GRADING ❑ PRECISE GRADING ❑POSTGRADING OTHER Equipment WorkNg Today's yardageYardage Compactor I i I Backhoe (1) Bobcat (2( Export trucks (8)Import trucks to-dote(1l Summary of operations On site per client's (Souther California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remedlation of the subject property. Stockpiled Import fill was used to bring site elevations to approximate rough grade. The fill was placed in thin loose lifts, moisture conditioned and compacted with the sheep toot vibratory roller. Final grade compaction tests were performed in random areas, the tested areas were cleaned of loose fill left inplace by the sheep foot roller. Leighton is not responsible for line and grade certification. Monitoring well P-1 was removed. Test No Test Location Depth 5011. lym Optimum Moisture Field Mooture Maximum Density Field Density Rea.. camp. CF-17 1516 W. Balboa FG 1 7.5 8.3 135.5 131.2 97 CF-18 1516 W. Balboa FG 1 7.5 7.6 135.5 125.7 93 Received by Print Page i of 1 White —Fite Copy Yellow—Client Copy Pink— ClfenUAgency Copy Gold—Field Copy E ryW A T T T I(} 1� N iV A T c� M m m m M M m 'M, `ea M a4n m gm m m d f6 h F F YA q All KP - X � m q S OT m ''''��'s m 9 gm �7222 " C�] rry Vl amt � p 222333v1 VJ vii N uQ! 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Gk.� �t3 A rammw '7 blMtk� �*ST tmft o '}�� gTH Df 9'7jokLls t ? t}1 �f 7 • .. � /--461 re Sa g 9100 us uor F cau, w.e s s az umZ4 �a cne Toy K 5�1G hE�vv4+�$t �Sr.�t;PP�n Pt � s, ) . , i5 QER£RATOR'S1tlFPEROR'B CihzllPiCAri4+F: [t;etefs}ddia!255aT Crepnak$+a't�allefB Rdy aaadaccra�y CentArxdaecre ly �;�P��D"rg amb#Ce4Pa m.�led Rnd'eb3N:liR�CxNad, andiN in 8Dte9peggin pepkYwlYaiUatia'trOtl�CrtIaGW�19�eak+.^M0.1kaeEbte}811tlA93Gt81�fltt(�SAkI r¢gtAvtld`3+Iiat�nB!5lam'�.i�a�ie PfhlAr�S >:. *EAa;Scar�{i�klNa rpn@a�GGt Tbax+dU'��+ta*1k+�nb�e'd7medUiea#azAad EPA�edW'IwreSfCtt , ,, imrd*gCawttaaa�n�auuaa+t;�w++k7f,FR�.Z1k1 t�tNr+n'w�e.'�i9'a�dex;G�¢t#aroa pe �^.�a- ..r 76 ^�`5!d"Wrnanaa LJk�ortlGtt.&,. 4J E4^Grtfroall.5:.- Fatdfi 7rer r � iaf i�akaaa USS T.T a ar T i 16: �:repaM1S' tsa a a twtsa�n } 4s�y Dry" ©FOR eftn Fa�tro'a Fleavaa � 19.}iapgUtiva NaWOR�artMa^.pgenrenFH'itlndCadw tik,. mdei to a .a+d M}diiysyrtamb) , 5* d f- arav ., at dYrAgtda�' ywd ty#aaa:t< as. a+aama.. tYR YgTi1'�tlUl.E(KCY :tila)M$/IIXIS WIWfie Eie Wavers. � �,,,,/ + UKSIGNA(EU FAtilt.k{T.7V tSKNKNAIUN 4 GM `""7771 ".: L QAl3 SU IMAnyY R CORD SOMMINTAL s�nvlaes Ail DISPOSAL DESTINATIO14 SPOT NTILIZATIONSTABILIZATION RCRA CELL._._ TSCA CEL t�A11TRACIKi1441I'v1FORMATIO i?s ; 23 13 ,°.>' 76%) Pffi DROPPED IFAYAI.CODf REVIEWED 4VEKi G MANI L TAIE �".' 0 1b R iN 0 78980 lb tET DATE LOAD Na ' GENERATOR HAULER O OCR O. DRUM NO. epos$ lbs -i" 78M j OG f `rt�ca'f TWE Ib£.? TRUCK NO. CONTAINER Na{sjt RAILCAR NO: a ' ; °Idtiti �MRrj CONT .. LOAD COUNT (RAIL ONLY): h .: ED G Tf ' V OTHER 1 2 3 4 OPERATOR SIGNATURE COUNT DATE „��LE1A17 WAHbLIT1N�ORINAT#ON ,��r,, , ..,,i�tASH?QUi"sSTAtAp„'.3; a WASHOUT: TYPE WASHOUT NO INTERIOR E !OR W HOUTSIGNATURE DATE ... ! ORIVCR SIGNATORE` DATE - �•, } ITEMft ct�nn�lENTS, "e►1wnArr= Clean Harbors Grassy Mountain Facility, Tooele County, Utahrn�� WHITE ^Facility CANARY -Generator PINK -Transporter GREEN -Receiving GOLD.Operation ` CHI ZO Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UT0941301748 (435)884.8900 CERTIFICATE OF DISPOSAL Generator Padllly Name: Newport sub Sales Ordettd:. LF7781897 Generator Address: 1218 S. F(fth Avenue Date Received;. 8723#7013 ATrN.'WAAWANalda Group Monroyni, CA, 91816 Generator Contact Name: Generator EPA tri: CAC002741293 Load #: 13008552 Manifest#° 00469467ME Original Date Removed Unit Serial # t Material Disposal Method of Disposal Facility CH ID # From Service Typo Customer 10 Description Date Disposal 33255741 a"12t2CJ1a CM 634MO16FLE41 PCs FwLan= 'eR23?4"a L . Grassy' trr FaVift Under Ctvti and Criminal penalties of Law 'or the maldng or subm?Won of Was or fraudulent statements or reprosamstions (18 U.S.C,1001 and 16 U 8:C. 2619),1 certify that time intormaC+on contained In or socamparoing this document is We. ect urates; and complete„ As to the Mentl9ed section(s) M this document for which I cannot personally vpcif'y truth and accuracy, i ceriity as the..'company of6aal having supervisory msponsWWTyfor Ota persons who, soft under my direct Instructions, made the vedlicallon that this information Is true, accurate. and complete Page 1 of 1 Wednesday, September 04, 2013 A thort2ed Agent pate Page 1 of 1 K - 17 7 v r PtaPrcn ru4rUeiiwvtleirrrrriasitlntxftan�srt�t cfiati9,+�%dxi[wainiFrut.i�''i�?i"b. Frem ArmmPaet f2A2iYt&'i"90).h5i9 EPA Form SIM -22 (Rev M5) FlWous WtI m are obsolete. F DESIGNATED FACILITY TO GENERATOR UNIFORM HaAADOUB °.9"e.. ott'k4*e .�q N 2,PPb10 3.fr%RespwPWfIpNm6P O J894?7y FLE IM -Zk.a 'P? IV: P'dQi3L� i CGi �`ti b L P... Phcnm. �. i�i:S 60T $d(pf P@p�Etipp4�:g Nkn8p,1I6mlA (1850.IDNWNN± i0, }i,'W191 i2 UNt i9. Wiyk(kxht N,„. 7yfP NM.. .mc'PxMui@Um�;P{Y9.Vi} paeaH,y Rom, Z . A i$, fxEt;°RAt9R'SKiFfE:it{RC'6 GCR't�iCR7YGN: YiwPSyuac�artitlatCgm'.Mp>YOCE� �a i,�yand das;alDq:MD,�Prw3P�s+NNMJcrasae.xra ' Pd;. maul ina0 raex�dstr;essnkP tan�Orti�u[Y�g b. E�ibn�emi [ _ gEfnpvSngalGiim Ma Pkua:.r ,; .�s/Urei�iX7rlid tV7r5 , mMPvn to ffie �so(tli8 ERA tltGart9er'!. - ' YcarUr S�atAMwa'A��f WeAYAPdb� 16w.2fiP,$33ami;egtyur�sT/ 7gibl tri st�Uy... , �3�N.�: . �.1 C� t. le �ShkmPnx. ❑iPtmus. .. CJE*pWfion us. P«;afmap+Pae 'f ti nahxP taesvarU t can iomwiro us.: .. 17 'Ce✓mpP",n IN Maks • . .. . Nyy r mP 7AWG Yen V uq YAA'. 38i.ti LJ LiYyw n L,._7pr . - FFd t84ci(�Y,Y: ice.AkWAESCSipW •• US.EpA�i%wsksr V P Ptd.. 4jau Mz i@ . U F {aciMWE OWI YW 1s. Haznrdcra aapas MPBtM Ii...MISS fmhazg3sas , O.'i. zEe iO•`� F CYNJf:P%fjIX 1J(WI'dliI1P"a. f'Fid'MOI{$C@I'�StlF,,'.44I)dN}d$fPa�9.*dS6 tCVB(P:Aj NR R�a(6 Pk$RM1 IIOtl O;%R 'IBb j ,r€J/�. P A f 1 N7t EPA Form SIM -22 (Rev M5) FlWous WtI m are obsolete. F DESIGNATED FACILITY TO GENERATOR T GM EHYlROHNlBHTAI SERYtGES' C3A0 -ARY Fl Ct?FiD l WAD DISPOSAL GIESTINAT PI *� • ` D SPOT STABIGZATION RGRACELL TSC9CEi TABlUZAnO 11 48 08 13 Wo b GROSS LOADTRACKING INFO iMATlO . ` "''0 b TAPE MEWED wRoPPEr RNALCODE REVIEWED WEi G 1 MANIFEST iV0;' 1b MET FENED hoks MAILED . DATE LOAD NO,. 2VALA/=3 14112-20 GENER4 OR HAULER GROSS' lb-`' TARE lbs. 3tSrCt ORDER NO. , DRUM NO WET lig' (,,�= �� c��`��✓"°-, � 4706 TRUCK NO,t CONTAINER. NO.. (sj�l^RAILCAR N0. 774 a l CONTAINER TYPE LOAD COUNT (RAIL ONLY): , ED FB V OTHER 1 2 3 4 1 bPETk,4TM SIGNATURE COUNT WASHOUT, - TYPE; Y69 NO INTERIOR OR WASHOUT SIGNATURE / DATE DRIVER SIGNATURE DATE f • - ITEM �JCOMINENTS NAME ' v+1 J, DATEb,. Olean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE'- Facility CANARY.. Generator PINK-Transporter GREEN - Reoehirig' GOLD Operations CHF 20e / Clean Harbors Grassy Mountain LLC S Mites East 7 Males North of Knolls Grantsville UT, 84029 U M991301748 {438}884-8900 CERTIFICATE OF DI$POSAL GeaaratorFee" marrvi: Newport. Sub Generator Address 1218 S, Fft Avenue AT N Ww!@dWasie Group MantavW CA, S1o16 Lz. _ Sides01COV LFmiag7 Date Raoelved: 8123/2013 Generator EPA tD: CAC00274fM toad tic 13ooew Manifest lk o04SS4877FLE Original Date Removed holt Soria1 # 1 material Disposal Method of Disposal Facility CH tD # From Service Type CustomeriD Description bate Disposal 332GS`73S &x2212013 CM 004995977F16.3( PCOSaWs Far Laedfil a±2312 s laadrne Gn YM .UT Fatiay Authorized Agent Page 1 of 1 wirmidafent this docume U,S.G, 101 As to the Wednesday, Member A4, 2013 Date a�eaesirf er�� " ���tSnrus��i :i2-s�.ch1 •. :� • Fa!n R,^tat..t'�eo.3054.0039 _ qu -INi&pkAZAR60j3S_t. 2, i T.E f7 kum�betqq y -j NttlSiEfrisVilFES7 -. ^ff . % Li f-L.E dtf! t11 ici.1�G.{tt'tgi5�h3 ° tzt85a�k Asa«�W`� Ibfit 2 Nsrw a 'v.SEFt. 3. w,. �e4$$Y Okla GU. YVIt� j�� — 7 Ott E IVt?tt31i Of.�L�. r sa 3S.t iceacrtatW pffiwav4v Nam uwztom,wmft , to, st.t z }s.was� a mma�} 9lie." cai EQ C lL��3t itS77�19�T«t7tu '{St�1ii� 1j a � , , iS, GnEWEftA7>Sft' .. CStT'1FICATAYti:.P �.,meaimCBa a' : Aardaaraa?�TdsaxaaC:r#'.�` tea, m�d.ao � ax.6a2 #: aya�a* k: si�naEamt ':.S 'arLimeaRia+a'/ d vwa4 C C+ztiliews ' A�#6.C'Fft2522T{a)4«r7ana; im{oj{itemasmas Is ata.. ' Day "W _ - -+ F t6. aral^at w«msnts x r WW, to USS ,Otma us.' Wretanayia6e . t. it dftcealAcd .. K*dffyow r wwmv z F&IWTYPed RM is W w.-srt�ere;tu. tae.agemaieF ry{aflenxsb�I . uA EPA P Wrk*-.. 1&..5p^aw-aar is a ., Alan4 may., 'legr �= b�sY9ia�M( t4 Y,uL9.&A * kC;AM eaP]tt¢Uow ovm O -t, =Ds(orhm d&, Mu ttspmka.MIM Y4 8�i*�adFari�',hwiaraCBetaSw' ,,. 0`c%ti�%d srstatSsa#taxma: aY ffi� eskead: ,'As } hHAFir'tii tltla%'i�E•(ftavawJ ttery011s %3l4vrts aro w:>srtna. Via..+' r ObbifirtAltLt'YA41611T fUUMMCMMUM t ' GM L s�sinis�s ,� LOAD SUAAMARY RECOR€i Y R Clean Harbors Gra Mountain Facia Tooele Coup Utah Grassy ty, WFit�E - Facility CANARY - Genemtor FINK - Transporter ^ GREEN • Receiving GOLD - Operations CIM Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name; Newport Sub Safes Crdwk LF7781697, GwerarorAddrees: 1218 S. Fifth Avenue Date Rseekwh 811512013 ATTN.WaWdWaste Group Monrovia, CA, 91018 Generator contact Name: Generator EPA rD: CAC002741293 Load V 13006551 Manifest A, 006533488FM Original Date Removed Unit Serial # I Material Disposal Method of Disposal Facility CHID # From Service Type Customer ID Deacription Date Disposal 33286746. Rt1112o13 CM 006533488FLE-21 PC96alid$ For landfill 8f23tid13 landfill Gtasaimbursain.UT Fac UrAer Civil and Gimbel Penalties of law for the malung or submission of false or fraudulent statements or representations (is U.S.G. 1901 and 16 U.S.C. 2616).1 oanify that the informa0on contained in or aw mparying this document is We, acourata: and complete. As to the ' tdentutad section(s) of this document for which t cannot personally verify truth and accuracy, t certify as the comparry official having supervisory responsibility for the persons who, acting under my direct lnsuucgom& made the venficatton that this 1'Monnatton is thus, accurate. and complete. r> / + Wednesd2y, September 04, 2013 Authorized Agent Date Page t of 1 Portn•Ao mdnd'6alB Nn. 2G5 4G63S EPA F.gr�,87C0-'22-(Rev. 3-P6)JFgs*U-9 W.'am are Cbsoiate. "' pESIGNATEDIFACiLITYTOCsENEMMR UNIFORM HAZARDOUS t, Ger,atgbrWNUIfF:af '. WASTEMANtFMt ...,GA, 2Ps�atef 3. FnteCgetdyReaponu Plane AMeNfe��atyyTnckttlpT{umCer •7 SGannatotsNamaa.d. tltltass eniots SdeAddtegapftl�erant dfanio8ihp add?eea • Qt (�t��t a c t r�4 hYtssw �iii�JnT}. ilfti'PL CeCL-. ` t" t tp Gwwgwa Phone; . nrsNkrt ry ame U.3„EPAIONem6er ,,dd•��._: lr±.GtA++:. k3 S LA Ct"y r'.b • Gid, �':% aC:sS }�(j ta^`^} is W 7.T 2CanpinYh'ame. - U.S. EPAIO Numae¢ Oesgrgll Nameand Site duras U,6EFAIDNamper G`1="S��-yy/��� 7•��.y1y d/�.tµCi?3a�p ' /' L-A�({,\I'� l(Fjiy ..l E•4'�'Y�S i+1 3r (.�(r -,A{ t ♦i♦T�4Y^� Y. r i' F.lt� �lm�� f 5�.�✓ `�+'��✓�^ / FF' ' `h��JY. F�ar�i'sPtana, :4�'.4 k1✓'.M�y`-F!c.,YC`e {�G1"a� (ksi t �� ` pa... ` aMpaM3ng GmYga tdaayj) . H.Totat" .. 1-00 13.Waste Codes ... . NaWUV61 ,Type... Q11A y , t"iG 1 �'. # i'PG^t5 l; 4 S7h1. 1 A��%JMCWO 71509 gm :. 16.3peoetNetg4�amicUonsaMAddticnel Mb: n ,.m,.r . 15 GENERATOR`SOPFPROR`SCERTIRCATION: Ihaelyd nC+.aEY, axKenis oftldscwreigmeMare!uflyandaaurat {degc�tNa6w2 Nyihe er 1ppklp:mme,andare clasvA'�, pp�acka�* , medicdand i�a'sdlalpnartled, s^d.ets(n <esPatltsinP mruG6m ta'iranapMaaarSngbappNlaFleA.mmsSma'anc ma9oAaigwammenGgrang. �eapmistP.pinentallll Iadb Pr[mary. . Ezpdi'tv,lceddytlatarerayevaathN cix�9nnantcpH-vui ioGretamlarttlae a4aaFetl EPAAcknvatletlgmanldCenemi. .. '. ... 1dmNy'NmtWtwacl¢�Yr�'rr;�ibasmtem�t�eM&ad'u;40CxRi8227ie)idtama;m9aN»anUH SMnualar}m'{C)(dFan 4uanNY ku}bdue. •. ,.... A s gna re , ' .. Year Aid .. ; ,. _ . r' , 's13 ..r t&IaterneNofmRSNpmeNs VUS. .... "..' ❑E%Fatimm U.S. Pratdom*et .. ,. ... �•. T al tuieexDWlsmd .. - .. Eika U.S.: '... .. - 47,t .ftkkrouladgmzMoiRxalMMAta4daa ,.• ' • ranspormri .a r bgnawmmonth ,.Diy, yJr ranspWWZ ?PnWdQjVLl9Name - Q idOtrirepaaGy ` ' iSa IXssrepaxyiM3tlonspara c,Nd.H. ❑TYP ...L,'fue tJFartlai REsaGian ©FtARe7WGut . . ❑ F 181S.AIfe^iele (ad&y iaGanen4>tl - .. US.EPAIPNwbff, - ��aa 13e4'�WreatNterreteFOLY•imGengratm;. .• M=th OW Year 19. HamrdcmWesle Replxt Marapamantwsow Cases 0,4, cpdascarhaEardouawaste tramment:d %posm, wd m* -*M eysiems) �'. ,. .•. ,S f • 20.0es' Ea ty0wnaror.OPantor.Cet4&a(lanof reCefptothaZBMOWmal dasWveradhyCie merMasLexcepFss2kt€dinflem 4Es�; r'�"`" 1 EPA F.gr�,87C0-'22-(Rev. 3-P6)JFgs*U-9 W.'am are Cbsoiate. "' pESIGNATEDIFACiLITYTOCsENEMMR IIPW60- NVIRONMIENTA), $i—iv—lcw L, "WADMPOSALDE4, 0 mm CO AiNERTYPE1. LOAD COUNT (RAILONLY)s e�FD TT fB V OTHER 1 3 4 0 XORSION�,quhf C500 DATE. DATE. GM ORD 11 152 CO 23 13 77200 1b GMS 0 1 b TARE M00 1b WT 23f44/2013 13:50118 wroS, lbs. I 77200 TAP, Is. 32140 NET lbs. 45060 'N Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Rad*-- CANARY - Gonerator PINK-71ranspoder GREEN,,Receiving GOLD - Operations cm ma w Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884.8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub GeneratorAddress: 1218 S. Fifth Avenue ATTN:WaterWaste Group Monrovia, CA. 01016 Generator Contact Rama: Sales Ordertt, LF7781897 Date Received: =31=3 Generator EPA ID: CAC002741293 toad #: 13008550 Meniisat#: 005533489Ft.E Original Date Removed Unit Serial 41 Material Disposal Method of Disposal Facility DH ID# From Saniica Type Custornar ID Description Date Disposal 33255739 &'27/2613 CM OM33489FLE-1I PC9Sdid4Forta W10t 30=13 Landffit GMM Mftntain: UT Faallly hnderCivil and Criminal Panaldes of Law for ft maidng or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615),1 cartify that the information contalned In or accompanying this document is true, accurate, and complete. As to the denii8ed section(s) of this document for which i cannot personallyveYfy truth and a=mcy, f aartify as the company official having supervisory asponsfbt8tyfor the persons who, acting under my &at instructions, made the verification that this information is true, aoeurate, sod complete Itlt a m�a� q . i Page I of i Wednesday, September 04, 2013 Date . J ry�-.pyy�y J eyryd d....n.iMw.wms.iC.YH...k...I..nM F:r..n nn. m@w llrl mnM4 GnnnemiYe.t irCI�O.K +.-1'V V< S..• PPW'3/3/20it Farm A{�irod. Na.2 - EPA 6arrq'97Wl' IRK3-:13)-Y:"aVOU3SOMOS aM aD90.6lte,. {, - RESICaNACEll FA4+;IL{IY IU IiWIZKAJUK OWN asatbw4has the *and isObvim UNIFORM KiARDOUS s GtearaFHD N-1-2popid Z. Raspwae Phc WASYE MANIPM7, c A 0 0 0 2 7 4 4 3 �. {BOdT} 4831 ,.$:. MonYbV* CA gi010 . J; xpD ti3� A6`1iaba" ..Gan 6. raASpprter mpBay NaD'8 U.$. ,.PA. t?�nfbOf ^�,g'ti iS+� s[ gtwt.-PY " a aaa mm�e aAG c+.S,EPA&SNurnSac 3tl�Aht>yOfn4aXin}605 • '. UT D 9 S 3'011 749 sNoah 37x.#Y3Wt Was Easta x ' Grants UmVy}4OR9 '� %x '. • A.. &s, SRUS,DCTDans glyraDer ., tsgffi tik` It um t2 ib `• ,k? .".6.. . Nw. :'.� tAs. atga.x;;rhgGtwPdS'll ' : .wham.. , . RON-R4.`RAHAZAMOUSWM'M.MLID.f ~DOT265.. �t 3�t.SC�iS, RSUlUB> 00# U Si<DSUit�; S►P,U>500 RG spew tlk if mrr� •! - ,.µ• A5, 6EN`I,R+ITDR'tikDFFcR4R'SGERS9FIGATfONs d�SraU3tdrear�,�vl9ds vneMaretuOYtaq%VratuMa 6Y9�a ArtM�!arfq,ra.aM ets mat!acaM !Wats&Fi mF NeMatr hpropFmur+�ar krtlsat�irPeam�d�rgmaFpf�'dkW ud tDgeVart`maaatr Na+rFtMs},b�tterR8l�lammaFriMary':=. EsrueLk samylryBreT�a caeraysat&'rtt�itWh(orrii Floe �sMgM¢ltaiBad EPA gnanietcgagasl � Tt�4y:�g+w s aSAitCi�Sfri27{e)�tansb�e 99p9anmG;a[jU{6}.,Y'igiri'a .�G4C. : r, .• • F to maat3 ugvya�tFU.S, L„fExyaxtflt+r�U5 Ba:�artrtY ',. ,.:: . . • '• . hr rN adDaa Wau US.r: .: .., ,.'.,,.:.. i et Rd's. Aira`ha^. t86.AINmaSx F.cC tY (Dr � 'Sa.5t4, d'atlamarea {',w.amuadj .� : .. lk,�.• � tS,ttnzaz�s4YYsb Repwr?aarwdn=Wlittkaue+a-^aCag(fe.r�afas F; hatarctaw�as+a4e:�€ai,draP�a.al3:tn*y[St*.gay'eaanffi . 12 Ya DeaM1p^sxn?rjvxxa'fSye+�iitr: Caafdxmsrn aS+eca.tatNtssnsnam,�mrexali»'ihe cam8¢iap'dawiter}3At .�. 'If. �- PN 1 pj{ Gsp:. Ykal 114A f C.i EPA 6arrq'97Wl' IRK3-:13)-Y:"aVOU3SOMOS aM aD90.6lte,. {, - RESICaNACEll FA4+;IL{IY IU IiWIZKAJUK OWN asatbw4has the *and isObvim I ' GM vtea�xt� rn1 s �tnt a•. LOA® SUMMARY RECOR LQAD vr*POSAL DESTINATION 7; 26 08 26 13 :b ISS I J F1 SPOT o Ib Tfit STABILIZATION RCRA CEU_�__ TSCA C STABIUZAnON 785a 1h hE LOAOtRA KING INFORMATION RWECEfl+EE! fAt LCDDE REY(ENlEE7 WEGHTS Gfd05...:• 1AN-4 ST u -26,Iku,9/20113 GS: %118 DATE LOAD NO. GROSS lbs. - 560 GENE ( I HAULER TARE ibis. 33180 ORDER NO I DRUM NO. 4 FBV OTHER 'URE a IIt 1 2 3 4 Clean Harbors Grassy Mountain Facility, Tooele County, Utah f WHITE •Facility CANARY -Generator PINK - Transporter GREEN -Receiving ' GOLD - Operations CHIM i s ` * Clean Harbors Grassy Mountain f s 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTtFiCATE OF DISPOSAL. GeneratorFacility Name;. Nawporl$vb sales Circle* LM81607 I4 Generator Address: 1218S.Ffdt Avarua Date Reeehieg3 8t28P2013 A-M-MaWilifastsGroup t�naovts, CA, 81018 Genarewt Cootact Name, I 6wwrawEPAID: CAC002741293 Lead 13088571 Manliest* 808590926FLE E Original Date Removed Unit Serial S t Material Disposal Matttod of Disposal Faaft r CH 1D# From Service Type Custornar10 Description trate Disposal 35274717 a±23rfi.713 GM 000£9014FlES1 PG08*,%FWLWM W262013 Land6A �.. Pn�t1i Under CM1 and Liminal Penalties of taw for the makhV or submission orfelse or fraudulent statamants or representations (18 U.s.C. 9081 and 18 U.S,C,.2615), i certify thatthe at of metlon oontainsd+.n or adoompanying this document Is true, acoorato, and oampleta. As to the Idenfsted sadkiri(s) of rids document far which t cannot personally vmify5uth and acstaacy. I *et as the compatry dMoW having supervisory responl*fgiy inr the persons who, slang under my dired ksovdons. roads the on that the tntormation k true, aocursta, end oomosto... i Wednesday, September 04, 2013 AuEhodzod Agent Data Page 1 of 1 Mr{vnvr.•n '" �` L 778027-0 L i#Y.'F=C 1Y alnG1AFA Pie9�a YIY('F ' "'tE°6n11 �$t!(�u99 tiNF B 12 11YK! F01M11 led'tr''BNP„`"c5 UTAiFt?RM H1tZARDCiis 1r9&'9�+tw R}Nas tPaggi# .., Phme d, u#carha qumpsc,. . a,�'. W FES CAC 00 a 74 i 2 9 1 Q 7 FL.E : fts 5p6 3t'S�ft#ZEretttteFrlYdasliasE'flitu" gBE rinka.CASiOAS ii rfi6a 9"863 PNka ' R:S,EPAHJI3 7;�~�G¢Tf3 /ftl i1. a .0 Y •; U3. �a�er,5ar Line# ilrhtGtassi tiel2aftk ti C I3 f (IT CW l 040 • " tr.iax12 k*xt$04T 10, c51+aiwrs N0.t 13, ab GNw< t#7@t°ft Rei fC iilltiCf3 Y LSi}. 3NoWT g !8£tailtAM 4ti p }i9hii) PCSS, W .tQ S6iWM DEBRig &SOM, y tit&+RG�SdYtSPPhdAC�501li�tCEfliLtl, ' z' a` a • rs aexew.arcearrnonsc�rcru�u:, �mas�ereesaecasreret�a aeya,8��ex,s.�ca�e - aflsl�v,3M�'er�ros�cts�D�FnSYYrtar§,aispat � tnf xa�2tic+�. iia5r0ut�tC�*�avl k�m`&a?fdf�y'" 9 , fewwattl Ws at mt'S4S .entcWrkw?PoSfsk %e ta,i6ftd IP `td `. rc'yct�E>8auai�na+;w�anpcevrom aea!�sab<c c�R 2azzrfal�rei�sm�a cpanaNe«n�a�i�:@S�s�.... �vx„�=. r. �frmo�l�irs, C7P>�nr�,u.s. "Pnaarerd�rtira��, WNW gal n .� LS lSrer-y ©7yye 13 tJ Pa^ 1l s n t.aFWB . �• f MsYBaat , +tea '0 EPA 4C Mabel j r '9kd'aar+ktkR ,2G' aGME' ` •+ ' . AR^.IM :+ 191...�_,... � .m_.F4eNad con ._ Ga, combhamdMiswub o r, H132 2ft. oe�naWeFaryaysera r. CedlfKa9enmraes�.@dA.msYtcus h't 9ra � axesWasrxv.�ra sanrBa.+.-: •'(eer EPA Fxm 870k•42( ev a5 Mevipus etll;ions are atis`cie . "' ."'"'.. r ' `.''tMfG 7EU FAC JLIT'ITOGEAIERATOR tleas Harharl haf SU oproPriatepetfmbfor sftdwii.agtoptthesnasta,Wogettteraterfs gpmg GM 40r .LOA[} $UMMA ­ 1 —11 ERVISIONVIENTAL SERVICES, RY RECORD 7,121 138 26 13 LOAD DISPOSAL DESTINATION 75700 ]b SMS (I lb TARI: Q79700 Ib fFT StABILIZATION RCRA 7 CELL-4 TSCA C I STABISPOT LL I LIZATION 2VAU9/2013 09:5006 RNS lbsa TARE Is. 46 40 TT. FB V OTHER 1 2 3 4 '!SIGNATURE COUNT Y90 NO INTER014"'PRIOR WASHOUT SIGNATURE DATE Clean Harbors Grassy Mountain Raciy, Tooele County, Utah WHITE - Facilfty CANARY - Generator PINK -Transporter GREEN - Receiving GOLD - Operations OW 208 is Clean Harbors Grassy Mountain Raciy, Tooele County, Utah WHITE - Facilfty CANARY - Generator PINK -Transporter GREEN - Receiving GOLD - Operations OW 208 Q� Clean Herb= Grassy Mountain LLC 3 Miles East 7 Kites North of Knolls Grantsville UT, 84029 UTD991301748 (435)8848904 CERTIFICATE OF DISPOSAL GenembirFac tyNsme:. NevrppnSub 3010014ar#r LF77'81697 Generator Address; 1218 SL Fifth Averme Dateft =6t2013 ATTN:WatedWw*C--mW Monrovia, CA, 91016 - Generator Contact Narne Generator EPA ID., CAC002741293 Load A, 13006570 WnNeat#; 006690927FLE Original DateFternoved ;Unit Serial #f Material Dtsposat Method of Disposal Facli ty CHID # From Servioe Type CustomerID Description Date Disposal 93274716 M3013 CM tl08590927FLE£1 PC5SOF4$Fcr e1ldU`]Of3 Lando; Graswmourwri. trr I Faday Under CM and Critnft Penatdes of Low tar the making or sib7heselmof tNse or &aiadsiloc+[aiatamanta orrepresentattors t18 USC. 1001 wrro, act+n9 tinder Page 1 of i Wednesday, September 04, 2013 Date O%mtrarLnrshasHasthewssterheAealaratur6sshinaica U S t. 2tr ar9al A • ,�r{ S ! ! PP* 2/1.,'f.�".a `^•»„ FnMf Amtmund frNAR N� 2fi<A1A�39 O%mtrarLnrshasHasthewssterheAealaratur6sshinaica U S t. 2tr ar9al A STf MANMT r ,. i} sl TLEsub 3. f�rir �TTb2:°ilat2s`t"9�asta {7r6U1S �,�i��` •x;.„, Gat. Rxnc•. , + - -.. - T doonserAws CA 00PI'Sisgg 3Da Wam3 ,^ .. . U9. E>ASiI+43mCbr . Clean MorharsOrmsy ountai U i! T i 9 x #}' ? 4 8 S mks East iirises North # Maps e. UT s39dY . aW1a 48. "&J806TOdxaPB�I+G�c9afmi�ir�i&`e:ftaiard �ass.Num "aC:Cwaeae >it.r; .t2 kRdt 13,'#esietadss�t No, Type €y WWPxckirgtl"iranrll OA*Y VAM 1' KOf4 FtCii liAZ.R%tiitil3$'f ASMSOUD. flNDt�•i"XM z s r Ldp rri «r iU n rs . s�pis .n a s rruu�. OT Xqoq K #55UMAS>500 #PWI MB SOUR%EOMI• � z 41 i:iea$C�-rW�aas 1£: GEfaEFATO.�k'R°01'F`EFCR'SCEIiTIFiCAfi i; dl wdasta;eC me zrapaaet iaa rer Smm Faay'aaa cacuia Yda wAa ai+i YisP' p89am'. en9nclSxaIm aW, ma�&,ma�ra��.aa,aa:xriresP�xi'mn�rrna�md�sasma�z�mana�m xxar;po�wawrzyitaisms•u�ntska�rm:"pe �m�" l4h�rrix eix;aa: mnaarmro8wriesMerxa'teM' d,E�A. W . .:... '" lar aterawxa rtur ua5sx 040cts %228{a of mlbiO) r of." 48.I PmdNs: %Thwbus. e,. ;.,..lEY{wrteW9U,5. PakM¢OG,f`enG '� ti7fxh46tk4M'ACMYIdN'A�d�MI1N3e($t'laiFiNA{21BIft:6 - ... t is OTIP f �J RCR§SsY �Pdrfda Rv' dmrt .i-_1ivG R@ .WDt. v F G 14.4uar"Si I4RAW,q^wwawl!tA"Oa da Q.e,atlaskxhuaMwswasNrS +massa, arv:awvMqaka4 S Zd Fad�yQnrGi�a�"". ' nNrxce9l�'ha:'mWOus mat¢�B aaaebby 9�tirvti�ilgalawapl earatdtl nUamlBx ,. a �. { r `'� P N Fdgnth xar, J EPRFor.»6 (Rey, 3-05) vausedfionearedkxclete. DE& kAT CtLrrYTM3tNERATOR O%mtrarLnrshasHasthewssterheAealaratur6sshinaica mbo 6NVIRAKUF.6iTA1. SE&VICES` - LOAD'.01SPOSAL DESMAi'Il7M8'09 08 27 i Mo lb ROSS 1TAE El! SPOT ?� 1t, 10 STABIUZATtOh! RCRA CELL--- TSCA Ca STABILIZAnON WAOTRACKING INFOPIAkTION YLtl ,. �� M1Vyyp/ LOAD NO, 2uAmi2,,00 09,11.46 i MOSS lbs, 7561R, WT—OR HAULER y.11RE Is. 329W i R No. I DRUM No. T lbs— 42700 -t-7 8I S CNC, CONTAINER NO. (sI! RAILCAR NO. 49 UNEEt E.! LOAD COtRdT (WL U OF TT FB V OTHER T 2 3 4 RTOR VONATURE COUNT GATE. LCiAd WASIiCiUi �f+�FOEt ATCCIN.,•';,, , ,,,,-WASHI�IITSST p,, i,• ry OUT, TYPE: NO INTER1001 E3C OUT SIGNATURE DATE Clean Harbors Grassy Mountain Facility, Tcoele County, Utah WHITE -Facility CANARY -Generator PINK-Timisportar ?GREEN - Receiving GOLD -Operations CHl toe .s ! t� Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL GeneratorPacility Name: Newport Sub Generator Address: 1216 S. Fifth Avenue ATTMWaterlWaste Group Monrovia, CA, 91016 Generator Contact Name sates order.. 07741697 Date Received: 82712013 Generator EPA tD: CAC0027412% Load M 13006679 Manifest 01. OOBSO0639FLE Original Date Removed Unit Serial #! Material Disposal Method of Disposal Facility CHID# From Service Type CustomerlD Description Date Disposal 33195849. 8/2512013 CM O0B590839FL"I PCB SoUds For tendM 812772813 uralt Glassy Mountain, UT Fadliy Under CM1 and Criminal Penalties of Law for the making or submission and 15 U.S.C. 2615),1 certify that the Information contained in or axon Identified sedon(s) of this documentforwhich I cannot personally vedf responsibility for the persons Who, acdrtq under my direct insauc0ons, r Page i of 1 Authorized Agent or representations (16 U.&C.1001 xunde, and complete. As to the -s company offldal having superAsory ,matbn is true, accurate. and compiets, Wednesday, September 04, 2013 Date ' p r• Iyr.' ° ryiwm. 41C Ppw..iOnoli ,e, i* f•�TIMS4 iYA@� a •.�'I�Il�iil.011'li$8lM 1'IFL"G+�C11Y:Y'LBYittiBii ` UNIFOPA HAiARDOPs t. Ix' ; 494 tlE j� S � WASTE MANIFEST . ; �•' �{{g��wggyygqpp��+±yi ,. • CA sifts ��a,CA 34iftsi ' • � � ak�#Y®R'�fi,�SW �.rTi i.LRDV � Gm's ekka@,. k -, ts.GARi aiTra�spartaB nS� i a 0015196`6 SUS EPA 21 K,**K ,11 fnN orsO �aiauc C#39933#Y ?48 3 t 1+an7 Ping" 4d of Kneft p ibv . OT #4,09 'FeoU 9a.U.E.gf7r QprJ aroP ,° caY39t .HamtdC ,�Nupper, .' � 10. ri.Tatxt + 42.LVA Nd: , .. 41 ... ..-;., aMFeddffjftuA'0am111 9uwltf. .: WIM, ipdsF&tCFt HAZAi3 li8sYtAETE 50LiU.{#Nf 9 DT " j 201 d. y ,LLaMaYsla. ' f�. GETJERAT4R'9#GfEYYiWi&GERTIRGATfQK, l dreiarsk�.&� aetlgb sau �SGKSaxore aA, amara Yrfsn' �':pn erw- da'coagr�,1 aetE tom, R aidift aff ' -! r,E can � combnn to Bre te�asq(llbaae;hadEAA ' ZatCx''- �" , -,ItsGy Wtarc� - aid9GrR 292,2TSalQltm�te�jaa��NJ4��SaXt�?(a' a )�riva. , • ri`G c . ? �' eve—, ,; ,. + .... aa�tarmdmtrrwa ., .L]ErtautlromU,B.t§uSdnky7mik .. .:• `, 17 TronspwFeuAdamv fd'RxsFtW ..r �.. : .. r It - •y- V i4Y10—llp= ate. ' n.,. D Va G:Ua. � � �'� �i�Crt;Ulb �.. ti18Y�1 �'P"b9r1 L.,Y"f'wR.Vt ' a ,4 i} �" - 19G Ate. rg( qat x - tk e! Y 7w— U,HLr. +, Wwba Raxxt"w" MOW GonW Cw%tts^a W 'a.. arvlenc�tcYrg ey�rss# U, HL �. N) Ua.+grawd GacdYlyC�xnr CSe'abr.CAffiYkv5and eftwerdws rtmEAah osa2edp¢thanwrXaat - ki tha �' � � i '� "` ' / ., 1 `if ' 9 .` t r EPAForm 97U1 2 av ) pravWas dors dle: (/ ... DESIGNATED FACILITY TO GENERATOR ' nL.+ry uxriiwr.be»tAn:t»nn+s»r1a»+cn.+n.'ln:nra».1 �wi/i tiaa..nF lhn.nw•..a <d.».n..+no-.anr4��hrwYw.t • . GM LOAD SUMMARY RtC©RD it) EW SEAVOW � LOAD; lSP066AL DEMNATtON i—J ❑ SPOT STABILIZATION RCRA CELL_—_ TCA CEL STABILIZATION j ,LOAD` RAIMINGINFORMAMN CON.TAiNEjTlPE. - ""' LOAD COUNT (RAIL ONLY).: rlw—,)G,..TT FB V OTHER 1 2 3 4 11:66- "D& 27 13 7Sl"m 1b ms TARE G�0lb 75000 >b WT . TARE ?b5. 14", NET 165, 421M, NO INTERIOR l0R d r: a �. WASHOUT SIGNATURE DATE ... , DRIVER SIGNATURE DATE 5n' -c I '. I I I 9 \0_A l\ i Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE-Facirity " "CANARY. Generator PINK -Transporter GREEN • Receiving GOLD -Operations CHI 208 Clean Harbors Grassy Mountain LLC 3 Miles East 7 Mites (North of Knolls Grantsville UT, 84029 UTD991301748 (435)884.8900 CERTIFICATE OF DISPOSAL Generator Feel Name, Newport SO sales O torlP:. LF'7781697 Generator Address: 1218 S. Fifth Avenue Date Received; 8!27!2013 ATTNWaWAVasts Group Monrovia, CA, 81016 Generator Contact Name Generator EPA il): CAC002741293 Load M 13006698 Manilastfl; 00059OWFLE Original Date Removed Unit Serlal #1 Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID Description Date Disposal 332818987 4M6=13 DT 392949871 PCE Solids For Lardlit at27mi3 Lenft Graaay MwNain, UT Faoft Under Civ4 and Cnminat Penalties of Law for the making or submission of Was, or fraudulent statements or rapreaenlations (19 U.S.C. 1001 and 15 US.C.2615).1 ce"* that the information contained in or accompanying this dormant is Rue, accurate, and complete. As to the identified sechon(a) of this document for which t cannot pereaally verify tRAh and accuracy, I cerlityas the company official having aupetWsory responsibility for the pereons who, acting under my direct instrucitons, made the vedfloationthat this information is true, accurate, and complate. , x Wednesday, September 04, 2013 Authorized Agent Date Page 1 of 1 • ,1 t 'BiS27»0d2 SC PPW 21312011 FOsrn .... it0.u�iCO}9 EPA FOm18700.22 (ROV. 3,%)'PleVIM OMUOM ere DOOMS, '�" . IIESiGflATED'�7SC1LfTY'TQ ©ENERATOR 40anHafttsflag ilieaaprsfitaatecemror, for and urllxzaadthovixg^tpfbo00nnrarnr14.4 14,4 ' UNFORM i#FZARl1WS f- ¢s4rrrea iP4a1 Pnw +t t 2�3 itt3i� '.Nre m, amOa.+C 4ia'r.�AOs. at�s's 3 - S.FdiltAvewnaeATI&Woter/WasteGram 3L� taiDu BNd Monrovte,CA4atftS fd uktH iaC#52 ` eowgwa RarnedlW71 ampartatfunServices ' G �, 8lk 0 ,$ 2 so �w ActiEmst us �u�tlr . Claim HarimVm L C OT O'S 91301748 3 was 7 mool ftceriiat#[nails GrwarAft.tITS4029 . ge .US.EN;'rDa:T,np?'On (HxNw&i$Prcry4e;dEiAM Ndase.? xx,'4 16 � ftl.CdMawxB' 4117c I W, YS tk'p YJc: 1 �� HU �Parr1#t4 tYUnp(dapJjt _ ". "A :Y�.t1o„. • .. t+r tDEBRIS1�.e IDT_ .iilra�+'S$b`f"F @SfiUt i}lt.) ss v�sCE^`Q3 i2$ . • ea, TcksePfxS tyaxme ., wemmaaxmn�e�r� msvrea ea , �»i ". mem rl &S iT kKVxupa7 ,b Bqd ai 3edr'.Ai &: F.6IPGYSS kegs Eft # ap«a�x�8ae FPa �YdOtf;OrpsO�W. _ 3. - 9�t?tcwatir. x - Tt�i crrz.zr#1p;r<rne� g�a.'8ie .lease �6aze_. &P1XmeCUrai SNpx4nts . iatrt>Urt4rW$, Ai ' ' 'Pat—of mtrA6 .., . ri •: . RcknaM`edgmer=cV(P"1p1pt 8s 9e irtlz 0^Spots Dom, Elio, �r i_l h*t" DoZZ `. r&b,AYttfmtOfact`7y(ar Ge<f=is`nj s .. U$. EPAIUNUrM»t f�aaPhpr2,. p $G ,.Ct fu'mf {OrGtl'W@{Ff} .. N+Y,4h A3Y. .. . M is tlE % epi. gp., oxw brwm'CC4$ftmx� .ottsticus ZD r ,CtttiicsGenxY try4Sr, ezpo}"3ae Cw&t t;p ( :ref4karw r 1 W A r . , •.' +�r dR 0 r3 EPA FOm18700.22 (ROV. 3,%)'PleVIM OMUOM ere DOOMS, '�" . IIESiGflATED'�7SC1LfTY'TQ ©ENERATOR 40anHafttsflag ilieaaprsfitaatecemror, for and urllxzaadthovixg^tpfbo00nnrarnr14.4 14,4 ' r { OGM EMMONMENTAI.'SERVICES• LQAb SUMMAAi 'RECO 7556C, lG MS LOAD DISPOSAL DESTINATION � � a 1b TARE M60 Ib tET STAHIMATION RCRA CEU_,._...._ TSCA CELL STASISPOTLIZATION 'LOADTRACKIt+ G INFORMAMON CONTANERTYPE. LOAD COUNT.(RAIL ONLY): EO G Tr FS V OTHER 1 2 '3 4 OPERATOR SIGNATURE =947P DATE "�"I":LOADWASf 1NfiORMAtt6t� x; 'Vt4!AI*Ou'$TAIViP I' WASHOUT;:..' TYPE., NO INTERIOR R R(OR t PLANTED DROPPED ROM REVIEWED WEIGHTS WIQSRECEAFMAN 2alkA1200 Ct t06t i � c It 7w• 7 iJ DATE LOAD NO.hoq OO 1 TARE lbs-. 33160 GtRrIERA HAULER NET Ib=, 424L90 ORDER NO, I DRUM N0. ..- E "F 1 - CONTANERTYPE. LOAD COUNT.(RAIL ONLY): EO G Tr FS V OTHER 1 2 '3 4 OPERATOR SIGNATURE =947P DATE "�"I":LOADWASf 1NfiORMAtt6t� x; 'Vt4!AI*Ou'$TAIViP I' WASHOUT;:..' TYPE., NO INTERIOR R R(OR t Clean Harbors grassy Mountain Facility, Towle County, Utah WHITE - Facility CANARY -GeneWor PINK•Transpartar, GREEN -Receiving GOLD -Operations cm 200 t � Clean Harbors grassy Mountain Facility, Towle County, Utah WHITE - Facility CANARY -GeneWor PINK•Transpartar, GREEN -Receiving GOLD -Operations cm 200 Clean Harbors Grassy Mountain LLC 3 Mites East 7 Miles Nath of Knolls Grantsville UT, 84029 UTD991301748 (438)884-8900 CERTIFICATE OF DISPOSAL Generator Faaty Narm, Newport Sub GereralorAddresir. 4218 S. FIM Avenue ATCN:vdatari Waster Group Monrovia, CA, 91616 MMIMMMIM Safeswarp;.: LF7761697 One Raseivad: BtdM3 Generator EPA t6: . CAC 2741293 Load : 13066738 Manifest #., (166596641FLE Original Date Removed Unit serial#t Material Disposal Method of Disposal Facility CH t0# From service Type Ciastumort0 Description Data Disposal =17474 9727724is OT 388114741 PGD SOBde For Candia e7=013 Landfall Grassy Movotstn, UT purity Under CM and cdns sa! Penalties as Caw for Inn making or aaibnllw and 16 U.S.C. 2615),1 certfy that the information osdainod in or an fdanitlad secOwls} of this document forvfiPch i cannot personativv ? resptlnallifl r the parsons who« acting under my direct tnotrurrr" Authorized Agent Page 1 of 1 soourat% Wednesday, Septernber04,2413 Date vt LT -77i3 S2i-8d2 SC PPW 81312 ` Pieass prbt9v ypa (Farm daefpned fosse art e9le 12•pgf 4 evm'fe ..} . FamtApproved.OR78 No, 20SQ0039 " EPAFmB70022,(Rev.3-05) PreWa4s,edPoonsaaa5saee, �' pES1GNA pFAG1UIYTGGENERATOR ' •. B:fNAfl Figt3lnaq Tl�O�.�ta p9}4N'REef'rq/nn!nrmitrs inr aea{mdif Saeuart ilea utneeaai:a .O:.wn w .eS+.l'.n..:..a � � '�. NIFORM HAZARDOUS 9 i} 741263 2P fof i yyyys( aag�er r� S. Res PFwda A. "On, WP 718 �J n, 0642 -WASTE MANIFEST ,ALE S'�iQ iY4Cel llllol . s, 4, _ . .,. .. G . a m cammqt , Tmgv gess .. 12.Ra Wt'R&enue Momrmfi k CA SMS �§VPeitt 3 $"sfi6"3' . framponpr,-Campmy . ' .. .. U.S, EPA 10 MTW RertzTranspartst#an Semce C A.i'fi 1} 0'192!,60 '. .. mnaDodP;'. CampeayNaam :. .. .S. EPAIO,NUndmr ,.. &De*' Nab rdy Mame and SiWAOftn-. .. US. EPAID Nenda Cieart N�rorsGe+kss+1 �Rq 3�vhYesfaat7�iesiia tattaiD�L1,C ,..R...> if.7�Ef33.3{D"27:'S sPt i&UTB+G��i9y Facif ,'9a. ' US.WT os in+.d+!dt9PtaPer }Pd�Xazne�f6mrt9C .il h§.ttdrer, M:Caihriem it'RrUI .. 1§.t 15. W6*cc" . XM;'lwe 'Otmngily' -4VtNOL at ce 1 HO"CRA 3Sz�73ti 31}$ ST � 611€44 { 1 UEi �utT% t �rsu�il}it a�.c tai { �p pF " Q �¢ � , ia�5[ti . i.O � arsi� '�>� 'Ptp3ti4 stst�iaC€o►� t , ' " ; 4 35 GENERAT6ffStOFfEfttfR'S CFRTIFtCAT10N: Fhzr=SY dedare tl�tCe wr.ffinfsgtlliamnst�ulerR ae SlNaMeCa :YdmcrZae above bXNreDropaea§j�pY,$n&masfMaBafa4sN�.Pa ed .`. ro VWWardUklm Geµ,Wk&d,ana em he g@respaclsMgmCgt,aa of Porbai®1grt 9Wappy$,CaNgsetpmeWnai&Mrglbnel9G'mm»alel reguleW.np, pexpeitxdCn•.eivaaYnMaP p: Eapartecl�NNdru[8reosnfenu ofbtkivt1'14gnn�antmnf�Ntlx�"SmtMi,SdMe aCaGhetlEPpfckricxkdgmm,,� sen. . .•1axGTydmi Nes was'srrdradsn siaeer0.MetpWedkrt6CFR 2Gi271a}(#lama6azge4uaDRY9eam.`i1 xsmalftgra mltuit. '� �i,l btymenta a, ❑Llpxt1OLLS. .' ❑ •kbmU ,FCrtc7enayfeXk '. .. � '�.:•. _. Tmns bee fum,Porla . , ...., .. Does 4,5.: ,. ii: t: l7.SrenM.Na+MxJ9>nentaiReeshDtuCpl�dYa _ _ ; T - +S.Oifdepmty tEa.� hdkafmrtSpea ©PaeM1Hel Fiq—eclAbr+ fl , i .- ❑ '[j j,,� Out ��—f%'�w�i.1J'.,' (� / ❑y,R�sidua (y }," t ,r 41:37 Me RatereAce WNeaP' f 4 s7 .... ' `• 18RP11e FerAily(a Genereiorl .. . v :. "', ;'. US: EpAIDNUMbW, . �- Fed Phmv. .r �..". S 7, ,.SlgnatuB MABb+Imie Faa'NN{a Gerdvata} R�, ' .. '. .: - ih -Day fsKmfdo4lvv aftw Manageamm Method Codes 04 cans tahaunfauewasWlmb-d, , and mgding*Wms} � �.. . , .. •:i .. -.: H132 2N. Ded9raiad FacjltyCwnar aiDFaratar. GteWiceBaiatmcegffoFhatazddmasDladals cEvtred6y Ngcpeaik�a:exceptas rafedkiJlery_ •' .. •'7 .; •: • : ' axith DzY. Yatr. } Inki EPAFmB70022,(Rev.3-05) PreWa4s,edPoonsaaa5saee, �' pES1GNA pFAG1UIYTGGENERATOR ' •. B:fNAfl Figt3lnaq Tl�O�.�ta p9}4N'REef'rq/nn!nrmitrs inr aea{mdif Saeuart ilea utneeaai:a .O:.wn w .eS+.l'.n..:..a � � '�. CONMAINERTlPE,' 1'•" LOAD COUNT{ WLOt.Yl EQG TT FB V OTHER r 2 3 d ERAT'OR SIGNATURE 04UN'F #;ATE ' 'LOA WASHOUTIN�i3RMAfiIQN WASH6 T iTAMf?T T: TYPE1 NO INTERIORR WA5 TORE - 1 DRIVERSt0NATURE� DATE - ITEIN CQ�IIEITS' NAME;: c q h -'3 Clean Harbors Grassy Mountain Facility, Towle County, Utah wHrrs- Facimy CANARY -Generator PINK-"Ransp per GREEN - Receiving GOLD - Operatlons paws _ GM ': LOAD SUMMARY RECORD T,vmq��I�xT c &ERTitgE& �$`J`2Cti � i�zttJ� �L! DISPOSAL DESTINATION 6P 0s lbs, s 744 jTAK spur ib5. 00 STABILIZATION RCRA CELL TSCA CELL STABILIZATION IST lbs. 67400 °LOAD TRACKING INFORMATION �{{ RECEIVEtT. DROPPED FKkL. ReAMED WSGHT3 GFWS Mar "•. DATE LOAD NO,iis�.il�II,3 t,. bGXSS lbs. 67400 flENERATCTR HAULER TARE tbs, 31060 IST lam, .. Sao ..•— Q{Ri{J'E^A'.•N0. DRUM Na j L 3,-; I i rl-W l � ,Ja 0 0 t —17 CONMAINERTlPE,' 1'•" LOAD COUNT{ WLOt.Yl EQG TT FB V OTHER r 2 3 d ERAT'OR SIGNATURE 04UN'F #;ATE ' 'LOA WASHOUTIN�i3RMAfiIQN WASH6 T iTAMf?T T: TYPE1 NO INTERIORR WA5 TORE - 1 DRIVERSt0NATURE� DATE - ITEIN CQ�IIEITS' NAME;: c q h -'3 Clean Harbors Grassy Mountain Facility, Towle County, Utah wHrrs- Facimy CANARY -Generator PINK-"Ransp per GREEN - Receiving GOLD - Operatlons paws a Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTO991301748 {435}884-8900 CERTIFICATE OF DISPOSAL Generator. FadlityName: Newport sub salesofdar# LF778107 Generator Addroesz. 12t68. Fifth Avenue Data Recewed^.. Bt M013 ATTKiNoferNeste-Group Monrovia, CA, 91078 Generator CorHmrt flame: .. Generator EPA fM CAC002741293 Load #: 13086787 Mtany"tt 0065g0542FLE Original Daultemoved Unit Sorrel #! Aktortal Disposal Method of DisposedFacifity CHID# FromSarvies Type CustomeriD Description Date Disposal 333=17 WAX13 Chi ZFLr✓-101 PCA So.W For La s"W3 Land" aus" UT Faft mi m persons who, acting tinder my drectfn Vtmf10 m, made IN Page 7 of t mialions {18 USC,:1001 and oomplaWAs to tlia Wednesday, September 04, 2013 Date LF77915 7.002 $C. PPW 3/3/2011 Farm pra6eC,DhiEYa205Q,^538 . €PAF4trrn 8706?2 (ReY.305) Prey ousadti ns em obsolete.'DESIGNATED FACILITY TO GENERATOR Wean Harhia has the, appropriate permbs fararldvia wept t7kase4nw tbt $enesazur iscldpping' UWORMNAZARDOU$ 1 CmWA rIDlFr W -,.., ZPagaior 9.Easrga"wy: :Fh�rw. ` 4 y L�g{N}um¢{troy�r r... . WASTEPAW, .0 A'r, 0 0 27 A 12 9.3 :1 .'$qui Now,". 12183. b�ifr�ucnkru��TPi:tea#�etkt�Estet�rntsn �'i#1�iF§stbn� * `" ma"MAD,CA8iale $ea sCA92663 RametC i rin eeusa es CA R Cs 0 0101 S_ S *„off Rost 7 Modh of Knolls ra'i,UT�O .. F° ll.w i2.W tb, TIM- Yw'Pad'(o-gOttw"r an1N o WGULAiED--;LpS}P I�iSLlC3`dIATE. 5 4 9L 't t r t f—qw"W*wOrpXmpm MOM,' f5 kF1kEfiATaRt'S'OFPEROli'S Olilire"7CAi 7N therwEuyGw,iEa6 Pra u�aarsS #tst 5aa6aCYan9�dawkax mob% "Pow WOM , `arch d"Oft 4. . fREfFlrSa,R1 ,ftA b#4 AttCEpeCSA1PaMP CCIIYiiialt SK^SAIr8ffi, d1��[S:weICkR1k,6Andfr04 *4$kYOktY: d9stst!ptiSAm#E>#C,tlipfhta,+Nf, •� Eq�8ra;lcxrtEj tlwi�e raatef�aFA��eGFaagmnentW�ammthaW�{:. EPAAc4ent' dGbnsek. "-- , I i+atNawas�rt«kdazrzaCnns»I§�MI�GfleaWNCRt�t.27(a!(n tgnet�ga;b',en9tg9 JPrtama R9u+Y ewe ,., `.. i19Y1 (ofBn,�µ Oate4dawn liw�,. •:: . etn :. raaxpPneraPM''4'"dRypud" avec _ *Wm y,. fE l 4. II{4 'kGrv7a,N rcehlYNAr. '. , k 1�. Af�9Y„k�S r^.^V lAU r}=^w^.rt • .. U.$. �1 Q}.F1” a �:: 1 W Fe SF1wax 18c, $yiatxeotNux�e Fao'tity.. Oenm• `..: , ... N +E]., eaz, 1'E,F#ea2zzxYYasbl�i+*=FUraSHr,Y'k.&fsMatlCofies.a,. c4Ewtkr!«Yegt SY.a2raa,cr.8'aci�'+'3 m3sYa=sl ' .•. ,., ' t' W2 z z �. + ,Tg OBcy�z~eaFGMRlPp'liPBt3FX. MiY,,,,rr'"/)9C,*,,8}2k&'djCU3/MbUjMb«S�WY`JN4d CS 61@M,%Sr k3Sr.U6d �1? JBa�„� i^ 1 �)(k G"*.++'a.4^'l.dV4.✓ (... f :1, �jCte91 YP €PAF4trrn 8706?2 (ReY.305) Prey ousadti ns em obsolete.'DESIGNATED FACILITY TO GENERATOR Wean Harhia has the, appropriate permbs fararldvia wept t7kase4nw tbt $enesazur iscldpping' GM LOAD SUMMARY RECORD, �... 9 .1S 13 EitV1RtlMME�TI� SER1110ES' '2a -FA4it lb c*rj85 3 lb, TAPE LOAD IXSPOSAL DESTINATION ?S=140 lb ICY F-I POT Jz >�ILIZATION !RCRACEI I TSCA CEL STABILIZMON LOADTRACKING INFORMATION ' RECE lED DROPPED I PNALOODE REViEY3ED WE4GHTS GRtD3 . IN, 026 DATE ` LOAD Nq. l ibs, v�417 HAULER TAM Ibis- 32420 ��** GENERA J(� W' ltt- 430211 ORDER NO. I DRUM TWCK NOS CONFAiNER NO, ^(sI RAILCAR NO. '. CONUINER TYPe LOAD COUNT (RAIL ON141 TT FS V OTHER 1 2 3 4 t TOR $tGNACURB COUNT CAFE 8 I CJAE31rVA5iiOUfi`INFORMk1ION -'' : r` ` dtVA5F OVrSTAMP,;-h,, WASHOUT TYPE" i NO INTERIOR E•IOR ! ` WATHOUTSIGNATURE DATE DRIVER $IG E ..I tl OATF, PfEM ' COMEAENTS " NAME LDATF, , Clean Harbors Grassy Mountain Facilit)4 Tooele County, Utah WHrFE- Facility CANARY -Generator PINK - *tansporter GREEN -.,Receiving GOLD -Operations Ctean Harbors Grassy Mountain LLC 3 k1fles East 7 Was North of Knolls Grantsville UT, 84029 UTDO91301748 (435)884.8906 CERTIFICATE QF WSPOSAL Generator Faddy rlama: mart Sub Generator Address. 1268 Sfih Avenue A7TN:WatafWaase Group Whrovre, CA, 91016 Owmator Contact Name., . Sales Gr—AW# tF7781697 Dote Received 31284413 Generator EPA 10. CAC002741293 Load 1C: 13006737 Manitostk 006590643FLE Original DateRamoved Unit Serial 01 Material Disposal Method: of Disposal Facility CHID# From Service Type CustomerlD Description Data Disposal 31317473 872777013 or 3331=473' PCa For avz812al3 Landla Gsaasya enta?n,UT FAQ Under CM1 and Combat Parsttes ar Late Cor the making orsubralsolon of taus or flauduSaM ants tv tstlo:«:s (16 U.S:C. 14831 and 16 U.S.C' 2615), i certify Chet Its kstornratkm container! in ere yir� dlis dnct.merd d true, acasi ,and As tattle Idandred aecdan(s) of this document for which f cannot personally verify mah and accuracy. t corldy as the company offal having suporoscry rmponsldiky far the parsons who. acting under my diose klsaucuons, made to ved9cadon that this irdamusion is two, accurate, and complete. Page 1 of 1 9 Wednesday September Oak. 2013 Atdhori2ast,Agan: Date ` r ' tf71 27 4 W i+PW 3/3/2011 UMFORWHAZARDOUS +ASTEdbwIFEST. 133Eq�jS.4lFiStA+�aitty�ltPt'httBrJ?�fsitt!#g$8i#i8 tzv}aa�'A8#QNB >tle#NR"3��ii92*�"�i"� ifarere' sPMwc..v Z .. ,,.q 7!Lf? - .. R7�dM...us.�'A ,, .... t'��ita7t'spoiuit�Tv%3� ,; 7Densn%7t+2Ccna'w?b'H US EPAK)Nfmm . EPAIp n OW B", ' UTS F Pkft is 8a. 9dUS Wf p5en't�iu�P:�tl•S'd.�+�arie* :Ham�Cffis4� t0: f9.'dJ� , . Nd, ` TYi r NYI. CNnVJ £�` Y t omw 1 vm, N07RRR4i4AX�Rf3G1!#S[iLlii.#[i€3Pt•IXYT RL ULA'MD- Pqu�D 9t7lICY�1hB7 .®EB owls *SOIL" DT' 6,169 K 3. n . eV X 4� 15. SENER0.ToR'9f06FEROR'BCERTIFICRIWN; 1 rHtfaeed^s eunYm(u# :ars &Aya.d desetaWves,;l�prop�a ewna,xa Sgc:�ay�ri, .: 'I[3'AN1 S� `(n'0'.�K`$$,ME'lif ?e,mP�LtaG511�'i` b _ ..ffib9 O6� Py�rttwlt 9f,.8: #qi iha PtGx.�{' "Ir.'YP�Ake <.. ,ry iC�FR 382.271`a34Tie."1s � ,. \eAs<e. � ' 9&.�am, .©f �Exeat;•R'n U,3,/� `Pxtolt tvm re'•d 8 ` J.S.: . s AW . r e E. Y'`. �&a DiwepaoeyhxRca4wn 6pam ❑�eniaY tJTppa ©3ea�ue IJ Partal itejr 'CIF.�R 1n,XW,s%F&"W 7Ea3 1asxs ofAgemale... a w -. 'Mw1h Day. Yew. �,)S. . ;.. .'. N'asre Ott CsrrenP.a dispasaG Hacamx�s nagenudkte�aO Codes'Ar pezntix'swarsretrcrinwns. a+Mr+aS'r.ky4renw3 Tq. .mtlFYG�'�,ugxaax:Gar;. a)eptk'pta4t�a:^ bY6fe +!&fE�n' _�'" p? , c "Y Pu�l:✓J k lam.• L.. r ,.16 EPA,PWM87,ta2z(Rav 3�05) FWWs1ed1vana2rs0bsorsre.. DESIGNATED FACILITY TO GENERATOR x Clean N;artrnsshastitexomh+stsataoaFrnifxifAsxae4wK!%aeaeal4sRansuaantAaenRasAurcc.wrc..i,.a CM CWRORMERTALSERVICES" i E,AAD SLIMMAFIY RECORD .. LOAD DISPOSAL DESTINATION j St 21 03 Y7113 ❑ r/ ❑ SPOT 7510 lb M3STABILIZATION RCRA CELL TSCA C, SO& STABILIZATION 0 1b TARE • ' 'LOAD TRACKING INF6t MATION '' ', 7 lb ME!, PLANT DROPPED FINAL CODE REVIEWED WEIGHTS GRIDS FEST .. I RECEPlED �, 2r3fAusl2tl13 iQL ��=� f 13M lbs. 75E180 _ iDATE LOAD NO, C . C) -,71 dam` TARE ibw• 1,2540 GENEPARDH HAULER I'iEt 1b:• 42140 ' .. b . 9,7'' O DRUM NO. CRDER��N'''Q Q j' �/ i` 4 U. — C� i S5L( i { -3 Q TRUCK NO, CONTAINER Na (a)/ RAILCAR NO. R50 Li9 CONTAIV99 TYPE;' '. LOAD COUNT(RAIL ONLY):; ,. (DT-T FB V OTHER 1 2 3 4 +, ;OPE TOR SIGNATURE ..., COUNT DATE LOAi3VYASIiOUIiVt)RNIA7IDN :°: rvVaslolrrstirnl's ;': WASHOUT: TYPE. � L CYC NO INTERIOR RIF WASS[G U ATE r DRIVFSIGNATURE DATE. . .ITEM CDMh4ENTS NAAAE DATE ': Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE- Facility CANARY-Generator PINK-Transporter GREEN -ReceNing GOLD - Operations 1 cru 208 ,.r * Clean bartwrs Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls 0 Grantsville UT, 84029 UTO901301748 (435) 884-8900 CERTIFICATE OF DISPOSAL ter Facft tame: NeWW sub un order#., t.F77atai)7 GeneratorAddross., 1218 S. Fifth Avenue Date Received: 8/29/7013 ATTM"NatedWaste Group , Monrovia, CA. 81616 Generator Contact Name: Gattaator EPA ID: CACo42741293 toad #: 13006802 9e hast# 00659W4" Original Date Removed Unit Serial #/ Material Disposal Method of Disposal Facility CN 1D# From Service Type Customer ID Dosorlption Date Disposal 33341130 8,2872013 073334113ct PCs sWls For tw1w 8'29@013 Lortan *wsymoonTRINUT peaty Under CM and C*rkAl Peraftfas of Law for the makhlg or aabmicaton of false or fraudulent clommeras or representa4om iia U.S,C. 1001 and 16 U,S.C. 2615), t caraythat the information contained in or acoompanyrng INS document ds flue. accurate, and complete. As to the Identified secfi*gl of this document for Wort i canna persone4y verify truth and accomoy. i wGry ec Rte company otifdatt having supentswy resporsbW 4ir the parsom who. acting w det try dfroa instruckne. made the vedicakon thal ft Wmra'Oon is buo. accurate. Ott compaatc. >1,4 'eWedne2q&, Septernber 04, 2013 Authorized Agent Date t I Page 1 of 1 k LF77SIS27-002 Sc PPP 3I3/ 3 . •..PA FIXR SIG032�N9Y.;}'�I, NtBV'IX156aNan38tH auWtaW, F .. ,., . "" - UY,$[4iNAFtU tA411i1 Ti�'J.4+,CNCRri1UR �iea�M��mshastirg•prop�iat>amlisf€oranrt �santit9fssv��st>:�theneraWtisshint+ina, � '. -- ..._. 11— _ .... UNWORMHAZARDOUS F, 6mtrerz'c [G SF t# 8, !§wtre h�asc �Ykum/h�m,�+ �q 0[gid WASTEMANIFEST C &tiff 7 ,.. ' rW ..7iEZ J9.5 Gm zloes : sten l - 208. arT tr a t* +fits ftkaa OW— VA`. 7. CIM Hatbm M i"LLIC 3. E39�` �5 $f4t1 14€ Giant-Av UT 84429 ta, S FrAVIft" t4.. ..... .i �, q, U.B.fA'T S ShkA',iU':B Nmtw.H�nf ,i7 , 1B 11 F.e>� 9X.tka4 '. {y,YG7de5 ', Tye .. tiA4 rtlk' a3 Group {k vq)} cooky ��ii S.�c�Q�� oiati _ •. �,_.. . . 7-7 . kw tL�A'S!GFfERGR'S Ct':.4Trtfl:tCA1iGM; d. �6titd w�Een�uissm am€a�a^lu'` ^Ed1 hyGwps, teras. �dcae .• .. .Md.i'aeera4 At fit M .. � YY�u7mtt :�t`PmsuY'. ., • s,aRytaa,t#�trnWyeR. Ek�Y iOiWOON, DO49.'.:fk2h"+'.74gn04. pq.8t7. i V��4 �V. �.�J ��7�'w9i•Ys'�Va. .Sr '�.�. ... �.j.:.7 16. �I �:` �IntgA(Io U,3 ❑ExpclRcmU f3eYetm+l+yvB�et,' ' i7.TratAueFctavnRas+tdfikca�NAttcn^ns , ' .. -7 amo a � a .� .. its"soa2ns2P+k" 'aMe , e t 18B. D'aC�!*dncyP,dlW%etr• til nLLly L-.3 .` fl " .. edJ R9AYk t ©V>a cl Ias. XUIrc w',V U.S. SPANS fB.itN,m .. •. 78F„ Sna�ne ee 4mGawatw •. ' way,., ypy.. 9@. Nmza�sanW§xsRS 4.i9'lta34"{Ine..RF"35 rori�xEctis wYrstit9 ,aril mc)r.H•g ,$ .: �C9 m x.4P�.fik GeepkaOCetaY•a: Ger.;rxtlxOC :Slaws ,..s antes Me - Yg$'. NiB�s.,� . il,.' s c Wo 10M, •..PA FIXR SIG032�N9Y.;}'�I, NtBV'IX156aNan38tH auWtaW, F .. ,., . "" - UY,$[4iNAFtU tA411i1 Ti�'J.4+,CNCRri1UR �iea�M��mshastirg•prop�iat>amlisf€oranrt �santit9fssv��st>:�theneraWtisshint+ina, � '. GM IRR v ao s nracEr LOAD SU�d i Yi RECORD S, � 29 13 77M 1S CW,, n I Upr WH TE. • PaciMy CANARY - Generator PINK -Transporter GREEN, Receiving GOLD • Operations I Clean Harbors Grassy Mountain LLC 3 Mites Easy 7 Miles North of Kno0s Grantsville UT, 84M9 UTD991301748 (435)884-8900 CER'nFICATE OF DISPOSAL Generator FacMly Narre: Newport SUb Generator Address: 1318 S. FiehAvenue ATTN:N%twNVaats Group Mara=W, CA, 91016 Cwwmr Comae(. Name: sales order#: LF7781697 Date fisor ved' SQ9/2013 Canerator EPA 1D: CAC00274120 Load * 19008808 Mantedt COM00645FLE Original Date Removed Unit Serial # J Material Disposal Method of Disposal Facility CH 1D# From service Type Customer ID Description Date, Disposal 98941129 aYlal`VI 07 83341129/ PCs SIMS Far UWM aM92013 tartdQ Grassy MountlK VT Fasilay UndaCPA aad GrImS 0 r[,t- Authorized Agent Page 1 cl I (18 U.S.G. 1601 Wednesday, September 04, 2013 Date Pfeaccd§at f red kN 454 eli este Fl4.cYtcls}... tI I Vn A,,.,. AllLtR Un NWAIN evn e•w+aoruu-ee trt sw7. nweruustiyracs�n+ue opsxaro. .. r,.. - OESIMATED FAOILMYTOGENERATOR VH4FOREfM2'p1SNJS I'M# " - '12'8 2.FtCt 9E 572.8 �; a. �6p WAS7EMAN1FESi P. r '�". . PdtlYb,�y 4# I EUYn Pfeiing � ' • S'$Ie40to W,. , �RGi�6Yi'0'�rFs'�Xi�}��3' '' ++}}+yy(� � Tl���WC�id{ai#CO�p. . ttaupp':Ygm`a,'��Y,�•yr.� yM. ..- r.,.y..N tlS.yE.PAy� NN�nyt3t}t{ ` 4rf��WYCL4�f}.`�gi4iUfS Ia8iilCr.I1Y Y Y R� M V V � O � V Y1Y ltd ., US, EPA�r{amiW yrvy,, 4Nvi]i3IF a.? pis` i rth ofxn a ave •i, `�41df �c x��� C, .uta MISIO&WOO.. 89. &J,$. DoTouvwm OftovPmm ftNon* .: ofiow,,. wid'add+gCwaupNell' `i3. ti. i4�i `'. "X. itPR 13.Wesfe Woes, Mor. ._Typat. ,j Omov WtNOL- SOUD. (MR -DOT W 263 R�tjf1A�t` Oeipou"DOMARWVS �WASTLDEWS f�. t UT. t +, sS430 PPIN PCS# lR�E'tiaRit .; r tm. ;a�lnnu'rd lnobmarxlaXa'or�r irtamedm .• .. .. It tSEtlFRATQR'8!pFPERCR'3 CER)'IFICA710N:.trare8y'+kdatN Walla dc64di ntoraL'fs'aiawustatp dzauaebxa§IPatArpiaQ namA,nra ara:leoeed,pegd. :. ,. rneM1'rianfiaBelaardee•and ere at aRroepeeista ProPerrpnd'Lon'tar*at�cataroatim�,'pYCk'��e NddmreikxW �dnofe�ya�wnma,��Ireyutalarre...Ha�grortshymeraenara!+4reF� .-., ,Icert"ySWt.@xxtm�nsofYitiS ccMa+mpNacCti� Eplt d V, 1vatYy R�IIro >,i'�4'da3e,BP C.fit7622f{aj �&I`ta SCRa �hcug. ,. w—ls .. mm Day 1yeo t � ta'rrvaa�3itq,u�is.' ❑rPpwmua ❑ rrompa F�tcren - ` a • u xts.7 . a • CA 4Ne iJ owaJ ❑R }ug ❑PLtWi Rejee&fp ❑FuAR 'edlon ' . +©Type 1>m3, . aYif In.0 y _ US..Er4?3Wx"r6e+. 4 lgrtaee a &.SSiyiac ; :. t. pd *. rmy YW � 18.+zaaa�5 s�5'asidR9pa7 P�n�e�aM A1r0w6ibdasas.ta'esimha�s�N.swas�0sa4,roiy, aM.r recyri�'w)sm'.a^m) .. ii322 a.. 4. 26, Ek'+4'Yed fed7bY 'caf7pesmrsx i:m. 'dT,au*dwJs'*.m, wacdtydae e52ni..as, E'Azx $a ^ tt i evn e•w+aoruu-ee trt sw7. nweruustiyracs�n+ue opsxaro. .. r,.. - OESIMATED FAOILMYTOGENERATOR ieaddorci GM ERV OVAL M ", LOAD SUMMARY RECORD 12.20 xQ 29 13 LOAD DISPOSAL DESTINATION 76743 Ib GRffiv jj ;.t Ib TME L J I SPOT 767411 1b liET STABIUZATION RCRA CELL- TSCA CELL4 STABILIZATION LOAD TRACKING INFORMATION' 0 40, CONTAINER NO. ($)I € •_ —T 955, -TYPE.. G TT FS V OTHER 'OR SIONATURE 19 wenmas ca'uers Nnraa t�i�ht�3t°Gt'S 14$32147 r4m 16S. V740 1 ea TARE lbs- 31G ER MET 1; 4$140 1 2' 3 4 5ouNT DATE :„„w;WASHOUT.STAARR • Clean Harbors Grassy Mountain Faciiityy, Tooele County, Utah WHrtE- Fadifty CANARY -Generator PINK-Trenspoiter GREEN'.86oeiving, 6iOt:S)-Operations srn 0.14 Clean Harbors Grassy Mountain LLC 3 Miles East 7 (utiles North of Knolls Grantsville UT, 84029 UT0991301748 (436) W-8900 CERTIFICATE OF DISPOSAL Generahu FacBity Name,,. Newport Sub Sales Order*: LF7781697 Gena 0orAddress, 1215 S. Fifth Avenue Date Rocetued; 8129/2613 ATrN WaterrWasla Groep monrcwa, CAA, 91018 Generator Contact Names Generftr EFA to,, CAC002741293 Load 13006812 Manffe" 006690&18FLE Original.. Date Removed Unit Serial * I material Disposal Method of Disposal Facility. CHID# FromSorAce Type Customer ID Description Date Disposal 3me753 x+26+'2013 OT 333wlW PCs 5 "s FWLW41 804013 Lancia Grassylykw 0n,.lit i FWRY UrnderCiv6 and Comtnal PenalSas of taw for the mildng orsubmission of false or iraudWentstatements or tamesentagons (1s U.S.C. 1001 and 18 U.S.Q. 2615), i oerNty that the Informatlon oonUinod inarodcompar*g ft document Is Me,accurate, and complete. As to Bre ` W", ad don(s) dIvs document Son which I carrot pe+'se wify Uulh and accu", k owffy as (fie company official (raving superdsory respa %&W for ft persons who, adnq under my &red:. Snsbuctons, made Ina vedAcadan that (tris imfo x vion is true, aoeu*ate, and cemrota, Page I of i Wednesday. September 04, 2013 Date Pease pinta t� 1 w for esmane tx 11 ` wn V770I #27-002 sc PPP 3/3/2011 Fume ncvad.t 48Kv 2u5o 9 EPAFa^!5 2x RAv; 'revausesS:anser'Z3'c ..:. `. CiiS$MAT�DFAGIUTYV GENrRATO ,. QtPan tfmh rs Stan ahaa aaa neiata rti Ita f w x A .01 ""s fhftm.es+. N.� a.. ..•..:...L:.,,..:.,.e t4RIFURMAA7ARoous I' WM t WIMW 0 590647 FLE WAMMA}t EW` GAIL' 9;tt ? '2. 3 + :. .' -_ ':` +4 '8 ' air GNt.Fsti(! (LYhyi4�{{9�ppsd�t�Ju�J�[}}tRTT�1:4�ia'#�ia5�i��f4m.. $Adrift ,RM: Soo :� '}K�,t^i Na�rYo��1f11ptT.sCi P�D 4O fieteral�s'haRma Ig ' _7�d°�i{` Rome"7 ar# trn es'v - G A A O d7 8 3 i i7 +Z.' 2Gxy. "v.`. U.&EFRkR NJ�6ef .d "• & na Nams �:..� US. EPA7DNumhec UTt99130374S '3Edi-mi ivaesR�ait€Kfl s'e2ist 0% ,ST84b g gs, i:e u.Sit'e:n `P'Pagtma,Id ni '• .iq. .ti.Tam' i2. Uat ia.gtxCxes,. ' Na " HAE. - asarrumtsp Pt�4i "_ 4uen4ty . WGNd. . - ' Stu44CRAHAMO? SWAWLSDUV.{1iJ4 4)DT R UEAT&i3 �tFKiU6l Cd Bti t3' AST : i3 1�1S SGi11 OT -44 r y w . 44 h uFM,aama�. ' is, GENERATDRWOFFmws CER'MCATIM,Ilby€W&s Sxat9ae cck i66d4gaca� g ka#A ftWterdAxs 7Mafa`Ualabo+rehf egQiQQ(f�&A CLTA!.96Mza .a h l�re+nei� n6ep�'D.'�knist b � � .Ramat xrn; aaYFn Frkr�gY . 'iAaeUSk�E+et�RxaNs ai9A§rlYtle,�R<4'aRie+�iR@raAp^�ac�4>RRa�d!M1 EPA, .. td rt4aSmsa.%mA abc'"ua�n�,u: Nr4"FCFR25T.?Tae}�"Ig�ssS�gr cua'd�j". ��YS a +f9�>a�&. "� +� �i"t�#,�M�p}ds5y� � :-r.6.4rk(nudmat, Prornl4' �Ir�cuin U,9. �fkpattrom •Patffi:.. , +.✓ ' 27:Saaeawrs'i+X, VfYJwyfFlja�(mV/�'� .• ✓ .. E - u ..' [�} Day YM - U.6.EPhiD N;scLer :+.. tsa bYaxQ cart tq ?9. HffiziCoptYta°IB Rgycn! 9r nl.4A4llMtl Cafan ila.,: Wks ialleZudvA,MAO trialwr, mspmal, and rgCyN'';g:C�W9#) •:, 25." Fx .u%�gi a fides .A�.are t sami�eaA , •�a*-..;.` ._.....�„„.... �...�' m .»,.. EPAFa^!5 2x RAv; 'revausesS:anser'Z3'c ..:. `. CiiS$MAT�DFAGIUTYV GENrRATO ,. QtPan tfmh rs Stan ahaa aaa neiata rti Ita f w x A .01 ""s fhftm.es+. N.� a.. ..•..:...L:.,,..:.,.e i_ GNI tlt�x raM s tlnl s° LOAD SUMMARY RECORW LOAD DISPOSAL i3ESTINATIQN nM lb GRMS RE ((�11 . Q "n T! L J %! �D SPOT tI 2k NET STABILIZATION RCRA CFt L_ TSCA CE I STABILIZATION LOAD TRACKING INFORMATION ( ung !I L J� % ` ['� LOAD NO ., CD UVAUSr llz t i 9 DR ; HAULER sub, I 3 TAPE lbs* I Dpy"ql HET 1h. TRUM Na CONTAINER ND. (eY RAILCAR No CONT'AINERTYPE:. LOAD COUNT (RAIL ONLY): I /96,)G TT FS V OTHER 1 2 3 4 RIOR OR 1U`. 2a; 32Z J 46020 Oteart Harbors Grassy Mountain Fadrty, Tooele County, Utah ,WHITE -'Factilty • CANARY -Generator PINK -Traraporter GREEN-PmMng COLD -Operations CAQ2" �� Ctean Harbors Grassy Mountain LLC 3 Miles East 7 Miles Noft of Knolls Grantsville UT, 81029 UTD991301748 (435) 864.89W CERTIFICATE OF DISPOSAL C wneramr Facility Name; Newport Sub Sales Creerk LF778107 Comw2WAddrese: 1218 S. FiBEt Avenue rata AeoGhsd: 6C MO13 ATTN:Watar/Waste Stoup . Monro0s, CA. 91016 GerAmtor Cor4act Nama; GetwatorCpAID', CA0002741293 Load#7 13006855 menttuat ONS90641FLE Original Data Removed Unit Serial # / Material Disposal Method a# Disposal Facility CHID# FromServlaa Type Customer ID Description Date Disposal &8387934 &'3a ans CM 00SM047FL9.151 PciisoWsPerluiriM ar OM13 LOWNl OrmasY hMuataln.tfT PaciNy urxw Ctvil and Crimbal Penalties a Law Page 1 oil Wednesd, ,September0442013 Date �+�• 4� ff S.rt 7 v� .. ... pb*8gs '�tf}r �. xonYi� taru5e`kUt Sf+gU� LF77 527- - LAiA$IANiF " ` v M t VPa% t '.. ' 'SC" PPW' 3�zlg 4 E . .£ ": ixnsAnemv� 6iB t@a:'2�540p39 - "r oanmKRz(tw,4-aa)rmomeamm.arsommm.< - D£SIGNA7£6FAGILFfYTOGENERATOR alas§iHatbomhas tAbnw!trrpr3aeas;er+ g#is¢sR Eawill Owwa.sleOWA40ratasisih istoo.. S.rt 7 v� .. LAiA$IANiF " ` v M t VPa% t '.. ' ,• t ,: SY.LAOy��aM1 G.ipVI•II.Jy�I#}PS:e.Ri'Ai�.P€aa$St�Ri±dtlg• f�ertat=dirsl'iiansp[art�tfu»Se s, � A �� ti UU {? 2 8.�. ra � ii. Clean Hwbamarassr m""twa LEC 3i 7 GM of K:Yo#s ` LiT it s'3 is '49 . ras64e, UT 2g sa. S,L.Spgt ,' `Oadnd9s Pra4o'Shp +g Nares, Haeard d55a, ilSNtimbar ._. 7Q.parteiaexa tt.'idat •12 tw NEdiMaASnpCvaupQ(pryi) MORACA iAZARWUS r M SQLMjWff"moi` } { 261 � IRSSi#t"rL1'ik�'CE3'SCtUlOtESI t iS G£H'.F1aT6P'&�OfFER6R�CER11f�AT10tL 3twrW7�`e%pataNatBaeacraa<Nsila+iaa�aYR"M�"�amkRy ami�dcytthmro Mt"bt?�'iPP�'&¢�e,aMmac'asmfieE„�t� l7gxkM st�ar t�ro`*A 0. a,taold” tChdEmd* d mfrtKh.lbe . gWIof pAal+avvlaw,il+ GWmtfi,*wo4w;* abp:µWaimm t,t�dG'F}CaHatavte ,.. �- f 3740pr"k�227{aj�*e�igingeW�'t%T4�'�'a .. t aax}§E�m -`. ,.. $ �. raWem�anm Wim. �imaoirroll.a,:. © . olarwr.-: Expattay(7 U. Pat ., , .. fe tT" dRecalptoi .". " , SC.rsr C3C,wun'kt'�'ryfa �Poda2a - ©Ftat??e6an• ©fciNsee' . tf v wow Aim W"4 Mdmd f:pdasp" w6w for haaaaxpwam 7a3aner,.... ant wydfgS y .." . • ,. W32 2J.Cm5pr4udFac%ypaatefxpp�afer. Cctidiau6on o'receptavha�*azdcuarremn`als ravatad b}'B�e'avar,t§a M1t11#itt+n tAF„ raa - `.."« {t ,0 ti _ % .Aa�nttM' ✓Ipay "r oanmKRz(tw,4-aa)rmomeamm.arsommm.< - D£SIGNA7£6FAGILFfYTOGENERATOR alas§iHatbomhas tAbnw!trrpr3aeas;er+ g#is¢sR Eawill Owwa.sleOWA40ratasisih istoo.. k 4 Y_.M y. LOAD SUMMA► REC6RD' 1pAd [?iSPOSA! DESiiNAClf7N :u7 40 t3 j� j jam( £�} i53�i� 1;TWE L-1 'moi IGS t 17 SPOT WSS 0 iii NET i�.r4� 3b STABILIZATION RCRA CELL _TSCACEL STABILIZATION LOOTRACKING INFORMATION 4-afj NO 9 0 .',Vtl;w U wt:1C 1 llti1T•iJd 3 M Cal E i w C ONTAINERTYP'E -. , ED G'TT FB, V OTHER OPERATOR"IGN TUBE 7TLPADWASI4bUTiNF a WASHOUT: "..' TYPE,. NO INTERK WASHOUT SIGNATURE DRIVER t TURF HAULER » lbs, l , 7534C yj��y�% 4C PRIM .',Vtl;w U wt:1C 1 llti1T•iJd 3 M Cal E i .. i HAULER » lbs, l , 7534C yj��y�% 4C PRIM ..••y , . 4 TWE lbs. iii lbs =60 4;, 0 V RAILCAR NO. t 2 3 4 Man Harbors Grassy Maur fain Facility, Tooete County, utak WHITE •Facility CANARY -Generator PINK -Transporter GREEN -Receiving GOLD -Operations M20 Clean Harbors Grassy Mountain LLC 3 Mites East 7 Mites North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL GoneraliorFacility Name. NewvponSub Sales ilyderH; LF7781697 Generator Address' 1218 S.Fifth Avonue Date Recetved: S WO,3 ATTN,WaWVW Group Monrovia, CA, 91018 Gera --jar CvroactNorm ^. Generator EFA 10,. CACO02741283 toed #: 13OWS57 Mwest#:. Ow$90648FL8 Original Date Removed Unit Serial # 1 Material Disposal Method of Disposal Facility CH ID # From Service Typo Customer ID Description pate Disposal 333679938 8=013... cm CA85806CBficE-151 PCs sows For LaMm 813wois LarLdnll Grassy Maupbwkr,IRT F Under CMt and Carninai penalties of Lew for the making or subm'aainn or lotsa or fraudulent statements or representations (18 U,&C..1001 and 15 tt.8,C. 2015j,1 certdy that 5seintormat&rn csntahert to a 8cccmpan "y,ng ads CIOWMent is true, actlurate, aro! Complete. As to #W idenlftd wrctorr(s) of this docurnerrtrorwK-h I cannot parsoradti var4 froth and accuracy, I cwfilfy as rho comparry 0ftw having supervisory rasporably for the pwsontsvrho. ac*v ander my &W ifttfuclions, made the ve0ranoh over this information is teue, aeavrate, and complete. Page 1 at i Wednss ft, September 04, 2019 Date anew n.an rnas.v Plea&..« 0f BG GSi FSB "J4f{b (7L... Fr ,.cT.r gee ti mac 064 FLE WASTEMA� CA�00 ,2-0�, .' � .. , �eawrascsrea+rr nems .,v,.. ' '` 3�..2�Auemre t�'iii�aaterlyY iirt ii36 ��� vtl. . . , t u3 Numt #��trfcdHaiir� priatlCm9ervid�s �, C k #? f3 ` � �C ami gs ACh am sue rs 1�G' iiiE} e 9134 ih$ sEmet�dr�ar�SiutFts geft UT,04029 ga ,UwOt3'f�s ac�P;ega"S"Yp�l" ItarPn.etaza°aC a. Y3 tlw�P ... . H1 Catt5tnar} tS.iMat 12. LM =,E9194 No ,ryRa.' a�AP ffi g^9'i) Q-,* mm. ,6cdet Ed WNAGM MA7ARWWtPIRf.`RT2, (OMOOT <R Pi3Wi P=SOUD WASM VEM-S &ML, 2a o RW"I #11i{i�3pOi1'GMS'CT4�E`i71E51 - `. s � at.5"- i#.Nrorss wi�tnraAav .a" iS. GENFINiOR'SVFfERPR'SGER"FIF'iCAT(OCh lhmalSY �.. Id�tlFe �..bsRk^iztonslgmmnnt are Napjarsi� Ydesa3+rl aE_aro�Y�'APfWef�B>�me, �dare� `P��pC4" • tr�rkedarn NEst4`d+. and are(n�ileapedv a�p�nper-mrdtronla Barepartecca�2k'�bapp7 to andl�a�4 r�.Ve%p4ttahpfx�ri enatamMBP.�nzj�' ; Eq+or�,14�My t�iPxm,pts;s,�#rr5ptvnelxwatxmmdm axaof d18¢Ma:aedE;sA lta3iy4attl�nwP;xePent�xsi�tk�31 M3CfR26227€a4 i("laa�nerge�y - x(Ct(ff as�ae .�a5u�a... il. 4 ic ' ' sL x 2 (C ie sropra,<. " ❑Ewt6tm U. i t.. msfi f t ha;a2 ypetl • . .. -. ,� '� ies. tkav'teIrtdkal%ln5,^rs `� U.rerlky . ©iyc�• lJ �Par�R0.re:dan C�F�Re�eck'Bn ";,. 1 m1m i$fi A3Ym tfd0'E�}'orG.. •6 U,S, FA0x�('Ja0.Af • t@u gfetwea {af - gay N59. Neu^'.asVCps iia¢a:thtaxa9emBdkireO�nd: adCs(a. ctf k:'rezan'a:ts"ria5:e .nsa1• avire."!k4 kY : 14132 2. 4', TG. as p'iWmrS7SG�67 r. *at- Ot�Da+srcaw maiansi3 byte ac^aW asm s9h�taent I J(ju U--� FPAFattn8700-22iRe1,345) ftvtousWonsmobmlel8: DESIC3NAFED,FACiL&TGQENERA'lT1R Gisttatbarsttasih�as�Siq�rstttsf0taAdt:aBseptthewssEefeR¢raier� iiiF. I ENVIRox E TAA S ttVlcES' LOAb SUMMARY MOM - LOAD OMLOAD05POSAL DESTINATION - 53 Ce r 13 �� 7 2&0 ib SPOT ; 0 ib TARE STABUZATtON RCRA CEL TSCA CELLEX41 STABILIZATIO€+! : 7928! 3b, f PLA ... _ LOAD TRACKING INFORMATION .. RECEIVED 1DROPPED FINALCDDE REVIEWED WEIGHTS GRIDS �S4N EST f/^*D 30 -4 m bill eA-5,3 .DATE LQAD Alt% �1 t '"st��- C�� ^�;�� �.Q�1��p - >755 lbs. 73Zt30 GEN OR '1'-'— TwwLER TARE lbs • 3212LI t`it7.}k? 1 tom- Ills. 4716 w+TT FB V OTHER 1 2 3 4 efTz NO INTERIOR Mplbl:lWASHOUT SIGNATURE .. DENVER SIGNATURE DATE 4 -�>5 I_ E Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Feeitity CANARY - Generator FINK -Transporter GREEN - Rmcelving GOLD -Operattone a++aem Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UT09913O1748 (435) $844900 CERTIFICATE OF DISPOSAL Generator Faddy Name: Neodn Sub GeneratorAddraes. 1218 S. Fiffth Avenue . ATTWWatedWaste Group Morlrovta. CA, 91016 Generator Ce,-Wof dame, Saks€3rdw* t.F7781 7 DateReceived; 0012018 CaneraiarEpAIC: CAC002741293 Load 18008856 ManNast 9:. 0085'W S 49 R E Original DateRernoVed Unit Serial #I Material Disposal Method of Disposal Facility CH ib # From Service Type Customar ID Description Data Disposal 3336")4$ ik'fM13 CM OPLE-171 aaCa&NMS Far 4a a W2014 UrKow amay mowlin. Vr Faty Under Civff and Criminal PeraLIas of taw fortha malting or submission of fahm criravdulant statements or representaflons,(18 U.S.C: 1001 and 15 U.S.C, 2615), P certify that the mformat7oncontained in or accompanying this document is bus, aocwele, and complete: As to the Identified seep*%) of M dominant fiuwNch i cannot personally verify buth and accuracy, t certify ea tl.a company official havingsupervisory respo"Wity for the persons %0*' acting u.nder my direct tnsttucdiicn% made the v>dectUan that this inhWnaWn rs true, *= ata, and complete Authorized Agent Page I of 1 Wednesday, September 04, 2013 Date r LFy t]j y24 02 PYAra5ntYTr" 'dF ii zaf irnr:,axrm ,rig-nasM turnwdtrrY k Fo,m Appnwe@ pMB 14. 20SUM t �eaw, CiSarrH%torshas thoapotootiaaeAeoa bfor and wHIaaoeptthe woo thr.;caera#erisshipw UNiI"{1ti: WARDOU6 FW" 6VT7 412 �',d" 2 Pa Y a� :dL,. a tk ^R 7�.6 14, WASTE IiYANiFE9T "'. ,�.„ *JaJ {3 LE E • .. �:.; . i. d surae �a rosea 32185.EtlthAvmtwA'iM:8latertWomtent 15MA" isroruYia��„S3+1}16 �tr� � ,. n n�rsn - us,Er�ps.. tt dWraossp C AR t1 t3 a 1 it O a xc rams - S, FIA us EPAiD Ctnan H{d t$C ` S,mitesEast'7; �s udthtwKr s UT#)9S3so1r 48 Ur 944 Frat � W.US C4X Qt�dimlP=aGw• Hgatt!dC6iss, IGNuIi, :.. ..: Yd. Cds ii, '. i2 Ung q `. i No,, Typo Km "Pa CNupRW4 ointragy WLP1a4 ' CRA HAMitS IS WAST 9.8WE), iQtt?iV DS F q�BHHY � Ott: � �. � t`r,,” 2 . �.:� '" • i QtPCB �� �i�CEE>it.ltr+S'f'�: . �`� t' : •' ' .. Ck $ya gMARiNa MtE 3��bwr�Mk�m f6. G2NERA'!WF`S.`OPPERWt'S CERY7ICA'714ti IhpmEYOatlaalryetheernlaffCeafta§el a+9'�%Ytre3�raralayJ&dabwrmtd'�G+aPa+ar+Y�++ffir �st�sN, caerheearv3,�S:a'eHf�nsPtcfarAt>�3�Na�i�4ara5G�+Wfor�'tw.��tAYN'.+�=+���`a5„iltxD�Ol�t�s�+d+� i'+'xd�iry, :. ', t:*�iauae,S akaV mnb:xU afe�mu�nr;,ectmlmlt�$Iras NUwahacAeu EPAAd afCapsa� '• '. Ya�!d7rctraklhe"t%i�wYaimr aesraMldentAadA�0CF826217{a){pt¢mad�n&e4Vb'`NG+1M� •.• en�0w`Y. :. � . ... .:.. Wks 43 �.._ •. —r 16 h n�fansi law, pw Tfa nett"Tm' a DoM U.Sr: WK 1T,TranSpdarM.Mwx' dP afMAti*tAl M g 1� Ys C 07 5;A Ysc.sma,.,w.acr . , ur YW. i3::ij&2W+iJ135i�ii�i�'YN�,.A9d%95{d5%1.&u LX184.�0f1V6'S8C,�9i15 WLfib$C3fffkiQ �R,�t4a{Y�fCCJB�.Yi YfSkP1!} c] Y Hitt 2 3.. , �i: .... ,. 4,"0',. . 2d D�ijYalaairaaRlg iiVtlWtO; Cpar9xrC�6lfeq�lkof 3�ry31e8t5ee1'�NJdiC ruaMhSt CiPtra,�l ph^i&% _ M ..� 1. ,Ihpay EPAForri 870042 (Rev, M5) Pmve ,AmedA,iaes are MOM, . ,. 13F$IGNi9F.DIFACILITYTOGENERATGR CiSarrH%torshas thoapotootiaaeAeoa bfor and wHIaaoeptthe woo thr.;caera#erisshipw t T'— ✓ _ -- GM a oxmE tucsesu s• L04D SUMMARY �tEC0RR r . j i LOAD DISPOSAL I*STINATiON t 7 Ge y605 b,13 F7 I_i LTJ BPtsr a T 1 STABILIZATION aCRA CELh_.� TtEl. STABILIZATION / LOAD TRACIGNO INFORMATION' 7fiztl6 li� N�.f f Clean Harbors Grassy Mountain Facility, Tooele County, Utah ( WHrTE•Padlity CANARY• Generator FINK -Transporter GREEN - Reretving GOLD -Operations on We I PIANrIFINbAL7 ED K7K 7RPED REVIa'WED WEIGHTS RECEI4I GRIDS... Est DATE LOAD 140•.K!'�{;ti3�`L�It.4t !so1 J R� C' rpos8 lbs, 7"0 :. GENERATOR HAULER ;µms' TWE lbs.iQ ORDER NO. DFAMM NNO.. WT lbs... 472611 -7-7�'y C} 'y TRUCK NO. CONTAINER Na (s)f RAILCAR NO. ^_, ,COMAINER TYPE: LOAD COUNT (RAIL ONLY). ED G'�TT FS V OTHER 1 2 3 4 OPERATOR'SKGNATURECOUNT NATE i LOAQ 1NA$Hdij r=INFOftMAT16N `v' .. �AIASHG?U� S #AMP ;r u v m WASHOUT: a TYPE; . ry—E). NO INTERIOR lOR WA990UIT SIGNATURE f Clean Harbors Grassy Mountain Facility, Tooele County, Utah ( WHrTE•Padlity CANARY• Generator FINK -Transporter GREEN - Reretving GOLD -Operations on We I Olean Harbors Grassy MoUrttain LLC; 3 Miles East 7 Miles North of Knolls Grantsville LIT, $4029 UTD991301748 {435}884-8900 CERTIFICATE OF DISPOSAL Generator Fw:ft Drama: Newport Sub Ge:taratorAddrow 1213S.F&AMue A."rTN:Watsr1Wsste Group Monrovia, CA, 91613 Sates orowltk LF7781897 Hate Received: 816012013 00nerator EPA to. CAC002741293 Load A, 13008859 mantwo, 006590650FLS Original Data Removed Unit Serial # t Materfat Disposal Method of Disposat Foamy Cit ID# From Service Type Customer ID Description Date Disposal 33389204 OW2013 CM d06590e&tlFtE-131 PCs Solids Por Laini(Ul et30t2013 LOW essay Mootwn, UT Feoft UnderCivP and CA111ina1. PenalfFas of Law Sar the tnatdag or subnUsIon Of idea and 45 U.S.C.: 2615),1 oarafy that the Iniamatfon contained In or acwmpanymt Identified seoeen(s) of this document for which I cannot personally verify truth ai teapon*'bMy for the persons who,. atting under my dawn tnatnict ons; made IN i f` r Page 1 of t one {18 U.S.C. 1001 mplate. As to the Met having supervi4 accirata. and comp Wednesday. September 94, 2093 Data jr fffjjj a ax�. W' L^ '" SC PP'W 31$12039. Fti,... n,� AMP" dnxhtaiva 'GPA F;um$700.12.FNW.. 3.06} PVftiiS ediUam aze aoat. m.. OE5IGNATOFAGIUMFOGENERATOR Clem f4mbers basthe appy4 trsaie Fastr*S for amd wm aaaepi t#m costo *egoostatu is fwpviftx. UWORMWZAP=M Y.Ytarar%ar#O NUiaSC" 2.Pa�e?at 3. cr Ra.ad.sdta ae A. Ma(/ni(sac SacN Numaaz : ({t. ¢�+w+ VOWEMAMFESTAss f Genera+or'tf"w�. �t "Tiraat `anSerMi Al�t1rQ•42��.5+�6� "; . & OleWwWam am SkAftass i`,w^dit .5t7 Ms}ortwaLLC 3 ,Z t�3 �Yyitii �ttffits � ci i• � � � �..� �i'i °i � . yb, Bp.OS. fX)TtkkapCren9 Ptaasr xwpv 2I W� 1i,'P�`': i'*. UMY. 13.1�MCodn,.. No. 'f iAY ardPm Group t#ryi} , -' , . ow* W4lW AWMA70 -d1 #D W. STL DE S & ` tt. DT 1�4101 '0' ���iii N�3b�GAA ��$1U9�C�i7U.41 •' 3. . Y4.3tiNR`NuSJ�,NnC.�uhB,a`s!haY' a d' .ti U` eaNERATOR'S1(iffERORS FtRiiFlCFiTR7N: IhamagdaEMfe gtadUle CCt�Vl91N+Ws�ina4Y">e"�B�fR]`a�.aak�pdmvn'.Yi��Uatiova(r!%10 WprJar,NgW�ngre.ffi�dtro`td: ryYciega4' +taaY'a4# IW4xard%vd, and arm Ya afi,�eopm,Ya �p*+� iv Yw�a{c+t a^�#n9 ro apyF;aiva � �a rpt 6mrean:sa m,'i�. It a� i �,ti^wnRdr^,a,? ' Ed�Mgx;4tar�y isatdea Wtlrk Ybnsam,:�aa 'mC^e t{O�w �A _ -r Y6, ldte(Ra 91 N6 �ImWRf�U& - �E'RwtSfiIXq U3. }PmtMaKgtlxiC Tf2Ptnfcd7iYAdf Nana k " 49a.Om +tRRn.^xu £caNaaSr a IJ .Cua f t.,..,dTlgax f iJReait,.o' Ll P. -.w Roo, L1��RAacaRn .x.0.6. EPAIO RoUr .. .. i9e F�3�ty^ ass. •. OaY' t`aat . y 19..H07bPJWtVVas�ftMatMermgamerdNedlWGk�S&R.o., Wtlmefot AraatdaAw��lRa;,7aM,Cft3l, anCreeY�2: eYaiamg) , . w� tH132 ZSk aa2&`y tiWSa•d'CYRIY�'C2:"C"C.Gtkf2#rtt:�Aat, •, S+�a'8 t�'E,�C 55:fFiS da.Y i28 O�Vt ✓V 'GPA F;um$700.12.FNW.. 3.06} PVftiiS ediUam aze aoat. m.. OE5IGNATOFAGIUMFOGENERATOR Clem f4mbers basthe appy4 trsaie Fastr*S for amd wm aaaepi t#m costo *egoostatu is fwpviftx. %s � S a GM NVISONMENTAL SERVICEP LOAD SUMMARY s ; . E 4' L040DISPOSALDESTINATtON�,�'1,1��I STABILIZATION RCRA CELL_ SCA CEL STABtLtZATtON 7143 09 fG 13 L0A0TRACK1NG 1NFbRL4A110N ria Ib 3 Ab Tt Irdoc5 ) DROPPED Fria c of WE7t3kir ss IR MM -51 7,96M Ab WT LOAD NO.. I Ut)id,' 03/SeFfd0.1.3 09:57;07 I•DR HAULER i MOSS ISYS. i "Go t . DRUM NO. 3 W O-10 TAK Arse. SFT lbs. mho 44240 43340 O, CONTAINER NO. faY R VLCAR NO. q p GL, Qqq!b5 Eii�1ym LOAD (RAIL ONLY); 3µ TT FB V OTHER 1 2 ' 3 d qT 4a,(i ,. A SIGNATURE. COUNT DATE NO INTERIOR PM,R SHOUr SIGNATURE DATE IVER61GNATURE , 'DATE Clean Harbors Grassy Mountain Factitty, Tooete County, Utah WHITE - Faedity CANARY - Generator 'PINK -Transporter GREEN - Receiving GOLD - Operatlons ck i 2o6 K Clean Harbors Grassy Mountain LLC 3 Miles East 7 (vtiias North of Knolls Grantsville UI' 84029 UTD991301748 (435)884.8900 CERTIFICATE OF DISPOSAL Generator FadBty Name: Newport Sub S#ea Grdxa#, LF77816e7 GenamtorAddrma 42183. Mfth Avenue Gate ReceNed:. 9t3tWI$ ATTRWaterW.raste Group Monrovia, CA,. 91016 conerstor Contact Norm; Generator EPA IM CA0002741293 Load Ilk, 13046878 Man %t*;1 006!90851FEE original Date Removed Unit Soda[ 01 Material Disposal Method of Disposal Facility CH ID # From Service Type Customer 10 Description Date Dispose) 33406310 &"36!2013 Or 33400210 r PCs &olds Fer LOAM 91.42013 tand90 away MeontetN UT Fti w respomteitty Authorized Agent Page 4 of t In or U.S,C:. i0( ne uc bw Thursday, September 05, 2013 Date V7791 402 SCPPW 3/3/2011 PtAase d4ft erlvnaPfFmm tlesidn�tnruse en a@e•tt2-o7rh41vitecl Ws'.s'k'': . 9 FotmAeornvedYffiI8 No 2059-Wi9' t y EPA Form 8700-22.(Rev.3.05) Ptevb4adifio^smobsdeFe. 1, DESIGNATEDIACILiTYTOrGEWRATOR. clean marbm pas the imormisiase pefrAy'fa gtF#,€vi,� as .to tpetsas4e thoomrato€ irshipgh€l� . - UNIFORM 8AZARD0US t• rr 1p [fin ` ' ' G A 4'0:3 -7 $ � $ 2.Y 2. tot &E�ga:c ,ponsa ma oo 3fS�.Y7$$ 4. �g}am�p}er�+ T FL� WASTEMANIFES7 -` U ;, d iJ.E).52 .. �, „s �r nss> 1,�1,$iS.t9fti`tAMOriiieAi�iP�:1�afNiaCteQU2t �.-€y�p�� ', • Warnvta,CA ftffe to tttt[ia F.CAS2S€t `�� .""' Su�erata'aPl:atg. ,' - -Z'%g '. , rensponw ,pvry � , .. .• , - 'S. �Numher . - �tai a»strorta#insFSer tcs` s} Ft 0 4,tl $1 t3 0 k7renspatar2Company N&5te .. :,,.., - _ - .. US, EPA 0 Numter B, Desa�aNd Nam@end mteAddmse - .. U,S.EPAIOkmNxe CanNatbnrsCSrsssYlnu€tlrati€C ,:TO 3 Mk$ ebet7 moos koeth of Kmfil's 3 PJV4Vfiffie,4kT"s4 r :eb,dS.D0TDas4r'{+Gm•(meP,a t9,ProRa*SKtroeNW*,FgnM Obs, CI Ni�i1W, r 1U�Co�aers ,. 1t.Fotel -t2U� , i3' mood' @APad6n<lirsg:pay)S- z t�vpdId�1 g- 4?Sy4Siidy1�1�]E.Ciyi�%�tCr�yFMf{i+tkyr'A .t.-dM'#}BC1RiS'y$01M,- k7W�R.9C(U]'ENLtJP6iii /� I•' K. P5`fCjLBRip tft{ r CumtM>500 t. L/P^/.r .. z 4 14p€dal �re}tast�la-a P�dtliana4 ,e5m " I& gENEW0K OFFEROR'SCER'nRCATWNw lisr�ydasAve 3rot Wera�dn:,taofthdmnal�mm�taetutgand arwrokydesa�tpEebre6yd�a progersh�ppgm tame,aada�daba�ed,p�N'agad.: ,. '"Reukeamul Cled.aM arekiait+aspacistn'praparcondlgon rprhanspeAasy{rtNigM YAematad retknai ga+mrvn4regalaao-�;Naryail'�sHPmeMertdf'4mtlla Phr�q^ . .. ExpRdectca�dJyEattlrocmtNtis`tlo-'sm:Wm'a'aamtwnlamgtt�eMfmsbunsaNad�+FEPAA.ci+wwle8gmaataf ..' - ...:... , tmietyBmtU�ewaxm edaariasaiamentalenEYsd kl4tl CFR 282.T7{aj (dlana�WariEyAencra• �Utl h , tlA/O�ts� -• gndta 9... .. yppdNa(Yie .. ... OL mcg Via. l 4' .F 4&m Shipnenta _ " .. :' .• ... - EvowrmU. '- , Pat ofW#se, ^Dam U.S: t7.'mnspxNr?cimo?AedB mviFts HxAMa�aN ... .,' x ...., •... ,....- mmp°nec ,MgM Doy 2 d!imdt€yped, fr :.. • .. ...' .- - - ".aY. " W q9n: nY inCFatanStaca �Qaanaef i�7yp§ ©Reddy ❑Parket Rejec6an �-Fa Rgac� Man7euRetera'r�FF 18Is.Allemem Fed'0yforGebmamkj - .,, .. • " ' U.S EPAa7NatNrar : �' . * ,w yCj tBc. Sigrakxaa ofAaemate (orGequab mom my yev. y iSttaaerdds Wasta RepM MaMHyen•artMedadiaddaGs„Lodea�tar�arCotia.wesistreahiront CrSGasat and reca�ng syala'ns) . :.: :. ,. , £-tes,#'adMl�a •. - ' Yf.Deslgnatgd FarAa:0.Ormararoperabr CerftlanM smacePskcavemaby k>mmanitmd tea;. AA t y EPA Form 8700-22.(Rev.3.05) Ptevb4adifio^smobsdeFe. 1, DESIGNATEDIACILiTYTOrGEWRATOR. clean marbm pas the imormisiase pefrAy'fa gtF#,€vi,� as .to tpetsas4e thoomrato€ irshipgh€l� . - ( GM a rnl se I WAD SUMMARY RECP6R LOA"ISPOSAL. F-STINATIO ! ( j ( 'j q.18 09 07013 [_ t� L_ I SPOT i55t10 Ib OW 0 lb WE STABILIZATON IRCRACELL--ITSCACEL L STABILIZATION 7M 1b t ET I nAnTI MAIN[, INpCIRti rnioN DATE LOAD OINSePM13 ( 1 J i 1, 4,5 v C3 lJ GLOSS lb, 75WO w GENE7iAt0 -HAULER TOPE Imo. 329 ORDER NO. OFAM NO, KT SI7g, 4OL TRUCK NO.. AINER NO, Na �(SY�RAILCAR � � LOAD COUNT (RAIL ONLY� 7NERTYPS ED 0 TT FS V OTHER 1 3 4 OPERATOR SIGNATURE COUNT .DATE LOAI) WASHOUT INFORMATION H",' ,. c�,,WASkOUT,SiAMP, ,;4 dW7NO --`INTERIOR F OR ! WASHOUTSIGNATURE . DATE . ,../3 .. RAMRSIGNATURE DATE:: ,,, .,. ..... h !7 Ott ' " " COlV1ENTS ° :w „NAL DAA E'`a � r r { 4 % Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE -Facility CANARY -Generator PINK -Transporter GREEN -'No avinp (TOLD -Operations CH too � A 4 Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UT0991301748 (435)884-8900 CERTIFICATE OF DISPOSAL.. Gamrator Fadilty Name: Newport Sub sales.Otde*.. LF7761697 Genwvlar Address: 12288. F7thAvenue Date Racelvad� ormll ATTN:WstedWasta Group. Monrov'�, CR, 91026 Generator FPA 10: CAC002741293 Load 1V 130ma70 Man'i€ask A" 006590652FIE Original Date Removed Unit Serial d! Material Disposal Method of Disposal Facility CHID # From Service Type Customer iD Deacrtption Date Disposal 33MA6 SmW13 DT 335$99461 Ptd Salus Far W414 OnW013 talwo Gmasy Mauntain, UT Fadlity UrdarcW Crkeftat psnaas and 16 UAC, 2615), t car* that. IderMed secdan(a) of this docum< rasporpbdty tr the pamars whc, P0941 of 1 made the vartficafion (16 U.S.C. 1001 ne. As to ttia having supervisory trate, a, d camptsts.. Thursday, September 05, 2013 Date Gvu.na.nSM'uF.waLL lCnr�etralrvanw k».aen iw mIXbn [1=trtliAl NwmsiMe."` iM#i527-002 SC PPiH 3/3i'2011 ,x`aMlf LY4YlYW.fBt C,�lIA Y6f iSS`F,'iYi� EPA Ft+m870➢•22 (?te j WeYiPri�eC�tNNkS drx oosa�ata. c - D�SJQNATEO FAQJU L8 WUENIMMUK. . Clesi}tiaftisha,the atsitmdats 'sfnrattdwiFtassenifl5rwasi 9hz eraYorLashiati DN1F04KAZARb6U8 } .: ;.: -;. y, itd s.& mond ,.. 4. :iGi WASTE MAiSfKEST C A C O 0 2 7 41293 1 0004£3$37,18 <. ! ,i. •'�,,;.� s dna rq :» zm?s a dl VIS 8. FM kofte ATM. rl*WW #ai'OM 351.8 l�laerraa�a.CAsiol8 941441 -4288 tieraooXcF9eaeNcft926s 4. �, Nwlbwrt 7, "renspar>M1 Md..• _. ,. U.&EPAfO+vdID ••: Cklan 11Whori SiV{L�iw�"w•.. ..try��LpLC f{pp .Eesr7 SftIW4{Yi OY ltiAHl,Q Y�Mv�I G$rsnW4*wUT9, � �.�tG$`,°.,,``0,,�'�PID,•1dt gN�'.p;:Fiatd+yCiMiQ.Xi �4"f$AG i0.CCridk'oMWa li.'r� � iB, ilM 'i94YA5td tb7dd.,,„ i.:. NOM AADS`. 8i11i.tozo nt�T, wx f q1 i�I£i Is3 �. # 'D� . , r � � , 4. s H,SQbrIIDi FWIutSa�b�it1G •.. ^.d GFitEA4i�li`$70FfERti7R'S CF&t7FXCl.'f#f 4: ismWpdaav�rq WWd.R�dcSisdv di8ad amNtya m 3eoak,�eeroawe rawsb•'eg cdm,s.ara aye tl'ae l,�'eJ. �M in%kbtFli.a+78 uama#raq»dbtPmptimni47^brMsagandaS�Etn�ro dpp'bYdvne:mat e�dim'rx��vamm+r�Yss r�eReg , thY,lp�$#i f�g'�W d6N4 Y�Yd9Cd1i0R1 Wlh6$-',f�S iiNk d�. t� -. tcgtl8ydugdt�wai�_W'a"d11CdG#kOCFft2P2Y7r3i�f�ri 5�'�"f � darrall ¢19M1tE. 0 .. �„ 't., ^. �.htb� BoinUSPatKmndyYmft" 77.Ta:rMrkc�MN.«zw��t >• � .... y. ILi :xftmpwwi padNdk4sd w9rm U" :, r , ,^ w AA d 18.t85depaxy - _ . ,fi' „ iRa `F �.Q. �"ft G+M— '✓ W M4„'Lil./S {: 1;t`�-1"a>}, 1 S�i.}�r�++w.. #.F1hA:/ _� +. M MffraW Fddd.'g(crtwdmW). ;. .,. UA PAANwn6at 4 f 3igndbxeM.: FdcalvjaGurereWr •� .. blpnth Pq , Yw` ^kR%iMertatm�emtt�azwlCcti�s l&d;. � fx a3cda� 1 ys'sa7 Q?18� QtSh . §aid? Z>Aw ar Lz". kol rC.�a�+'arisrk ro 46*ftc yast&zw"row hV,, tft EPA Ft+m870➢•22 (?te j WeYiPri�eC�tNNkS drx oosa�ata. c - D�SJQNATEO FAQJU L8 WUENIMMUK. . Clesi}tiaftisha,the atsitmdats 'sfnrattdwiFtassenifl5rwasi 9hz eraYorLashiati 01` GM ENVIRONMENTAL sERVIOW LOAD SUMMARY RECC?R ?t21 Lt9 13 7432g's lb 6INS LOAD DIS GiSAL DESTINATION 0 lb '1t (� ?43201 lb WTl! L�i L.J SPOTSTABIL�ZAT10N I RCRACELLw_.,. 4TSCA Ci STABILIZATION t LOAD' AAbVJ1 G INMRMAI ION K NO, OONTAINEA NO.1 1 MINER TYPE: I G Tr F8 V OTHER IATOR 5ihaNAT.1}RE 1 2 3 4 03f3ep12013 099,29404 GROS'S lbs, 74320 C T lbs. 3 KT ns. ' �i324 Clean Harbors Grassy Mountain FacOfty, Towle Cognty, Utah l,WHrrE-Fadlity CANARY -Gene nator PINK -Tranapbilor GREEN - Receiving GOLD - Operations � CHI 200 Clean Harbors Grassy Mountain LLC 3 Moss East 7 Was North of Knolls 04, Grantsville UT, 84029 UTD991301748 (435)8$"900 CERTIFICATE OF DISPOSAL Generator Facliry Namm: Newport Sub Sales Waft. LF7781697 { GenerstorAddreaw 1218 S.Fft Avorm Mato Received. W3M13 ATTN,WotsdW*ata Group Monrovia; CA. 81019 Generator Contact Name: Generator FPA IDn CAG00"E741x83 Load d:. 13006671 Manl % p: 906690976FLE Original Date Removed Unit Serial 0 f Material Disposal Method of Disposal' Facility CHID# From Service Type CustomertD Description Date Disposal =01W ar30=3 UT 333aRW7r PCssnftra W34013 Lan440 GressyFW&A*Ao.:UT under C" old C&rillwp of Law for Vlo molding orsubIns n of t*A or fravouSatitstatenraYtkcor nfatkstratiSU.S.C.1001 and 16 U.5.C. 2915),1 carti #M 00 hxfwmatnn cantsinedin w acocrrpenytmg Ois document Is uus; accurate, and complete,. As to ft rd4rtiW sodwn(s) of tKs dommeotlor which I cannot parsoasly vwffy mrth and aco+racy. I cerGty as the company oft8l taaving supoMsory reapons" for the persons who, acting under my direct i""ons, made the v6PdleaUon that "s information is true, accurate, and ctumplate 8 Fvaga 1 ca 1 Thursday, September 05, 2013 Date same t , n ats st 0. t L,'F'I'T8 47.0 3/2/20it F EPA F"8704.12Rev&05) PrelAous OtUms are obsolete: _ QESIdI A7`EQ AGILITYT4CiEN£RA74R',.'- elm Batton has sho epprrpda2a petm'sts ffarmid wm ampt thErraast s#m su�rator fa ship gFrr UtNIFUR NA7AMUs I GMIW rP,.. °' ritLS E FEST C A C O 0 2 7 412 e 3 2PeyaiM 3, E, R �x g�JAM}AgU�w��++�yy �^ f800n 41§SO7,0 rJ 3 i3' t�t�.wAQrt5Li4} • � •.. . . �.a01.6S. YAtiiyriliR �4iE�/S�dCifrNSd4' j,..$�yg8 i3HYd.. ` Ge�satiblspMsna: 'T 1�.+7�'i%vl �ys.L% .. °+�'�eC►�.'�,'� . .�, � '; neixPomr Ay Nam9 . . - . ' US.'ePAiONmACa � .. fft ma tTrartsporLatizr»8szraicesCAR 0 0 0 2 g 2 5 D 0 P. rmrsA�2.Ca�emyte - U5..fP,hIEJ seist7M s N 'VT D9913'02748 , 3 S �BSi'i rff �t , ' GrarAwOw. UT p�i0ri�r @0.U$AOT Oamtrp6an pxq� g� fiBzeVdsss.lp l#kfJut ` ��90' Ta. L+teld+sd9�. . If, #Nel ,42 tHiA Type Pe'WngGmap��5il 14fh'®,. WM4&''RAH VARDWiSWAE `i'UQUi7.{{R00trMl,DT �6 ��at� fH*MiPCB scsurrc�Ecussa , 2 41 14.... HgFng btMiuinsark n, w .. iS TO& � ii.4flFtG:YCtlt?: h 9sd°�e ar+Sx f�r'aad 9yd+a G �t,0.8Rd.`if4' a,�duaa ,Aas�esr� yr �c � � rescan a>�e�srasr ' ty.atarea;a�s�as. mru'4m�nbta�amdOS �Au;�ww' :. � �sja�t¢{�tamxsamtrts�aewtp&j�aue. 7aax4�@u5wr�Anitadenrtstemm�!�taw CFA25227(8: N'Ida sia�aua+a'gY�.: ', 18 9NDm%` L..l ktmalla U.$ ham Pai9Yanry/eaVl.. . Two `Dsia� t1.Sll tI 4N1;SGAe1rIX!tcfRBC@?,IYafAfxlsno�a t °.: r�''` % +fx�xaa TjpeAtaee ym [Dip 0 ftov R,*dw CJpa „ „' M.arv"tenii�rErem:aNm6er US.'EPAIDNwnber 10p.. �naGm mata. zc1&y fl � Kms . . `9.r 55e�Refiad die„ t�z1,A +z�.nriWssdrs ,a�n�v�94t�'s�} i 2Q F lycTmMaopwlr ctdkow of mm*d bp&e e¢e t3stwPTipne{f7�jedkt Rene Fdtl 1w i . I ,..,,.i F EPA F"8704.12Rev&05) PrelAous OtUms are obsolete: _ QESIdI A7`EQ AGILITYT4CiEN£RA74R',.'- elm Batton has sho epprrpda2a petm'sts ffarmid wm ampt thErraast s#m su�rator fa ship gFrr inn ENVIRoeMeNTAL SERVI09S' LOAD SUMMARY RECORD LOAD DISPOSAL DESTINATION (j � ?t's5 CS13 {+ C_ 1 SPOT M40 1t TR a 1t), TRI �` STABILIZATION MORA CEU—,,.. _. TSCA CE sTAB1L IZAT#ON � 75840 Ib NET LOAD TRAC INN INFORMATION PLACNEIT DaDPPED FINAL COD] REVIEWED WEIiHT5 GR .. wasT DATE LOAD NO. 10:12:14 1 QCT 0 c7S WSS lbs. 75840 GENERATOR HAULER TIRE it's, 33%13 ORDER NO, DRUM NO. . Y�"� Ilt_s, d„ TRUCK NO CONTAINER NO. (sy RAILCAR NO. f CONTAINER TYPE,' LOAD COUNT (RAW ONLY] w. I E G TT FB V OTHER 1 '2 3 4 .. OPERATOR SIGNATURE CfVttASNE7UT-INFORMAnoW,a ...\NASHCIUTATAMF; ,,.f== .. ... TYPE: WASHOUT; NO INTERIOR. R VVrGkOVT SIGNATURE DATE ' 4 a DRFVvt SIGNATURE DATE , 1T(A, F:COMItFNTS t Ctean Hartiors Grassy Mountain Facility, Tooele C&nty, Utahl WHITE - Pacillty CANARY • Ganerator PINK -Transporter GREEN - Rec ArV GOLD - Operations cHizas ""err Clean Harbors Grassy Mountain LLC WHb 3 Mites East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Sales Date& LFM1697 GsnaratorAddlass: 1213 S. Fifth Avenue Date Received:: 97912013 ATTN WaterMtas+e Group Monrm* CA, 91016 Generator CantactName: Generator EPA 1D! CAC002T41293 Load 19006676 Manifest#; 006590679FLE Original Date Removed Unit Serial # t Material Disposal Method of Disposal Facility CHID# FromServica Type Customerio Description Data Disposal 93400297 8/3012019 OT 994002071 PCs said$ For Landfill 902013 Low% Grassy Maantain, UT Fadfity Under CM and Criminal Penetdes of Law for the making or suhmission of false or fraudulent statements of representations (18 U.S.C. 1001 and 15 U.S.C. 2616),1 ce" that the information contained in or accompare ing ftds document is true, accurate, and complete. As to the identified section(s) of this document for which I cannot personally verity truth and accuracy. I certify as the company ofitaat having supervisory responsibility for the persors who, acting under my direct Instructions, made the verification that this information is true, accurate, and complete, Authorized Agent Page 1 of 1 Thursday, September 05, 2013 Data Please CrMt od •IFormd�neatoruecdn t2 " }� flier.) L�'ii9�:�7d5+t� £iCPPW 3/3120ii fr r Adamvad. OMS tic. 2M .0039 EPA Farm 87M22 (Rev. 3.451 Pravim s a&3aas am CrDS 6aW, DESIGNATED CILITX TO GENERATOR clean xaa3riore [casthe apple, Pilata s Earaa cstN aaegt Assvaste eke g eater is shipping $AZAftOftilS �u, f ," ", ' 2' ird 3&*erm'Y�PS? ��Nan{9sx#?r#A+g Nvm�tyv.j. FL E i HfE sr L#C4Q'EiAi" a d 17t} 48 738 4368 :P,cp AutlfY.Ae ,r '" k*.Sn aGC44&9} ,. . Mowoft.CA010iB � � . # i+er58ea+?�RClk d *" - s LkS,VAD*OtW y: Romoxiielir ispttf bon a rnceHCA Fd #30 Q � 8 i s a d MabtfWbor0kWsV MOWARkLLC 3 ithc+fl not s: ii i C4'a'r3i 017 % , Nuft 93.bS.00T -,,. ;" at;iMt Nara�z,Ha'GaCE C4aca,DNemt :1k�&a 1i,TaPa! 72 V ii&. MCbles ;, �Ab. "Two, h1i P '�^I{ Y11 ana7pn(Ao Mot �.P.Pb n tn�i w zrt ���y in �• cautnn , �Pc>is�n Pc ft,. r� ; 4"� •ib, ' . ,. '4, t;aro3xg11rck^adAdd9cr�uififarmtian ,. _. s .+„ 15, GENERAT42'S!OPfl�tt4ti5&Eff1S7CATi0bk IYRreny am9eraU�E's ;.fg� ^mm'; aieMBy"ar+d scYa .�. t bh1`�IDNmRPsl't7Ns9aama^erts'ais . 'mmatk w1abeieu'"pidp'14and ere Nes raspedo M prope`=vftNarsensPaiairinB m 8p eiutM on*mmn reyuldwa,jf svtl ahiprealataOM the Pti KY .#�'�YriVtl�iu11�"saPrismnstgmrsmtta'damXu or9+s aeffitsa EPA at � + ,�:y �.ag4ra. i &a1Ure hAaC�R �22?(alNfarne Sar txne� +Y�itetY �' -'-'' a i ar / wS 1 i .I� s1�Rmaaw L.tlm{wrtb1;.S s QExpmfAm+U aiantyMrlP..'.... . TrwmC6atitx na¢ks^ tiS.,: ' ods Row f•'xP..Nm*.�„ � q YM".. . azPa+aw'r ane �^�t 18s D;reWgwyfia}:aMSPmCo �(� .+ ITYF's 4J�imsbfue LG Pat. lRdi? N' r s Pt#R a't. -. •. Mk* + , . t {aA$(rt3.. + .. _. llS EPAkl M1kamaar _ Fx I tsPwa tEa.:.: a!Aikra!a£ {a Qa: p a •'[tr}. Q ,. G?'9 .��^ }ta2afa:LSTr<`Fi9 fia-'I tr }Astod codas (L.e.^CAdtefor haa6eft&Yle;ti'e Y ftolC wµrv591 B14 mgdhg syetsird + VS 23 '.,SPst.�kx OwsxttOpers4.**-Caafetdhszur'eu.s:naatAs' tysMe: emza:ex ncas30srntaa.+ ' �*( �j/,� j } as Y te.. L..: C� J vow •Lj \}/� . ear 'CVA EPA Farm 87M22 (Rev. 3.451 Pravim s a&3aas am CrDS 6aW, DESIGNATED CILITX TO GENERATOR clean xaa3riore [casthe apple, Pilata s Earaa cstN aaegt Assvaste eke g eater is shipping 6 Gm e vt r arnt s€xatces• LOAD SUMMARY RECORD i LOAD DISPOSAL DESTINATION 70J60 14 Ross 72760 lb 1U i 3rd Q SPOT STA81LlZA71ON _ RCRA CELL TSCA CEk STAB1Lde RTION LOADTRAC NOINFORMATION r .. DROPPED FI#WA;.. CODE REVIEWED w'-�.!GHTS G7)s tFESt. I cb 0111, C9ta4o52 SSS lbs. i$75S DATE LOAD NO, Q TARE lbs. 32420 GENERATOR.. HAULER r NET lbs, 46340 I } ORDER N67- DRUM No, TRUCKNO, CONTAINER NO. (aVRA10AR NO, - 00AINER TYPE; 6D� G TT.;fB V OTHER LOAD COUNT (RAIL ONLY)-, 1 2 S 4 •, . OPERATOR SIGNATURE- COUNT DATE '. P,,,' ,, .` LOAD WAStiOk17 INFO ATION. ;". , . ASROIJTS'� WASHOUT. TYPEI NO INTERIOR PcfaNOR WASHOUT SIGNATUREDAT E' , DRIVER SIG TUBE. DATE ITEM w "c .: ' °'GOMMEWS .. ' '; h ,, ,M A ryA NAME ' = tfATE t Clean Haibors Grassy Mountain Facility, Twe.le County, Utah WHITE -Facility CANARY -Generator PINK -Transporter GREEN-Recorving GOLD -Operations CHI 20 .. � I Generator Facility Name: Generator Address, Clean Harbors Grassy Mountain LLC 3 Miles East? Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Newport Sub 1218 S. Fifth Avenue ATI'MaterMaste Group Monrovia, CA, 91016 Generator Contact Nems: Generator EPA 10: CACOD2741293 Original Date Removed Unit Serial #/ Material CHID# From. Service Type Customer ID Description 3339wo V30013 UT 33390946/ POB sows For Lamm UnderCivii and Criminal Peneltles of Law for the making or and 15 US.C. 2816), t cartity that the information Contained kienGfled section(s) of this document for which t cannot pen responsibility for Me persons who, acffM under my direct in Authorized Agent Page 1 of 1 or sees Order#^. LF7781697 Date Reoalved: W2013 Leaddk 1=3872 Manifest CM59OWFLE Disposal Method of Disposal Facility Data Disposal 8'3.2013 LandV Grassy Mowtata, UT Faefity lulent statements or representations (18 U.S,C, toot Thursday, September 45, 2013 Date u a . „ . S$2?-AQ2 5'C.` P 9/9,'2911 P'e#;arsor arara ' �ea!�usean .tS2"Sk .5 LFA R*� Q SIGNATEQ fACltl1'Y TQ GENERATQR wean 3iothaN haethe apprapnate pemdts far attd WIR atsept the wado the jeneratdris ShippiriS UMFORM HAW iGAGt>Q2 z+f WASTE sTs 14:23 "BOQ}:8314: i7 �t;atrap'.'F.E i218 S. filthAueme ATTN:Wa#erltA om 4rouo 3A t tt +1 . > 3 PRorsrcrAAe r"tJ34ie ` `�9 2W1'278 Newitaft lloodtrA926e3 G PMne: # TaRw a RtmedW Lransportathm Serves G A R OO t 1f 1560, fit$ sS+R�LLi; 31V East 7Mks, ofthot((rmits UiDf15�8Oi 7�F� 1 ,UT 84029 FIXv, t4p= �{ . Bb.US GDTCf6aian� 9 hsme,Aeza'Jd�,f1Numbmr, 10.Cwnmkxn ft'fG �'� 12. GaE '�... Ne. '. Filo aMPar�nlG�pCdangf) a:y , 'WfNot ..f3 RO%4kWHA?r3Rt3bEi WAl'i'S SOLID.ffNi R4>O '. 54 o REGULATED �9N{)434tt1PC9!3.ESiLid3 17F Rt5Ly S1L. 6 ! A✓ r «a t7 # /{ ti+ 1'r . ASSUMN6.:600P!'± f�i�SdiIRLCVMLIS t4. Sp�im` 1g. afU`x1Catl MrdSAd.REaw'. tr!4"XM1tlkkf - ' IS GSNMTGR%MDFF4RGR"SCERTMATM; 1a: .. dib 9f4 RW '� Sig &Mi.YtC, . ezperWt,it�Rg@arts zuNaa.netraieesrtl3armbdmfam�dtfagthA ..,gy IeY�iCmxasb^'rksnYSC;nsta's'�'dkf.";tpfmlkfSkCFR MY27re #sa�aa y -t t .. Sny'ttIHI111S �^�'.. mWdilo U.S. � BrLd"-frcmllf' . s Trensxi+nr .�exs ax '4°' -.°�. tie2elae irs.i . d' f7 Tm1:tl7�liFs�'-�gafReCapttlft! - " 9''2, -ylxtlt f taony '. �r-ryT iSa.�k6on Sim ©SAas.,+smy 0T}W ©keeiSsae ❑F&,'df$ii�K612Y1 L.Jr1diR@Eon` AfaniTsstReiefenCett�a'nber > . 1Sb,ANameteFectky(a Geimrabl o ., U8 EPA 10 NumW V .. . •. P `4P4drves " .-T _. �} iSc dA1�.met8 ' aYGe".9n3toX) _ : • . • AN%1m , {A� .. Yam; .; " .. '. k9, k6as%3".LAMP+'�YttAMCaka,s,.awfeshrraxart'asneaf baw�?ny �.snd re�A'a 1 1. L3 Hi92 3 a. i. id.Ttj 6iMCrW@Xi 1908 9iYp#dh3fl#'30US ddSSJ$gl Ctl: 3SMfIF:N i1m11 S84 ", e.,� 1 68f 14AfVjlj IfA o EPAFarm S70 22(ftse3-o5) PreNsas adiSmsorsatsoSaM E Q SIGNATEQ fACltl1'Y TQ GENERATQR wean 3iothaN haethe apprapnate pemdts far attd WIR atsept the wado the jeneratdris ShippiriS cm§!R�GM ADSU I MMARY RECORID EMNOWOM SERVICM OAD DISPOSAL DESTINATION, 7c2ts7779M lb 6M 0 lb TARE 77-M-) )b WET Sp T STARR-17ATION I RCRA OF -1,I LL iTSCACEz4S�A2UZ0ATJ0N i FB V OTHER I m 1 2 3 4 rI� 03/sep/-200 0-f � GM- lbss 7ARE lbs. WT IbS- f 09*45* 779M 32740 45160 Clean Harbors Grassy Mountain Facifity, Tooele County, Utah WHITE - FaCMY -CANARY-Generator PINK-lran"r GREEN - Recolving GOLD - operatons CO20 Generator Facifity Name: Ce anrtorAddresv Generator Contact Name: Clean Harbors Grassy Mountain LLC 3 Miles East 7 Mies North of Knolls Grantsville UT, $4028 UTD991301748 (435) $84.8900 CERTIFICATE OF DISPOSAL Newport Sub sales Qrdodk LF7781697 1218 S. Fifth Avenue Data Received: 91312013. ATTWWaterWaste Group Monrovia, CA, 91018 Generator EPA W: CA0002741293 Load #: 13006873 Manifest A, 008590683FLE. Original Data Removed Unit Serial #t Maferial Disposal Method of Disposal Facility CHID# FromServics Type CustomerlD Description .Date Disposal 33399949 813012013 DT 33389849/ FCB Soms Fort.404fx1 9/312013 tone! Grassy Mountain, UT Faarw Under CIA and Criminal Penaltles of Law for the making or submission and 15 U.S.G. 2616),1 certify that the Infcrmatlon contained in w a=n IdentifiedsoOdon(s)of IsdocumentforwhichInannatpersonallyvarif rosponaftfly for the persons who, acting under my direct Instructions, r Authorized Agent Page 1 of i Y mptete, As to the Joel havingaupomisory accurate, and complete. ThursdBk, September 05, 2013 Date �; -cn a tz e,P t37 5211-002 sc FPW a(3/20ii Farm a sem. c +;.PAFo ,87x-22(Rev,Px5)vrev*A edftn,m obwl#a, DE51UNATmI-aciLmrroGE4EMraR n9,,..ay.0+Aaee t,.r"k.n ynNrnMin+l.P4Y+'wite ane in.d wF4l a..aa4+l.n+a+Eaiiw denaww�a#m�'�.Fiw..'w.d UNIFORAINAZ>S'�.QQUS `' dM fl`hY,°tt Iv 2;P�rtor lE>wx�ltp. Phrore i, AlanHart ri 4�+ Q 06 FLE wASTEMa ct , ( S4 7 t Gom"a sZft A. wm V ww�% no N 12 n'thAmme ATM-Water/Wattv Grotto MO Samoa gtvd. Mamma. CA 93 GelRx*esPMma ^�7 wt&ea#s,GA5 �arnei&a#'f rt-ai'san$*svicas � !�1 i2 Q Ck t3 2 8 i, S �a t3 7.3fy1gpCtfdr Mage .. Ub: EPAI�Num4Br Cieaee Naxttrts GrassyMommiaLW # t D-991301749 3�A 1'Zak7 Mortis tetKn iii' l�v�- P R f4mmg9go 8'H.375 GKY±s» 3"t N'8z 3/1+aa+,K} X 111'row. i3 Wal ' f9 Wa, teCWkrd lac. TYPr. HU, drWPark,4ty Grarxr Cpue^tib 4 A0i. Pat3Fi~iiCi'itAZt�tE,1NA§'rE.Si3Lii3. 3ti-F7C3't :±. !� MOL,A7 ,fi PW PMD L, , O kool Aii531&fiF6C>ffi88 PC9iR+Di11i <.na aro v f 0 n ?5, GEi7ERk3C�'BtOfi'ER[Nt'SCERTiP•S»111CiN. ( 'MSffiee � sire 4�p•mA aYC'se bY'3�A P2rr�ardd<••2 _ rdaxMd� Wdit aradsre to 6pnpercon%'tlwi kr .aecPrcSc$U m+clia>�a's.��' BegwrtalEeMlsm ttba fMMwY � `... ExtaR¢; jtasaly9zpC3ire mR'�MdUweF dHcel➢ry�ta��min U'ntHirq¢tdlMd2tlehaC EPAtriea9m+mt • ' . •�i t#�dxSrauNttvAiattrk3cm�0ivi9CFR2G227Cd}��;anrar�«wv�Y'�'7 tide s4t�+e&i3`gstaq+a4�i liars •} [. 4 t£62 G.� f �iraamaRxaC i+r^dk+ Qin•{>4wkm L'8. - • 0 ParofdS ' "FaAd � .. a 4 i2a ❑ A, : SJ7�d r a,—fR,., ❑Pare. t,.,i•`NSC ftekoden .�.., - *+�W Mao%asERefq,znte pYmPoer, •. {,; yy iAS,APRFnaat;> Yl+xs H ! t UfnRAD wmbw .: ' st. Av iBt. SI�M8AS8 GfRi[drtlate d rYi+x 9nMY@Wf ,. M.OPJ,h Q3Y.. 7 YOdr, q�0 2 14.. tx9PtA'15419'SHRtlQad43N 61�'.. d`MSgP �fhkS2C'9d+&`�. t2 sY p 1.. 11132 • U S' .. .0 ut PgT&tE0Y5T tom*&: by 31W 2ffidpi NSlFi BfR :!S YF(dR4 v t. d +;.PAFo ,87x-22(Rev,Px5)vrev*A edftn,m obwl#a, DE51UNATmI-aciLmrroGE4EMraR n9,,..ay.0+Aaee t,.r"k.n ynNrnMin+l.P4Y+'wite ane in.d wF4l a..aa4+l.n+a+Eaiiw denaww�a#m�'�.Fiw..'w.d GM Lt3�4R S MMARt RECO E�YlR�tiaN&3�TTAi 5EH1!€CE.i' �-. . � b 11'54 Chi 05 13 LOAD DISPOSAL' DESTINATION .,. , 77780 1b, 4ROV F� SPOT 77717 1L, NET STABILIZATION RCRA CEL[ T60A CE STABILIZATION '. ' LOAD TRl1CrJNdINFORMA`fION pp�1,,,,pA��' DROPPED F3NAL GODS REVIEWED WEIG GRIDS{{5i RECENED DATE LOAD; NyO. 051,,kr 2013] 13;1�.`40 ( GENE��RAIOR HAULER TGRE lbs. ORDER NO.. - IST IbS. 44 DRUM ND+� j i +-�'�^'7 ( (^� �/']/ LF f 2 �' ` ( SJ { 1.1 i t TRUCK NO. CONTAINER NO.(s)t RAILCAR NO. - ;CONTAINER TYPE: LOAD COUNT (RAIL ONLY). G TT FS V OTHER t 2 3 4 OPMATOR SIGNATURE COUNT DATE °.1.%D= kStt :INFiRMATtON , 't ,°; �IVA3FiOI1TST�1AdP ~; WASHOUP: TYPE: . )67 N4 INTERIOR 99MMOR i ' WASHOUTSIGNATURE• - DATE ' DRN IGNATURRE, ,R;S �; r { .,OftTE $ , .A a .4 t -.:ITEM COIUIMENTSMAINEkiAE 4W'rvr.}' a bE iY:4• i' t Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY -Generator PINK -Transporter GREEN -Receiving GOLD -Operations CHI ma Clean Harbors Grassy MDuntaln LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTM51301748 (435) 884-8900 CERTIFICATE OF OSSPOSAL Generator FacRiy tvOMW hewport.5ub Sales Cr&rH: LF7791697 GenwatorAddrass: 12185, Frith Avenue Date Rscentot $N.Sf2013 ATTFi;K+dtBMssta Group Monrovia, CA, 91018 GearutoCantad Names Gensraor EPAID� CACCO2741293 Load# 13008994 Manifest o: 00600685FLE Original Date Removed Unit Serial p1 Material Disposal Method of Dlsposat Facility OH ID it From Service Type Customerto Description Date Disposal 33"9010 V02613 Ck! 13 toam G+assf " .4.. Pavy " meft or Von contafto n t Cannot Den Authorized Avant Paye 1 of 1 aP iraudukantslatelaanta or 3a (18 tl.S.G..1001 thla dowmam Is true, acwrats, and complete. As to the d aoeursty.. i car* as the company otScW having supervisory w. that thl* tntrma to @s aua, accuse, and xmptcta, Thursday. SeptenlW 12, 2013 Date i! ' •n"" U778ik2-f- .'_ " PP 3/3/2831 PiaaMe ofln�ar:va@, {Farmtla`staradtarosa an�bY]2�nitcnk-tvaeuMler.7 OmmS No:2tltiw -a039 ern rmm MryC-re tKW, war r 0v 15 O(HU a are COMM. - '7+""""' - � - — 6esiG'9ATtMCU.lTY TO.GENMTGR Ctaan Harbors has t31a #ar and will afew t4e, waRtv" pnotator is shi . -nk ' UWAUS •_. ,....». 1'-M U. 9:9' pa,.:tm a �' ? �G 4x741.1 .: . LE MI ..2188, rF7tA*wmmAli :l�dat r/WasteOrotao 1$yS$alhc+g mot t�oorlT�a.CA83St»t.8 •, N 6eacb,GR5�fi83 1=42M,Ymputwon.. ,. •. 7.74raF."2 OMMy i#S.EPk N *.-... OS. EPk07 . $ C mH`wborsi mxv ` lid #t i Gi 3 7 4 8 &aft? Mk1s Uoft B 6f fi71QIY8 3 11P..'FGraftvillo, 0,94029 F sPhe (43M 0844;#00 : �. &x.IDiS.QOi' 'FyafsMCffims, [1t khlPadirry &tayalCa } t&- 9f. Tobi ' 12. ik'k -1S. Na. TOO litd Qrd* "hot `. Eai#l3iAC?CiPlii�tilit�YPir3.ilkA82Gii7E8Ri3E1>a ko, 107 fl�' Ls!mN, e e. r ' 1$: GEfi#ERM1748`%dOFFERON�SGEaiIfiGATiOM: therc+`ty ^,miSmYUloa`E;it �etuMybrs P�`dralOCervMrMJtlie'prcpee'� gai!te. end7eM �taar�:i'�. murka�aM a4ana:aaW;vn�ats aapf�.tiax�ektaMnrPatacmdmy AS Mtaarn t>OrMg,7ePanc.tlbrpartertiaa?atmttl tmh"B4eFry -1�yaleLtm1f79'@ikueanteaisotkv's dtmb�nmeM mnMnnk Waof l�maCechadEPAACfruxtledg��CatSkt. ,. 4s3YdmtrrawaHa�t7.aiGk+�ltCaw�ti+iinfiaCfiiR52i7tal tT�7takryap:�ktiti�oa a�amaal �yrsp�. Vvy ij ..+ b. t5. M(ar¢a+awiia S1;pmR,Rt 1� t st tnPatbU.£. � t�mU PaAota�ptmd; �. *rati�spstar ae expgb `flab L8° ]�' r �Qaaa�' 1J.txpa � ❑rseaav¢ WFtdt .. , ,'�Pmdar. PI .. k7anTzstatatc'atace ...: . .. ". 10S. .: ._Gea So' us EPA raNk"w r Eap1 Wlicae: . ta¢ Nahtmde jtlr ttoNabx .. x - aNt Stift , `.'8ax � 52.lfarsFN,un�NtRm�i t."t.,�a�raf��m4'M"w'�5(is. Wdas �hala35o5wedAa htalnuzA, el';ty�0x��,�dre�caag5y5ta:;�' - 2Q. .... Fwft to acsetafot:Ce "anctemawd www by 4^e txv a wek"Magaaa ., ttt •,,� . .� .I if t ern rmm MryC-re tKW, war r 0v 15 O(HU a are COMM. - '7+""""' - � - — 6esiG'9ATtMCU.lTY TO.GENMTGR Ctaan Harbors has t31a #ar and will afew t4e, waRtv" pnotator is shi . -nk ' GM LOAD SUMMARY RECOAD aav> a ea E sem LOAD DISPOSAL DESTINATION 4:4its 07, it x5300 1b ms 1b WT F TARE Q SPOT T��� O lb NET STABILIZATION RCRA GELD_ TSCA CELL6— STABILIZATION LOAD`fRACKING-INFORMATION PEST ... DRCPM FKAROODE REVIEWED GpX$ iPL £SATE ..,,.,. LOAD NO, 3 1 oI`4MSS, lb. GENERAT>R I HAULER . M000 TIRE 1%• M000f Y� ORDEA NO. CHIN NO. IT 2us, 4 TRUCK 55. _` CONTAINER NO, (SY AiLCAR NO, CONTAINER TYPE .. LOAD COUNT {RAX ONLY}: .. ED C3' TT FB V OTHER 1 2 9 4 OA.SIGNATURE - COUNT DATE t t, .LOA&WASHOUT INFORMAPON �° `° •, <WASHCfU1 STA i1P a w: WASHOUTr TYt'E. AliDUO INTERIOR PREEMR GDATE TSiNATUP.E X 3 13 DRIVER SIGNATURE DAIS - + m1, ''ITEM . '. Ct}MMENiS " . ' :.. ;� = 'NAME ; r". 0A 'it t LL 1 Clean Harbors Grassy MDtj ltaln Facllbty, Tooele County, Utah WHITE- Facility CANARY-Generator PINK -Ilansporter GREEN-Receiving GOLD- Operations cm 20 n y Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UT0991301748 (435) 884-8940 CERTIFICATE OF DISPOSAL .. Generator Facft Names NWVP0 t Sub Salol o rdw* LF7781897 Cw*nOorAddrew 1218 S. Fi t Ay"us oats Reco 9f37TA13 •. ATTN;Water/Waste Group Mor OWe, CA, 91418 Generator Cortad Name.. Garstakv EPA ID: CAM02741293 Load #:. 13008898 MON" 41, oWsW688FtE Original Data Remover! Unit Serial ii t Material Disposal Method of Disposal Facility CH IO i From Service Type Customertut Description Date Disposal a362= 3;3Pta;d013 eT 33402WI PC980r4s Far under 0=013 UMN Gmuy hlx%WA.U" fad* Auihofted Agent Pegg 1 Cf 1 Thursday, September 05, 2013 Dale VV /to $Cbx" a,—Y l z p Pkm whoriy Fttm `-' nedtoruaeonatnt 12 tdt" i + • Fa.�,ae a+a� Nc, a�saadss EPAform87CU•22 (Rev.3U51 PreVtoUS emcane are ODSCAM ❑EMNATEt FACiLfTY xO©ENERATOR cEamHafbmhastheap a"FemlimforaildiwIl'accemtbearartetbe aftomorbsnipp . ,..,.. .:: UNiFOfiKt NR7Ai2 't. '- Pa",af� U�Rmcprse+ astan!wha i�tti(vrt(�6}}et/+ r. s FLE WASTErtkwd'FEST. CAC609i4:1293 1+.: '800+40 F3t3< +'7. U ... $ 8 aR1e &'a ..... R e HICUN%Ata j •. Nvrtgub . FftAvsriu*ATM;WalerAVaswrauq isle earbag my& CA 9ma .gy -: VA EPA ID Naffbw 9t'31:ftdt8 it'�5T.4�itlf ?AtYt1 t!i CotB G ISI'i�''{'�i i� �}�. EC$5 e0 U.$, �w.10 .... a arxtSi� U.S. iPArDNrun' ap�t@Y ii�"tlii tO!lftXwffis - U T D Q S dH 3Gi5FSCan I'' Ies Rt•. ,30.17 , St.Tnaf Il UrA awn Ma rYtla fm and ikwP:@RtYii ' µ+ flutaaly WtNd, .. hom-RcOAHAzAitwus iOf.fV,A NON4)OT WUUtATM) 4 fWf #D : TlE S VSEL, t4 ` PB i fSRLti a: r`^ a,:sr.E:-Elaxas ,.. ",3 4FNEPAT9a"SFCFFBRCR'S CERxlFICAxN%N: iiaratry t�hPcMta+w�mh*aavgAmaNma E.aad +t�aMdaPPp'+�B",and�a par'J:�9tsd mxrl;Adre� ,a'dau h:�t€avtetn?mp+t�rctarbeaapai acar�tsm mmm ;' �ovettmaMWreA -., tlaxprxtAltLr�n�mxltcnl gtsP�SY .. E+Fmta;lt�trij�ta blt�as tYsvaiynamteanfwmm c�a MNeFf+A t ^ ` tiTp tat ma4dCFR28a2t(BS tatastt)Nmna d3o-n. aa E Et s C unpurtmt3.. ,twnuS. aenw tr.xr a a .R VIM ..=....... fir»� :.13, '�"sp°de'zatn�d sSama - ^�Aa -waft.m ym •.. { 4�.[,Mk`RF#icyGt!'.�,.ttlnn9rap El Qs9ni&! ❑xrpa i._}Rss'%1Ua QPaRUTA , n �F�&fle�ac7 -. 111 M , Y' Ift. F*C.Ay fW W 9Pha e: •.. • '. . ' a N�neieiezrAg' ia'.GerHiatDat# . . ,. 6kvS� Year a � ts_Haz:mws Waeae,"xaynm d�tkul CaesE.e..:tcCesTcrtiSzaraanswst'.Atreaimeni, ixid recpd3°9>�wa¢�3 . �adG"%VMat7PCCIIX':'"' 9R W :'A[m+A,'9aEry�mYS`hA'i P.II'�'Y d"tr S»Wid tt , J %r , �rGM1AI may,• `: t oa EPAform87CU•22 (Rev.3U51 PreVtoUS emcane are ODSCAM ❑EMNATEt FACiLfTY xO©ENERATOR cEamHafbmhastheap a"FemlimforaildiwIl'accemtbearartetbe aftomorbsnipp . ,..,.. V GM ENVIRONMENTAL SIRWO E:::,-LOAD SUMMARY RECORD' LOAD DISPOSAL DESTINATION a.,55 3A P14 13 ?7600 lb OWSS M016TA spar STABILIZATION RGRA CELL ,.� TkACEL � S�tLIZATION i 7-160KI Sb WT LOAD TRACKINGJNFORMATION RECCf�lED DNUJ'f+ED FRVAl;.0008 F"EWED WEt OPoDB T DATE LQADXO. ..... LA 4 1, 1- Ao `IA/Ser-/201-3 10* 15:41 GENERATOR HAULERA .. $$ lbs, 77 t �...7 ORDER NO... .. DRUM NO. TIM lbs, .zrmo —^� # 1fS. 4Q60 TRUCK NO, `` CONTAINER NO,. (s)t RAILCAR NO, . .. CONTAINER TYPE. i.AADOQUNT(RAt OKYj: ED G TT FS V QTHER 1 1 2 3 4 .. OPERATOR S*NATURE COUNT DATE LOAD WASHt1U f iNi-OFIMATION a : iNASHCILPCSIT'AMP," a r; WASHOUT: TYPE'. 6R NO wirstioR OR` WA�SF,3 SMGNATURE T ` /""ff b DRIVER SIGNATURE DATE M 6 iITEM=„ ' ` , ' comm TS °'; NAME . � ',,,`;MATE', Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE-Faality CANARY � Generator PINK-Ransportar GREEN• Receiving GOLD-Operations CHI 203 t Clean Harbors Grassy Mountain LLC 6 3 Miles East 7 Miles Notch of Knolls Grantsville UT. 84028 UTD991301748 (435)884-8940 CERTIFICATE OF DISPOSAL GenerstrFeatyNaht, Newport sub SalesOrdo* LF7781697 QonoralorAddress: 1218 S, FM Avenue Date Received: 9/4/2013 ATTN:NraWrMaste Group btonmvla. CA, 95016 GantaftrcoraacName, Qanaralor irPA iD. CAC002741293 Load #: 13006836 Manif' # 008590687F'R„= Otightal Dam Removed Urdt Servat#f Matodal Disposal Method of Disposal FaciNty CH ID # From Service 'type CUstornor ID Dosoriptttan Date Disposal' $3422139 9/3J?013 M $34227311 PGS Was For Londtru 9745:2013 Lancet Grany MwntaNUT FadRy Under Cloy arA C nInal PenaWas or Law #ar, ave makbg at submission of fa,Isa of Raudulant statwmnsa or ropresentabom (16 U.S:C. 1001 idenI vod secfmn(s) of this dacwnem ksr ~ I cannot parsonslly vw* into and accuracy, l off{ (to the cornpany of ctal having. responsibPy for the persons who, acing under my direct in5truc9ons, made tete vottfication that tt+ts infomla8on is no. accurate, ai f� "' ThursdaYr September 05, 2013 Authorized Anent Date Page l cf 1 A,r•' 97744 r.+.'k'f. Atvk., `. t*A lY1AYW 1MM,A.}.S GeanNartrui bast6aiort�grea?ep'araeiits'fora rd$iNmaetpCarwaztettrseisrra&arszehipuina� _,._., -. — --l— FOVy�.y,. KAZARDOU9 S. bc� 3 EM.St3i=E5F nn.n_...... y $CtY4 7$.�t''65SD68 f axr� LE: t ;. I 1219 S. tiee Ati'tB}:*atetlWast&OroYtoj,w�}} ynyyAg+rJoJ ,Iiro�Hi1VE�Y u�#rS:lYV S { x7-2.?OC IYViFfNfYrRS`L1�Y1I4M OiWaY i 6muar�N'a ilKKi@: f✓%^ . .. U.ByEa �rytykiymy��6e/(1� }�y- p �y �+ y}..}� SSe�(1ldHIw4.Q +ii'iIM} ei' �1 4 A..5# O V V I S I S O M =1 7 s Hodwsfts = of ii t i} 9 3 Q i 7 4 8 S: Ob, CSOCT U PmPer N¢tfiYTa,'dIXass.B}fismdv; - . andPac4;rg ;itl. CAlttgy tY 06th - 32 Uad ' l3.Vtax co r Yyt» NM. GrwPfHn+Yi) on* t+,§,Net • � �` i�Fs`NHA�#tt�CNCDllS�A�ii.if�It,�D.tidP[tJPt»37O?' -�} �liAiED'a3,1?i�it+�ia ,�CUDWAE6'iE.MOMS &SdSL I ' VT 1 � S}I#3it »ffi� fC*GB l�G�fl3LS} L . .. 15. 6N'tiMt63i'&+�6Fi'SROR'4CERfA7t4#;! 8•M3+t �Oataa a'Hfa�ttelHcauH`d� xmkYfi�Fr+C .wYdams xrzt. �xMa7 w dr 6e .air qwa» � � uAJ�wapm.Eraep+'i ', . �,tcrapdaat� r� .xau swam rode �rnusat �AA�r e , di�c�m$;t4Y Owttsevsa� CdHr load CRt'2d227taltaf ana ar{ti} 4a6a�4 kd�.. Gi^` . �ImPbrt0.51Ae. j,.,i Cxpettt;art:lGS. . Pat cfenHytmdk gwn / J v�xr ,11a.� i �.' rre, s�ae+:mma � aaa�t. ©T94H Ll . •d�r�� C�s�a Mom tRofeW aN AV, 48h.FHa�ate fedity (xrGana2gir) U.S. EPA ID Nunta� . .Yew t&cs� avakrea(AasnwRe ,« .. Do � '..... '3Ezpa+. � 'a , a+�.+^.S ,. iaccsSa;; aro�a6xtxzardaa a,•m4a' " =x'#!&}'dk+g.. } > , • ' .. :r V. iC farAky 0h7'���k=2'qf: MiBrAiptC1t328'QCits saaH,nd MCS .'7 HSnDifld S7l�At ;&q �. � My EPA Pam 870(d•22(Rav& PmYZM ad&ow are at,s'olm- ,"., ° ..;.,..,. .. ..w.,.,:.. GeanNartrui bast6aiort�grea?ep'araeiits'fora rd$iNmaetpCarwaztettrseisrra&arszehipuina� �tl GM aob xrnL s ntnit s° LOAD SUMMARY RECORD 13, 01 C #3 LOAD DISPOSAL DES'nNATION 7n- #b 0it0SW 0 #h TAPE SPOT STABLIZATION RCI�A CELL TSCA C> STABIUZATION LOAD TRAWNG INFORMATION _ REtiEiV'OU716P PW OODE RW W60n GRIDS T DATE ` LOAD NO. C Q b [ fRtSS lbs. 762W GENERATOR HAULER TWE lbs. 31 ( � J fir lbs. 44020 ORDER((''N^-O, �`'y -- ( "�"'� DRUM NO.7 x i i y I-1 i fI 1 �-5"C� 211"1 t G TT FB V OTHER � OiKRATOR SIGNAT{tW bRNERStCi t 1 2 3 4 Clean Harbors Grassy Mountain Facility,Tooels County, Utah WHITE.Facility CANARY -Generator s PINK -Transporter GREEN -ReceMag GOLD -Operations CHt 208 ` 4 Clean Harbors Grassy Mountain LLC #R 3 Miles East 7 Miles North of Knotts Grantsville UT, 84029 UTD991301748 (439) $84-8900 CERTIFICATE OF DISPOSAL Gerwrator Facally Name: Newport Suit sales Orders, LF7781697 GveralorAddress: 1218 S, FflhAvenear Data Received; 914/2042 ATTN:Water/Wasta Group Atonrdvis,. CA. 91015 Gan"Re Cort&act. No": .. GenenaorEPAID: CAC002741293 Load #: 13006940 Manifest8 006591fallp E Original Date Removed Unit Serial #t Material Disposal Method of Disposal Facility CH ID # From Service Type CustomerlD Description Date Disposal t 33429149 9=013 of 3342a14et PIS saw F;WLMXM 9.QM3 Landel Grassy ,Vr F UndarOvil and CrimIrW PeaatOos of Law for the making or xtbdeskon of false or 6audutent statements or representations (Is U.3.C.. 1001 and 15 U S.C.:2614 t car yOW the mformAton cordairad to thv docranera is aus, aaerrrnta, and complete. As to &ientdmd saoWP,(s) of M dtswmant forwhkh i ronnot pr000noy, verity, uutn and accuracy, t oanaly as the company mhaving supervisory respon"A'baity for" prions who, acting under my €rovot Instructions, made tho verification that this information is ince, aocursto, slid complete. Thursday. September 06, 2013 Authorized Agent Date Page 1 of 1 'Biaa6N tl1t t +V+ Ctl. 42: }, lA3.".0 LMS02-?-002 4CrPW 3/3/2011 fCfk1# .Cho K UNfF}Rt[ARMi'`•y 1M..m � sTr . 4 god, WASI ST, �} +unORe- 9 I SLE` aa� tie oaaa�,aeat 49 q —24 u,s. Efa Tramp 5 t R t7 Ct f 01-60 $' &rs'pwi;as* . _ US EPA1D Np:�;bet • ". 4 WOWS - CSeattHar�arstira sti L 0 T69 tt 0130174$ FAWSow Rp.3T3��15ui35dQ ),) -ax US - a 4 ` i5. .: CF,EYidFlCJiiS6Y: n'' ar7kem�'atsmfESCttss',pm�e.'tldcr 6�a�tm�=e�nnsaAs¢ 'E.�AAC227(s)XlaaUsW!'YKfe`t »iCkt'bPa'tPoI}Q Rtm}y a Riol"damst Aowwm,{ ,• i' ft V o t�r1 - t7 tCo s 1435. 1tnt ,atxn�.Atnf't�a�f _ r us.�nwdw� jr t8C.5N,�ssEQE' (n ften6fa4]t) .� ... . . •. MoMJf Yaar '. y. . is Y—Td s Rw- ma %vow. We , y%pvmi f 1. 4.- . � 2o, �ceaP"swv Fact 0m�w0c=reas'. Cerc9cesmare:ek#atmcs:+5a���wei by a•aA�elss€�a�rM mm' - ,r:.. � $'�_ `�`$t'J� _� ' �t+ EPAFam8700-22iRev.3.061 Pto86':sa& ns areahsoleta. . - .. ', OESlGNA7£l3 FACIltiY T4 f�Ei�tERi1"t0ii' Oleo tM*ots h the peuaks for and will suegs themste tt*4#AMW Ig s _ G E"IRO STAL s�saICES' LOAD} SUMMARY RECORD LOAD DISPOSAL'DES31NATION tG ?3 SPOT STABILIZATION RCRA CELLI TSCA CELL STABILtFATION 104 45 O'3 04 I LOA61RA, KING INFORmATlON . 66761) Ib 13kI u3 G Ib TAPE c�tTvEo o ,PEE REVIEtNEO weiGHTs RrDs 1786, ( 667,2 Ib DATE LOAD NO,. �GENERATOR HAULER d R V ED '.0 TT FB V OTHER 1 1 2 3 4 9 114;/." !'cry0 3 1$ 4Sti73 GRWS lb-,. 66760 TRICE lbs. Me t Sa'P t3 N0274 . 48195'8 lbs. 66760 TN" F 1tts.. 31MO HQ;T leas.. 35760 C129n Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY • Generator PINK • Transporter GREEN • Receiving GOLD - Operations cH121m f Clean Harbors Grassy Mountain LLC 3 Miles East 7 Mites North of Knolls Grantsville UT, 84029 UT0991301748 (435) 8848906 CERTIFICATE OF DISPOSAL Genwator Foomy tv' : !taupe! Sub sales Ordit* 6F778I897 GeneratorAddte : 1218S.FifthAvenue "Yate Received: 814171513 ATTN:Wate9Waste Group Wnrovia. CA, 91816 Generator Contact ulama: Generator EPA tl); CACW52741283 Wed.'f. 15006941 t48010st#; o0swovelFt.15 Original Data Removed unit Serlal #t Matertat Disposal Method of Disposal Facility CH tD # From Service 'type Gustomor lD Description Date Disposal 'f1 33423968 9032413 OT 5303%91 5+C83 SKw' 914M 13 Sus w t taM ,Uf Wow M and of Low for ova maw drstambsstan Of or head or representation O U S.O:1081 and 45 U.S.C. 26157, t cv* that the information contained in or accompanying this document is hue. accurate, and cmnpteto. As to the iderclliod section{a} of this dccurruntW which t CWUA pe, ty "My bmth end oto *Wa i eeriin'y as the tompany oftall hawing superviaory mq*Wtoky for tho posom who, sang unite' my direct fthuctans, made the vad&cation that thos inknneum is. true, accurate, and complete .� Thursday, $eptmTi#2rt75, 2013 Authorized Agent Hate Page 1 of 1 9 PPW 313/2433 EPA Farm $700.22 (Ray. 3•ti5) ProAmis Ins eieobwtate: .. - iiES(GNATED FACiI.CiY T4'GEt4,ERAT4R cAmHaihorsMwthe s, pf"Tialovermilf f*r W go swept Oewam the oforaaerriss ,s , UNTF4RM NAtAAp0U5. 4 [ ' R t` 4- 1 ,•«'"•• ,..; d rr. .psge t:. 3. KespxA " 4.1 WASTE Fear CAC 0 0 2 7 4 3, 2, $ 3 1 (8@0} $93.373.9 1 FLE 5 Marxant. AA.'c as owmtow fm mj �i@YYp4rt�bib Monrovia. CA 9,10ig } r ry p (t art Beaetr, &31603 ,'+flea ` ll.S EAAtCttSn^rt5er UT08-41 a0174if ... Mbs Nl tumb y^a •v , 6. �t��'Ropls. IVF'/#uMTY 984.9940. r ROM �If.6Y6A.44 Y1}e sa s�u.sacrr prwanaP ss ,t nc amx a.do +G `zuak m.caxmnaa II.Tote ' lZU10 Na: Tjgn N4f i. - Cuw* WUVOL, ,:r3tpts '• �4(Ck�iffA±.i4ppC3�i8YlA�'4'Et9011B_. ,.i __. �`f�i �#�43VE�"Efi+e9.t'�Y�S�ip.�'lLt�7hY 8Ea5�i, qvl s3t7 f5tlSit}Iil) 2 % ♦ P t ,. tt<S;a�F�+guas�tFxa�d rrla � . '6 G€;#Ei'ARNYFf£FiCR`S E'.ATEtM, z Esi@seuml�'batpya m'�r+uarefa"mx' abySera r &Agg ase. ,.. mmNad ani tled anC a'ak1 dn�rop&rka5xrvsaYl m Ft tebtrte� Mrs.��:.+i`s°a?raeMa�«iac+ �r�,irsnry�tNv�eMemt�s -� [mFltanrrtit Sd t¢rmsW➢»r EA& _ W ,". ., ," , t�d�''�fC`0�ualarduaNriraM.,oaM+trc.YAC'ahM,G'Rr�Y829�abCeiac[:`bt5a+luon64' ". e�ryariCS�f. a 5�d'9tsk%jG hua ,. unaa ux E ;-wwe FF;�Ze ^ L3 t8y,iaa+ey #aknrpiy �'Y ©t* ©ftWWaa ©P&Cat rtej:n lJ FulttgmcYun , .. Msrratftetcren;6 Number. _ � .. ,. fOc,N�:mtaF•eo'Rly(orG emr} ... ' US EPAIO,Nu .. ym � i.. �+axutl�.flVKnCa &xyxx:ltx'sm� LWtt�3 �aaPa�.rxxns' tar, w�4alu ,and ... sy5ers} `.'. t. F6132 r 2U. Reaigra�d Featiytkrm�ar4paamr Ger4flc efrecet<ata�ha3aeiaa ms4Maa xsrem9 Ml acrd: a; &n l `, L1i, EPA Farm $700.22 (Ray. 3•ti5) ProAmis Ins eieobwtate: .. - iiES(GNATED FACiI.CiY T4'GEt4,ERAT4R cAmHaihorsMwthe s, pf"Tialovermilf f*r W go swept Oewam the oforaaerriss EW=� rats a tci�s° LOAD SUMMARY RECORD, INX rs oa 15 LOAD DISPOSAL DESTINATION 1552x. Ib GRO04S . " 0 Ib TARE c55 1b FISPOT STABILIZATION F0RA rF-LL- ._T CA CE SA+ STABILIMON j LOQ DTRACKING INFORMATION IN `t ,..'TRUCK NO CONTAINER NO, COAQAINERTYPE: EO "G ' 1 FS V OTHER 4ED OPERATOR SKINAMME t I I CV141 v-12013 �oa�J GIM lbs. TAE lbs. it SET lbs= rAD COUNT (FWL ONLY)!, 1 2 3 4 IM7412a 75520 IWO 45160 Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHC,'E - Pacit}ty CANARY• Generator = PINK -Transporter GREEN - Receiving GOLD -Operations c m Glean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT. 84029 UTD991301748 (435) 884.8900 CERTIFICATE OF DISPOSAL Generator Facility Name, Newpori Sub Salaa Ord"-: LF778697 Gonarator Address: " 12138. F`d Avenue €kato Received; 97412013 ATTM.WaterfWasta Group MwItivia, CA, 91016 Generetor Contact Na++ts; Coneartor ePA 10: CACM741293 Load fR 13MOO40 Manifest N: 005590693FLE Original Date Removed Unit Serial # t Material Disposal Method of Disposal Facility CHID # From 8orv3ce Type Customer(l) Description Data Disposal 33423738 87312619 DT 234237897 PCa Bdids Fortandflt 87472613 4antlHu Grassy Mountain, UT radktf Under CIVO and CAMInal Ponalt3e8 of Law thr the matang or submission of take of Imudutont statemettts or tapresantationa (16 U.&C. 1001 id ad 15 U,S.C7. 2615},1 certify that the information mnanned in oraccosaparvIng this dooumarG is two, accurate, and complete, As to the tdenti t se-donis) of Mis docurnonttw which t cannotpsraon0y veal y ar to ami accamay. I comfy as Ma company oilast hawing eupoMmy responcla ty for the parsons vrho, acting nndar my dhod instructions, made the varft'icat on Met MIS information is true. accurate, and nomntata r Page I of 1 Thursday, September 05, 2013 Date ..: 7uiRi ' wre F u reRe ttx ' mer. R #7�i3�a -0di tc PPW vvmt EF74 F4n3:SY0fr'rz q:t�rc: sus, rre+s�lz�ns aeo ,rr C1 aaHasbersicas;fie atop"Wasforudwiiiat6s;ttb* waskL%the gmMlores5tzippi . DiStGF&5TEf3 EACA(.IY i0 GENERAT6R WPM KV.4RDOUS' 4. iis,' ' r �3,Mw^,6m ' .a°.,^ :: ° i • y 2Pare fia[. r ��+a k, a.Atag�w'}¢ 5,906.95�� WA$7EM"WESf �'3'9 ' iJ: . �BT8f8 ... - rerltlhNR me. ast5 Re1 F tk 749-40, .17e9safsq tkuna8na s. 45: EP?ii cast iast�ti},. r , iWB�eS�SnnkFiP�l iSfitS4P3}iS , �lt4pr0�Ei+iW g0, U'S<p0T4a1p6`atl>rsM1�riJrt7Waper�Mwre.Liia�dC.tU Nvm6a fO;Car3a7�s li.Tatsl, °' 12;ikA ?3 Ylgsm.CrrCes`'. LISA. Arcy°�7C3+GRt.��'Y}l, ,� 4 ' i+�{A8t-#Ci1k1✓axYPYRit{9 �:,t,1 �{^ �:} Q p 261,', ASSUMO AOO fiPi+lkmSS Can as r Ewvgasuroe's�nam+wlnlue aemmeosv�e" aw.oamnceretyaeaa au7aeaMaaaaaresyse,anaere. •�. 11'0e'k} A'M6ffid Bt �InrepsOmN/per` kii E9 sna •^•� � a#sjpbR Istl6li�e �' v r`x.; icYY'ssA��:v++sw�.�sctir` . u.�{+sm6.3�0�S aroC�ts. Es.A at" fwerm6¢ataatw�Ixa>ira�?n9 iriA9CPri2S2TT(a;A'is,'wi'fia$s�.,: tettawam3q. yx^syis6.- TOT , pp � i7,iYewbxr� a'i±aaxAknE. . r r L1„I* I j f 2Frn`w'YTyFed. ...Rio, OW ts� sD ouoxxr C3,Pry..: ' w idb_ fac t;arGrrsreid} 0.5EPAWttumber i'". Yax 2 .., .� 18. Na+zrdc�Wasta RA(mRk'an' t64z4'=oaCodarpa., carlaspr haxarcfus wwNe treaSneW. &sspu®zt. anarecyv�g eYaisms} ,'. �7 atdFvtUarYrm:lFaatm".. a+w.ai�a'I+a�artws. tsmeredU!'6�a'ks!ettedasm�.4�imniPor J .:.. . EF74 F4n3:SY0fr'rz q:t�rc: sus, rre+s�lz�ns aeo ,rr C1 aaHasbersicas;fie atop"Wasforudwiiiat6s;ttb* waskL%the gmMlores5tzippi . DiStGF&5TEf3 EACA(.IY i0 GENERAT6R Gm txo11etWuTA�V ( LOAD SUMMARY RE66RD LOAD DISPOSAL DESTINATION EISPOT STABILIZATION RCRA CE L1 _ TSCA GSt t _4 .' STABIUZATloN LOAD TRACKING INFORMATION 10117 �� �� 13 6ric7PP£p IFINALCODE RSVIEWEp WFJGM GRIDS }�q MFESt' WELT P&TI 6 tw,G$EJ lb 7 QHS CI lb TAPE ❑A'TS Lt7Al7fJr7. 7698tt lb NET TRUCK NO, CONTAINER NO, aCCM1TAJNER TYPEt.:. (EDY G TT FS V OTHER OPERATOR SIGNATURE . NO INTERIOR 'SIGNATURE 1 2 B 4 5.,0" 64R,ePl2013 WIGS its. TAFS 14. WT 1699 IV271€65 76WO w'0.W YYt++i��iJyy 46320 Clean Harbors Grassy Mountain Facility Tooele County, Utah t WHrrE • Fae ty CANARY - Generator PINK -Transports+ GREEN - Racemng GOLD - Gpew,tons orrar Clean Harbors Grassy Mountain LLC 3 Moes East 7 Mites North of Knolis Grantsville UT, 84029 UTD991301748 {435}884-8900 CERTIFICATE OF DISPOSAL Genardor Faci ty Namot NowpatSub Satan Order#; LF77$f891 Generator Addresa:: 1218 S. Fitch Avenue Date Racefved; 914l203 AlTMWaar'Waste G" Monrovia, CA, 91616 Generator Contact Name Gonaratm EPA ID: CAC002741293 La w o IM930 Manifest ft. 0066MSFLE Original Crate Removed Unit Sertal0f Material Disposal Method of Disposal Facility CH ID # From Service Type Customer tD Description Date Deposal 33423787 9l3r2013 tri, 334237871 PCB SO" For tandfQ 914/2013 Wndfill Greasy Mcuntatn, LR pacirty Under Ctvtf and Cre-laid Penalfhts of Law forth* making or submemn of raise or fniuduwt statements crraprasaniallor4a (is U.S:0, 1001 and 15 U,s,C: 2515),1 certify that Ire tnfonnanon contained in or aceomissr g thin docomartr is Baa, accurate, and compiela As to the fdamillod sociWn(s) of this dorumant for which i cannot pwsonal y verify truth and ,accuracy, f certify as the comparw official having suparrtsory responstGlky for the peraard who, acing under my direr€ tnsmicsons, made the veri%atton that this irrformallon is Sue, accurate, and as Weie. Authorized Agent Page 1 Of i Thursday, September 05. 2013 Date 07701327-OCZ sc ams alsim , 4 Phase priMQr �eaWr as�iio B�b(72�p�'Ai ' ,w�•:'t pis ,<:M. ��", Pm�itAp CaN$'l�n.. Sfl tlN1E0RM HAZARObtls. #• " `741' 93� ' :i g,8 essur . ` la�anmaeg4adCm03i ..': , . 3 S..f"Js�ktli.»i�{(98 yi' i�sfqq��h y b aPlwn« Qrt It bx 7, TamWW 2 nor 41 Graft � '7 04020 ri 'o';d61t�.p11s •. �, , .uTas '+« f43MS94400 . . as 'sn,V.00T'OW� "Wft -MWS4ftNWftM.Vd DRUM* 'aNIIWI . • siTaa os u Y�x came 21 7777 �t sari rssoi. `. � � e t t& flEl{6'RATflR'ERQP.'9C@!t'{y{`ari�Tl6u:�M�•)mbaFik'!&m!'Sb OY�FR OfW��IRB hMy�v.1 Xf}G�eEkdRdak48�R�e�,timB NF@�4{. 5 n ntsaapsoa,amr�eP,�+rau�e�o�araaa�art,ax� �,a�f�mP+use+a.ue�mmfahaa%�ma�fa�na�+i,. 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P L TG GENERA OR Ctearf tiaafif�'� Ftas Fha.aarrmariate nemr�s fax and w{Ff �cai� rn„ �a � axn. rd atsw UQ _ GM Clean Harbors Grassy Mountain Facility, T000te county, utan 11 wHrm-Facmv CANARY -Generator PINK -Transporter GREEN-Roc*wng GOLD --Operations ,.r Authorized Agent Pagel of 1 a venaca on Thursday, September 12, 2013 Date 1001 Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville til, 84029 UTD991301748 (435)884.8900 CERTIFICATE OF DISPOSAL Ganaxator FaOty lame: N*wfr±uk Sub sales 00144:. LF7781097 Genoraw Address. 12189.. Fifth Avenue Data Rfzsrved: 91012013 ATTN,-WaterE4 Ola Group . Wwova, CA, 91010 Genarstor Cones Nama:. Generaior ERA 1#}., C±tC002741293 Load A 13007018 ma nrta4t #:.. 000890098 FLE Original Vita Removed Unit Serial 01 Materiat Disposal Method of Disposal Facility CHID# From Service Type Customer ID Description Date Disposal 3 W=0*3 CSA =50OMFLE,321 PCB SWRIS Fat UWM M013 ianM G+aaay5t4eantatn. Ux. F Authorized Agent Pagel of 1 a venaca on Thursday, September 12, 2013 Date 1001 iFfs Sc ata I • ., fiptfirAp.r t"R,dS Yixs. it�4'-0G39 EPAfuern 2?CO--12{Rek::3431 Fr4ft44e5sW4 W-abunefias,DS$IGNA"FED FAglLrTY TO GENERATOR Plaanti *gfthsstheapw*&r eg . 3Ssfnrandvelasaapt*0wauefhegtnvratarissl ppiog. UNIFORM 8A7AROOUS' � �''� . • ••` re � E.*r ii'. Phmx1 C. a%onYcsr , achm9tmanaer FLE WASTE MANIFEST > G A C 0 0 2 7 41 2 9 a, 1 (34±if} 4 i4P� 006599699 t JW S, •. S' ATtWa aFlWa m Gr nhhaii CA 1IMS �`�+�" Zi// ,i +y, z7 P GCriCt9AlfC pFitF"g. / 7 %; rares,•iam:. U.S EpAAth+nau Rama #dialfs ssga t9f n ry s CAROOO2S1560 $. aMy14"W4STaAMnae T,..` ifarlt�t"SQia iti:lf.` £i•T i?'� 91.E t717 d�S . , G . VT W29 F 'tFMae: (43518944W 9e.+4iS,4dT4a�piN'mmjhrtudl'ylp8higNamm;lis'raidCau rCl ldDnha; `fO;Omtmhers i1.Tw,J2 Umi o mujf:RIM£ c*PLSiiNV.PC+iSw=IDWASIt,DES lF,'it 01f l4SS}Im#ld+Frt',5b11•PP PCBSCaI!'WEi lLx t }#SOMA ;,p4tl SYnCACgCi}9 Cqm .. 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J+&-a-:.+Y L•.,, !.IEH �C ..i ;�jiyaNA�� a� n Clea Ha� G__, sy [Mountain Facility, Tooele County, Utah i i WHI` -Facility CANARY-Generator PINK-Transporter GREEN -Receiving GOLD-Operations aeras # Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville LIT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Canaa2w;:*--yNarw. NawportSub CanaratorAd&eas: 1218 S,. Fifth Avenuo AT fN:WaWtU"laste Croup Monrovia, CA, 91016 sates Ordar#i:. E.M81697 Date Received:. W512013 Ganarater Contact Nome,, Oanarator EPA JD: CAC002141293 Load #-" 13006989 t.Wftst #: 0065M99FLE original Date Removed unit- Serial V Material Disposal Whod of Disposal Facility CH ID O Prom servics Type Customerlo Dwacription Date Disposal 3344x'36 8€4+2013 our LE.33i PCB 'ra taren 9=13 LWOR em"y sownwn.uT Fads%, Under Chit and Cdrrinat PenaB[es of Law for the making or subrMssicn offalse or fraudulent sataments or represerewfions (18 U.S.C. 1001 and 15 U.S.C. 2615), f coffify that the information contained in or accompanying this document is too, accurate, and complete. 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US.E�aD aaytq� .. fY�toYaecG ziTraitspo iq Seevi s „' C A RIOIQ 41 S i& S 0 zcu�aanYNa;tix . us. � LLC • �a'S.'d mw •. +F +n Sa. 7 s#his mf sin s tr ti v* v a a v x r+ a � 9 r,LrNF i�P:P'll"i4WVr! .. . ab,US.RUYyD„e, ryticnypQnckyi+g'PtoAe�5txD6�HNgme. Nst dA"ts6 SDP ambey ,and �asYrg43r @ tU.. 1a TW gt?w.�ft Ys', Index. N�.. T'jG'R NAa Yta ppb .. W Yt'.....wtw .. .Resin ZARDcsitsWASMsot,tg%Ot -om .. WATWD KSFkSLi$t#SFMS9CtaID &SOit,. ASB >500PPM fM8 09CENO-77 14 �,udal va(aiWBonui 7ntGtt�rir, •+ .. , +a c Ntr Rs Attcm t t o'�ssa#aes Preaaaa VA srrardb .aw;n '�1+'sa .k` ,- � And �srs'paoersi�V�n �iNUaf -, . ... Yasd arca^ ear . .. N.aw+A L.ttm�rtio'%8. ^'o ; EwwtSaicUS, PornmfaahSe�m4. • ., ,�,,,w;_ I�S9prw'fifY Wm .��,s ~f „,,+ - ' /'.. � �. /� ' niesPoasR . 7Pev' ✓. Y t8a, 'y nrt'n ©iggs - l.J fid, ifs tam „"t d LLr iA r OF Wl' f>fW- r ` 1 LL sFMMro: �p iBC. $14atFYB9t (tlr G�MB2@#} `'. MOM � p 18 Ytsm�dia:..: Gr�xQ..n,.a�a�tws�ux `S darr,mdregx:Ny�. } - 1• ia31�^ 3. 3, t a nueilfestesA,ttas:a&�fn 20.+asipnffi.ce1F,yQavrar'on)�rdmr.'CarhKwUmetraMMnaurCo..s ma.•.a�scptAetl 6ytlre Rrsn 9&n75 ,:1 EPAfa RW-U(Rew.3-05a P.avmusedtimuaamobs>lft gESiG�iEATEBfA6ft1TYTOCsEtYE,RA1'OR ofo=i Hal"Isb0the8"T"datapetm*sfor a a ae ow wago If" girwrator is swe"UL GM ENVIRONMENTAL $EAYICE$' LQ� i3 �U9Uf�liA�iY �i�C�QRD 9.33 09 fj s 11 737226 lb WOOS LOAD DISP68AL DESTINATIQII . 9 lb TAA 4 j nno ib NET 17SPOT S7AMUZATION RGGEi.i._�TSCA CELL STTAABUZATION EDG TT FE V OTHER t 2 S 4 TYPE: .INTERIOR , �OR TU$E DATE n ef-s : "-31 'a . .DATE I I i .. i n , n U -U 1 . h Al . „ nrz .A N. A _ YI % _ _ . _k 'l._. 1-11 Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHrrE=Facilily CANARY •Genemior PINK -Transporter GREEN - Receiving .GOLD - Operadons CHI ma r• 'nrt'> f'-�pryK�y��ryry3�Ja?p7P�}}S£(U,,iSl'. s lGv10 i 120 I U540 t. W lbs. 407W TYPE: .INTERIOR , �OR TU$E DATE n ef-s : "-31 'a . .DATE I I i .. i n , n U -U 1 . h Al . „ nrz .A N. A _ YI % _ _ . _k 'l._. 1-11 Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHrrE=Facilily CANARY •Genemior PINK -Transporter GREEN - Receiving .GOLD - Operadons CHI ma Clears Hatbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84025 UT0991301748 (435)884-8500 CERTIFICATE OF DISPOSAL GanaraW Facility Nama; Ftewpot Sub Sales OrsWrt LF7781697 G Adftw, 1218 $. FM Avenue Late ilacawet� 91&2413 ATrN;WaWWaste Group Mcnrovla, OA, 9101X Genaralor Canota Nama: GerataSar EPA Md CAC002741293 two* 13etst3m90 _.... Manlftstjk tlpe"aSIVO1FLE Original Date Removed Unit Sartal#1 Material Disposal Method of Disposal Facility CHID# From Service Type CustomsrlD Descriptton Date Disposal 412013 CM 006500701FLE•341 $ta SOM For Lmdit 91=2 LaNfla Gwasy MWOUut, Ur F Under CW and Crirzd d Renames oftawtar 9,,em and Is U.s.C. 261 Si, i omtry that the Infdrmadon. c IdonlMad $odor%(a) of this dataanant far whioh i cei rasp far the persons wha, noting tmcerMy t • ��((i,,fF��l{{r��,,.,, � Pala 1 of i Thursday. September 12, 2013 Date 3001 } • • 11 i,er. htru , i O ION TEST ASTM 015.57 Project Name; SCE,Ne fort Beath Tasted By ; 0 Pgueroa Date: 08(16/13*. Project No.: 503404-008 Input By : J. Ward V Date; 08/,20/13,,,,__ Boring No.: N/A Depth (ft,) N/A Sample No. ; Import from Hansen Quarry Soil Identification: Ohne poorly graded sand with silt (SP -SM) Preparation Method: 8 Moist 8 Mechanical Ram DIY Manual Ram Mold Volume (W) 0.03310 Ram Weight =10 /b.; Drop =18 in. 2195.0 C2 Maximum Dry Density (pcf) } Optimum Moisture Content (%)F___775__1 PROCEDURE USED ® Procedure A Soil Passing No, 4 (4.95 mm) Sieve Mold: 4 in,. (101,6 mm) diameter Layers: 5 (five) Slaws per layer : 25 (twenty-five) May be used If +#4 is 20% or fess rl Procedure B Sail Passing 3/8 in. (9,5 mm) Sieve Mold : 4 in. (101.6 mm) diameter Layers: 5 (Five) Slows per layer. 25 (twenty-five) Use it +#4 is >20% and +3/8 In. is 20% or less M Procedure C Soil Passing 3(4 in. (19.0 mm) Stem Mold : 6 in. (152.4 mm) diameter Layers: 5 Give) Slows per layer: 56 (fifty-six) Use it +3/8 in. Is >20% and +3/a in. is <30% Particle -Size Distribution: ;;:;::; I j Atterbe Limits: 140.0 GR. x 2,75 GR. 2.90 GR. = 2.95 135.0 I 125.0 120.0 V u 5.0 10.0 moisture content (%) 15.0 20. !AX 9npar( rmm Hanvm auazryl5ampl 08-15.13) `TESTS for SULFATE CONTENT CHLORIDE CONTENT and pH of SOILS Project Name: SCE N�wpart,peactj_ Tested By ... . AII'Santosl_ Date: Project No, 60314,(04-008 111.11 Data input Sy: " ),#ard—1 Date: Of Wt, Of FM in P14 TEST, DOT California Test 5321643 plfyMue 7.79 Temperature OC 20.7 1 Import from --, ............ Sample Deptbjf) M==, On Soil Identification: olive spsm 315,00 -- — - ------- D Wer ht of 5rnt + Container 311 ,20 _Niel tt of Container {}6S . . ... . .. 70 L79 Weight of Soaked Soil (g) 100,00 Of Wt, Of FM in P14 TEST, DOT California Test 5321643 plfyMue 7.79 Temperature OC 20.7 1 SOIL RESISTIVM TEST DOT CA TEST 532 1643 Project Name- SCE Newport Beach — ----- Project No. 603404-008 Boring No. N/A Sample No. Soil Identification:* Olive SP -SM *CafifOnriia Test 643 rettIfires soil specuttens to consist only olporlions of sampt, testing Therefore, th4 tot method may not be representative for coarser mater Adjusted i Resistance Specimen Water I Moisture I Soil N i Added (ml) � ' Reading Resistivity 0� i Content (Wa) (ohm) (ohm -cm) 3900 Tested By A. Santos Date. 08/1 j3 Data Input By: 3, Ward Datwl , 98120/13 Depth (ft,).* N/A the No�8 US Standard Sieve before resistivity Min, Resistivity Moisture Content Sulfate Content Chloride ContentSoil PH (ohm -cm) (ppm) (Ppm) PH Telco. (0Q 001 CA IeFA 532 J 643 i DOT CA Test 417 Part n DOT CA Test 412 DOT CATest 5321643, lima 7t,-':7� .. 10wo .. . . . .. I -4 9000 .. . .. 6000 y ILI 4000 3000 no 50 SRa 15o 20.0 111b 0 30,G Moisture Content (%) nll {In Archive} RE: FW: Pre job meeting ri John Johnsen to: Vitlalobos, Rafael 08116/201303:36PM R Cc: "Delatorre, Mike, Mark Passe4ni Agohive: _ Th s message is being viewed in an archive., FOR INTERNAL USE ONLY Thank you Rafael, The results look just ftne. This material is acceptable for use for backfill at the Newport Substation site. No TPH was detected, and aside from the arsenic, the results are well below the CHHSLs for residential use. Since the arsenic concentration is less than 12 mg/kg, there should be no concern with importing to sail. Much appreciatedi John R. Johnsen REHS Southern California Edison Corporate Environmental Health and Safety Technical Services Division, Hazardous Waste Section 1218 S. Fifth Ave. Monrovia, California 81016 Phone - 626.462.8721 Fax - 626.462.2583 Mobile 626 756.6403 Pax - 74721 F' "Vdlalabos, Rafael" j9r; Johrt'sott Attached are the analyiicai result$,' " m 681j 61201,393,1*24'PM From: "Vitlalobos, Rafael"<vlllatobos.rafael@cieanharbors.com> TO: "John.Johnsen@sce.com" <John.Johnsen@sce-com> Cc: "Delatorre, Mlke"<dalator;e.mike@deanharbors.com> Date: 48116/2013 0314 PM Subject: RE: FW: Pre -job meeting Mr. Johnson Attached are the analytical results you requested for the Hanson Quarry backfill material (Fill Sand). Please review and let me know if you have any concerns. Regards, From: John.Johnsen@sce.com [maiito:John.Johnsen@sce.com) Sent; Wednesday, August 14, 2013 10:26 ANI To: Vitlalobos, Rafael Cc: Delatorre, Mike Subject: RE F1N: Pre -job meeting I would like to Part of what I am doing is trying to get some data on the various sites so that if they come up with good results, we can pass on sampling them in the future, t do not believe we have data on this quarry, so let's go ahead and have a single sample run for the metals only. John R. Johnsen RENS Southern California Edison Corporate Envkonmental Health and Safety Technical Services Division, Hazardous Waste Section 1218 S, Fifth Ave, Monrovia, California 91016 Phone - 626,462.8721 Fax - 626,492.2583 Mobile - 626.756.6403 Pax -74721 Fmry "`W IeWas, Rafter <Y8a v5os rsfaet�ac'eanhaH o < am> cc *:?)Owoue, Mike ^� srxr�mNce�daanAarimrs co: -ns Date'. 08(14=13 1023 AM Subita RE` FW,' PM tab meabng I w411 receive a S gallon sample ofthe Fill Sand tomorrow and I will send some of it to the l.aboratory for CARL! Metals and TpH COD; I did not request a sample of the gravel since this will actually be a K "crushad rock. Do you want me to request a sample and analyze the rock as well? From: JahnJpt ijjgntcssce.com [mailtnaohn,Johnsen0sce court Sent: Wednesday, August 14, 2013 10:13 AM To: Vitiatobos, Rafael Subject: RE: FW: Pre -job meeting Hi Rafael, Lars keep it simple and go with what: is being planned. if the Hanson Quarry material is homogeneous in appearance, iers have a sample run for metals (60108d747A), and one for TPH (8015M Carbon Chain break-dmxvO. if more than one type of material will be used, such as sand and gravel, have the tests run on each type of the materials that will be imported, If the sample looks like it contains materials from various sources, give me a call to discuss further. if this occurs, I already have over 20 megabytes of lab data for samples collected at the Vulcan site, so if the Hanson material looks questionable, we could discuss using the Vulcan site, and whether any additional sampling woubd even be needed. 1 hope this helps, John R. Johnsen REHS Southern California€dison Corporate Environmental Health and Safety Technical Services Division, Hazardous Waste Section 1218 S. Fifth Ave, Monrovia, California 91016 Phone - 626.462.8721 Fax - 626.462.2583 Mobile - 626.756.6463 Pax - 74721 From, "Vilialobos. Rafael" <yili I�o�^as rafae!(itic4aanharbors aom> To: °Sohn.Johnsgn@sca aom" <,lohn.JohnsenQ .ccm>, flichardWitliams <rMfliams(Mle[ahtoncimua eom> Cc Dian Chandra < ,&handra leiahtonarouo.co >, "Mark: Passarinitdzsm.com' <Mark PasaadnlRsce.com> Dataa 08/13!2013 04:01 PM Subject: RE: FW: Pre job meeting According to the West Coast Sand and Gravel Rep, the Hanson Quarry in Corona is the quarry from which the fill sand will come from. I can request that the material be sent from the Vulcan Quarry if this Is will streamline the process? I should have a sample from Hanson before the end of the week. From: 7ohn.Johnsen@sce,com rmatito John.)ohnsenColsce.com1 Sent: Tuesday, August 13, 2013 3:28 PM To: Richard Williams; Viilalobos, Rafael Cc: Djan Chandra; Mark.Passarinitalsce.cc Subject; Re: FW: Pre -job meeting Hi Richard and Rafael, We did a significant amount of sampling at a Vulcan site in Corona three years ago prior to importing soil to one of our sites. If this is the site being considered, let me know and I will review the data and see if we can either limit or eliminate any pre -import sampling. Thank you, John R. Johnsen REHS Southern Ca;tfornia Edison Corporate Environmental Health and Safety Technical Services Division,, Hazardous Waste Section 1218 S. Fifth Ave. Monrovia, California 91016 Phone - 626.462.8721 Fax - 626.462.2583 Mobile -626.756,6403 Pax - 74721 From: "Richard Wiifiams" <r_vri1hamsQle1ahtonoroua com> To: <Yllialobos.raraakMcleanharbors.com> Ca: <John.JohnsanOscexom>, "0]an Chandra <dchondra0folahtonamuo.com>, <Mae&.Passarinipsce com> Date: 08113/2013 1157 AM 5ubjecC FW: P*ob maeNng Thanks Rafael, Also, be sure to touch base with John Johnson regarding the environmental sampling, See you on Thursday. Richard (Dick) Williams Leighton Consulting, Inc. 17781 Cowan Irvine, CA 92614-6009 Direct line! (949) 681-4256 From: Villalobos, Rafael fmailto•villalobos rafaeiP-cleanharbors coml Sent: Tuesday, August 13 2013 11:53 AM To: Richard Williams Subject: RE: Pre -job meeting I called the provider and they will have a 51gal bag sent tome from the quarry before the end of the week or sooner. The quarry is located in Corona, couldn't get an address.. From: Richard Williams rmalito:rwilliamsO)feightongrouo.coml Sent: Tuesday, August 13, 2013 11:38 AM To: Villalobos, Rafael Cc: Djan Chandra Subject: RE: Pre -job meeting Thanks Rafael. Don't forget to bring the import sand sample for LCL Richard„ {Dick) Williams Leighton Consulting, Inc. 17781 Cowan Irvine, CA 92614-6009 Direct Ikre: (949) 6614256 From:. Villalobos, Rafael rmaiitoroiitaiobos rafaeitacieanharbors cam] Sent: Tuesday, August 13, 201311:36 AM To: Djan Chandra; Mark.Passartnt0sce.Com Ce: Detatorre, Mike; itc gl(.pdaCasce.com: Richard Williams Subject: RE: Pre -job meeting Gentlemen, We are scheduled for Thursday 0806 at the job site (alley side). Wednesday was not possible for the City. I will see you than. Thanks, from: Viltalobos, Rafael Sent: Tuesday, August 13, 2013 10:48 AM To: 'Djan Chandra'; Mar .PasgarinlCasce.com Cc: Delatorre, Mike, mitcheil.odatasce.com; Richard Williams Subject: RE: Pre -job meeting Great, I will schedule for Thursday at 0800 and ask about Wednesday. From: Djan Chandra rmailto:dchandra[ac ig ighton rt>_oup.coml Sent: Tuesday, August 13, 2013 10:12 AM To: Mark.Passarhl(3)sce.com: Villalobos, Rafael Cc: Delatorre, Mike; mitcheli.odaOsce.com; Richard Williams Subject: RE: Pre -job meeting Hi All — We can keep the meeting as scheduled (8:00 am Thursday). Dick will attend and I will have another engineer attend the meeting on my behalf. I am open Wednesday morning, If we would like to reschedule. Djan From: jvtark PassarinI@)sce,com [mailto�Mark PassariniCasce coml Sent: Tuesday, August 13, 2013 9:22 AM To: Villatobos, Rafael Cc: Djan Chandra; Delatorre, Mike, 'mitcheil.oda@sce.com'; Richard Williams Subject: Re: Pre -job meeting As you know, it has to be by Thursday in order to start on Monday. Is Wednesday a possibility? Mitch is out and I am booked, but I could push a couple of things to Thu and come tomorrow early am or mid- to late -afternoon. From: "Vabilobos, Ra[aet" dg.Ace afacd� c rrs To: '"rniiarrstetghtangro¢p aois,^'<nvnitama d ht d3?,4.0k>.Mark.Pasearfce';sae,com'",��sannscss�m 6c� ^dcAandrat�)eigh;ongraop.com"' <dchandraCa7eiohtonetrauo r,,>, "'m€:cheli.oda�sescom"° <r�i[chsPSadstaZace.corn>. "Daatove:Mike <d mike�seasxi�asbass.�uxn> [late: 06fss,20i3 09,,01 AM Subject. Re: Pre -lob meeting Gentlemen, I called this morning to schedule the pre -grade meeting and was told that they had already scheduled us for 0800 on Thursday. is there any way someone from LCi can attend? Otherwise we will need the schedule for another day. From: Villalobos, Rafael Sent: Monday, August 12, 2013 06:21 PM To: Rchard Williams <nvS(ta to4ieErJPttQp@? W5 ? MarkP s itnis .com < Mark, s riniOsce.com> Cc: Dian Chandra <dchandraCQlei9htonoMgp.wm>; Mitch Oda (!r#gjlePl.od fol ce.cam) < Mitchell:odaosce.com> Subject: REc Pre -job meeting I will schedule for 10;30 From: Richard Williams [mailtQ�,twflliamss4MIeighWlgMu .corn) Sent: Monday, August 12, 2013 10:48 AM To-, M2rjt,..passa.camr Villalobos, Rafael Cc: Djan Chandra Subject: Pre -job meeting Team; TLrris out that LCDs two key people on the geotechnical side have another pre -job meeting Thursday morning at 8:00. Can we schedule the Newport Beach meeting for 10:00 or 10:30? Mark, i seem to recall you mentioning that you had another meeting early afternoon that day. Richard tDickl Williams Leighton Consulting, Inc 1718: Cowen trvine, CA 92614-6009 Direct line: (949) 681-4256 [attachment "Hanson Quarry Backfill Resaults.pdt" deleted by John JohnsenfSC IX] ADVANC ED& TCCIIiiiOLOGY L A k5 0 R A a` 0 R I t 5 August 16, 2013 Ratak$ Villaiobos Clean Harbors Envirrnunental Service 2500.E. Victoria Street Crampton, CA 90220 Tat; (3323) 833-51160 Fav(310)764-5863 Re; ATLWork order Number t 1302446 Client Reference: NEWPORT BEACH Enclosed are the results for sample(s) received on August I5, 2013 by Advanced Technology Laboratories, The samplo(s) are tasted for the parounwers as indicated on the enc;osed chain of custody zit accordance with applicable laboratory certifications, The laboratory reaults contained in this report specifically pertains to the sample(s) .5ulimined. Thank you fur the opportunity to serve the needs of your company, if you have any questions, please feel frac to contact me or your Project Manager. S=nceraly, Eddie Rodriguez Laboratory Director lass 02107CA 101'56 CA300003 7104704507 `f Fw cower few, and the rase narrative me an ;ntegra; part of tail anal),hat ref*rtand its absence raiders rte report invalid. Test tvwlts cocmcaod w thin this data packzgs meet the raitcn-rnants of :te Notional Environmental Lkormorg A=e6c%Von Co.temwoe and/or applicable state-specif c conificatioa pragraanis. The n.port cannot be optoducod without wriUu pemsission frown the client and Advanced Technology Laboratories. 3275 WalnutAvanuc, Signal AElt CA 90755 +7001: $62.989-4045 +Fite: 562-989-4040 %wiv.oflglobotraxrr Certificate of Analysis Ctean3'3acborsEnvirouruentatsorviae Prq'eeNumtur:. NE PQRTHEACH. S 25Q01;, Victoria S€rect i2epur.7o i. T{afieeF Yi!lalobos t Comptan,CA90220 Repu^rad! 0Ht30t'2013 SUKNIARY OF SAMPLTS Smr;ple ID Laboratory ID Matrix Date Samp;ed Dem Received sSj 100244"1 SOU VIVO 12:00 &3`15133 12.:27 3275 WAInUlAvenue, Signal H114 CA 9075S • Telt 562-989.4045 - Fox: 562-989.40401 mm. atlgfalta eein f i Certificate of Analysis Clean Harbors Environmental Service Praec3 Number: NEWPCRTBEACH 2500 E. Victoria street RepattTo: Ra(nelWlalorbos Compmn, CA90220 Reported: 08116/2013 Client Sample M (f FS) Lab M: I302446.01 Title 22 Metals by IMAES EPA 60108 Analyst: At.; Result PQL MDL DalarTime Analyse (mg/itg) (milft) (mglkg) Dilution Batch Prepared Analyzed Nates Antimony ND 20 NA 1 153MAR uwiI uU13 UWLWIa UY:Ii Arsenic 9.3 I.0 NA I 133M302 08115!.20'3 (1811&1309'.11 Barium 110 t0 NA I B3H0302 08115)2M 0871,61130911 Beryllium ND 1.0 NA t WHO= 0811512013 0811,6x7909:! Cadmium ND 1.0 NA I B3HO302 081ISt2013 08/1611309:11 Chromium 6.3 1.0 14A. 1 83H0302 08/15=13 0811&1309:11 Cobalt 8.1 10 NA 1 B3Ii0302 OVIS12013 0811611309:11 Copper 7.6 20 NA 1 03110302 08/15/2013 08116/3309. it Lead 12 14 NA 1 MEW 08715!3013 0811&3309:11 Molybdenum ND I'd NA 1 B31".0302 0811512013 0811&1309:11 i Nlcl(el 4.0 10 NA 1 MOM 08/152010 0811611309;11 ' Selenium NJ) 1.0 NA 1 MOM 08/1517013 08/1&1309311 Silver ND LO NA 1 WHOM 08115/2013 0811030941 Thallium L4 LO NA I BIP0302 081152013 08/1&1309:11 Vanadium 27 1,0 NA 1 83HO102 081152013 0311611309:11 Zine 50 20 NA I B3H0302 68IMO13 0811611309:11 xKcr-ury byAA(Cold Vapor) EPA 7471A Analyst: VV R=hli PQL MDL Datelrime Analyte (m8/k8) (mgtkg) (mg/kg) Dilution Batch Prepared Analyzed Notes Marcum ND 0.10 NA 1 B3H030a 08/15/2013 0811511316:21 Gasoline Range Organics by EPA 80198 Analyst: DP Reswt PQL MDL DatiuMott Analyte (mg/kg) (mg/kg) (mg/kg) DPution Batch Pmpamd Analyzed Notes TtR Hydrocarbons: C4 -C12 ND 10 NA I MKP307 08/452013 U&13/13 z?:L1 3rxrrogme; 4Uronrofluwnbenune 106% M-150 WHOO7 08!152013 0811511320:17 Hydrocarbon Chain Distribution by EPA 8015(M) Analyst: MER Result PQL MDL _ Date111me Amiyto (mg/kg) (mg/kg) (mv}kg) Dilution. Batch Prepared Analyzed Net" T/RHydrocarboma C8 -CIO ND 10 NA 1 WHOM OSTIS12013 08/1511320:00 T1RHpdrocartious:CIO•C18 ND SO NA 1 WHOM 081152013 08/1511320x00 TIR Hydrocarbons:C18-C28 ND 10 NA 1 Willing OVIS4013 0811511320:00 3275 WafrusrAvemre, Stgnnl Wly CA 907S5 •Tel: 562-989-4045 • Fav: 562-989-4040 • www.tttlglabaLcom 4A 060,01 G'trtificate of Analysb Clea-, Haftrs Service Prgiect Numlwrc NTWPOITPrACH . 2500SVictom SUM Report To: Rat'aa1Vt Wabos Compator„ CA 901,20 Reported: @$130.+2013 Client Sample ID (IM) Lab ID: 1302446-01 rtyurecaruon t- am unrnonnon uy LrAavi�tm) Analyst: MFR RnSwt PQL ASDL Dat fTwn Analyte 0814) Onwks) (Mgu Diwoon Bede Prcpmod Analyzed Now TR tpv C23 -C36 No 10 Vd I SM298 033lSCAt3 U1'1Al1Y 20-M TkR Hy&=rZ-om C3Sda`0 No 14 NA 1 331,10299 OVIS12013 03t`ISM 20:00 'rt:AHvdroner"aarto. C3-C4alatJM) ND 10 NA 1 133=99 W:5,2013 OyISA320.10 5lrrtvgyaae•p.T¢r, atxyl 10f 4e 55-1S3 01HO293 091.1V20t3 02'1511320:00 3275 WalmdAveme, Signal H711, CA 90755 • Tel; 582989-4045 - Pint 582-9894040 - wa w.adgla0at com AO. -Foo Certificate o€Analysis CiosoHarbors ZtvimnmeautServ(se PmlecrNuirlo NEWPORTBEAC14 2500 E. Victoria Street ReportTo;: RalselVilinlobos Comptoa , CA 40220 Reported :. 0$11512413 QUALITY CONTROL SECTION Title 22 Metals by ICNAES EPA 60108 - Quality Control Result PCf„.,.,.,.... Spike Soume 84 Rcc RAV Armt..e (r xg) [irkAt Le"I 3Erxxatt °A Rcs Limits I*D Lmt 34taN:r Batch 83110302-E1A3050D Blank (8380302-BL1i1) Ptepmrad $/15W 13 Aaa(yaedr$l1692013 Aximony No 2.0 «O.=0 Armelie Ni Arscnic 46,1952 Barwm NO 10 YR. Bvylkom Nil i:0 YR Cadmium ND =10 NR chmmium ND #. o NR Cr4mtt ND 3.0 NR Coogsr ND 10 NR Lead VD 1,0 NR Motybden°arm ND 1.0 tpi. Nickel NTJ 1.0 NR Selemium ND 110 NR SRv3: ND ; 0 NR Ths t cmt ND to NR VxAd.,emn ND 1'0 NR. Zinc N'D LO NR 3,C3 (03114302 -ASI) Prepared: $11512013 Analyzed: Sll( W3 An&mcny 4,6,5430 2.0 «O.=0 93,1 80-120 Arscnic 46,1952 In 50 u"006 92.4 $0.120 sman 45:90" 1.0 900.09 9718 80.120 Beryl-ium 4$.]522 to 30,0008 96.7 &0- 320 Cadtnimlt 45:$36$ 1.0 $0.0400 91.7 $0.120 Chromium 494219 Lo 50 com 98.$ $tl-420 cobalt 47.8999 1.0 so W110 95.$ Caper? 47.6316 2.0 50M4J 95.3 80-120 Land 47.4'113 1.0 SPi tlfA'k3 9419 "-120 Molybdenum 48+4458 1A 50-0003 969 $0-120 Nickel 468980 1.0 50,0000 93.8 90.120 Selena 471.6$7 lA 50.0000 86:3 $0.120 Sows 42.5196 1.0 56.0000 n1c $0.120 77raaiaut 48,4;83 it 5%;.42 x) 96.8 to.120 Vmabum 43.4057 LG $00000 Siem.$ $0-120 %.nw 43.143$ 1.0 $0.0000 54.3 $U- 3o Mahtix Spike (03110302-1,1SS) Source. 1302438,02 prepared: $11512013 Aaalyze h $1160013 Ara,xnooy 81.10$4 20 Mao 0.228417 66.3 21.109 Amne 113.699 1.0 125.000 $.:39517 4.4 55.102 oarium 163.721 p.0 123.1YOfii $6.09aa H6.1 40 1.30 SeryYum 103.12t t0 125.000 0031334 86.2 6t;-104 .1275 WYatnrrtAwnue, Signal WIt, CA 90755.7ek 562-989-4045 •Fox: S62-989-400 • wn=w.atlgtobal.canr 41 00-1010 Certificate of Analysis Clow, HarltorsEnvitonlncaatmlService PmtctNumbe-; NBW'PidRTMACH MO, E-VicuiliaStreet RtportTo: RerulViltalo'ans O)mpton, CA 90270 Reported; oall&2013 Title 22 Moult; by ICP -AUS EPA 6010B- Quality Control (cont'd) Result PPL Spike senaae 8%Rec RPA Analyte mt g) (mb'kg) Level Reatdi e%Roe Liadts RPD Limit Notes Be tell W00302- FEPA 3030:1(umtinued) Matrix Spike (53114141 -NISI) -Continued Sourcnt 13024M,02 Pmpamd: WSW* Msiyud V1612013 cedmiM 100533 1.0 125000 WD 80:4 52.100 CBrrunitnt 122°382 LO 125.00 k4 19P 85.6 53-113 Cobalt t10:9S3 l.0 12,5.00 6.53202 83.9 $2.104 Copper 127.132 2,0 125000 117290 91S 51.122 LAW 107,733 1.0 125.000 5.02270 822.. 51-106 MiMytalennm 1061% Le, 125.000 0.269569 857'. 55-103 ddicktl 1"220 10 125.:300 00.9539 811 at. tit. Solmitan 92,15054.Yt. 125000 NO 74.4 53-l04 Silver 1,4242 :,Se 125000 NO 89!9 61-109 2Ls1tilm 101.246 k.0 125:OM 0653643 $44 44-103 Vanad a, 139.662 1.0 t25if00 28.2593 89.1 55-115 Zine 133:.123 1.0 Molso 33,1552 80.0 24- 130 8datri, Spicae Dull (aM1"WIAt2 I) Source: 1302438-02 Preparc'•.81t5t2013 ayxad 51161X013 AnWcny 86,5749 20 125:!.'00 0..228417 0.4 21- 109 4.55 2.:1 Arsvit i.5.t 17 IG ;2.5w $.!3950 85.,6 55..102 1,24 20 Hait:um 164683 1,0 i26.V:410 56.0972 89,9 40-130 0.587 20 Bolykum 109,250 1.0 125,000 0131334 87.t 60-104 104 20 Ceminmai 100.578 1.0 125.000 No 80.5 52- too 0.0441 20 chrumarn 122.952 1.0 125400 14.!898 870 53-113 0.455 20 co[+n10. 111.843 k 4 :25.000 6.13202 84.6 53.104 0.799 20 Copper 127.789 210 U$.ow 12729+7 92:0 51-122 OSid 20 Lead 108.858 1,10 125.coo 542270 all 51-106 1.04 20 tYaaFy'4de+wm 137,387 :o 125Irm 628.956$ 8S.T $5- 105 0,543 Til Makin 115,367 1.0 125,00 10.9539 83.5 41-112 0.467 20 setmium 97.6842 Lai 125000 ND 78.1 S3.104 545 20 Silver :11.484 1.0 125000 ND 89.2 61-109 0.217 20 3`11a11tum 102,792 1.0 125,000 065SW 81.7 44-103 115 20 Vamielium 140.726 14 125,000, 282598 9P.0 55-115 0.759 20 Ziac 133.564 10 12500o 33.1552 $,a i 24-130 0331 20 3275 WalnutAvexue, Wgitul Hill, CA 90755 • Til: 562-939-4045 • Fax: 562-989-4040 - rvly adglohal..com 411, t ertiflote of Analysis Cimsn Hart+prs l;;zv4romnenral So:' m Pro)ectNumber; MWPOF:PI31F.�ACH 2F00 E, V'itiorla Street Report Ta : Read Villalobbas Compton CA.C+iTM Reported: 08116,2013 Mercury by AA (Cold Vapor) EPA 7471A • Quality Control Rtsult PQI. SpM Soiree %Rae RPD [Aadyt. M8d`h) WaN) Level Rellat %Roc Limits RPD Limit Naas ! Batch WON" 7471. 1 lTtunk(MM304-MXI) ,l>ercury LCS (a3kt930d-a91) Mercv. y Mxtritsow ga3I11t34d4tsl) Mc e* y Matri"pike Dup (MI105044 45DI) Merta'y rostspiht (E3240304-PS1) Memory 3.175 Wabud Avenue, 3tgnat Rill, CA 907SS •TeX: 562-9894085 • Foe: 562989-4040 - n,;vw, nttgtPbaLeam hrpsr d B.'ESA'3tYi3Mzh}zed 8113t2,+t.7 ND 010 Prepared: Stl5200A:+alpzed'.: 945512013 016180t 0.10 0,&33333 )03 80-:20 Source; 130244$.41 PmfWtd'.. 8111 M 3 AVMa,YZcd, V15/2013 4897602 0.10 0833333 00VW5 Sol 70.1336 Scum; 002845-01 Propend 875562013, Analyzed, W92013 0.397838 Of0 0833333 00M*6 973 70-135 1.15 20 Stares 1342445.01 ?te,"Imt MVM 13 AnalWO, VI$ 013 0.5855788 5110002E-3 u003944 949 S5•. Si5 3.175 Wabud Avenue, 3tgnat Rill, CA 907SS •TeX: 562-9894085 • Foe: 562989-4040 - n,;vw, nttgtPbaLeam elwllwh Certificate of Analysis Clean HarbonEnviyowyeafal Smice ymject Humbert NEWPORTBEA.CH 2500 E W.Ora Shoot FReportTa : Rafte3. M11alobos Compton , CA90220 Rtp<med: 08/16/20;.3 Gasoline Mange Orgonies by EPA 8015B- Quality Control Real PQI- Spam soomc %Roc ROD hrtialy^a iatJ'n) (m 1 Lcv41 Resvtt %Rea Lim" RPD Limit Naas %IVII 03UP307 - GC;VVOAS Blau4 (113110301-BLKI) Pmpazud:: Qt15faDi # An4tyzcd.'. Sli53c033 TfR Nyd,-mzrb= C4 -C&2 IND 1.0 NR Sw*npo.4v va,Rwsap$rez„:ane AN'ti 0.300000 PA2 54-350 LCS (IB3114307-11SI} Pmpxed•:& 540t3 Amfysed: St1S2010 TIP Hydracathmv. C4 -C12 4,570O0 110 S.O0000 91A 70.130 S�,Prw, 443raraa,9unr4auxaae 0.2011 d-2000ti0 100 54.150 LCS Da p(B31103474M11) Prgared;. V15, 013 A. -W, v=4 S11Se20'b3 T1R Hydrnatba:s. CA -(.%2 4.55000 1.0 VI 70.M 0437 21 Swm;om, 4 Srwna,!hcurobinze+n 0.3004 0.20P400 100 54 � 150 ;Haar Spins M3110074tsj) Somic, 1302438.29 Prepared; VIS,"1{3S3 AsWyz+5l VISCM3 TMIlyiavtvnl. C4.02 4.=0 1:O 5.00000 ND 91,4 42.12S Sa gaee: 4.8rowoJinnroban,ene 02074 0.2001700 104 54 -)SO 3viafrie Sp&Reoup(43110307-MSDI) sourer; 1302438.27 Pmpannk; S+'IS,2011Ana1yme ,81151X113 TR Hy raverb= C4 -C%2 4.1"W t:0 3.004^00 NII 82.9 42.123 U73 20 Surragars: 4•➢rurrenflutrrobarcene 0 2 0,20, 000 104 54.1So 3275 lYaktMAvenue, Sipral Hill, CA 907SS -let; 562-989-4045 • Fax: S62-989-4040 - fa maltyriobaLcom Page 8 of 11 4it Certificate ofAnatY sis C"amt HarbO's & imam anal Service Ptoject Number: NLWPORTBEACH 2500) Ytctasin Street Report To : Rafael V3llatobos C4mPtRir, OA 90220 Reported: 0&t16/2013 Hydrocarbon Chain Distribution by EPA 80,IS(M)- Quality Control Result PQL Spike Source %Ree RPD , Analyte (mgrsg) (rng4W Level Result %Roc Limits RPD Limit No'les Batch B3NW$-GCSCM[ DRO Blank(B31Ja20a-BLTU) Preparad: 8115Wl3Aaalysdd: VM013 T/RRydrocarbons:C8-CIO ND t0 NR TIREydrocarbcm: CIO -IMS ND t0 NR T/k liydrocarbonc CCS -C28 ND 10 NR T1R Kvdmwrbow: C29-06 ND 10 NR T/R Fydrocarbans; C36-040 ND 10 NR T/RI'ydrocamons:. C&C0Total (ITS) IT'D 10 NR Surrogara,rp-%zplxerr-vJ 67,.94 $0.0000 84..9 SS -W Les (wiia29s-wl) Prepared, 8115ne13A„alyzzat:8/15/2013 DRO 1.072.25 10 1000,00 W7 65-151 Surrpaate�p-Te@z+erry7 70.13 $0.0000 87,7 S5 -t53 Matra$Pike(63110298-MSI) Source: 1302439.27 Prepared: s/1512013 Analyzed.. 8/15/2013 DAO 1202.92 30 1000.00 ND 120 45-568 Srrrrbgxe.rp-TerpRauyl 83.82 $0.0600 105 5'3.153 Matrix Spike Dup(33110298-MSBI) Soured: 13x2 a4l Prepared:8115/2013 Analyzed; $1151.2613 DRO 113770 10 1000.00 ND 114 45-468 5.57 20 snrroguia P-Terp"Way, 73,84 $0.0000 924 SS -133 3275 WatruelRvenue, Signal Rill, CR 90755 ° Tet: 562-989-4045 ^ Fax: 562-989-4040 • wivw.atl„tnbaLcorn Page 9 0: 1'1 1 & Certificate ofAnsiysis Clean Harbors Errvimnmatial Service ProjoctNumber� NEWPORTSEACH 2500 E. Viotods Street Report To : Ralbet Villalobos Compton, CA 40220 Repotted': 08116/2013 Nates and Definitions ND ANlyto notdetccled at orabove reporting limit PQL Practical Quanfitntion Limit APDL Method Moan" Liodt NR NotReporfed RPD Redativt Percent Difference CAI CA-NELAP(CDPH) CAI CA-ELAP(COM) ORI OR-NELAP(OSPiR.) TXI TX.NELAP(rCEQ) Notos (1) The rapos,edMDLaad PQL are based on prep ratio variation and sionyticat dilution (Y) The suffix (IO) of spaeifia anelgta5 signiftea thartheroponW result is taken from the iw1rumenfs sewr,4 column.. 3275 flialnutAvenue, S1gnat Hill, CA 90755 • Tel.,S62-9891-40145 Fax: S62 -9R9-4080 • wivw.allgdoLaLcoin i wb O k v 2 { r- � J � i � iJ � hAi 2' °'o � � n m i y.w�•r fir+'=para r+ ;�vyi,d�yyaeugwrmxax� � DE 1 j rsemerrse+�tsmws $ �� � � g. m�m� Bras x ra itl Lix#PSb93SCFom `f Q M y tcsaoms Ul_ } 9 `3�' $ i 3Stu OWN �#' LLL tri p ii ai4i Q ?� ki { �J71 [s2S=3GAYbZ9 I QB?8 lei Stfill d W flail; i s v a•g � s pp ax is t frit figg r� +.. ;FF ib�a���. ) R• /A W3LI ev m v ur �n n m ba a nN,k � � � �2 � �� � �m ,; A� .r.A r. 1 83WOLS 71� �_ 53'IdWY51�3f�Nd ��—�—� SW 831 *.015 R7 page 11 or,11 •'. >• Progress Photographs PROJECT NO. GEOTECHNICAL AND REMEDIAL GRADING PROGRESS PHOTOGRAPHS Photograph #1: Stockpile of soil from initial excavation. View looking southeast, August 20, 2013. Photograph #2: Initial excavation to 2.5 feet adjacent to gate on Balboa Boulevard. View looking south along west property line, August 20, 2013. PROJECT NO. 603404-0708 SCE NEWPORT SUBSTATION SITE, NEWPORT BEACH, CALIFORNIA GEOTECHNICAL AND REMEDIAL GRADING PROGRESS PHOTOGRAPHS Photograph #3: Excavation at B-19 (6.0 feet bgs) and B-20 (6.5 feet bgs) adjacent to the alley (in foreground) with 2.5 -foot bench in background. View looking south, August 23, 2013. Photograph #4: Excavation at B-19 (6.0 feet bgs) adjacent to the alley.: View looking east, August 23, 2013. Page 2 of 6 PROJECT NO, 6t SCE NEWPORT SUBSTATION SITE, NEWPORT BEACH, CAI GEOTECHNICAL AND REMEDIAL GRADING PROGRESS PHOTOGRAPHS Photograph #5: Placing gravel at base of excavation at B-19. View looking east, August 23.2013. Photograph #6: Placing geofabric around gravel at B-19 and B-20. View looking southeast, August 23,2013. Page 3 of 6 PROJECT NO. 603404-006 SCE GEOTECHNICAL AND REMEDIAL GRADING PROGRESS PHOTOGRAPHS Photograph #7: Backfilling 5.0 -foot excavation at B-5 and B-10. View looking south, August 28, 2013. Photograph #8: Compacting backfill materials at VB21 -23 and VB 27-29 with sheepsfoot. View looking northwest, August 28, 2013, Page 4 of 6 PROJECT NO. 603404-008 SCE NEWPORT SUBSTATION SITE, NEWPORT BEACH, CALIFORNIA GEOTECHNICAL AND REMEDIAL GRADING PROGRESS PHOTOGRAPHS Photograph #9: Excavation in the area of VB -24, 30, 44, 49, View looking north along west property line, August 29, 2011 Photograph #10: Deep excavation to 5.5 feet bgs in the area of VB -10 and VB -11. View looking west, September 4, 2013. Page 5 of 6 PROJECT NO. 603404-008 SCE NEWPORT SUBSTATION SITE, NEWPORT BEACH, CALIFORNIA GEOTECHNICAL AND REMEDIAL GRADING PROGRESS PHOTOGRAPHS Photograph #11: Backfilling operations along the eastern and central portion of the site, VB -8 through VB -12 and VB -14 through 18. View looking south, September 5, 2013. Photograph #12: Finish grading operations. View looking south, September 5, 2013. Page 6 of 6 aEwPoR> CITY OF NEWPORT BEACH Cit Cil Staff Report Agenda Item No. 17 City p November 26, 2013 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: Public Works Department David A. Webb, Public Works Director 949-644-3330, dawebb(Qnewportbeachca.gov APPROVED: A TITLE: City's Acquisition of the Southern California Edison Property at 1516 W. Balboa Boulevard, Adjacent to Marina Park ABSTRACT: City staff has been in discussions with Southern California Edison (SCE) for some time regarding the acquisition of a 5,872 square foot parcel located at 1516 W. Balboa Boulevard, adjacent to Marina Park. Staff and SCE have reached an agreement on terms of the sale of the property and are recommending City Council review and approve the negotiated Agreement for Acquisition and Sale of Real Property in order to complete the purchase of the property and direct staff to incorporate the property into the Marina Park project. RECOMMENDATIONS: 1. Approve the attached Agreement for Acquisition and Sale of Real Property ("Agreement") By and Between the City of Newport Beach and Southern California Edison Company for a parcel of land located at 1516 W. Balboa Boulevard for a cash purchase price of $600,000 which acknowledges a fair market value of $1,500,000 for the parcel (as established in an appraisal dated May 24, 2012 from R.P. Laurain & Associates) and recognize that SCE will seek a charitable donation tax credit for the excess value of $900,000. 2. Direct the Mayor to execute and record said Agreement and delegate authority to the City Manager to execute all documents necessary to implement the terms of the Agreement to complete the City's acquisition of the parcel. FUNDING REQUIREMENTS: The current adopted budget for Marina Park includes sufficient funds in Account No. 7411- C4002002 to provide for the $600,000 purchase funding. DISCUSSION: In 2008, the City commenced discussions with SCE to acquire a 5,872 square foot parcel located at 1516 W. Balboa Boulevard. At that time, both parties agreed that an appraisal of the fair market value of the parcel would need to be completed by a mutually agreed upon appraiser. The City also requested that environmental analysis and testing be conducted on the property since prior use of the site was for an electrical substation. The substation City's Acquisition of the Southern California Edison Property at 1516 W. Balboa Boulevard, Adjacent to Marina Park Page 2 equipment, including the control room and transformers, was removed in 2008 and the parcel is currently vacant. In January 2009, SCE forwarded a list of approved appraisers for the City to review and select from. George Hamilton Jones, Incorporated (GHJ) was selected by both parties to provide an appraisal of the property. GHJ then provided an appraisal dated March 1, 2009 which determined the Fair Market Value to be $650,000. In June 2009, SCE rejected the GHJ appraisal and provided an outline of its determination that the property is valued at around $1,500,000. In September 2009, the City commissioned a Phase I and II Environmental Analysis of the property, which was completed by Leighton Consulting and assessed the potential for subsurface impacts from equipment and hazardous substances. The analyses found the presence of polychlorinated biphenyl (PCB) and total petroleum hydrocarbons -carbon chain (TPH) in a localized area and within the top three feet of soil. Groundwater was not impacted. These results, along with the incorporation of the property into the Marina Park project were included in the project description of the recirculated EIR distributed for public review in January 2010 and certified by City Council on May 11, 2010. City staff continued negotiations with SCE throughout 2010 for acquisition of the parcel and asked SCE to provide an updated appraisal or to otherwise justify their stated value of $1,500,000. Thereafter, City Staff and SCE representatives met on several occasions; however, due to lack of agreement on the parcel's value and the inability for SCE to gain internal consensus on the sale of the property, the City was forced to remove the SCE parcel from the design plans being processed through the California Coastal Commission for approval. In June 2012, the California Coastal Commission approved Coastal Development Permit No. 5-10- 229 for the Marina Park project without the SCE property in the project. In August 2012, SCE and the City revisited discussions as to the parcel's value and remediation of the site. SCE subsequently provided the City with an appraisal dated May 24, 2012 from R.P. Laurain & Associates (Laurain), which determined a fair market value of $1,500,000. In a final effort to come to a consensus on the value, the City and SCE agreed to retain a third appraiser, Mason & Mason, to conduct a review of the GHJ and Laurain appraisals and provide an independent determination based upon the two appraisals. The City selected Mason & Mason from a list of qualified appraisers provided by SCE. The review appraisal completed by Mason & Mason concluded that the property, as of May 24, 2012, is valued at $1,500,000. As a result of these discussions, City Staff and SCE now propose to purchase and sell the property on the following terms: (1) The City will pay $600,000 cash to SCE in exchange for SCE's conveyance of the property to the City. (2) Prior to conveyance, SCE shall remediate the environmental condition on the property to the minimum of residential level standard (highest defined level) and provide the City with a signed completion report identifying the said site remediation work has been completed. As of this date, SCE has completed the required remediation work and submitted the required completion report. City's Acquisition of the Southern California Edison Property at 1516 W. Balboa Boulevard, Adjacent to Marina Park Page 3 (3) The City acknowledges a non-cash charitable contribution to the City by SCE in the amount of $900,000, which is the difference between the appraised fair market value and the $600,000 to be paid by the City. As to the non-cash charitable contribution, SCE will require an appraiser to certify and attest the current value and execute Internal Revenue Service (IRS) Form 8283. The City will also execute IRS Form 8283 and declare that the City is a qualified organization, i.e., it is a political subdivision and that the Property will be used for public purposes. With the successful restart of negotiations and a general agreement on terms, City staff once again incorporated the property into the Marina Park design and submitted a request to the California Coastal Commission to amend the Marina Park Coastal Development Permit No. 5-10-229 to include the higher tower element as well as construct an expanded parking lot over the SCE parcel as originally envisioned. This expanded parking lot will add approximately 23 additional parking spaces to the Marina Park project. Staff recommends City Council approve an Agreement with SCE in substantially the same form as Exhibit "B" for a 5,872 square foot parcel of land located at 1516 W. Balboa Boulevard, in accordance with the terms as outlined above and as set forth in the Agreement, and proceed with the construction of the expanded Marina Park parking area. ENVIRONMENTAL REVIEW: All significant environmental effects for the Marina Park project have been adequately addressed in the previously certified Environmental Impact Report No. (SCH No. 2008051096) ("EIR"), which included this SCE property. Said EIR also included a mitigation, monitoring & reporting program, and statement of overriding considerations, and the City of Newport Beach intends to use said document for this approval. Copies of the previously prepared environmental document are available for public review and inspection at the Planning Division or at the City of Newport Beach website at www.newportbeachca.gov/ceqadocuments. The agenda item has been noticed according to the Brown Act (72 hours in advance of the meeting at which the City Council considers the item). Public Works Director Exhibits: A. Vicinity Map B. Agreement for Acquisition and Sale of Real Property NEWPORT CHANNEL INA PARK aNTS Exhibit A SCE ARCS y� �— VARD eco CJ FRONT WEST PACIFIC OCEAN 11.: \G 'G:. SCE PROPERTY ACQUISITION LOCATION MAP CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 11/26/13 Exhibit B AGREEMENT FOR ACQUISITION AND SALE OF REAL PROPERTY BY AND BETWEEN THE CITY OF NEWPORT BEACH AND SOUTHERN CALIFORNIA EDISON COMPANY This AGREEMENT FOR ACQUISITION AND SALE OF REAL PROPERTY ("Agreement") is entered into by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city (the "City'), and SOUTHERN CALIFORNIA EDISON COMPANY, a California corporation ("Seller'), for acquisition by the City of certain real property owned by Seller and is made on the basis of the following facts, intentions and understandings. RECITALS A. Seller is the present owner of that certain real property consisting of an approximately 5,872 square foot parcel of land, located at 1516 W. Balboa Blvd. Newport Beach, California ("Property"), identified as Assessor's Parcel Number 047-222-10, and more particularly described in Exhibit "A" ("Legal Description") which is attached hereto and incorporated herein by reference. B. Seller desires to sell to City, and City desires to purchase from Seller, the Property, all on the terms and conditions set forth in this Agreement. NOW THEREFORE, for good and valuable consideration, receipt of which is hereby acknowledged, the parties agree as follows: 1. Purchase and Sale of Property; Property Purchase Price. (a) Covenants of Purchase and Sale. Subject to the prior satisfaction of the Conditions to Closing set forth in Section 3 hereof, Seller shall sell to City, and City shall acquire from Seller, the Property. (b) Property Purchase Price. The parties agree on the basis of an appraisal conducted by R.P. Laurain & Associates dated May 24, 2012, and Mason & Mason dated May 24, 2012 (the "Appraisal") that the value of the Property is One Million Five Hundred Thousand and No/100 Dollars ($1,500,000.00) (the "Property Purchase Price"). The parties agree that City shall pay the Property Purchase Price as follows: i. Cash Payment. City shall pay Six Hundred Thousand and Noll 00 Dollars ($600,000.00) in cash or certified funds (the "Cash Payment"); and ii. Donated Property. The balance of the Property Purchase Price (i.e., Nine Hundred Thousand and No/100 Dollars [$900,000.00]) shall be acknowledged by City as Donated Property Over $5,000 in accordance with the provisions of Section 18, below. 2. Opening of Escrow; Closing. The escrow (the "Escrow") for the consummation of this transaction shall be established by the deposit of an original, fully - signed copy of this Agreement with Escrow Agent (see Section 12, below) (the "Opening"). This transaction and the Escrow shall close (the "Closing") within ten (10) Agreement for Acquisition And Sale Of Real Property 1 days of the satisfaction of the Conditions to Closing set forth in Section 3, but in any event not later than one hundred twenty (120) days after the Opening (the "Outside Date'). The Closing shall occur at the office of the Escrow Agent within Orange County at a time and place reasonably agreed on by the parties. The "Closing" shall mean the time and day the Grant Deed is filed for recording with the Orange County Recorder and the Property Purchase Price is paid to Seller. The "Closing Date" shall mean the day on which the Closing occurs. 3. Conditions to Closing. The Conditions to the Closing are as follows: (a) Conveyance of the Property to City pursuant to the terms of the Grant Deed (see Section 4(a), below); (b) Escrow Agent's delivery of the Title Policy, in the amount of the full Property Purchase Price, subject only to the Permitted Exceptions (see Section 13.2, below); Section 4 hereof; (c) Satisfaction of all of Seller's obligations enumerated in (d) Satisfaction of all of City's obligations enumerated in Section 5 hereof; (e) City's review and acceptance of the Completion Report and the Property in accordance with the provisions of Section 8.4, below; and (f) All representations and warranties of City and Seller, respectively, contained herein shall be true and correct in all material respects as of the date of this Agreement and as of the Closing Date. 4. Seller's Obligations. Seller shall deliver the following to Escrow Agent no later than 12:00 o'clock noon, one (1) business day before the anticipated Closing: (a) Grant Deed to Property executed by Seller and notarized in the form of Exhibit "B" attached hereto and incorporated herein by this reference (the "Grant Deed"); and (b) Any additional documents that Escrow Agent may reasonably require from Seller for the proper consummation of the transaction contemplated by this Agreement. 5. City's Obligations. No later than 12:00 o'clock noon one (1) business day before the anticipated Closing, City shall deliver to Escrow Agent the following: (a) The Certificate of Acceptance (Attachment "1"to Exhibit "B") signed by City's authorized representative in the form attached to the Grant Deed; (b) The Cash Payment, less the Deposit that is applied to the Property Purchase Price, plus or minus applicable prorations, fees and adjustments to be paid by City in accordance with Section 12 hereof, in immediate, same-day federal funds; Agreement for Acquisition And Sale Of Real Property 2 (c) Form 8283 executed by City (see Section 18, below); and (d) Any additional documents that Escrow Agent may reasonably require from City for the proper consummation of the transaction contemplated by this Agreement. 6. Representations and Warranties. 6.1 The City represents and warrants to the Seller as follows: (a) To the City's Actual Knowledge, there are no actions, suits, material claims, legal proceedings, or any other proceedings pending or threatened against City that would materially and adversely affect City's ability to perform its obligations under this Agreement; (b) Neither the execution of this Agreement nor the performance of the obligations herein will conflict with or breach any of the provisions of any agreement to which City is a party or any agreement that, to City's Actual Knowledge, is binding upon City; (c) City has the legal right, power and authority to enter into this Agreement and to consummate the transactions contemplated hereby, and the execution, delivery and performance of this Agreement have been duly authorized and no other action by City is requisite to the valid and binding execution, delivery and performance of this Agreement, except as otherwise expressly set forth herein; and (d) Until the Closing, the City shall, upon learning of any fact or condition which would cause any of the warranties and representations in this Section 6.1 not to be true as of Closing, immediately give written notice of such fact or condition to Seller. 6.2 The Seller represents and warrants to the City as follows: (a) To the Seller's Actual Knowledge, there are no actions, suits, material claims, legal proceedings, or any other proceedings pending or threatened against Seller that would materially and adversely affect Seller's ability to perform its obligations under this Agreement; (b) Neither the execution of this Agreement nor the performance of the obligations herein will conflict with or breach any of the provisions of any agreement to which Seller is a party or any agreement that, to Seller's Actual Knowledge, is binding upon Seller; (c) Seller has the legal right, power and authority to enter into this Agreement and to consummate the transactions contemplated hereby, and the execution, delivery and performance of this Agreement have been duly authorized and no other action by Seller is requisite to the valid and binding execution, delivery and performance of this Agreement, except as otherwise expressly set forth herein; (d) To Seller's Actual Knowledge, there are no tenants or other Agreement for Acquisition And Sale Of Real Property 3 persons who have a possessory interest in the Property; (e) To Seller's Actual Knowledge, there are no pending or threatened actions, suits, material claims, legal proceedings, or any other proceedings affecting the Property or any portion thereof, at law, or in equity before any court or governmental agency, domestic or foreign; (f) To Seller's Actual Knowledge, there are no service contracts or other contracts affecting the Property or title to the Property; (g) If required or otherwise mandated, Seller has secured all approvals and authorizations from the California Public Utilities Commission and/or other governmental agencies with authority and jurisdiction over Seller's transfer of the Property to the City pursuant to the terms of this Agreement; and (h) Until the Closing, the Seller shall, upon learning of any fact or condition which would cause any of the warranties and representations in this Section 6.2 not to be true as of Closing, immediately give written notice of such fact or condition to City. 6.3 For purposes of this Section 6, the phrase "Actual Knowledge" shall mean actual (and not implied, imputed, or constructive) knowledge without any inquiry or investigation of any other parties, documents, proceedings or events. 6.4 The representations and warranties made by City and Seller in this Agreement shall survive the recordation of the Grant Deed for a period of six (6) months and any action for a breach of a party's representations or warranties must be made and filed within said six (6) month period. 7. Release and Waiver re: Valuation and Relocation Benefits. The value of the Property (and the amount of the Property Purchase Price) has been determined based upon negotiations at arm's-length and the Appraisal, and does not include consideration for any amounts required to be paid for relocation assistance pursuant to the Relocation Assistance Act (Government Code Section 7260, et seq.) and the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. Section 4601, et seq.), and any other applicable federal, state or local enactment regulation or practice. Seller has been fully advised by counsel of its choosing and forever waives and disclaims any claim for relocation benefits or assistance or any compensation based upon loss of goodwill, severance damages, improvements pertaining to the realty, attorneys fees, interest, court cost, or otherwise, and waive any right to receive an offer based on an appraisal, and agrees that the Property Purchase Price shall be the sole payment and compensation to the Seller for the sale of the Property to the City. 8. Condition of the Property; Remediation Work. 8.1 Site Assessment Report. The City acknowledges that on September 22, 2009, Leighton Consulting, Inc. ("Leighton") issued a "Site Assessment Report" which disclosed the existence of hazardous materials on, under, in, and about the Property. A copy of the Site Assessment Report is attached hereto as Exhibit "C". Agreement for Acquisition And Sale Of Real Property 4 8.2 Remediation Work. The Site Assessment Report recommended that "areas where soil contamination has been detected above the residential Regional Screening Level (RSL -R) be remediated by excavation and disposal to an appropriate facility." In accordance with the recommendation of the Site Assessment Report, Seller retained CleanHarbors to perform remedial excavation and grading operations upon the Property (the "Remediation Work") to achieve restoration of the Property consistent with the Remedial Action and Restoration Plan ("RARP") prepared by Seller (March 23, 2013) and the subsequent addendum thereto ("RARP Addendum") prepared by Leighton (August 5, 2013). Copies of the RARP and the RARP.Addendum are attached hereto as Exhibit "D". The Remediation Work commenced on August 22, 2013 and was completed on September 4, 2013. 8.3 Geotechnical and Remedial Grading Completion Report. During the course of the Remediation Work, Seller retained the services of Leighton to monitor the performance of the Remediation Work. As part of Leighton's monitoring obligations, the company provided geotechnical observation and testing services, as well as verification of remedial soil removals during excavation and grading operations at the Property. At the conclusion of the Remediation Work (and upon completion of Leighton's monitoring obligations), Leighton prepared a document entitled "Geotechnical and Remedial Grading Completion Report" (the "Completion Report"). A copy of the Completion Report is attached hereto as Exhibit "E". Per the Completion Report, Leighton has opined that the Remediation Work was performed in accordance with the RARP, the RARP Addendum and in compliance with the geotechnical requirements of the City of Newport Beach. 8.4 City's Review of Completion Report and Property. City shall have thirty (30) days following the Opening to review the Completion Report and to inspect the condition of the Property (the "Inspection Period"). If the Completion Report and the condition of the Property are acceptable to City, then City shall so advise Seller (in writing) prior to the expiration of the Inspection Period and the Parties shall proceed with the Closing of the Escrow in accordance with the provisions of this Agreement. Alternatively, if the Completion Report and the condition of the Property are not acceptable to City, then City shall so advise Seller (in writing) and (i) this Agreement shall automatically terminate and be of no further force or effect (with the exception of those provisions which expressly survive the termination of this Agreement) and (ii) City shall be entitled to the return by the Escrow Agent of the Deposit. Should City fail to timely provide a notice of acceptance prior to. the expiration of the Inspection Period, City shall be deemed to have rejected the Completion Report and the condition of the Property. 9. No New Contracts. Following the Opening, Seller will not enter into any contract that will be an obligation affecting the Property subsequent to the Closing, without the prior consent of the City, which shall not be unreasonably withheld or delayed. 10. Due Diligence. 10.1 Inspections in General. Commencing upon the Opening and continuing thereafter until the earlier of the Closing or the expiration/termination of this Agreement, the City, its agents, and employees shall have a limited license (the "License") to enter upon the Property for the purpose of making inspections at the City's Agreement for Acquisition And Sale Of Real Property 5 sole risk, cost and expense. Before any such entry, City shall provide Seller with a certificate of insurance naming Seller as an additional insured and with an insurer and insurance limits and coverage reasonably satisfactory to Seller. All of such entries upon the Property shall (i) be at reasonable times during normal business hours and after at least forty-eight (48) hours prior notice to Seller or Seller's agent and (ii) not conflict with Seller's activities upon the Property. ' Seller or Seller's agent shall have the right to accompany the City during any activities performed by City on the Property. At Seller's request, City shall provide Seller (at no cost to Seller) with a copy of the results of any tests and inspections made by City, excluding only market and economic feasibility studies. If any inspection or test disturbs the Property, City will restore the Property to the same condition as existed before the inspection or test. City shall defend, indemnify and hold Seller, Seller's officers, directors, shareholders, agents, contractors and employees and the Property harmless from and against any and all losses, costs, damages, claims, or liabilities, including but not limited to, mechanic's and materialmen's liens and Seller's attorneys' fees, arising out of or in connection with City's, its agents, contractors, employees, or invitees entry upon or inspection of the Property. The provisions of this Section 10.1 shall survive the Closing or the earlier termination of this Agreement. 10.2 Invasive Environmental Inspections. The inspections under Section 10.1 may (upon prior coordination with, and receipt of written approval from, Seller) include invasive environmental inspections of the Property. Prior to performing any invasive environmental testing, City shall advise Seller, in writing, regarding the proposed scope of work and who will be performing the work (which work/contractor shall be subject to Seller's reasonable review and approval). At Seller's request, City shall deliver to Seller (at no cost to Seller) copies of any Phase II or other environmental reports to which Seller consents as provided above. 11. "AS IS" Acceptance of the Property at Closing. As of the Closing, City will have: (a) examined and inspected the Property and will know and be satisfied with the physical condition, quality, quantity and state of repair of the Property in all respects and by proceeding to Closing, City shall be deemed to have determined that the same is satisfactory to City; (b) reviewed all instruments, records and documents which City deems appropriate or advisable to review in connection with this transaction, including, but not by way of limitation, any and all plans, specifications, surveys, environmental assessments and reports, and City, by proceeding to Closing, shall be deemed to have determined that the same and the information and data contained therein and evidenced thereby are satisfactory to City; (c) reviewed all applicable laws, ordinances, rules and governmental regulations (including those relating to building, zoning and land use) affecting the development, use, occupancy or enjoyment of the Property, and City, by proceeding to Closing, shall be deemed to have determined that the same are satisfactory to City; and (d) at its own cost and expense, made its own independent Agreement for Acquisition And Sale Of Real Property 6 investigation respecting the Property and all other aspects of this transaction, and shall have relied thereon and on the advice of its consultants in entering into this Agreement, and City, by proceeding to Closing, shall be deemed to have determined that the same are satisfactory to City. TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW, AND EXCEPT FOR SELLER'S REPRESENTATIONS AND WARRANTIES IN SECTION 6.2 OF THIS AGREEMENT AND ANY WARRANTIES OF TITLE CONTAINED IN THE GRANT DEED DELIVERED AT THE CLOSING ("SELLER'S WARRANTIES"), THIS SALE IS MADE AND WILL BE MADE WITHOUT REPRESENTATION, COVENANT, OR WARRANTY OF ANY KIND (WHETHER EXPRESS, IMPLIED, OR, TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW, STATUTORY) BY SELLER. AS A MATERIAL PART OF THE CONSIDERATION FOR THIS AGREEMENT, CITY AGREES TO ACCEPT THE PROPERTY ON AN "AS IS" AND "WHERE IS" BASIS, WITH ALL FAULTS, AND WITHOUT ANY REPRESENTATION OR WARRANTY, ALL OF WHICH SELLER HEREBY DISCLAIMS, EXCEPT FOR SELLER'S WARRANTIES. EXCEPT FOR SELLER'S WARRANTIES, NO WARRANTY OR REPRESENTATION IS MADE BY SELLER AS TO FITNESS FOR ANY PARTICULAR PURPOSE, MERCHANTABILITY, DESIGN, QUALITY, CONDITION, OPERATION OR INCOME, COMPLIANCE WITH DRAWINGS OR SPECIFICATIONS, ABSENCE OF DEFECTS, ABSENCE OF HAZARDOUS OR TOXIC SUBSTANCES, ABSENCE OF FAULTS, FLOODING, OR COMPLIANCE WITH LAWS AND REGULATIONS INCLUDING, WITHOUT LIMITATION, THOSE RELATING TO HEALTH, SAFETY, AND THE ENVIRONMENT (INCLUDING, WITHOUT LIMITATION, THE ADA). CITY ACKNOWLEDGES THAT CITY HAS ENTERED INTO THIS AGREEMENT WITH THE INTENTION OF MAKING AND RELYING UPON ITS OWN INVESTIGATION OF THE PHYSICAL, ENVIRONMENTAL, ECONOMIC USE, COMPLIANCE, AND LEGAL CONDITION OF THE PROPERTY AND THAT CITY IS NOT NOW RELYING, AND WILL NOT LATER RELY, UPON ANY REPRESENTATIONS AND WARRANTIES MADE BY SELLER OR ANYONE ACTING OR CLAIMING TO ACT, BY, THROUGH OR UNDER OR ON SELLER'S BEHALF CONCERNING THE PROPERTY. ADDITIONALLY, CITY AND SELLER HEREBY AGREE THAT (A) EXCEPT FOR SELLER'S WARRANTIES, CITY IS TAKING THE PROPERTY "AS IS" WITH ALL LATENT AND PATENT DEFECTS, (B) EXCEPT FOR SELLER'S WARRANTIES, CITY IS SOLELY RELYING UPON ITS EXAMINATION OF THE PROPERTY, AND (C) CITY TAKES THE PROPERTY UNDER THIS AGREEMENT UNDER THE EXPRESS UNDERSTANDING THAT THERE ARE NO EXPRESS OR IMPLIED WARRANTIES (EXCEPT FOR THE LIMITED WARRANTIES OF TITLE SET FORTH IN THE GRANT DEED AND SELLER'S WARRANTIES CONTAINED IN THIS AGREEMENT). WITH RESPECT TO THE FOLLOWING, CITY FURTHER ACKNOWLEDGES AND AGREES THAT SELLER SHALL NOT HAVE ANY LIABILITY, OBLIGATION OR RESPONSIBILITY OF ANY KIND AND THAT SELLER HAS MADE NO REPRESENTATIONS OR WARRANTIES OF ANY KIND: (a) THE CONTENT OR ACCURACY OF ANY REPORT, STUDY, OPINION OR CONCLUSION OF ANY SOILS, TOXIC, ENVIRONMENTAL OR OTHER ENGINEER OR OTHER PERSON OR ENTITY WHO HAS EXAMINED THE PROPERTY OR ANY ASPECT THEREOF; OR Agreement for Acquisition And Sale Of Real Property 7 (b) THE CONTENT OR ACCURACY OF ANY OF THE ITEMS DELIVERED TO CITY PURSUANT TO CITY'S REVIEW OF THE CONDITION OF THE PROPERTY. CITY IS A SOPHISTICATED REAL ESTATE INVESTOR AND IS, OR WILL BE AS OF THE CLOSING, FAMILIAR WITH THE PROPERTY AND ITS SUITABILITY FOR CITY'S INTENDED USE. THE PROVISIONS OF THIS SECTION 11 SHALL SURVIVE INDEFINITELY ANY CLOSING OR TERMINATION OF THIS AGREEMENT AND SHALL NOT BE MERGED INTO THE DOCUMENTS EXECUTED AT CLOSING. CITY'S INITIALS 12. Escrow. Within ten (10) days after the execution of this Agreement by City and the Seller, the parties shall open escrow with International City Escrow, Inc., 5000 E. Spring St. #120, Long Beach, CA 90815 [Phone (562) 497-9777 / Fax (562) 497-98901, Attn: Irene Brodie (the "Escrow Agent"). 12.1 City shall deposit Twenty Thousand and No/100 Dollars ($20,000.00) with Escrow Agent within three (3) days of the Opening as a deposit toward the Property Purchase Price (the "Deposit"). The Deposit shall be refundable in full to the City if any of the conditions set forth in Section 3 of this Agreement cannot be satisfied or completed or if this Agreement is terminated prior to the Close of Escrow. 12.2 The City and Seller shall each pay one-half (1/2) all escrow fees, charges and costs (the "Escrow Fees") consisting of the following: (a) The Escrow Agent's fee; (b) The cost of any documentary transfer taxes, if any, on the Grant Deed; and (c) Fees for recording and filing all documents required by this Agreement in connection with the transfer of the Property, including the Grant Deed. 12.3 The Seller shall pay the costs associated with the standard CLTA owner's Title Policy (see Section 13.2, below). City shall pay the premiums and any additional costs (including any survey costs) associated with upgrading the title policy to an extended coverage policy and the cost of any endorsements to the Title Policy, if required by City. 12.4 Except to the extent otherwise specifically provided herein, all other expenses incurred by Seller and the City with respect to the negotiation, documentation and closing of this transaction, including, without limitation, City's and Seller's attorneys' fees, shall be borne and paid by the party incurring same. 12.5 If the Close of Escrow does not occur by reason of City's or Seller's default under this Agreement, then all Escrow Fees and title charges (including cancellation fees) shall be borne by the party in default. Agreement for Acquisition And Sale Of Real Property 8 13. Preliminary Title Report; Title Policy. 13.1 Preliminary Title Report. Within five (5) business days after the Opening, the Seller, at the Seller's expense, shall furnish City with a Preliminary Title Report on the Property issued by Stewart Title Guaranty Company (the "Title Company") and dated within thirty (30) calendar days of the Opening. The Preliminary Title Report shall be accompanied by legible copies of all underlying documents for all exceptions ("Exceptions") set forth in the Preliminary Title Report. The City shall have ten (10) business days from receipt of the Preliminary Title Report within which to give written notice to the Seller of the City's approval or disapproval of any of such Exceptions. The City's failure to give written approval of the Preliminary Title Report within such time limit shall be deemed disapproval of the Preliminary Title Report. No deeds of trust, mortgages or other liens, except for the lien of property taxes and assessments not yet . due, shall be approved Exceptions. If the City notifies the Seller of its disapproval of any Exceptions in the Preliminary Title Report, or is deemed to have disapproved the Preliminary Title Report, the Seller shall have the right, but not the obligation, to remove any disapproved Exceptions within thirty (30) days after receiving written notice of the City's disapproval or provide assurances satisfactory to the reviewing party that such Exception(s) will be removed on or before the Closing. If the Seller cannot or does not elect to remove any of the disapproved Exceptions within that period, the City shall have ten (10) days after the expiration of such thirty (30) day period to either give the Seller written notice that the City elects to proceed with the acquisition subject to the disapproved Exceptions or to give the Seller written notice that the City elects to terminate this Agreement. The City shall have the right to approve or disapprove any Exceptions reported by the Title Company after the City has approved the condition of title for the Property. Neither party shall voluntarily create any new exceptions to title following the date of this Agreement. 13.2 Title Policy. As a condition precedent to the Closing of Escrow, the Title Company.shall have issued and delivered to City, or shall have committed to issue and deliver to City, with respect to the Property, a CLTA Owner's Standard Policy of Title (the "Title Policy") issued by the Title Company as of the date and time of the recording of the Grant Deed, in the amount of the Property Purchase Price, insuring the City as owner of good, marketable and indefeasible fee simple title to the Property, subject only to the Permitted Exceptions (as hereinafter defined). For purposes of this Agreement, "Permitted Exceptions" shall mean and include (a) any lien to secure payment of real estate taxes, including special assessments, not delinquent, (b) the lien of supplemental taxes assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code, (c) all matters which could be revealed or disclosed by a physical inspection or a survey of the Property and matters affecting the Property which are created by or with the written consent of City or which do not materially and deleteriously affect City's contemplated use of the Property; (d) all exceptions disclosed by the Title Report relating to the Property and which are approved or deemed approved by City in accordance with Section 13.1 hereof, and (e) all applicable laws, ordinances, rules and governmental regulations (including, without limitation, those relating to building, zoning and land use) affecting the development, use, occupancy or enjoyment of the Property. 14. Escrow Instructions. This Agreement constitutes the joint escrow Agreement for Acquisition And Sale Of Real Property 9 instructions of City and Seller, and Escrow Agent to whom these instructions are delivered is hereby empowered to act under this Agreement. The parties hereto agree to do all acts reasonably necessary to close this Escrow in the shortest possible time. 14.1 By 12 o'clock noon, on the last business day before Closing, City and Seller will deposit the documents as required by Section 4 and 5 hereof with Escrow Agent. City and Seller agree to deposit with Escrow Agent and Title Company, as appropriate, any additional instruments as may be necessary to complete this transaction. 14.2 Insurance policies for fire or casualty are not to be transferred, and Seller will cancel its policies after the Closing. 14.3 All funds received in the Escrow (e.g., the Deposit) shall be deposited in a federally insured account acceptable to Seller and City. 14.4 If Escrow Agent requires separate or additional escrow instructions which it deems necessary for its protection, Seller and City hereby agree promptly upon request by Escrow Agent to execute and deliver to Escrow Agent such separate or additional escrow instructions (the "Additional Instructions"). In the event of any conflict or inconsistency between this Agreement and the Additional Instructions, this Agreement shall prevail and govern, and the Additional Instructions shall so provide. The Additional Instructions shall not modify or amend the provisions of this Agreement unless otherwise agreed to in writing by Seller and City. 15. Tax and Assessment Adjustment Procedure. Escrow Agent is authorized and is instructed to comply with the following: 15.1 Pay and charge Seller for any unpaid delinquent real estate taxes imposed by any governmental authority ("Taxes') against the Property and/or penalties and interest thereon, and for any delinquent or non -delinquent assessments or bonds against the Property; and 15.2 Current Taxes and assessments with respect to the Property for the relevant tax year in which the Property is being sold and that are not yet due and payable or that have not yet been paid shall be prorated as of the Close of Escrow based upon the most recent ascertainable assessed values and tax rates and based upon the number of days City and Seller will have owned the Property during such relevant tax year; and 15.3 Seller shall have the sole right, after the Closing, to apply to the County Tax Collector of Orange County for a refund of the amount over and above the amount of the Seller's pro rata share of Taxes then due. This refund would apply to the period after the City's acquisition of the Property, pursuant to Revenue and Taxation Code section 5096.7; and 15.4 Escrow Agent shall forward a separate receipt and check for prorated Taxes to Seller pursuant to Section 15.3 above, with separate written notice to City. Agreement for Acquisition And Sale Of Real Property 10 16. Closing Obligations; Authority of Escrow Agent. On the Closing Date, provided that the conditions set forth in Section 3 hereof have been satisfied or waived, Escrow Agent shall take the following actions in the order indicated below: (a) With respect to all closing documents delivered to Escrow Agent hereunder, and to the extent necessary, Escrow Agent is authorized to insert into all blanks requiring the insertion of dates the date of the recordation of the Grant Deed or such other date as Escrow Agent may be instructed in writing by Seller and City; (b) Deliver to Seller, in cash or current funds, the Cash Payment (plus or minus, as the case may be, the amounts determined in accordance with the provisions of this Agreement (e.g., Seller's portion of the Escrow Fees)); (c) Deliver to Seller the fully -executed Form 8283 (see Section 18, below); (d) Record the Grant Deed in the official records of Orange County California; (e) Deliver to City and Seller a conformed copy of the recorded Grant Deed and a copy of the executed Certificate of Acceptance; (f) Cause the Title Company to issue the Title Policy for the Property in accordance with the provisions of Section 13.2 hereof; and (g) Deliver to Seller and City a final closing statement which has been certified by Escrow Agent to be true and correct. In addition to the foregoing, Escrow Agent is authorized to, and shall: (i) Charge City and Seller for Escrow Fees in accordance with Section 12 of this Agreement; and (ii) Prepare and file with all appropriate governmental or taxing authorities a uniform .settlement statement, closing statement, tax withholding forms including an IRS 1099-S form, and be responsible for withholding taxes, if any such forms are provided for or required by law. 17. Default and Damages. 17.1 Default by City. CITY AND SELLER HEREBY ACKNOWLEDGE AND AGREE THAT, IN THE EVENT THE CLOSE OF ESCROW FAILS TO OCCUR DUE TO A CITY DEFAULT (ALL OF THE CONDITIONS TO CITY'S OBLIGATIONS TO CLOSE HAVING BEEN SATISFIED OR WAIVED), SELLER WILL SUFFER DAMAGES IN AN AMOUNT WHICH WILL, DUE TO THE SPECIAL NATURE OF THE TRANSACTION CONTEMPLATED BY THIS AGREEMENT AND THE SPECIAL NATURE OF THE NEGOTIATIONS WHICH PRECEDED THIS AGREEMENT, BE IMPRACTICAL OR EXTREMELY DIFFICULT TO ASCERTAIN. IN ADDITION, CITY WISHES TO HAVE A LIMITATION PLACED UPON THE POTENTIAL LIABILITY OF CITY TO SELLER IN THE EVENT THE CLOSE OF ESCROW FAILS TO OCCUR DUE Agreement for Acquisition And Sale Of Real Property 11 TO A CITY DEFAULT, AND WISHES TO INDUCE SELLER TO WAIVE OTHER REMEDIES WHICH SELLER MAY HAVE IN THE EVENT OF A CITY DEFAULT. CITY AND SELLER, AFTER DUE NEGOTIATION, HEREBY ACKNOWLEDGE AND AGREE THAT THE AMOUNT OF $211,000.00 (THE "DAMAGES AMOUNT") REPRESENTS A REASONABLE ESTIMATE OF THE DAMAGES WHICH SELLER WILL SUSTAIN IN THE EVENT OF SUCH CITY DEFAULT (NOTABLY, REIMBURSEMENT FOR THE COSTS OF PERFORMING THE REMEDIATION WORK). CITY AND SELLER HEREBY AGREE THAT, IN THE EVENT THE CLOSE OF ESCROW FAILS TO OCCUR DUE TO A CITY DEFAULT, SELLER MAY (1) TERMINATE THIS AGREEMENT BY WRITTEN NOTICE TO CITY AND ESCROW AGENT, (11) CANCEL THE ESCROW AND RECEIVE THE DEPOSIT AND (111) COLLECT THE BALANCE OF THE DAMAGES AMOUNT FROM CITY AS LIQUIDATED DAMAGES. UPON SELLER'S EXERCISE OF THE FOREGOING RIGHTS, ESCROW AGENT SHALL IMMEDIATELY DELIVER THE DEPOSIT TO SELLER AND CITY SHALL PAY TO SELLER THE BALANCE OF THE DAMAGES AMOUNT. SUCH RETENTION OF THE DEPOSIT AND COLLECTION OF THE DAMAGES AMOUNT BY SELLER IS INTENDED TO CONSTITUTE LIQUIDATED DAMAGES TO SELLER PURSUANT TO SECTIONS 1671, 1676 AND 1677 OF THE CALIFORNIA CIVIL CODE, AND SHALL NOT BE DEEMED TO CONSTITUTE A FORFEITURE OR PENALTY WITHIN THE MEANING OF SECTION 3275 OR SECTION 3369 OF THE CALIFORNIA CIVIL CODE, OR ANY SIMILAR PROVISION. NOTHING IN THIS SECTION 17.1 SHALL (A) PREVENT OR PRECLUDE ANY RECOVERY OF ATTORNEYS' FEES OR OTHER COSTS INCURRED BY SELLER PURSUANT TO SECTION 19.3 OR (B) IMPAIR OR LIMIT THE EFFECTIVENESS OR ENFORCEABILITY OF THE INDEMNIFICATION OBLIGATIONS OF CITY CONTAINED IN SECTIONS 10.1 AND 19.1 HEREOF. SELLER AND CITY ACKNOWLEDGE THAT THEY HAVE READ AND UNDERSTAND THE PROVISIONS OF THIS SECTION 17.1 AND BY THEIR INITIALS IMMEDIATELY BELOW AGREE TO BE BOUND BY ITS TERMS. Seller's Initial City's Initials: 17.2 Default by Seller. If Seller defaults in its obligations to sell and convey the Property to City pursuant to this Agreement, City's sole and exclusive remedy shall be to elect one of the following: (a) to terminate this Agreement, in which event City shall be entitled to the return by the Escrow Agent of the Deposit, or (b) to bring a suit for specific performance provided that any suit for specific performance must be brought as to the Property within thirty (30) days of Seller's default, City's waiving the right to bring suit at any later date to the extent permitted by law. This Agreement confers no present right, title or interest in the Property to City and City agrees not to file a lis pendens or other similar notice against the Property except in connection with, and after, the proper filing of a suit for specific performance. 18. Donated Property. The parties acknowledge that the conveyance of the Property from Seller to City is intended to qualify as a Donated Property Over $5,000 pursuant to the rules and regulations of the Internal Revenue Service. Specifically, City is a qualified organization under Section 170(c) of the Internal Revenue Code and is desirous of acquiring the Property in order to implement City's public marina park project Agreement for Acquisition And Sale Of Real Property 12 (the "City Project"). City acknowledges that the appraised value of the Property is $1,500,000.00; however, City has not heretofore allocated or budgeted cash resources to pay the full Property Purchase Price to Seller. Seller is willing to assist City in pursuing the City Project by (i) accepting the Cash Payment as consideration for the sale of a portion of the Property (the "Sale Portion") and (ii) making a charitable contribution to City of the balance of the Property (the "Donation Portion"). The parties agree that the value of the Donation Portion of the Property is $900,000.00 (the "Charitable Donation Value"). The parties shall work cooperatively and in good faith to facilitate Seller's receipt of a tax deduction for the Donation Portion that is equal to the Charitable Donation Value. In this regard, Seller shall, following the Opening, submit to City a completed I.R.S. Form 8283 - Noncash Charitable Deductions ("Form 8283") reflecting the Donated Property sale aspects of this Agreement. Within fifteen (15) days following City's receipt of the completed Form 8283, City shall execute the Form 8283 (i.e., complete donee acknowledgment portions) and deliver the completed instrument to Escrow Agent. At the Closing, Escrow Agent shall deliver the fully -executed Form 8283 to Seller; thereafter, Seller shall be entitled to file the completed Form 8283 with the Internal Revenue Service and seeklobtain the contribution deduction identified therein. At all times prior to and following the Closing, City shall provide such additional documentation and/or assistance as Seller shall reasonably require to facilitate Seller's receipt of the contribution deduction for conveyance of the Donation Portion. 19. General Provisions. 19.1 Brokers. City and Seller each represent and warrant to the other that it has not used any finder, broker or real estate agent in connection with this transaction, and agrees that it shall indemnify and hold the other harmless from and against all brokerage commissions or finder's fees and claims therefore, payable in connection with the acquisition/disposition of the Property and resulting from the acts or omissions of such indemnifying party. If either party elects to be represented by a real estate agent or broker, said party ("Represented Party") shall be liable for the payment of any and all commission or fees for the Represented Party's real estate agent or broker. 19.2 Successors and Assigns. This Agreement shall be binding upon and shall inure to the benefit of City and Seller and their respective heirs, personal representatives, successors and assigns. 19.3 Attorneys' Fees. If any legal action or other proceeding is brought or if an attorney is retained for the enforcement of this Agreement or any portion thereof, or because of any alleged dispute, breach, default or misrepresentation in connection with any of the provisions of this Agreement, the prevailing party shall be entitled to recover from the other reimbursement for the reasonable fees of attorneys and other costs (including court costs and witness fees) incurred by it, in addition to any other relief to which it may be entitled. The term "prevailing party" means the party obtaining substantially the relief sought, whether by compromise, settlement or judgment. 19.4 Approvals and Notices. Any approval, disapproval, demand, document or other notice ("Notice") which either party may desire or be required to give to the other party under this Agreement must be in writing and may be given by any commercially acceptable means to the party to whom the Notice is directed at the address of the party as set forth below, or at any other address as that party may later Agreement for Acquisition And Sale Of Real Property 13 designate by Notice. Any Notice given under this paragraph, whether personally or by mail, shall be deemed received only upon actual receipt by the intended party. To Seller Southern California Edison Real Estate Revenue 2131 Walnut Grove Avenue G.O. 3 Second Floor Rosemead, CA 91770 Attn: Brent Schamberg To City: City of Newport Beach Attention: City Manager 100 Civic Center Drive Newport Beach, CA 92658-8915 Via overnight delivery: City of Newport Beach Attention: City Manager P.O. Box 1768 100 Civic Center Drive Newport Beach, CA 92658-8915 19.5 Jurisdiction and Venue. This Agreement shall be construed under the laws of the State of California. The parties consent to the jurisdiction of the California courts with venue in the County of Orange. 19.6 Titles and Captions. Titles and captions are for convenience of reference only and do not define, describe or limit the scope or the intent of this Agreement or of any of its terms. References to section numbers are to sections in this Agreement, unless expressly stated otherwise. 19.7 Interpretation. As used in this Agreement, masculine, feminine or neuter gender and the singular or plural number shall each be deemed to include the others where and when the context so dictates. The word "including" shall be construed as if followed by the words "without limitation." This Agreement shall be interpreted as though prepared jointly by both parties. 19.8 No Waiver. A waiver by either party of a breach of any of the covenants, conditions or agreements under this Agreement to be performed by the other party shall not be construed as a waiver of any succeeding breach of the same or other covenants, agreements, restrictions or conditions of this Agreement. 19.9 Modifications. Any alteration, change or modification of or to this Agreement, in order to become effective, shall be made in writing and in each instance signed on behalf of each party. 19.10 City Approvals. The City Manager of the City of Newport Beach is hereby authorized, on behalf of the City, to sign all documents necessary and appropriate to carry out and implement this Agreement and to administer the City's obligations, responsibilities and duties to be performed under the Agreement. Agreement for Acquisition And Sale Of Real Property 14 19.11 Severability. If any term, provision, condition or covenant of this Agreement or its application to any party or circumstances shall be held, to any extent, invalid or unenforceable, the remainder of this Agreement, and the application of the term, provision, condition or covenant to persons or circumstances other than those as to whom or which it is held invalid or unenforceable, shall not be affected, and shall be valid and enforceable to the fullest extent permitted by law. 19.12 No Third Party Beneficiaries. This Agreement is for the sole and exclusive benefit of the parties hereto and their respective permitted successors and assigns, and no third party is intended to, or shall have, any rights hereunder. 19.13 Possession of the Property. City shall first be entitled to possession of the Property on the Closing Date. 19.14 Computation of Time. The time in which any act is to be done under this Agreement is computed by excluding the first day (such as the day escrow opens), and including the last day, unless the last day is a holiday or Saturday or Sunday, and then that day is also excluded. The term "holiday' shall mean all holidays as specified in Section 6700 and 6701 of the California Government Code. If any act is to be done by a particular time during a day, that time shall be Pacific Standard Time. 19.15 Legal Advice. Each party represents and warrants to the other the following: they have carefully read this Agreement, and in signing this Agreement, they do so with full knowledge of any right which they may have; they have received independent legal advice from their respective legal counsel as to the matters set forth in this Agreement, or have knowingly chosen not to consult legal counsel as to the matters set forth in this Agreement; and, they have freely signed this Agreement without any reliance upon any agreement, promise, statement or representation by or on behalf of the other party, or their respective agents, employees, or attorneys, except as specifically set forth in this Agreement, and without duress or coercion, whether economic or otherwise. 19.16 Time of Essence. Time is expressly made of the essence with respect to the performance by City and Seller of each and every obligation and condition of this Agreement including, without limitation, the Closing. 19.17 Cooperation. Each party agrees to cooperate with the other in the Closing of this transaction and, in that regard, to sign any and all documents which may be reasonably necessary, helpful, or appropriate to carry out the purposes and intent of this Agreement including, but not limited to, releases or additional agreements. 19.18 Acquisition Not Under Threat of Eminent Domain. City possesses the power, under California law, to acquire the property by eminent domain, but it is not contemplating the use of its eminent domain power as part of the acquisition of the Property. 19.19 Agreement in Total. (a) Entire Agreement. This Agreement contains the entire understanding between the parties relating to the transaction contemplated by this Agreement for Acquisition And Sale Of Real Property 15 Agreement. No subsequent agreement, representation, or promise made by either party hereto, or by or to an employee, officer, agent or representative of either party shall be of any effect unless it is in writing and executed by the party to be bound thereby. Each party hereto acknowledges that this Agreement accurately reflects the agreements and understandings of the parties hereto with respect to the subject matter hereof and hereby waive any claim against the other party which such party may now have or may hereafter acquire to the effect that the actual agreements and understandings of the, parties hereto with respect to the subject matter hereof may not be accurately set forth in this Agreement. (b) Counterparts. This Agreement may be signed in multiple counterparts which, when signed by all parties, shall constitute a binding agreement. (c) Exhibits Incorporated by Reference. All exhibits, schedules and attachments attached to this Agreement are incorporated in this Agreement by this reference. This Agreement includes seventeen (17) pages and Exhibits "A" through "E". Agreement for Acquisition And Sale Of Real Property 16 IN WITNESS WHEREOF, City and Seller have signed this Agreement on the dates set forth below. Dated: Dated: Dated: ATTEST: Leilani Brown, City Clerk APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY By: Aaron C. Harp City Attorney SOUTHERN CALIFORNIA EDISON COMPANY, a California corporation By: Name: Title: By: Name: Title: CITY: CITY OF NEWPORT BEACH, a California municipal corporation and charter city M Keith D. Curry, Mayor Agreement for Acquisition And Sale Of Real Property 17 EXHIBIT "A" LEGAL DESCRIPTION OF SUBJECT PROPERTY Lots 9 and 10 in Block 115 of Tract No. 234, in the City of Newport Beach, County of Orange, State of California, as shown on a map recorded in Book 13, Pages 36 and 37, of Miscellaneous Maps, in the Office of the County Recorder of said County. (End of Legal Description) Exhibit A EXHIBIT "B" GRANT DEED RECORDING REQUESTED BY AND WHEN RECORDED, MAIL TO: City Clerk City of Newport Beach 3300 Newport Boulevard PO Box 1768 Newport Beach, California 92663-3884 RECORDING FEE EXEMPT PER GOVT. CODE SEC. 6103 & 27383 (Space Above for Recorder's Use) DOCUMENTARY TRANSFER TAX $ NONE GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, SOUTHERN CALIFORNIA EDISON COMPANY, a California corporation ("Grantor"), hereby GRANTS to the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("Grantee"), the real property ('Property') located at 1516 W. Balboa Blvd., in the City of Newport Beach, County of Orange, State of California, Assessors Parcel Number 047-222-10, more particularly described as: Dated: Lots 9 and 10 in Block 115 of Tract No. 234, in the City of Newport Beach, County of Orange, State of California, as shown on a map recorded in Book 13, pages 36 and 37 of Miscellaneous Maps in the Office of the County Recorder of said County. Southern California Edison Company, a California corporation Name: Title: Dated: By: Name: Title: Exhibit B ATTACHMENT NO. "1" TO EXHIBIT "B" CERTIFICATE OF ACCEPTANCE This CERTIFICATE OF ACCEPTANCE is to certify that the interest in real property, by and between the City of Newport Beach, a California municipal corporation and charter city, as Grantee, and Southern California Edison Company, a California corporation, as Grantor, is hereby accepted on 20_ by the undersigned officer on behalf of the City of Newport Beach pursuant to authority conferred by Resolution No. 1992-82 of the City Council adopted on July 27, 1992. The City of Newport Beach consents to the recordation of said document in the Office of the Recorder of Orange County, State of California. APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY City Attorney ATTEST: Leilani I. Brown, City Clerk State of California County of ORANGE CITY OF NEWPORT BEACH, A Municipal Corporation am David Kiff, City Manager On , 20 before me, , Notary Public, personally appeared DAVID KIFF, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity(ies), and that by his signature on the instrument the person, or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Exhibit B (Seal) STATE OF CALIFORNIA ) ) ss. COUNTY OF ) On 2013 before me, personally appeared who proved to me on the basis of satisfactory evidence to the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under penalty of perjury under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Exhibit B STATE OF CALIFORNIA ) ) ss. COUNTY OF ) On 2013 before me, personally appeared who proved to me on the basis of satisfactory evidence to the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under penalty of perjury under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Exhibit B EXHIBIT "C" Site Assessment Report (To Be Attached Exhibit C Exhibit "D" RARP and RARP Addendum (To Be Attached Exhibit D EXHIBIT "E" Completion Report (To Be Attached) Exhibit E EXHIBIT "C" Site Assessment Report Exhibit C 4 Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY TRANSMITTAL To: City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, California 92663 Attention: Mr. Mark Reader Transmitted: X Mail/Ovemight Courier Pick Up Email The Following: Draft Report X Final Report Extra Report Proposal Other Date: September 24, 2009 Project No. 602497-003 For: X Your Use As Requested Subject: Site Assessment Report, Marina Park, 1516 West Balboa Boulevard, Newoort Beach, California Distribution: (2 + 4 cd) Addressee LEIGHTON CONSULTING, INC. By: Meredith Church 17781 Cowan ■ Irvine, CA 92614.6009 949.250.1421 ■ Fax 949.250.1114 awww.leightonconsulting.com SITE ASSESSMENT REPORT MARINA PARK, 1516 WEST BALBOA BOULEVARD NEWPORT BEACH, CALIFORNIA Prepared For: CITY OF NEWPORT BEACH 3300 Newport Boulevard Newport Beach, California 92663 Project No. 602497-003 September 22, 2009 Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY September 22, 2009 Project No. 602497-003 To: City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, California 92663 Attention: Mr. Mark Reader Subject: Site Assessment Report, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California Leighton Consulting, Inc., (Leighton Consulting) is pleased to present this Site Assessment Report summarizing environmental conditions in association with the property located at 1516 West Balboa Boulevard, in Newport Beach, California (referred to as the "Subject Property", Figure 1 — Site Location Map). This report is based on Leighton Consulting's "Revised Proposal to Perform Additional Site Assessment, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California", dated July 17, 2009 (Leighton Consulting, 2009a). References are presented in Appendix A. SITE BACKGROUND The subject property is a rectangular parcel that is approximately 5,360 square feet in size located on the Balboa Peninsula, north of West Balboa Boulevard between 150' and 16th Streets in Newport Beach, California (Figure 1, Site Location Map). The subject property was formerly used as an electrical substation by Southern California Edison from at least 1929 to 2008 (Figure 2, Site Aerial Photograph). The control room and the transformers were removed in 2008 and the subject property is currently vacant. The site is proposed to be used as a parking lot for the Marina Park development. 17781 Cowan ■ Irvine, CA 92614.6009 949.250.1421 ■ Fax 949.250.1114 ■ www.leiglitoncrosulting.com 602497-003 Leighton Consulting conducted a Phase I and Phase II ESA for the Subject Property to assess for potential subsurface impacts from equipment and hazardous substances, such as PCB -containing oil, associated with the former electrical substation (Leighton Consulting, 2009b). Soil sample locations were selected based on aerial photographs, a site plan provided by Southern California Edison depicting the locations of the former equipment, and a discussion with Mr. Bernard Rapan regarding the location of equipment that may have contained PCBs. On March 10, 2009, Leighton Consulting advanced five hand auger borings at the subject property to a maximum depth of 2 feet bgs and collected from each location a soil sample at a depth of approximately 0.5 feet bgs and the second between 1.3 and 2.0 feet bgs. Soil conditions were very gravelly with cobbles and refusal was encountered in boring B2, B3, and B4 at 1.5, 1.3, and 1.8 feet bgs, respectively, and soil samples were obtained from the maximum depth reached at these locations. All of the soil samples (10 total) were analyzed for total petroleum hydrocarbons — carbon chain (TPH-cc, C8 -C40), by EPA 8015B and for PCBs by EPA Method 8082. Based on the initial results, the three samples with the highest TPH-cc results were also analyzed for semi -volatile organic compounds (SVOCs), and the three samples with the highest results in the C&C10 range were also analyzed for volatile organic compounds (VOCs) and TPH as gasoline (TPH-g). TPH-cc was detected in nine of the ten samples at concentrations ranging from 16 milligrams per kilogram (mg/kg) to 110 mg/kg. TPH-g (C4 -C12) was not detected above laboratory limits in the three samples analyzed. The soil screening levels established by the RWQCB are 100 mg/kg for gasoline (C4 -C12) and diesel (C13 -C22), and 1,000 mg/kg for heavy hydrocarbons (C23 - C32) (CRWQCB, 1996). Aroclor 1248, a PCB, was detected in one sample, 135-0.5 at 0.048 mg/kg. In addition, Aroclor 1254 was detected in four of the ten samples from 0.022 mg/kg to 92 mg/kg. The Industrial Regional Screening Level (RSL -1) for Aroclor 1248 and Aroclor 1254 is 0.74 mg/kg for each (USEPA, 2008). No additional PCBs were detected at the subject property. No VOCs or SVOCs were detected in the samples analyzed. Based on the results of the initial Phase II ESA, Leighton Consulting recommended that additional samples should be obtained at the subject property to assess the vertical and lateral impacts to soil, and to assess potential impacts to groundwater. The boring locations and summary of the detected analytes from the initial Phase II ESA, and this subsequent Site Assessment, are shown on Figure 3, Site Plan and Laboratory Data Summary. The laboratory report and results of the laboratory analysis are included as Appendix B and Table 1, respectively. ♦% -2- LE10"t'II 602497-003 SUMMARY OF WORK CONDUCTED Boring Location Mark Out and Underground Service Alert (USA) Leighton Consulting delineated the site with white paint as appropriate for USA identification. USA was then contacted at least 48 hours prior to the commencement of field activities to designate underground utility locations. Health and Safety Plan A Site Specific Health and Safety Plan (HSP) was prepared for work to be performed at the site. The HSP complied with the Occupational Safety and Health Administration (OSHA) regulation 29 CFR 1910.120. All onsite personnel signed the HSP acknowledging acceptance. The document was kept onsite at all times during the field activities. On August 3, 2009, Leighton observed and directed field activities during the advancement of 8 direct -push soil borings by Millennium Environmental, Inc. (Millennium). Millennium's hydraulically -driven drilling rods were 1.5 inches in diameter and constructed of steel with a hardened drop-off steel tip. The sampling tip was decontaminated between each sample location by triple washing in water with a phosphate free detergent, water, and deionized water. Soil borings were advanced to a total depth of 8 feet bgs and groundwater was encountered between 5.5 to 7 feet bgs. Soil samples were obtained in acetate sleeves at 2 feet bgs, 5 feet bgs and/or the soil/groundwater interface. In addition, a grab groundwater sample was obtained from each location. The table below summarizes the sample location depth: Boring — Depth to Groundwater (feet bgs) Sample Depth (feet bgs) B6 7 2, 5, 7, GW 137 7 2, 5, 7, GW B8 5.9 2, 5, GW, GW duplicate B9 6 2, 6, GW B10 6 2, 6, GW Bl l 5 2, 5, GW B12 6 2, 6, GW B13 5.5 1 2, 5, GW 6 „0 -3- Leighton 602497-003 Soil sample headspace readings were recorded with a photoionization detector (PID). The soil samples retained from each boring were immediately placed in an ice -cooled chest for temporary storage, and transported to Advanced Technology Laboratories (ATL) in Signal Hill, a State of California Certified laboratory for chemical analysis. The soil boring logs are included in Appendix C. Laboratory Analyses A total of 27 soil and groundwater samples from the 8 boring locations were submitted to ATL for analysis. Samples were analyzed for one or more of the following constituents: • TPH-g by EPA Method 8015b (C4 -C 12) • TPH-cc by EPA Method 8015b (C8 -C40) • PCBs by EPA Method 8082 • VOCs by EPA Method 8260b • SVOCs by EPA Method 8270c Standard laboratory quality control procedures were conducted and included the running of blanks, matrix -spike samples and matrix -spike duplicate samples. The laboratory report and results of the laboratory analysis are included as Appendix B and Table 1, respectively. �. : • 1 � � ��1r1�7!_fe711�•]i1:1�1t15�� ... ...k. z..` According to the Soil Survey of Orange County and Western Part of Riverside County, the Site is located within the soil type of "beaches." Beaches is described as sandy, gravelly, or cobbly coastal shores that are washed and rewashed by tidal and wave action (United States Department of Agriculture, 1978). Soils encountered during the subsurface investigation at the Subject Property consisted of silt, cobbly silt, silty sand, poorly graded sand, and cobbly sand to the total depth explored of 8 feet bgs. Groundwater was encountered between 5.5 to 7 feet bgs. The Pacific Ocean is located 650 feet to the southwest of the Subject Property and a marina with boat slips in the Newport Channel of Newport Bay is located approximately 180 feet to the northeast of the Subject Property; therefore, the groundwater gradient is expected to be variable. r� -4- Leigl;tcn 602497-003 Laboratory Analysis of Soil Samdes Total petroleum hydrocarbons — carbon chain (TPH-cc, C8 -C40), was not detected the soil samples analyzed, with the exception of B7-5' at a concentration of 41 mg/kg. TPH-cc was not detected in the deeper soil sample obtained at B7-7' or in the groundwater from Boring B7. During the previous investigation consisting of Borings B1 -B6, TPH-cc had been detected at a concentration from 16 mg/kg to 110 mg/kg in nine of the ten soil samples. The soil screening levels established by the RWQCB are 100 mg/kg for gasoline (C4 -C12) and diesel (C13 -C22), and 1,000 mg/kg for heavy hydrocarbons (C23 -C32) (CRWQCB, 1996). Two of the samples contained TPH-cc over 100 mg/kg, B1-0.5' and B3-1.3' at 110 mg/kg each; however, approximately half of the TPH was in the heavy hydrocarbon range from C28 -C40. The PCB Aroclor 1254 was detected in four of the samples analyzed: B7-2' at 0.36 mg/kg, B7-5' at 0.059 mg/kg, B9-2.0' at 0.35 mg/kg, and B10-2' at 0.28 mg/kg. The PCB Aroclor 1242 was detected in two samples analyzed: B7-7.0' at 0.036 mg/kg and B12-2.0' at 0.028 mg/kg. PCBs were not detected in the remaining soil samples analyzed. In the previous investigation consisting of Borings BI -B6, the PCB Aroclor 1248, was detected in one sample, 135-0.5 at 0.048 mg/kg. In addition, Aroclor 1254 was detected in four of the ten samples from 0.022 mg/kg to 92 mg/kg. The Residential and Industrial Regional Screening Level (RSL -R and RSL -I) for Aroclor 1242, 1248, and 1254 is 0.22 mg/kg and 0.74 mg/kg for each, respecitvely (USEPA, 2009). TPH-g, VOCs, and SVOCs were not detected above the laboratory detection limits in the soil samples analyzed, with the exception that several SVOCs were detected in B7-5.0 feet bgs, including benzo(a)anthracene at 0.44 mg/kg, chrysene at 0.43 mg/kg, fluoranthene at 0.47 mg/kg, phenanthrene at 0.46 mg/kg, and phenanthrene at 0.76 mg/kg. All of the SVOCs were below their corresponding RSL -I, and all were below their corresponding RSL -R, with the exception of benzo(a)anthracene (the RSL -R is 0.15 mg/kg). TPH-g, TPH-cc, and PCBs were not detected in any of the groundwater samples, with the exception that TPH-cc was detected in the groundwater from B6 at the northwest comer of the Subject Property at a concentration of 0.68 milligrams per liter (mg/L). The analytical results are summarized in Table 1, located at the rear of the report text. The laboratory reports are included as Appendix B. A soil laboratory data map that summarizes the detected analytes (TPH-cc and PCBs) is included as Figure 3. ♦% r� i -5- Lµiphten �IIY ,lL'falll�] CONCLUSIONS AND RECOMMENDATIONS The PCB Aroclor 1254 was detected above the RSL -I of 0.78 mg/kg in two soil samples, B1-0.5' at 4.2 mg/kg and B5-2.0' at 92 mg/kg. Additionally, Aroclor 1254 was detected above the RSL - R of 0.22 mg/kg in three soil samples, B7-2.0' at 0.36 mg/kg, B9-2.0' at 0.35 mg/kg, and B10- 2.0 mg/kg. In addition, the SVOC benzo(a)anthracene was detected above the RSL -R of 0.15 mg/kg in one soil sample, B7-5 at 0.44 mg/kg. The California Regional Water Quality Control Board (CRWQCB) has developed maximum soil screening levels for Total Petroleum Hydrocarbons (TPH) above drinking water aquifers. Since there is no adequate measure of risk or toxicity of TPH, the screening levels for TPH is based on the carbon range numbers of the TPH (CRWQCB 1996, Table 4-1). The maximum screening levels for soil located 0 to 20 feet above groundwater is as follows: C4 — C12 (gasoline range): 100 mg/kg, C13 — C22 (diesel range): 100 mg/kg, C23 - C32 (oil range): 1,000 mg/kg. These ranges reflect the mobility of the materials; the shorter carbon chain TPH moves more easily in soil than the longer carbon -chain. Soil with TPH detected below the soil screening levels with no additional hazardous constituents present generally may remain onsite without posing a threat to the groundwater or human health. Two of the samples contained TPH-cc over 100 mg/kg, B1-0.5' and B3-1.3' at 110 mg/kg each; however, approximately half of the TPH was in the heavy hydrocarbon range from C28 -C40. Based on the laboratory results, the detected levels of TPH in the samples analyzed were below the maximum soil screening levels established by the CRWQCB (CRWQCB, 1996). In addition, the Subject Property is located adjacent to Newport Bay and the groundwater is expected to be brackish and not suitable for drinking water. The TPH-impacted soil is not expected to be a threat to groundwater or human health. The Subject Property is reportedly to be developed with an asphalt paved parking lot for the Marina Park project. Because the proposed development is for commercial purposes, the Site should be remediated to at least industrial standards; however, it is recommended that the Site be remediated to the more conservative residential standards. Leighton Consulting recommends that areas where soil contamination has been detected above the residential Regional Screening Level (RSL -R) be remediated by excavation and disposal to an appropriate facility. The approximate area and depth recommended for excavation is depicted on Figure 3. A depth of approximately 5 feet bgs is recommended for the area with the exception of B7, where a depth of 6 feet bgs is recommended. Confirmation soil samples should be taken to ensure that the RSL -R target goals have been met, and confirmation samples may limit or expand the area and depth required for excavation to meet these goals. r� -6- Leigl'tcn 602497-003 It is Leighton Consulting's opinion that the low levels of TPH-cc detected in the groundwater from the northwest corner of the subject property appears to be from an offsite source and is not considered likely to be a threat to human health or the environment or to require mitigation. The offsite source may possibly be from the use of Newport Harbor for boating and marina purposes or from a former gasoline release to soil and groundwater by a Mobil gas station located at 1500 Balboa Boulevard located approximately 90 feet to the east of the Subject Property. If the City of Newport Beach desires a closure letter from a regulatory agency, this report should be submitted to the Orange County Health Care Agency (OCHCA) and an agreement for the voluntary oversight program should be requested. If oversight is requested, the OCHCA requires an approved Remedial Action Plan (RAP) and a Workplan prior to mitigation. We appreciate the opportunity to serve the City of Newport Beach. Please do not hesitate to call the undersigned at (949)-681-4208, if you have any questions regarding the findings of this report. Respectfully submitted, LEIGHTON CONSULTING, INC. Meredith Church, PG 8326 Project Geologist Senior Reviewer: Richard Williams, PG Attachments: Figure 1 — Site Location Map Figure 2 — Site Aerial Photograph Figure 3 — Site Plan and Laboratory Data Summary Table 1— Soil Analytical Results Summary Appendix A — References Appendix B — Laboratory Analytical Results Appendix C — Soil Boring Logs Distribution:(2 + 4 cd) Addressee -7- I �Trraailed 1 \� .�� 1 MaTji fIn P 1 x _ `��0 2,000 4,000 s kJ ,IAaa , 3?= N .) .� u �� y ' J� =� • ter SCALE FEET it \I, �aa♦G"�f (aBase Map. USGS Topographic Mae. NeiBeach Quadrangle. •`• i Cis CaliII15series, orange County. 1919 "err • ' 1 � �Ii��'. r�/i V / r }f _ _ . -al f• i i r..: Jia _ _ ��'' Nn�Qpq{ Rte' p,, `• i�•\i yv IFS 'L� SeZ �, Y.ya • '�`7G��a�s'y/G�,Jpr i_,r A.1 N`".-. • al. ) �- " 11 Baa; ! ch Y eo 1 < \ / set sr- Is r— w �tti J ,1 ._ 7� ;,01 4` tT �='^"M 1 � '• � /, 15%...4 '1 �*1 •. a ..: '^ yN.- ` A�f Lmda �ysr' • �, • {.° Isle c P, Y Uahi, Nartar L LIXnI YNp ,T IIA9i—fit up,p 33'r ght Ps,kmg Ata ♦ Las Ae L,gnl Collins,iPark^ L , 4 i4' NEWPORT BEACH a po aay r i Parli ate Site Boundary ' - r. Balb) Project No. 4 1516 West Balboa Boulevard SITE LOCATION 802497-003 `� Newport Beach, California MAP Dale 19 August2009 Figure 1 IkG+ dmino . nv„ STm,y rmWr _co* sa.laato Wp mm TPH-ec PCBs SaIDple pCBe <10 <0.033 B2-0.5 55 <0.03: .0 110 <0.033 .!2 <10 NA iW 1 0.68 1 <0.005 Sample TPHc 1 Aroclor 1 ID B10-6.0 <10 1254 81-0.5 110 4.2 61-2.0 <10 <0.016 I"rS?M •i B6 - -5' bgs 1 KV SwItchrack 1B ID B12 • triple TPH-cc Aroclor Sample TPH-cc d Araor Arodor B10-6.0 <10 <16 W ry`�,� " C 1242 <16 1264 0.36 T y � B10 -GW <0.20 <0.00 5 41 <16 0.059 TPH-cc Total Petroleum Hydrocarbons. x rt Sample TPH-tc 'roclor Ar254 od8' - : 10 , ID B7 -GW c BS -0.5 40 <0.016 0.04 c B5 3 85-2.0 28 92 <0.016 E. GE. Co. m TPH-cc ,• / z 3-500 KVA 89 / Daae r Sample Aroclor j / 0 < CD e TPHec ID 1254 4/ w 0 � ron m 89-2.0 <10 0.35 116 3 m 2) 89.6.0 710 <16 Newport Beach, California 84 No. 1 BANK a ID B12 • triple TPH-cc Aroclor Sample TPH-cc d Araor Arodor ID 1254 ID 137-2.0 <10 1242 <16 1264 0.36 n' -1.3 110 0.022 B7-5.0' 41 <16 0.059 TPH-cc Total Petroleum Hydrocarbons. x w <10 0.036 m � or mg/L (water) B7 -GW <0.20 <0.0005 <0.0005 Red color indicates detection above B80 0 3 the RSL -I of 0.74 mg/kg and the , % E. GE. Co. m TPH-cc Aroclor 1242/1248/1254. z 3-500 KVA 1242 SITE PLAN AND ♦ <70 0.028 KV scale Vials' SUMMARY 4/ Engr./Geol. MDC z <10 116 1516 West Balboa Blvd Leighton Consulting, Inc. ID B12 • triple TPH-cc Aroclor Sample TPH-cc d Araor Arodor ID 1254 ID 137-2.0 <10 1242 <16 1264 0.36 -0.5 59 <0.016 -1.3 110 0.022 B7-5.0' 41 <16 0.059 TPH-cc Total Petroleum Hydrocarbons. 67-7.0 <10 0.036 <16 , ' or mg/L (water) B7 -GW <0.20 <0.0005 <0.0005 Red color indicates detection above B80 the RSL -I of 0.74 mg/kg and the , % E. GE. Co. RSL -R of 0.22 mg/kg forAroclor Note: Al structures have been removed from the site and it is presently vacant. 1242/1248/1254. bgs -' 3-500 KVA Plot Plan, Revision dated July 27, 1960. Note indicated that oil in electrical equipment was mineral oil. SITE PLAN AND ♦ Project No. 602497-003 i KV scale Vials' SUMMARY 4/ Engr./Geol. MDC Drafted By MDC 1516 West Balboa Blvd Leighton Consulting, Inc. Date September, 2009 Newport Beach, California 84 No. 1 BANK Sample TPHtc PCBs A.C. Co. ID 4-1000 P KVA B8-2.0 <10 <0.033 14/4 KV B8-5.0 <10 <0.033 B8 -GW <0.22 <0.0005 _ „ B8-Dup <0.22 <0.00.5 0 Aroclor 1 1254 B4-0.562 Limits and depth 64-1.8 16 recommended for m Excavation B11 -GW <0.20 LEGEND <0.0005 .0 NA <0.033 1242, 1248. and 1254 are PCBs. Sample TPH­cc ID 1 Aroclor 1 1254 B4-0.562 <0.016 64-1.8 16 0.028 Sample B11 ID TPHcc PCBs 1311-2.0 <10 1 <0.033 664813 advanced 8/32009 B11-5.0 <10 1 <0.033 B11 -GW <0.20 LEGEND <0.0005 .0 NA <0.033 1242, 1248. and 1254 are PCBs. 131 Soil Boring Location and ID 9 81-65 advanced 3/10/2009 le PCBs 664813 advanced 8/32009 TPH-cc mg/kg Milligrams per Kilogram .0 NA<0.033 PCBs Polychlorinated Biphenyls.Arodor .0 NA <0.033 1242, 1248. and 1254 are PCBs. ga�boa RSL -I Regional Screening Level - exceeded RSL -R of 0.15 mg/kg RSL -R Industrial (I), Residential (R) - B13 TPH-cc Total Petroleum Hydrocarbons. Carbon chain (cB-C40) Semi -volatile organic compounds detected. Senzo(a)anhracene ga�boa exceeded RSL -R of 0.15 mg/kg glyd All lab data reported in mg/kg (soil) or mg/L (water) NORTH Red color indicates detection above the RSL -I of 0.74 mg/kg and the RSL -R of 0.22 mg/kg forAroclor Note: Al structures have been removed from the site and it is presently vacant. 1242/1248/1254. Modified from Southern California Edison Map, 28067-4, Master Index: M506, Newport Beach Substation Electrical Equipment Plot Plan, Revision dated July 27, 1960. Note indicated that oil in electrical equipment was mineral oil. SITE PLAN AND ♦ Project No. 602497-003 LABORATORY DATA �� scale Vials' SUMMARY 4/ Engr./Geol. MDC Drafted By MDC 1516 West Balboa Blvd Leighton Consulting, Inc. Date September, 2009 Newport Beach, California A LE1GMTON GROUP GOMPANT Figure �5•�yy wall,�����P�R�s S ee�'� 8• $�$�f Su��e,•p& $ P blb bb blblbe bb�b3$bY°'°_bb Flb AA bb ab $ ale E b��e $ a $�� $.. �aNV.e bb== g 5e S FV Y"I$$eo":='=$$�IF$$oa FF •`•`•'.', .',: -3bbF�_ L �Ca �Betl aec=EIEEEE ;;el A.M96IEI;InIClea: ,e e,veeOOBn "ea I I II I a.$la� I�;I;lee=a$e •I ^I^=1^I �� 80868868aaBB8 __ BeBad IS a a a a IeYtI y nI1naInGnylYlnnnnll ,nl .a$I$$ .4 -- '$m alaeT EEEIEIEI�EI£I£EEEEI£IEII££EIEE :leeasaevaa Ia=laelalaEe IEeaal:la: 11.2 e el�lbalea�neb ell �$I$$ ;I:ImM-a, aebabaa 'e6YY:a: 19 -9`E 11 1 6I�8jI0 �elee I°8: {EPEE £IEEE£F££IEIz IF F�F F'c `a1=1;, Naaaab °x el„lO$o F: £EFEE'sEE£ II III EEFEE III FF I EF I-111=IalAIaAA - $ooso III^ FaaeaaY IT�I I I I�Io;aeAAAe I e EEE{{{EF'sF {{F {EE{{ o°a®a £Yveye'e Aaaa=al Iola@Ie_" nolo ye 88884 88dAaBeOa la B8q6 pEy d aBA -t-dbneulYnYeeea a6aaaaaaadA 888$$ -"ve Ana Hale oa . alo S566e3 {FIFIFIFIFIFIFIEFIFFE{IFI FIEFIFF FIFFIEIFI{IEE- Elaalalalaa Iyer ss^a n9nnutdg �.d"I�I01E aaa1^a^eA^^ nem ABABA $$-&t$$ ASA vo ...... aa86a . ala evS- 99 6, H•.�.......... a—M �..... £EEE£ I__—elg,g'e ea'a. nee8a aYsaa @$e3 11.E££E£.££££ AiSa2 I£laa `££££ 'alGIG a a$a$a SU. a ££ £IE£EI£IE££ EI£I£ £I£I£ �2�I-;1l=lmlae$I _� E £F£F££T££ F£E FIFI£=� elal I eae ssSss"s e FIFI1{EI{IEEE{FEIFFI IF{{,EF as 11=lel.11ele� aasaA valalaasa �EEI£= EEE£JE£ IEIEEEE vAaavaeae alele;la;l'�al ealalaaaa �e aa,aaaAaaaaeaaey Cabers r'nin nnee:L_ Aaeaa IsI$ese Oea ;ala eaa;sw mts eolala =as 9, _£{FF£E£EEEEE'x'P£ E£E£E bAT, aa�saaaana eea eas1'^ Kala a - -a ggm 8g I{I{{I{{ I;IaI9Inlmlael$� Iblalalalsaa� {FIE EIEIF!{K{M..E{FIFI{I I£IEFI££ I a& I°alall �e £££££E££ S9 Zia £££EI£{{EhE{IE£=I£EEIEFI£EI£EI££IEE�E�E IFaal=="e _��g$aS . tIv-aIa-IsaoavaGs.$. 6646AAS86 a$2 sy E F o a ole o IE al a Ili £E£E£ aam amFE Jain GIs as IEElE1EIIIIIEElEEEFI£EI£E I Aallld;lmlg aala�lIe F W:,, , V, , Al fUWA k 0 602497-003 APPENDIX A References California Regional Water Quality Control Board (CRWQCB), 1996, Interim Site Assessment and Cleanup Guidebook, dated May 1996. Leighton Consulting, Inc., 2009a, Revised Proposal to Perform Additional Site Assessment, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California, Proposal No. P60101173, dated July 17, 2009. Leighton Consulting, Inc., 2009b, Phase 1 and Phase II Environmental Site Assessment, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California, Project No, 602497-001, dated April 3, 2009. United States Department of Agriculture, 1978, Soil Conservation Service and Forest Service, Soil Survey of Orange County and Western Part Riverside County, California, dated September 1978. United States Environmental Protection Agency (USEPA). Regional Screening Levels (RSL) for Chemical Contaminants at Superfund Sites. RSL Table Update. April 2009. A-1 P DM V March 26, 2009 Meredith Church Leighton Consulting, Inc. 17781 Cowan Street Irvine, CA 92614 TEL: (949)681-4208 FAX: (949) 757-7230 RE: Newport -SCE Parcel, 602497-001 Attention: Meredith Church `1f0 pt ♦eeago4 � cR u � v z ELAP No.: 1838 NELAP No.:02107CA NEV ADA.: CA -401 CSDLAC No.: 10196 Workorder No.: 104410 Enclosed are the results for sample(s) received on March 10, 2009 by Advanced Technology Laboratories . The sample(s) are tested for the parameters as indicated in the enclosed chain of custody in accordance with the applicable laboratory certifications. Thank you for the opportunity to service the needs of your company. Please feel free to call me at (562)989.4045 if I can be of further assistance to your company. Sincerely, Eddie F. odriguez Laborat ry Director The cover letter is an integral part of this analytical report. This Laboratory Report cannot be reproduced in pan or in its entirety without written permission from the client and Advanced Technology Laboratories. 44LAdvanced Technology 1 of Laboratories 3275 Walnut Avenue SrgnaPhfill, CA 90755 Tela 562 989-4045 Fax: 562 989-4040 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B1-0.5 Lab Order: 104410 Collection Date: 3/10/2009 11:10:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-001 mg/Kg 1 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT Run1D: GC8 090317A TIR Hydrocarbons: C8 -C10 TIR Hydrocarbons: C10•C18 TIR Hydrocarbons: C18 -C28 TIR Hydrocarbons: C28 -C36 TIR Hydrocarbons: C36 -C40 T/R Hydrocarbons: C8 -C40 Total Sun: p-Terphenyl PCBS BY GC/ECD OC Balch: 53868 EPA 35508 EPA 8015B(M) PrepDate: 18 10 mg/Kg 1 ND 10 mglKg 1 32 10 mg/Kg 1 33 10 mg/Kg 1 23 10 m9/K9 1 110 10 mglKg 1 113 57-144 %REC 1 RunlD: GC5_0903168 OC Batch: 53874 Aroclor 1016 NO Amdor 1221 NO Arodor 1232 NO Arodor 1242 NO Arodor 1248 NO Arodor 1254 4200 Amdor 1260 NO Arodor 1262 ND Arodor 1268 ND Sur: Decachlorobiphenyl 77.6 Sur: Decachlorobiphenyl 104 Sur: Tetrachloro-m-xylene 82.3 Surr: Tetrachloro-m-xylene 71.6 SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS 1 EPA 3550B EPA 8270C RunlD: MS6_090320A EPA 8082 PrepDate: PrepDate: NO 16 pg/Kg 1 33 pg/Kg 1 16 pg/Kg 1 16 pg/Kg 1 16 pg/Kg 1 330 pg/Kg 20 16 pg/Kg 1 16 pg/Kg 1 16 pg/Kg 1 30-124 %REC 1 30-124 %REC 20 40-118 %REC 1 40-118 %REC 20 EPA 8270C RunlD: MS6_090320A OC Batch: 54042 PrepDate: 1,2,4-Trichlorobenzene NO 330 pg/Kg 1 1,2 -Dichlorobenzene NO 330 pg/Kg 1 1,3 -Dichlorobenzene NO 330 pglKg 1 1,4 -Dichlorobenzene ND 330 pg/Kg 1 2,4,5 -Trichlorophenol ND 330 pg/Kg 1 2,4,6 -Trichlorophenol ND 330 pg/Kg 1 2,4-Dichlorophenol ND 1600 p9/Kg 1 2,4 -Dimethylphenol NO 330 pg/Kg 1 2,4-Dinitropheml ND 1600 pg/Kg 1 3/16/2009 Analyst: CBR 3/17/1909 04:19 PM 3/17/1909 04:19 PM 3/17/1909 04:19 PM 3/17/1909 04:19 PM 3/17/1909 04:19 PM 3/17/1909 04:19 PM 3/17/1909 04:19 PM 3/16/2009 Analyst: HL 3/16/2009 09:01 PM 3/16/2009 09:01 PM 3/16/200909:01 PM 3116/2009 09:01 PM 3116/2009 09:01 PM 3117/2009 10:25 AM 3116/2009 09:01 PM 3116/2009 09:01 PM 3/16/2009 09:01 PM 3/16/2009 09:01 PM 311 712 00 9 10:25 AM 3/1612009 09:01 PM 311 7/200 9 10:25 AM 3/20/2009 Analyst: DMP 324/200912:48 AM 324/200912:48 AM 3242009 12:48 AM 324/2009 12:48 AM 324/2009 12:48 AM 324/2009 12:48 AM 3242009 12:48 AM 324/2009 12:48 AM 32412009 12:48 AM Qualifier: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike(Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out 42.Idr:mred 7eehnologr 1411Lalmraloriev 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562 989.4045 Far. 562.989.4040 2 of 43 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order- 104410 Project: Newport -SCE Parcel, 602497-001 Lab ID: 104410-001 ANALYTICAL RESULTS Print Date: 26 -Mar -09 Client Sample ID: 13I-0.5 Collection Date: 3/102009 11:10:00 AM Matrix: SOIL Analyses Result PQL Qual Units DP Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS6 090320A 2,4-Dinitmtoluene 2,6-Dinitrotoluene 2-Chloronaphlhalene 2 -Chlorophenol 2 -Methylnaphthalene 2-Methylphenol 2-Nitroaniline 2-Niuophenol 3,3'4Dichlorobenzidine 3-Nitroanillne 4,6-Dinitro-2-methylphenol 4-Bmmophenyl-phenylether 4-Chloro-3-methylphenol 4-Chloroaniline 4-Chlorophenyl-phenylether 4-Methylphenol 4-Nilroaniline 4-Nitrophenol Acenaphthene Acenaphthylene Anthracene Benzidine (M) Benzo(a)anthmcene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perylene Benzc(k)fluoranlhene Benzoic acid Benzyl alcohol Bis(2chloroethoxy)methane Bis(2chloroelhyl)ether Bis(2-chloroisopropl4)ether Bis(2-ethylhexyl)phthalate Butylbenzyl phthalate Chrysene Di-n-butylphthalate QC Batch: 54042 PrepDate: NO 330 pg/Kg 1 ND 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 ND 330 pg/Kg 1 ND 330 pg/Kg 1 ND 1600 pg/Kg 1 NO 330 p9/K9 1 NO 660 pg/Kg 1 ND 1600 pg/Kg 1 NO 1600 pg/Kg 1 NO 330 p91Kg 1 ND 660 pg/Kg 1 NO 660 p91K9 1 NO 330 P9/Kg 1 NO 330 p91Kg 1 NO 1600 pg/Kg 1 NO 1600 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pq/K9 1 NO 1600 p9/K9 1 NO 330 pg/Kg 1 NO 330 pg/K9 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 1600 pg/Kg 1 NO 660 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 ND 330 pg/Kg 1 3/2012009 Analyst DMP 3124/2009 12:48 AM 3/24/2009 12:48 AM 3/24/2009 12:48 AM 3/24/2009 12:48 AM 3/24/2009 12:48 AM 3/24/2009 12:48 AM 3/24/2009 12:48 AM 3/24/2009 12:48 AM 3/24/2009 12:48 AM 3124/2009 12:48 AM 3/24/2009 12:48 AM 3124/2009 12:48 AM 3/24/2009 12:48 AM 3124/2009 12:48 AM 3/24/2009 12:48 AM 312 4/2 009 12:48 AM 3/24/2009 12:48 AM 3124/200912:48 AM 3/24/200912:48 AM 3/24/200912:48 AM 3/241200912:48 AM 3/24/200912:48 AM 3/241200912:48 AM 3/24/200912:48 AM 3/24/200912:48 AM 3/24/200912:48 AM 3/24/200912:48 AM 3/2412009 12:48 AM 3/24/200912:48 AM 3/24/200912:48 AM 3/24/2009 12:48 AM 3/24/2009 12:48 AM 3/24/2009 12:48 AM 3/24/2009 12:48 AM 3/24/2009 12:48 AM 3/24/2009 12:48 AM Quallfwrs: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike/Surrogste outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / .tdtaneed Teehnologi Lalmrararies 3275 Walnut Avenue, Signal Hill, C.4 90755 Tel: 562. 989.4045 Fac: 562.989.4040 3 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 16 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B1-0.5 Lab Order: 104410 Collection Date: 3/10/2009 11:10:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-001 Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunlD: MS6 090320A Di-n-octylphlhalate Dibenz(a,h)anlhmcene Dibenzofuran Diethylphlhalate Dimethylphlhalale Fluoranthene Fluorene Hexachlorobenzene Hexachlorobutadiene Hexachlorocyclopenladiene Hexachloroethane Indeno(1,2,3-cd)pyrene Isophorone N-Nitrosodi-n-propylami ne N-Nitrosod iphenoamine Naphthalene Nitrobenzene Pentachlorophenol Phenanthrene Phenol Pyrene Surt: 1,2 -Dichlorobenzene -d4 Sun: 2,4,6-Tribromophenol Surf: 2 -Chlorophenol -d4 Suff: 2-Fluorobiphenyl Surf: 2-Fluorophenol Sufr: 4-Terphenyl-d 14 Sun: Nitrobenzene -d5 Sum Phenol -d5 OC Balch: 54042 PrepDate: 3/20/2009 Analyst DMP NO 330 pg/Kg 1 324/2009 12:48 AM NO 330 pg/Kg 1 324/2009 12:48 AM NO 330 pg/Kg 1 32412009 12:48 AM NO 330 pg/Kg 1 324200912:48 AM ND 330 pg/Kg 1 3242009 12:48 AM NO 330 pg/Kg 1 324200912:48 AM NO 330 pg/Kg 1 324200912:48 AM NO 330 pg/Kg 1 324/200912:48 AM ND 660 pg/Kg 1 324200912:48 AM ND 660 pg/Kg 1 324/200912:48 AM NO 330 pg/Kg 1 324200912:48 AM NO 330 pg/Kg 1 324/200912:48 AM NO 330 pg/Kg 1 324200912:48 AM NO 330 pq/Kg 1 324200912:48 AM NO 330 pg/K9 1 324/200912:48 AM NO 330 pg/l(q 1 324200912:48 AM NO 330 pg/Kg 1 324200912:48 AM NO 1600 pg/Kg 1 324200912:48 AM NO 330 pg/Kg 1 324/200912:48 AM NO 330 pg/Kg 1 324/200912:48 AM NO 330 pg/Kg 1 324/200912:48 AM 86.0 49-103 %REC 1 324/200912:48 AM 0.490 47-129 s %REC 1 324/2009 12:48 AM 22.9 54109 s %REC 1 3/24/200912:48 AM 108 59-108 %REC 1 324200912:48 AM 15.9 50-111 s %REC 1 3/24/2009 12:48 AM 112 58.135 %REC 1 3/24/200912:48 AM 106 54115 %REC 1 324200912:48 AM 69.9 58-112 %REC 1 324200912:48 AM Qualifiers: B Analytedetected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Dwectcd at the Reporting Limit S Spikc/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out adranetd Terhnologr Lnhorntorim 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Far: 561.989.4040 4 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: BI -2.0 Lab Order: 104410 Collection Date: 3/10/2009 11:20:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-002 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunlD: GC8_090317A OC Batch: 53868 PrepDate: 3!1612009 Analyst: CBR T/R Hydrocarbons: C8 -C10 ND 10 mglKg 1 3/17/1909 10:56 AM T/R Hydrocarbons: C10 -C18 ND 10 mg/Kg 1 3/17/190910:56 AM T/R Hydrocarbons: C18 -C28 ND 10 mg/Kq 1 3/17/1909 10:56 AM T/R Hydrocarbons: C28 -C36 ND 10 mg/Kg 1 3/17/190910:56 AM T/R Hydrocarbons: C36 -C40 ND 10 mg/Kg 1 3117/190910:56 AM T/R Hydrocarbons: C8 -C40 Total ND 10 mg/Kg 1 3/17/1909 10:56 AM Surf: p-Terphenyl 115 57-144 %REC 1 3/17/1909 10:56 AM PCBS BY GC/ECD EPA 3550B EPA 8082 RunID: GC5_090316B OC Batch: 53874 PrepDate: 3/16/2009 Analyst: HL Aroclor 1016 ND 16 pg/Kg 1 3/16/2009 08:31 PM Aroclor 1221 NO 33 pg/Kg 1 3/16/2009 08:31 PM Aroclor 1232 ND 16 pg/Kg 1 3/1612009 08:31 PM Aroclor 1242 NO 16 pg/Kg 1 3/16/2009 08:31 PM Aroclor 1248 NO 16 pg/Kg 1 3/1612009 08:31 PM Aroclor 1254 ND 16 pg/Kg 1 3/16/2009 08:31 PM Aroclor 1260 ND 16 pg/Kg 1 3/16/2009 08:31 PM Aroclor 1262 NO 16 pg/Kg 1 3/16/2009 08:31 PM Aroclor 1268 ND 16 pg/Kg 1 3/16/2009 08:31 PM Sun: Decachlorobiphenyl 76.6 30-124 %REC 1 3/16/2009 08:31 PM Sun: Tetrachloro-m-xylene 84.1 40-118 %REC 1 3116/2009 08:31 PM Qudifkn: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out 01 .Idranred Trrhavlo-i ,, Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 56Z 989.4045 Far: 56Z 989.4040 Me ilcj ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 132-0.5 Lab Order: 104410 Collection Date: 3/10/2009 11:30:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-003 LUFT Analyses Result PQL Qua[ Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunlD: GC8_090317A OC Batch: 53868 PrepDate: 3/1612009 Analyst: CBR T/R Hydrocarbons: C8 -C10 55 10 mg/Kg 1 3/17/1909 01:38 PM T/R Hydrocarbons: C10 -C18 NO 10 mg/Kg 1 3/17/1909 01:38 PM T/R Hydrocarbons: C18 -C28 NO 10 mg/Kg 1 3/17/1909 01:38 PM T/R Hydrocarbons: C28 -C36 NO 10 mg/Kg 1 3/17/1909 01:38 PM T/R Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 3/1711909 01:38 PM T/R Hydrocarbons: C8 -C40 Total 55 10 mg/Kg 1 3/17/1909 01:38 PM Sum: p-Terphenyl 111 57-144 %REC 1 3/17/1909 01:38 PM HYDROCARBON CHAIN IDENTIFICATION EPA 80158 RunID: GC2_090319A OC Batch: E09VS078 PrepDate: Analyst: KHN T/R Hydrocarbons: C4 -C12 NO 1.0 mg/Kg 1 3/19/2009 02:22 PM Sun: Bromofluorobenzene (FID) 90.9 59-145 %REC 1 3/1912009 02:22 PM PCBS BY GC/ECD EPA 35508 EPA 8082 RunlD: GC5_090316B OC Balch: 53874 PrepDate: 3116/2009 Analyst: HL Aroclor 1016 NO 16 pg/Kg 1 3116/2009 09:30 PM Aroclor 1221 ND 33 pg/Kg 1 3116/2009 09:30 PM Aroclor 1232 ND 16 pg/Kg 1 3116/2009 09:30 PM Aroclor 1242 NO 16 pg/Kg 1 3/16/2009 09:30 PM Aroclor 1248 NO 16 pg/Kg 1 3/16/2009 09:30 PM Aroclor 1254 NO 16 pg/Kg 1 3/16/2009 09:30 PM Aroclor 1260 NO 16 pg/Kg 1 3/1612009 09:30 PM Aroclor 1262 NO 16 pg/Kg 1 3/16/2009 09:30 PM Aroclor 1268 ND 16 pg/Kg 1 3/16/2009 09:30 PM Sun: Dewchlorobiphenyl 72.5 30-124 %REC 1 3/16/2009 09:30 PM Sun: Tetrachloro-m-xylene 80.0 40-118 %REC 1 3/16/2009 09:30 PM VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 82608 RunlD: MS5_090319A OC Batch: T09VS076 PrepDate: Analyst: HH 1,1,1,2 -Tetrachloroethane NO 5.0 pg/Kg 1 3/19/200902:35 PM 1,1,1 -Trichloroethane NO 5.0 pg/Kg 1 3/19/200902:35 PM 1,1,2,2 -Tetrachloroethane ND 5.0 pg/Kg 1 3/19/200902:35 PM 1,12 -Trichloroethane ND 5.0 pg/Kg 1 3/19/200902:35 PM 1,1-Dichloroethane ND 5.0 pglKg 1 3/19/200902:35 PM Quallaert: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected m the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out //j 1 .-I dr aced "fee/utologr Laboratories 3275 Walnut Avenue. Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 561.989.4040 �_' 6 of 43 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out &N/ . l dranerd Trahnolog, O1 Lnbarnrorie. 3275 Walnut Avenne, Signal Hill, C4 90755 Tel: 562. 989.4045 Fa -r. 562.989.4040 7 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 16 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B2-0.5 Lab Order: 104410 Collection Date: 3/10/2009 11:30:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-003 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 82608 RunID: MS5_090319A QC Batch. T09VS076 PrepDate: Analyst: HH 1,1-Dichloroethene ND 5.0 pg/Kg 1 3/191200902:35 PM 1,1-Dichloropropene NO 5.0 pg/Kg 1 3/19200902:35 PM 1,2,3-Trichlorobenzene NO 5.0 pg/Kg 1 3/192009 02:35 PM 1,2,3-Trichloropropane NO 5.0 pg/Kg 1 3/19200902:35 PM 1,2,4-Trichlorobenzene NO 5.0 pg/Kg 1 3/1912009 02:35 PM 1,2,4-Trimethylbenzene ND 5.0 pg/Kg 1 31192009 02:35 PM 1,2-Dibromo-3chloropropane ND 10 pg/Kg 1 3/192009 02:35 PM 1,2-Dibromoethane ND 5.0 pg/Kg 1 3/1912009 02:35 PM 12 -Dichlorobenzene NO 5.0 pg/Kg 1 3/19200902:35 PM 1,2-Dichloroethane NO 5.0 pg/Kg 1 3/191200902:35 PM 1,2-Dichloropropane NO 5.0 pg/Kg 1 3/19/200902:35 PM 1,3,5-Trimelhylbenzene NO 5.0 pg/Kg 1 3/191200902:35 PM 1,3 -Dichlorobenzene ND 5.0 pg/Kg 1 31191200902:35 PM 1,3-Dichloropropane ND 5.0 pg/Kg 1 3/19/200902:35 PM 1,4 -Dichlorobenzene ND 5.0 pg/Kg 1 3/191200902:35 PM 2,2-Dichloropropane ND 5.0 pg/Kg 1 3/19/200902:35 PM 2-Butanone NO 50 pg/Kg 1 3/19/200902:35 PM 2-Chlorotoluene NO 5.0 pg/Kg 1 3/19/200902:35 PM 2-Hexanone NO 50 pg/Kg 1 3/19/200902:35 PM 4-Chlororoluene NO 5.0 pg/Kg 1 3/19/200902:35 PM 4-Isopropyltoluene NO 5.0 pg/Kg 1 3/19/200902:35 PM 4-Methyl-2-pentanone NO 50 pq/Kg 1 3/19/200902:35 PM Acetone NO 50 pg/Kg 1 3119/200902:35 PM Benzene NO 5.0 pg/Kg 1 3/19/200902:35 PM Bromobenzene NO 5.0 pg/Kg 1 3/19/200902:35 PM Bromochloromethane NO 5.0 pg/Kg 1 3/19/200902:35 PM Bromodichloromethane ND 5.0 pg/Kg 1 3/19/200902:35 PM Bromoform ND 5.0 pglKg 1 3/19/200902:35 PM Bromomethane ND 5.0 p9/Kg 1 3/19/200902:35 PM Carbon disulfide ND 5.0 pg/Kg 1 3/19/2009 02:35 PM Carbon tetrachloride ND 5.0 pg/Kg 1 3119200902:35 PM Chlorobenzene ND 5.0 pg/Kg 1 3/19/200902:35 PM Chloroethane ND 5.0 pg/Kg 1 3/19/2009 02:35 PM Chloroform NO 5.0 pg/Kg 1 3/19/200902:35 PM Chloromethane ND 5.0 pg/Kg 1 3/19/200902:35 PM cis-1,2-Dichloroethene NO 5.0 pg/Kg 1 3/19/200902:35 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out &N/ . l dranerd Trahnolog, O1 Lnbarnrorie. 3275 Walnut Avenne, Signal Hill, C4 90755 Tel: 562. 989.4045 Fa -r. 562.989.4040 7 of 43 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 104410 Project: Newport -SCE Parcel, 602497-001 Lab ID: 104410-003 ANALYTICAL RESULTS Print Date: 26 -Mor -09 Client Sample ID: B2-0.5 Collection Date: 3/10/2009 11:30:00 AM Matrix: SOIL Analyses Result PQL Quid Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 82608 RunID: MS5_090319A cis-1,3-Dichloropropene Di -isopropyl ether Dibromochloromethane Dibromomethane Dichlorodifluoromethane Ethyl Acetate Ethyl Ether Ethyl Tert-butyl ether Elhylbenzene Freon -113 Hexachlorobutadiene lodomethane Isopropylbenzene m,p-Xylene Methylene chloride MTBE n-Bulylbenzene n-Propylbenzene Naphthalene o -Xylene sec-Butylbenzene Styrene Tert-amyl methyl ether Tert-Butariol tert-Butylbenzene Tetrachloroethene Toluene trans-1,2-Dichloroethene trans-1,3.Dichloropropene Trichloroethene Trichlorofluoromethane Vinyl acetate Vinyl chloride Xylenes, Total Sur: 1,2-Dichloroetha ne-d4 Sun: 4-Bromofluorobenzene OC Batch: T09VS076 PrepDate: NO 5.0 pg/Kg 1 NO 5.0 pg/Kg 1 NO 5.0 pg/K9 1 NO 5.0 pg/Kg 1 NO 5.0 P9/K9 1 NO 50 u9/K9 1 NO 50 p9/Kg 1 NO 5.0 p9/K9 1 NO 5.0 p9/K9 1 NO 5.0 p9/K9 1 NO 5.0 p9/K9 1 NO 5.0 pg/Kg 1 NO 5.0 pg/Kg 1 NO 10 p9/K9 1 NO 5.0 v9/K9 1 NO 5.0 pg1K9 1 ND 5.0 p9/K9 1 NO 5.0 p9/K9 1 NO 5.0 P9/K9 1 ND 5.0 p91K9 1 NO 5.0 p9/K9 1 ND 5.0 p9/K9 1 ND 5.0 p9/K9 1 ND 100 4K9 1 ND 5.0 p9/K9 1 ND 5.0 p9/K9 1 ND 5.0 p9/K9 1 ND 5.0 p9/K9 1 ND 5.0 P9/K9 1 ND 5.0 pg/K9 1 ND 5.0 pg/Kg 1 ND 50 p9/K9 1 ND 5.0 p9/K9 1 ND 15 p9/K9 1 94.6 70-130 %REC 1 100 70-130 %REC 1 Analyst: HH 3/1912009 02:35 PM 3/19/2009 02:35 PM 3/19/2009 02:35 PM 3/1912009 02:35 PM 3/19/2009 02:35 PM 3/19/2009 02:35 PM 3/1912009 02:35 PM 3/1912009 02:35 PM 3/1912009 02:35 PM 3/1912009 02:35 PM 3119/2009 02:35 PM 3119/2009 02:35 PM 311 9/200 9 02:35 PM 311 9/200 9 02:35 PM 3/1912009 02:35 PM 3/19/2009 02:35 PM 311 91200 9 02:35 PM 3tl912009 02:35 PM 311912009 02:35 PM 3/19/2009 02:35 PM 311 9/200 9 02:35 PM 3/19/200902:35 PM 3/19/200902:35 PM 3/19/2009 02:35 PM 3119/2009 02:35 PM 3/19/2009 02:35 PM 3/19/2009 02:35 PM 3/1912009 02:35 PM 3119/2009 02:35 PM 3/19/2009 02:35 PM 3/19/2009 02:35 PM 3/19/2009 02:35 PM 3/19/2009 02:35 PM 3/19/2009 02:35 PM 3/19/2009 02:35 PM 3/19/2009 02:35 PM Quallf en: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out 16/ 1 rh anced Tecbno/ogt i,, Lnbory. rnries 3275 Walnut Avenue, Signal Nlll, CA 90755 Tel: 561. 989.4045 Far: 562.989.4040 8 of 43 Advanced Technology Laboratories ANALYTICAL RESULTS Pdat Date: 16 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B2-0.5 Lab Order: 104410 Collection Date: 3/10/2009 11:30:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-003 Analyses Result PQL Qual Unita DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 8260B RunID: MS5_090319A OC Batch: T09VS076 PrepDate: Sun: Dibromofluommethane 54.5 70-130 s %REC 1 Surr: Toluene -dB 109 70-130 %REC 1 Analyst: HH 311 9/200 9 02:35 PM 3/19/2009 02:35 PM Quallaers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S SpikdSurrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out Ads anced Teclutolugr Laboratnrire 3175 Walnut Avenue, Signal Hill, C4 90755 Tek 561. 989.4045 Far: 561.989.4040 9 Of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B2-1.5 Lab Order: 104410 Collection Date: 3/10/2009 11:36:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-004 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION NO 5.0 pg/Kg 1 NO 5.0 LUFT NO 5.0 EPA 8015B(M) RunlD: GC8_090317A OC Batch: 53868 PrepDate: 3/16/2009 Analyst: CBR T/R Hydrocarbons: C8-ClO 52 10 mg/Kg 1 3/17/190902:05 PM T/R Hydrocarbons: C10 -C18 ND 10 mg/Kg 1 3/17/1909 02:05 PM T/R Hydrocarbons: C18 -C28 12 10 mg/Kg 1 3/171190902:05 PM T/R Hydrocarbons: C28 -C36 13 10 mg/Kg 1 3/17/1909 02:05 PM T/R Hydrocarbons: C36 -C40 ND 10 mg/Kg 1 3/17/190902:05 PM T/R Hydrocarbons: CB -C40 Total 78 10 mglKg 1 3/17/190902:05 PM Sum: p-Terphenyl 114 57-144 %REC 1 3/17/1909 02:05 PM HYDROCARBON CHAIN IDENTIFICATION EPA 80158 RunlD: GC2_090319A OC Batch: E09VS078 PrepDate: Analyst: KHN T/R Hydrocarbons: C4 -C12 NO 1.0 mg/Kg 1 3/1912009 02:37 PM Sun: Bromolluorobenzene (FID) 89.0 59-145 %REC 1 3/1912009 02:37 PM PCBS BY GC/ECD EPA 35508 EPA 8082 RunlD: GC5_090316B OC Batch: 53874 PrepDate: 3116/2009 Analyst: HL Aroclor 1016 ND 16 pg/Kg 1 3/16/200910:00 PM Aroclor 1221 ND 33 pglKg 1 3116/200910:00 PM Aroclor 1232 ND 16 pg/Kg 1 3/161200910:00 PM Aroclor 1242 ND 16 pg/Kg 1 3116/2009 10:00 PM Aroclor 1248 ND 16 pglKg 1 3/16/200910:00 PM Aroclor 1254 ND 16 pg/Kg 1 3/16/200910:00 PM Aroclor 1260 ND 16 pglKg 1 3116/2009 10:00 PM Aroclor 1262 ND 16 pg/Kg 1 3/16/200910:00 PM Aroclor 1268 ND 16 pg/Kg 1 3/16/2009 10:00 PM Sum: Decachlorobiphenyl 84.5 30-124 %REC 1 3/16/2009 10:00 PM Sun: Tetrachloro-m-xylene 94.3 40-118 %REC 1 3116/2009 10:00 PM VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 82608 RunlD: MS5 090319A 1,102 -Tetrachloroethane 1,1,1 -Trichloroethane 1,122 -Tetrachloroethane 1,1,2 -Trichloroethane 1.1-Dichloroethane OC Batch: T09VS076 PrepDate: NO 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 NO 5.0 pg/Kg 1 NO 5.0 pg/Kg 1 NO 5.0 P9/K9 1 Analyst: HH 3/192009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM Quallners: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding rimes for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless othenvise specified DO Surrogate Diluted Out / 430 .1dr-rneed TrAurokg, Labo"fariec 3275 Walnut Avenue, Signal Hill, C.4 90755 Tel. 562. 989.4045 Fax: 56Z 989.4040 10 of 43 Advanced Technology Laboratories CLIENT: Lab Order: Project: Lab ID: Leighton Consulting, Inc. 104410 Newport -SCE Parcel, 602497-001 104410-004 ANALYTICAL RESULTS Print Date: 26 -Mar -09 Client Sample ID: 62-1.5 Collection Date: 3/10/2009 11:36:00 AM Matrix: SOIL Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82608 Run1D: MSS 090319A 1,1-Dichloroethene 1,1-Dichloropropane 1,2,3.Tdchlorobenzene 1,2,3-Tdchloropropane 1,2,4-Tdchlorobenzene 1,2,4-Tdmethyl benzene 1,2-Dlbromo-3-chloropropane 1,2-Dibromoethane 1,2 -Dichlorobenzene 1,2-Dichloroethane 1,2-Dichloropropane 1,3,5-Tdmethyf benzene 1,3 -Dichlorobenzene 1,3-Dichloropropane 1,4 -Dichlorobenzene 2.2-Dichloropropane 2-Butanone 2-Chlorotoluene, 2-Hexanone 4-Chlorotoluene 4-Isopropyltoluene 4-Methyl-2-pentanone Acetone Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromofonn Bromomethane Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane cis-1,2-Dichloroethene OC Batch: T09VS076 PrepDate: ND 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 NO 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 NO 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 NO 10 pg/Kg 1 NO 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 NO 5.0 pg/Kg 1 NO 5.0 pg/Kg 1 NO 5.0 p9/K9 1 NO 5.0 pg/Kq 1 NO 5.0 pg/Kq 1 NO 5.0 p9/K9 1 NO 5.0 Pg/K9 1 NO 50 pg/Kg 1 NO 5.0 p9/K9 1 NO 50 pg/Kg 1 NO 5.0 p9/K9 1 NO 5.0 p9/K9 1 NO 50 pg/Kg 1 NO 50 pg/Kg 1 NO 5.0 pg/Kg 1 NO 5.0 pg/Kq 1 NO 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 NO 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 NO 5.0 p9/Kg 1 ND 5.0 pg/Kg 1 Analyst: HH 3119/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3119/2009 02:53 PM 3119/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3119/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3119/2009 02:53 PM 3/19/2009 02:53 PM 3/1912009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3119/2009 02:53 PM 3/19/2009 02:53 PM 3/1912009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM 3/19/2009 02:53 PM Qeall[l B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S SpikefSumogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out d2/ . I elianced Terhnolo,;•t. 14 Lahnr gorier 3275 Walnnl.4 venae, Signal Hill, CA 90755 Tel: 561. 989.4045 Far: 562.989.4040 W_ 11 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 112-1.5 Lab Order: 104410 Collection Date: 3/10/2009 11:36:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-004 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 8260B RunID: MS5_090319A OC Batch: T09VS076 PrepDate: Analyst: HH cis-1,3-Dichloropropene NO 5.0 pg/Kg 1 3/19/200902:53 PM Di -Isopropyl ether NO 5.0 pg/Kg 1 3/19/200902:53 PM Dibromochloromethane NO 5.0 pg/Kg 1 3/191200902:53 PM Dibmmomethane NO 5.0 pg/Kg 1 3/19/200902:53 PM Dichlorodifluoromethane NO 5.0 pg/Kg 1 3/19/200902:53 PM Ethyl Acetate NO 50 pglKg 1 3/19/2009 02:53 PM Ethyl Ether NO 50 pglKg 1 3/19/2009 02:53 PM Ethyl Tea -butyl ether NO 5.0 pg/Kg 1 3/19/2009 02:53 PM Ethyibemene NO 5.0 pg/Kg 1 3/19/200902:53 PM Freon -113 NO 5.0 pg/Kg 1 3/19/2009 02:53 PM Hexachlorobutadiene NO 5.0 pg/Kg 1 3/19/2009 02:53 PM lodomethane NO 5.0 pg/Kg 1 3/191200902:53 PM Isopropylbenzene NO 5.0 pg/Kg 1 3/19/200902:53 PM m,p-Xylene NO 10 pg/Kg 1 3119/200902:53 PM Methylene chloride NO 5.0 pg/Kg 1 3/19/2009 02:53 PM MTBE NO 5.0 pg/Kg 1 3/19/2009 02:53 PM n-Butylbenzene NO 5.0 pg/Kg 1 3119/2009 02:53 PM n-Propylbenzene NO 5.0 pg/Kg 1 3/19/200902:53 PM Naphthalene NO 5.0 pglKg 1 3/19/2009 02:53 PM o -Xylene NO 5.0 pglKg 1 3/19/200902:53 PM sec -Bucy ttenzene NO 5.0 pglKg 1 3/19/2009 02:53 PM Styrene NO 5.0 pg/Kg 1 3/19/200902:53 PM Tert-amyl methyl ether NO 5.0 p9/Kg 1 3/19/2009 02:53 PM Tert-Butanol NO 100 pglKg 1 3/19/200902:53 PM tert-Butylbenzene NO 5.0 pg/Kg 1 3/19/200902:53 PM Tetrachloroethene NO 5.0 pg/Kg 1 3/19/200902:53 PM Toluene NO 5.0 p9/Kg 1 3/19/200902:53 PM vans-1,2-Dichloroethene NO 5.0 pg/Kg 1 3/19/200902:53 PM trans-1,3-Dichloropropene NO 5.0 pg/Kg 1 3/19/200902:53 PM Trichloroethene NO 5.0 pg/Kg 1 3/1 M00902:53 PM Trichlorofluoromethane NO 5.0 pg/Kg 1 3119/200902:53 PM Vinyl acetate NO 50 pglKg 1 3119/2009 02:53 PM Vinyl chloride NO 5.0 pg/Kg 1 3/19/2009 02:53 PM Xylenes, Total NO 15 pg/Kg 1 3/19/2009 02:53 PM Star: 1,2-Dichloroethane-d4 102 70-130 %REC 1 3/19/200902:53 PM Sum: 4-Bromofluorobenzene 97.0 70-130 %REC 1 3/19/200902:53 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of lints due to matrix interference Results arc wet unless otherwise specified DO Surrogate Diluted Out I&I/ : t dranred Ter6nolog,t N Labnramries 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 12 of 43 F4.1ZKIIVINIT[N:\a11x.Yi1IYI Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B24.5 Lab Order: 104410 Collection Date: 3/102009 11:36:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-004 p9/K9 1 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 82608 Run1D: MSS_090319A OC Batch: T09VS076 PrepDate: Sun: Dibromofluoromethane 61.4 70-130 5 °/REC Surr: Toluene -d8 116 70-130 % REC SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunID: MS6_090320A 1,24-Trichlorobenzene 1,2 -Dichlorobenzene 1,3 -Dichlorobenzene 1,4 -Dichlorobenzene 2,4,5 -Trichlorophenol 2,4,6 -Trichlorophenol 2,4.Dichlorophenol 2,40imethylphenol 2,4-Dinitmphenol 2,4-Dinitrotoluene 2,6-Dinitrotoluene 2-Chloronaphthalene 2 -Chlorophenol 2 -Methylnaphthalene 2-Methylphenol 2-Nitroaniline 2-Nitrophenol 3,3'-Dichlorobenzidine 3-Nitroantline 4,6-Dinibo-2-methyl phenol 4-Bromophenyl-phenylether 4-Chloro-3-methylphenol 4-Chloroaniline 4 -Ch lorophenyl-phenylether 4-Methylphenol 4-Nitmaniline 4-Nitrophenol Acenaphthene Acenaphthylene Anthracene Benzidine (M) OC Batch. 54042 PrepDate: NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 1600 p9/K9 1 NO 330 p9/Kg 1 NO 1600 p9/K9 1 ND 330 p9/K9 1 ND 330 p9/K9 1 NO 330 p9/K9 1 ND 330 pg/K9 1 NO 330 p9/K9 1 ND 330 p9/K9 1 ND 1600 p9/K9 1 NO 330 p9/K9 1 ND 660 p9/K9 1 NO 1600 p9/K9 1 NO 1600 p91K9 1 NO 330 p9/K9 1 NO 660 p9/K9 1 NO 660 p9IK9 1 ND 330 p9/K9 1 ND 330 p9/K9 1 ND 1600 p9IK9 1 NO 1600 p9/K9 1 NO 330 p9/K9 1 NO 330 pg/Kg 1 NO 330 p9/K9 1 ND 1600 p9/K9 1 Analyst: HH 3/19/2009 02:53 PM 3119/2009 02:53 PM 3/20/2009 Analyst: DMP 3/24/2009 01:16 AM 3/24/2009 01:16 AM 3/24/2009 01:16 AM 3/24/2009 01:16 AM 3/24/2009 01:16 AM 3/24/2009 01:16 AM 3/24/2009 01:16 AM 3/24/2009 01:16 AM 3/24/2009 01:16 AM 312412009 01:16 AM 3/24/2009 01:16 AM 324/2009 01:16 AM 3242009 01:16 AM 324/2009 01:16 AM 3242009 01:16 AM 3/24/2009 01:16 AM 3/242009 01:16 AM 3/2412009 01:16 AM 3/242009 01:16 AM 3242009 01:16 AM 3/24/2009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 3124/2009 01:16 AM 3124/2009 01:16 AM 324/2009 01:16 AM 31242009 01:16 AM 324/2009 01:16 AM 3/24/2009 01:16 AM 3/242009 01:16 AM 324/2009 01:16 AM Qudltlen: B Analyte detected in the associated Metbod Blank E Value above quantitation range H Holding dines for preparation or analysis exceeded ND Not Detected at the Reporting Limit S SpiketSurrogate outside of limits due to matrix interference Results am wet unless otherwise specified DO Surrogate Diluted Out :l dsanerd Terhnologi Lalmra/ories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fac: 562.989.4040 13 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 1112-1.5 Lab Order: 104410 Collection Date: 3/10/2009 11:36:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-004 RunID: MS6_090320A Analyses Result PQL Qua[ Unita DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunID: MS6_090320A OC Batch: 54042 PrepDate: 3/20/2009 Analyst: DMP Benzo(a)anthracene NO 330 pg/Kg 1 3/24/200901:16 AM Benzo(a)pyrene NO 330 pg/Kg 1 3/241200901:16 AM Benzo(b)luonnthene ND 330 pg/Kg 1 3/24/200901:16 AM Benzo(g.h,i)perylene ND 330 pg/Kg 1 3/241200901:16 AM Benzo(k)luomnthene NO 330 pg/Kg 1 3/24/200901:16 AM Benzoic acid NO 1600 pg/Kg 1 3/24/2009 01:16 AM Benzyl alcohol NO 660 pg/Kg 1 3/24/2009 01:16 AM Bis(2chloroethoxy)methane NO 330 pg/Kg 1 3/14/200901:16 AM Sis(2chloroethyl)ether NO 330 pg/Kg 1 324/2009 01:16 AM Bis(2chloroisopropyl)ether NO 330 pg/Kg 1 3242009 01:16 AM Bis(2-ethy1hexyl)phthalale NO 330 pg/Kg 1 3241200901:16 AM Butylbemylphtha late NO 330 pg/Kg 1 324200901:16 AM Chrysene NO 330 pg/Kg 1 324/200901:16 AM Dl-n-butylphthalate NO 330 pg/Kg 1 324/200901:16 AM Di-n-oclylphthalate NO 330 pg/Kg 1 324/200901:16 AM Dibenz(a,h)anthracene NO 330 pg/Kg 1 324200901:16 AM Dibenzofuran NO 330 pg/Kg 1 324/200901:16 AM Diethylphthalate NO 330 pg/Kg 1 324200901:16 AM Dimethylphlhalate NO 330 pg/Kg 1 324200901:16 AM Fluoranthene NO 330 pg/Kg 1 324200901:16 AM Fluorene NO 330 pg/Kg 1 324200901:16 AM Hexachlorobemene NO 330 pg/Kg 1 324200901:16 AM Hexachlorobuladiene NO 660 p9/Kq 1 324/200901:16 AM Hexachlorocyclopenadiene NO 660 pg/Kg 1 324/200901:16 AM Hexachloroethane NO 330 pg/Kg 1 31241200901:16 AM Indeno(1.2,3-cd)pyrene NO 330 pg/Kg 1 3124/200901:16 AM Isophorone NO 330 pg/Kg 1 324/200901:16 AM N-Ndrosodi-n-propylamine NO 330 pg/Kg 1 324/200901:16 AM WNitrosodiphenylamine NO 330 pg/Kg 1 324/200901:16 AM Naphthalene NO 330 pg/Kg 1 324/200901:16 AM Nitrobenzene NO 330 pg/Kg 1 324/200901:16 AM Pentachlorophenol NO 1600 pg/Kg 1 324200901:16 AM Phenanthrene ND 330 pg/Kg 1 324200901:16 AM Phenol NO 330 pg/Kg 1 324200901:16 AM Pyrene ND 330 pg/Kg 1 324200901:16 AM Sun: 1,2 -Dichlorobenzene -d4 74.0 49-103 %REC 1 324200901:16 AM Qualillen: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding limes for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out /. tdranrrd Teelnrologs $14 Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Far: 562.989.4040 14 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B2-1.5 Lab Order: 104410 Collection Date: 3/10/2009 11:36:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-004 Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC1MS EPA 35508 EPA 8270C RunID: MS6_090320A OC Batch: 54042 PrepDate: 3/20/2009 Analyst: DMP Sun: 2,4,6-Tribromophenol 1.45 47-129 S %REC 1 3/24/200901:16 AM Surt: 2 -Chlorophenol -d4 11.9 54109 s %REC 1 3/24/200901:16 AM Sun: 2-Fluorobiphenyl 97.3 59-108 %REC 1 3124/200901:16 AM Sun: 2-Fluorophenol 6.93 50-111 s %REC 1 3/24/200901:16 AM Sun: 4-Terphenyl-dl4 108 58.135 %REC 1 3/24/200901:16 AM Sun: Nitmbenrened5 92.2 54115 %REC 1 3/24/200901:16 AM Sum Phenol -05 41.9 58-112 a %REC 1 3/24/2009 01:16 AM QuallBen: B Analyte detected in the associated Mesad Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out /.IAr:uu-cd 7ewhnolo�r /l , Laboratories 32 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.404S Fax: 562.989.4040 W_ 15 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B345 Lab Order: 104410 Collection Date: 3/102009 11:43:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab 1D: 104410-005 mg/Kg 1 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunID: GC8_090317A T/R Hydrocarbons: CB-Cl0 T/R Hydrocarbons: C10 -C18 T/R Hydrocarbons: C18 -C28 T/R Hydrocarbons: C28 -C36 T/R Hydrocarbons: C36 -C40 T/R Hydrocarbons: C8 -C40 Total Sun•: p-Terphenyl PCBS BY GC/ECD RunID: GCS 090316B Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 Sum Decachlorobiphenyl Surf: Tetrachloro-m-xylene OC Batch: EPA 3SSOB EPA 8082 QC Batch: 53874 EPA 8015B(M) 53868 16 PrepDate: 34 10 mg/Kg 1 ND 10 mg/Kg 1 11 10 mg/Kg 1 15 10 mglKg 1 NO 10 mg/Kg 1 59 10 mg/Kg 1 110 57-144 %REC 1 EPA 3SSOB EPA 8082 QC Batch: 53874 PrepDate: NO 16 pg/Kg 1 NO 33 pg/Kg 1 NO 16 pg/Kg 1 NO 16 pg/Kg 1 NO 16 pg/Kg 1 NO 16 pg/Kg 1 ND 16 pg/Kg 1 NO 16 pg/Kg 1 NO 16 pg/Kg 1 80.5 30-124 %REC 1 87.5 40-118 %REC 1 3/1612009 Analyst CBR 311711909 01:11 PM 311 7/1 909 01:11 PM 3/17/1909 01:11 PM 311 7/1 909 01:11 PM 3/17/1909 01:11 PM 3/17/1909 01:11 PM 3/17/1909 01:11 PM 3/1612009 Analyst: HL 3/16/200910:30 PM 3/16/200910:30 PM 3/16/200910:30 PM 3/16/200910:30 PM 3/161200910:30 PM 3/1612009 10:30 PM 3/16/200910:30 PM 311612009 10:30 PM 3/16/200910:30 PM 3/16/2009 10:30 PM 3/16/2009 10:30 PM Quallners: 8 Andyte delated in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spikc/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out /1/ .Idraneed Teehoo/ogr 4 Lnhorntnriec 3275 Walnut Avenue, Signa/ Hill, CA 90755 Tel. 562. 989.4045 Far: 562.989.4040 16 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B3-1.3 Lab Order: 104410 Collection Date: 3/10/2009 1:12:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-006 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 80158(M) RunID: GC8_090317A OC Batch: 53868 PrepDate: 3/16/2009 Analyst: CBR T/R Hydrocarbons: C8 -C10 42 10 mg/Kg 1 3/17/1909 02:58 PM T/R Hydrocarbons: C10 -CIS ND 10 mg/Kg 1 3/17/190902:58 PM T/R Hydrocarbons: C18 -C28 16 10 mg/Kg 1 3/17/1909 02:58 PM T/R Hydrocarbons: C28 -C36 28 10 mg/Kg 1 3/17/1909 02:58 PM T/R Hydrocarbons: C36 -C40 20 10 mg1Kg 1 3/17/1909 02:58 PM T/R Hydrocarbons: C8 -C40 Total 110 10 mg/Kg 1 3/17/1909 02:58 PM Sun: p-Terphenyl 108 57-144 %REC 1 3/17/1909 02:58 PM HYDROCARBON CHAIN IDENTIFICATION EPA 8015B Run1D: GC2_090319A OC Batch: E09VS078 PrepDate: Analyst: KHN T/R Hydrocarbons: C4 -C12 NO 1.0 mg/Kg 1 3/19/200902:51 PM Surr: Bromofiuorobenzene (FID) 90.6 59-145 %REC 1 3/19/2009 02:51 PM PCBS BY GC/ECD EPA 3550B EPA 8082 RunID: GC5_090316B OC Batch: 53874 PrepDate: 3/16/2009 Analyst: HL Arodor 1016 NO 16 pg/Kg 1 3/161200910:59 PM Aroclor 1221 NO 33 pg/Kg 1 3/16/200910:59 PM Aroclor 1232 NO 16 pg/Kg 1 3/16/200910:59 PM Aroclor 1242 NO 16 pg/Kg 1 3/16/200910:59 PM Aroclor 1248 NO 16 pg/Kg 1 3/16/2009 10:59 PM Aroclor 1254 22 16 pg/Kg 1 3/16/200910:59 PM Aroclor 1260 NO 16 pg/Kg 1 3/16/200910:59 PM Arodor 1262 NO 16 pg/Kg 1 3/161200910:59 PM Aroclor 1268 NO 16 pg/Kg 1 3/16/200910:59 PM Sun: Decachlorobiphenyl 75.4 30-124 %REC 1 3/16/200910:59 PM Sun: Tetrachloro-m-xylene 76.9 40-118 %REC 1 3/16/200910:59 PM VOLATILE ORGANIC COMPOUNDS BY GC1MS EPA 82608 RuniD: MS5_090319A OC Batch: T09VS076 PrepDate: Analyst: HH 1,1,1,2 -Tetrachloroethane NO 5.0 pg/Kg 1 3119/200903:11 PM 1,1,1-Tdchloroethene NO 5.0 pg/Kg 1 3/19/200903:11 PM 1,1,2,2 -Tetrachloroethane NO 5.0 pg/Kg 1 3/19/200903:11 PM 1,1,2-Tdchloroethane NO 5.0 pg/Kg 1 3/19/200903:11 PM 1,1-Dichloroethane NO 5.0 pg/Kg 1 3/19/200903:11 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Repotting Limit S Spike/Swrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / . id, anted Terhnoln„r �j� Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax. 562.989.4040 17 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 1113-1.3 Lab Order. 104410 Collection Date: 3/10/2009 1:12:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab to: 104410-006 Analyses Result PQL Qua] Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 82608 RunID: MS5_090319A OC Batch: T09VS076 PrepDale: Analyst: HH 1,1-Dichloroethene NO 5.0 p9/Kg 1 31191200903:11 PM 1,1-Dichloropropene NO 5.0 pg/Kg 1 31IM00903:11 PM 1,2,3-Trichlorobenzene NO 5.0 pg/Kg 1 3119/200903:11 PM 1,2,3.Trichloropropane NO 5.0 pg/Kg 1 3/1 M00903:11 PM 1,2,4-Trichlorobenzene NO 5.0 pg/Kg 1 3/191200903:11 PM 1,2,4-Trimethylbenzene NO 5.0 pg/Kg 1 3/19/200903:11 PM 1,2-Dibromo-3chloropropane NO 10 pg/Kg 1 3/19/200903:11 PM 1,2-Dibromoethane NO 5.0 pg/Kg 1 3/19/200903:11 PM 1,2 -Dichlorobenzene NO 5.0 pg/Kg 1 3/19200903:11 PM 1,2-Dichloroethane NO 5.0 pg/Kg 1 3119/200903:11 PM 1,2-Dichloropropane NO 5.0 pg/Kg 1 3/19200903:11 PM 1,3,5-Tdmethylbenzene NO 5.0 pg/Kg 1 3/19/200903:11 PM 1,3 -Dichlorobenzene ND 5.0 pg/Kg 1 3/19/200903:11 PM 1,3-Dichloropropane NO 5.0 pg/Kg 1 3119/200903:11 PM 1,4 -Dichlorobenzene NO 5.0 pg/Kg 1 3/19/200903:11 PM 2,2-Dichloropropane ND 5.0 pg/Kg 1 3/19/200903:11 PM 2-Bulanone ND 50 pg/Kg 1 3/191200903:11 PM 2-Chlorotoluene NO 5.0 pg/Kg 1 3119/200903:11 PM 2-Hexanone ND 50 pg/Kg 1 3/191200903:11 PM 4-Chlorololuene ND 5.0 pg/Kg 1 3119/200903:11 PM 44sopropyltoluene ND 5.0 pglKg 1 3119200903:11 PM 4-Methyl-2-pentanone ND 50 pg/Kg 1 3/19/200903:11 PM Acetone ND 50 pg/Kg 1 3119200903:11 PM Benzene ND 5.0 pg/Kg 1 3/19/200903:11 PM Bromobenzene ND 5.0 pg/Kg 1 3119/200903:11 PM Bromochloromethane NO 5.0 pg/Kg 1 31191200903:11 PM Bromodichloromelhane ND 5.0 pg/Kg 1 3/19200903:11 PM Bromofomt ND 5.0 pg/Kg 1 31191200903:11 PM Bromomethane ND 5.0 pg/Kg 1 3/19200903:11 PM Carbon disulfide NO 5.0 pg/Kg 1 31191200903:11 PM Carbon tetrachloride NO 5.0 pg/Kg 1 3/191200903:11 PM Chlorobenzene NO 5.0 pg/Kg 1 3119200903:11 PM Chloroethane NO 5.0 pg/Kg 1 3/191200903:11 PM Chloroform NO 5.0 pg/Kg 1 3/191200903:11 PM Chloromethane NO 5.0 pg/Kg 1 3/19/200903:11 PM Us-1,2-Dichloroethene NO 5.0 pg/Kg 1 3/19/200903:11 PM Qualifiers: B Analyte detected in the assoeiamd Metbod Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out �/ .l druneed Tednmlwr = /.:ilMrvrnries 3275 WalnutArenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 18 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B3-1.3 Lab Order: 104410 Collection Date: 3/10/2009 1:12:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-006 Analyses Result PQL Qual Unita DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82608 RunID: MS5_090319A OC Batch: T09VS076 PrepDate: Analyst: HH cis-1,3-Dichloropropene NO 5.0 pg/Kg 1 3/19/200903:11 PM DHwpropyl ether NO 5.0 pg/Kg 1 3119/200903:11 PM Dibromochloromethane NO 5.0 pg/Kg 1 3119/200903:11 PM Dibromomethane NO 5.0 pg/Kg 1 3/191200903:11 PM Dichlorodifluoromethane ND 5.0 pg/Kg 1 31191200903:11 PM Ethyl Acetate NO 50 pg/Kg 1 3(19/200903:11 PM Ethyl Ether ND 50 pg/Kg 1 3119/200903:11 PM Ethyl Tert-butyl ether NO 5.0 pg/Kg 1 3/19/2009 03:11 PM Ethylbenzene ND 5.0 pg/Kg 1 3/191200903:11 PM Freon -113 NO 5.0 pg/Kg 1 3/19/200903:11 PM Hexachlorobutadiene ND 5.0 pg/Kg 1 31191200903:11 PM lodomethane NO 5.0 pg/Kg 1 3/191200903:11 PM Isopropylbenzene ND 5.0 pg/Kg 1 3/191200903:11 PM m,p-Xylene NO 10 pg/Kg 1 3/191200903:11 PM Methylene chloride NO 5.0 pglKg 1 3/191200903:11 PM MTBE NO 5.0 pg/Kg 1 3/191200903:11 PM n-Butylbenzene NO 5.0 pg/Kg 1 3/19/200903:11 PM n-Propylbenzene ND 5.0 pg/Kg 1 3/19/200903:11 PM Naphthalene NO 5.0 pg/Kg 1 3/191200903:11 PM c -Xylene NO 5.0 pg/Kg 1 3/191200903:11 PM sac-Butylbenzene NO 5.0 pglKg 1 3/19/200903:11 PM Styrene NO 5.0 pg/Kg 1 3/19/200903:11 PM Tert-amyl methyl ether ND 5.0 pg/Kg 1 3/19/2009 03:11 PM Tert-Butanol ND 100 pglKg 1 3/191200903:11 PM ten-Butylbenzene ND 5.0 pg/Kg 1 3/191200903:11 PM Tetrachloroethene ND 5.0 pg/Kg 1 3/19/200903:11 PM Toluene NO 5.0 pg/Kg 1 3119/200903:11 PM trans-12-Dichlomelhene NO 5.0 pg/Kg 1 3/19200903:11 PM trans-1,3-Dichloropropene NO 5.0 pg/Kg 1 3/19200903:11 PM Trichloroethene NO 5.0 p9IKg 1 3/19/200903:11 PM Trichlorofluoromethane NO 5.0 pg/Kg 1 3/19/200903:11 PM Vinyl acetate NO 50 pglKg 1 3/19/200903:11 PM Vinyl chloride ND 5.0 pg/Kg 1 3/19/2009 03:11 PM Xylenes, Total ND 15 pg/Kg 1 3119200903:11 PM Surf: 1,2-Dichloroethane-d4 101 70-130 %REC 1 3/191200903:11 PM Sun: 4.Bromofluorobenzene 93.8 70.130 %REC 1 3/19200903:11 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S SpikdSurrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out . ids snced Terhnologr' Lalwrarories 3275 Walmu Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 19 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B3-1.3 Lab Order: 104410 Collection Date: 3/10/2009 1:12:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-006 Analyses Result PQL Qua] Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 82608 RunID: MSS_090319A OC Batch: T09VS076 PrepDate: Analyst: HH Sun: Dibromonuoromethane 60.5 70-130 a %REC 1 31191200903:11 PM Sun: Toluene-dil 112 70.130 %REC 1 3/19/200903:11 PM SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunID: MS6_090320A OC Batch: 54042 PrepDate: 3/20/2009 Analyst: DMP 1,2,4-Tdchlorobenzene NO 330 pg/Kg 1 3/24/200901:43 AM 12 -Dichlorobenzene NO 330 pg/Kg 1 3/24/200901:43 AM 1,3 -Dichlorobenzene NO 330 pg/Kg 1 324/200901:43 AM 1,4 -Dichlorobenzene NO 330 pg/Kg 1 3/24/200901:43 AM 2,4,5 -Trichlorophenol NO 330 pg/Kg 1 3/242009 01:43 AM 2,4,6 -Trichlorophenol NO 330 pg/Kg 1 324/200901:43 AM 2,4-Dichlorophenol NO 1600 pg/Kg 1 324200901:43 AM 2,4 -Dimethylphenol NO 330 pg/Kg 1 324/200901:43 AM 2,4-Dinitrophenol NO 1600 pg/Kg 1 324/200901:43 AM 2,4-Dinitrotoluene NO 330 pg/Kg 1 324/200901:43 AM 2,6-Dinitrotoluene NO 330 pg/Kg 1 324/2009 01:43 AM 2-Chloronaphthalene NO 330 pg/Kg 1 324/200901:43 AM 2 -Chlorophenol NO 330 pg/Kg 1 324200901:43 AM 2-Methyinaphthalene NO 330 pg/Kg 1 324200901:43 AM 2-Methylphenol NO 330 pg/Kg 1 324/200901:43 AM 2-Nitroaniline NO 1600 pg/Kg 1 324/200901:43 AM 2-Nitrophenol NO 330 pg/Kg 1 324/200901:43 AM 3,3'-Dich1orobenzidine NO 660 pg/Kg 1 324/200901:43 AM 3-Nitroaniline NO 1600 pg/Kg 1 3/24/200901:43 AM 4,6-Dinitro-2-methylphenol NO 1600 pg/Kg 1 324/2009 01:43 AM 4-Bmmophenyl-phenylether NO 330 pg/Kg 1 324/200901:43 AM 4Chloro-3-methylphenol NO 660 pg/Kg 1 3/242009 01:43 AM 4Chloroaniline NO 660 pg/Kg 1 32412009 01:43 AM 4Chlorophenyl-phenylether NO 330 pg/Kg 1 324/200901:43 AM 4-Methylphenol NO 330 pg/Kg 1 324/200901:43 AM 4-Nitroaniline NO 1600 pg/Kg 1 3241200901:43 AM 4-Nitrophenol NO 1600 pg/Kg 1 324/2009 01:43 AM Acenaphthene NO 330 pg/Kg 1 32412009 01:43 AM Acenaphthylene NO 330 pg/Kg 1 3124/200901:43 AM Anthracene NO 330 pg/Kg 1 324200901:43 AM Benzidine (M) NO 1600 pg/Kg 1 324/200901:43 AM Qualifiers: B Analyte detected in the associated Method Bl" E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interferencc Results arc wet unless otherwise specified DO Surrogate Diluted Out lal/ td. anted Technolog.1 Laharatories 3175 Walnut Avenue, Signal Hill, CA 90755 Tel: 562.989.4045 Fax: 561.989.4040 K11 no I E11c] ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B3-1.3 Lab Order: 104410 Collection Date: 3/10/2009 1:12:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-006 pg/Kg 1 Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunID: MS6 090320A Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g.h,i)perylene Benzo(k)fiuoranthene Benzoic acid Benzyl alcohol Bis(2-chloroethoxy)methane Bis(2-chloroethyl)ether Bis(2chloroise propyl )ether Bis(2-ethylhexyl)phlhalate Butylbenzylphtha late Chrysene Di-n-butylphthalate Di-n-octylphthalate Dibenz(a,h )anthracene Dibenznfumn Diethylphthalate Dimethylphthalate Fluomnthene Fluorene Hexachlorobemene Hexachlorobutadiene Hexach lorocyclopentadiene Hexachlomethane Indeno(1,2,3-cd)pyrene Isophorone N-Nitrosodi-n-propylami ne N-Nitrosodiphenylami ne Naphthalene Nitrobenzene Pentachlorophenol Phenanthrene Phenol Pyrene Sun: 1,2 -Dichlorobenzene -04 OC Batch: 54042 PrepDate: NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 p9/K9 1 NO 330 pg/Kg 1 NO 330 p9/K9 1 NO 1600 pg/Kg 1 NO 660 pg/K9 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 660 pg/Kg 1 NO 660 pg/Kg 1 NO 330 pg/Kg 1 NO 330 p9/K9 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 p9/K9 1 NO 330 pg/Kg 1 NO 1600 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 NO 330 pg/Kg 1 67.4 49-103 %REC 1 3/20/2009 Analyst: DMP 3/24/2009 01:43 AM 3114/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3114/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3/2412009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3124/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 324/2009 01:43 AM 324/2009 01:43 AM 3242009 01:43 AM 324/2009 01:43 AM 324/2009 01:43 AM 324/2009 01:43 AM 324/2009 01:43 AM 3242009 01:43 AM 324/2009 01:43 AM 3242009 01:43 AM 324/2009 01:43 AM 3242009 01:43 AM 324/2009 01:43 AM 324/2009 01:43 AM 324/2009 01:43 AM 324/2009 01:43 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out // .tdranred 7erhnolugt 311 Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Far: 562.989.4040 21 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 113-1.3 Lab Order. 104410 Collection Date: 3/10/2009 1:12:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-006 Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunlD: MS6_090320A Surr: 2,4,6-Tribromophenol Surt: 2 -Chlorophenol -d4 Surt: 2-Fluorobiphenyl Surt: 2-Fluorophenol Surt: 4-Terphenyldl4 Sun: Nltrobenzene-d5 Surf: Phenol -d5 OC Batch: 54042 PrepDate: 1.21 47.129 a %REC 1 15.9 54.109 S %REC 1 90.3 59.108 %REC 1 9.99 50.111 s %REC 1 97.7 58-135 %REC 1 85.9 54115 %REC 1 47.0 58-112 s %REC 1 3/20/2009 Analyst DMP 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3124/2009 01:43 AM 3124/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM 3/24/2009 01:43 AM Qualiners: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S SpiketSurrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out // tdrnnced Technr./ol'r _1l� Luhorulories 3275 /Vahrur Avenue, Signal Mill, CA 90755 Tel. 561.989.4045 Fax. 562.989.4040 W 22 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 134-0.5 Lab Order: 104410 Collection Date: 3/10/2009 12:15:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-007 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunlD: GC8_090317A QC Batch: 53868 PrepDate: 3/16/2009 Analyst: CBR T/R Hydrocarbons: C8 -C10 32 10 mg/Kg 1 3/171190912:17 PM T/R Hydrocarbons: C70 -C18 ND 10 mg/Kg 1 3117/190912:17 PM T/R Hydrocarbons: C18 -C28 14 10 mg/Kg 1 3/171190912:17 PM T/R Hydrocarbons: C28 -C36 16 10 mg/Kg 1 3/17/190912:17 PM T1R Hydrocarbons: C36 -C40 ND 10 mg/Kg 1 3/17/190912:17 PM T/R Hydrocarbons: C8 -C40 Total 62 10 mg/Kg 1 3/17/190912:17 PM Surf: p-Terphenyl 112 57.144 %REC 1 3/171190912:17 PM PCBS BY GC/ECD EPA 3550B EPA 8082 RunlD: GC5_090316B OC Batch: 53874 PrepDate: 3/16/2009 Analyst: HL Arodor 1016 ND 16 pg/Kg 1 3/16/2009 11:29 PM Arodor 1221 ND 33 pg/Kg 1 3/16/200911:29 PM Arodor 1232 ND 16 pg/Kg 1 3116/200911:29 PM Arodor 1242 ND 16 pg/Kg 1 3/16/2009 11:29 PM Arodor 1248 ND 16 pg/Kg 1 3/16/200911:29 PM Arodor 1254 ND 16 pg/Kg 1 3/16/2009 11:29 PM Arodor 1260 ND 16 pg/Kg 1 3/161200911:29 PM Arodor 1262 ND 16 pg/Kg 1 3/16/200911:29 PM Arodor 1268 ND 16 pg/Kg 1 3116/200911:29 PM Sufr: Demchlorobiphenyl 72.9 30-124 %REC 1 3/16/2009 11:29 PM Sum: Teoachloro-m-xylene 77.0 40-118 %REC 1 3/16/2009 11:29 PM Quallners: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out // AA1 oaf ed TcchnololIl i' , Laher furies 3275 Walnut Avenue, Signal Mill, CA 90755 Tek 562. 989.4045 Fax: 562.989.4040 23 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 134-1.8 Lab Order: 104410 Collection Date: 3/10/2009 12:30:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-008 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunlD: GC8_090317A OC Batch: 53868 PrepDate: 3/16/2009 Analyst: CBR T/R Hydrocarbons: C8 -C10 NO 10 mg/Kg 1 3/17/1909 12:45 PM T/R Hydrocarbons: C10-Cl8 NO 10 mg/Kg 1 3/17/1909 12:45 PM T/R Hydrocarbons: C18 -C28 16 10 mg/Kg 1 3/17/1909 12:45 PM T/R Hydrocarbons: C28 -C36 NO 10 mg/Kg 1 3/17/1909 12:45 PM T/R Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 3117/1909 12:45 PM T/R Hydrocarbons: C8 -C40 Total 16 10 mg/Kg 1 3/17/1909 12:45 PM Sun: p-Terphenyl 114 57-144 %REC 1 3/17/1909 12:45 PM PCBS BY GCIECD EPA 35508 EPA 8082 RunlD: GC5_090316B OC Batch: 53874 PrepDate: 3/16/2009 Analyst: HL Aroclor 1016 NO 16 pg/Kg 1 3/16/200911:59 PM Arodor 1221 NO 33 pg1Kg 1 3/16/200911:59 PM Arodor 1232 NO 16 pg/Kg 1 3/16/200911:59 PM Arodor 1242 NO 16 Ng/Kg 1 3116/200911:59 PM Arodor 1248 NO 16 pg/Kg 1 3116/200911:59 PM Arodor 1254 28 16 pg/Kg 1 3116/200911:59 PM Arodor 1260 NO 16 pg/Kg 1 3/16/200911:59 PM Arodor 1262 NO 16 pg/Kg 1 3116/200911:59 PM Arodor 1268 NO 16 pg/Kg 1 3/16/200911:59 PM Sun: Decachlorobiphenyl 80.6 30-124 %REC 1 3116/200911:59 PM Sun: Tetrachlom-m-xylene 87.3 40-118 %REC 1 31161200911:59 PM Queliflers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike/Sunogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out 0,1 . t dr anted T eehnolanr � Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 56Z 989.4045 Far: 562.989.4040 24 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B5-0.5 Lab Order: 104410 Collection Date: 3/10/2009 12:45:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-009 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunID: GCB_090317A TIR Hydrocarbons: C8-Cl0 TIR Hydrocarbons: C10 -C18 TIR Hydrocarbons: C18 -C28 TIR Hydrocarbons: C28 -C36 TIR Hydrocarbons: C36 -C40 TIR Hydrocarbons: C8 -C40 Total Sum: p-Terphenyl PCBS BY GC/ECD RunlD: GC5 0903168 Arodor 1016 Arodor 1221 Arodor 1232 Arodor 1242 Arodor 1248 Arodor 1254 Arodor 1260 Arodor 1262 Arodor 1268 Sum: Decachlorobiphenyl Sum: Telrachloro-m-xylene QC Batch: 53868 EPA 35506 EPA 8015B(M) PrepDate: 26 10 mg/Kg 1 NO 10 mg/K9 1 NO 10 mglKg 1 13 10 m9/K9 1 NO 10 m9/K9 1 40 10 mg/K9 1 113 57-144 %REC 1 QC Batch: 53874 EPA 8082 PrepDate: NO 16 p9/K9 1 NO 33 p9/K9 1 NO 16 pg/Kg 1 NO 16 p9/K9 1 48 16 p9/K9 1 NO 16 p9lK9 1 NO 16 p91K9 1 NO 16 pg/Kg 1 NO 16 p9/K9 1 78.7 30-124 %REC 1 85.2 40-118 %REC 1 3/16/2009 Analyst: CBR 3/17/1909 11:50 AM 311 7/1 909 11:50 AM 311 7/1 909 11:50 AM 311 7/1 909 11:50 AM 3/1 711 909 11:50 AM 311 711 909 11:50 AM 311 7/1 909 11:50 AM 3116/2009 Analyst: HL 3/171200912:29 AM 3/171200912:29 AM 3/171200912:29 AM 3/171200912:29 AM 3/1712009 12:29 AM 3/171200912:29 AM 3/17/2009 12:29 AM 311 7/200 9 12:29 AM 3117/2009 12:29 AM 3/1712009 12:29 AM 311712009 12:29 AM QuallBers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out Ads ds anted 7eebaola� r 40, Lahoratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel. 562. 989.4045 Fax: 561.989.4040 25 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B5-2.0 Lab Order: 104410 Collection Date: 3/10/2009 12:55:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-010 Analyses Result PQL Qual Units OF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunlD: GC8_090317A QC Batch: 53868 PrepDate: 3/16/2009 Analyst: CBR T/R Hydrocarbons: C8-Ci0 NO 10 mg/Kg 1 3/17/1909 11:24 AM T/R Hydrocarbons: C10 -C18 NO 10 mg/Kg 1 3/17/1909 11:24 AM T/R Hydrocarbons: C18 -C28 28 10 mg/Kg 1 3/1711909 11:24 AM T/R Hydrocarbons: C28 -C36 NO 10 mg/Kg 1 3/17/1909 11:24 AM T/R Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 3/17/1909 11:24 AM T/R Hydrocarbons: CB -C40 Total 28 10 mg/Kg 1 3/17/1909 11:24 AM Sum: p-Terphenyl 107 57.144 %REC 1 3/17/190911:24 AM PCBS BY GC/ECD EPA 35508 EPA 8082 RunlD: GC5_090317B QC Batch: 53914 PrepDate: 3/17/2009 Analyst: HL Aroclor 1016 NO 18 pglKg 1 3/17/2009 03:31 PM Aroclor 1221 NO 33 pg/K9 1 3/17/200903:31 PM Aroclor 1232 NO 16 pg/Kg 1 3/17/2009 03:31 PM Aroclor 1242 ND 16 pg/Kg 1 3/171200903:31 PM Aroclor 1248 ND 16 pg/Kg 1 3117/200903:31 PM Aroclor 1254 92000 8200 pg/Kg 500 3/17/2009 05:01 PM Aroclor 1260 NO 16 pg/Kg 1 3/17/2009 03:31 PM Aroclor 1262 NO 16 pg/Kg 1 3117/2009 03:31 PM Aroclor 1268 ND 16 pg/Kg 1 3/1712009 03:31 PM Sun Decachlorobiphenyl 127 30-124 s %REC 1 3117/2009 03:31 PM Sun: Decachlorobiphenyl 0 30-124 SDo %REC 500 3117/2009 05:01 PM Sun: TeVachloro-m-xylene 0 40-118 soo %REC 500 3/171200905:01 PM Surf: TeVachloro-m-xylene 85.5 40-118 %REC 1 3/17/2009 03:31 PM Qualifiers: B Analytc detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S SpikcfSurrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out . ldianced 7ednro/ogr �� , Laboratories 3175 Wabrut Averse, Signa! Hill, CA 90755 Tel: 162. 9884045 Fax: 562.989.4040 26 of 43 Advanced Technology Laboratories Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work, Order: 104410 Project: Newport -SCE Parcel, 602497-001 TestCode: 8082_S Sample ID: MB -53874 SampType: MBLK TeslCode: 8082_S Units: pglKg Prep Dale: 311612009 RunNo: 106929 ::Iient.ID: PBS Batch ID: 53874 TestNo: EPA 8082 EPA 3550B Analysis Date: 311612009 SegNo: 1674089 Analyte Aroclor 1254 Result PQL SPK value SPK Ref Val %REC Lowl-imil HighLimil RPD Ref Val %RPD RPOLimil Dual Aroclor 1016 NO 16 Aroclor 1221 NO 33 Aroclor 1232 NO 16 Aroclor 1242 NO 16 Aroclor 1248 NO 16 Aroclor 1254 NO 16 Aroclor 1260 NO 16 Aroclor 1262 NO 16 , Aroclor 1268 NO 16 Sum. Decachlomblphenyl 11.022 16.67 66.1 30 124 Sum Tetmchlom-m-xylene 12.924 16.67 77.5 40 118 Sample ID: LCS-53874 SampType: LCS TeslCode: 8082_S Units: pUlK9 Prep Dale: 311612009 Rumble: 106929 'Ilent ID: LCSS Balch ID: 53874 TestNo: EPA 8082 EPA 35508 Analysis Date: 311612009 SegNo: 1674090 Analyte 68.8 Result PQL SPK value SPK Ref Val %REC LowUmit Hfight-imit RPD Ref Val %RPD RPDLimit Qual Aroclor 1016 118.453 16 166.7 0 71.1 56 113 Aroclor 1260 122.869 16 166.7 0 73.7 58 111 Sum Decachlombiphenyl 11.462 16.67 68.8 30 124 Sum Tetrachlom-m-xylene 12.915 16.67 77.5 40 118 Sample ID: 104410.002AMS SampType: MS TestCode: 8082_S Units: pglKg Prep Date: 311612009 RunNo: 106929 -tient ID: B7-2.0 Batch ID: 53874 TestNo: EPA 8082 EPA 35508 Analysis Date: 311612009 SegNo: 1674091 Analyte Result POL SPK value SPK Ref Val %REC LowLimil HighLimil RPD Ref Val %RPD RPDUmit Qual Aroclor 1016 134.792 16 166.7 0 80.9 51 111 Aroclor 1260 148.574 16 166.7 0 89.1 39 123 Sort: Decachlorobiphenyl 13.666 16.67 82.0 30 124 Qualifiers: 6 Annlylc detected in Iheassociated Method Blank E Value above quantitation range NO Nol Detecled of the Reporting Limil R RPD outside accepted recovery limits 0 DO Surrogate Diluted Our Calculations arc based on raw values .1 Arnnrn/'AvOnnOn�r �� mann.... 3275 1pnlnw,wenne, Signal Hill, CA 90755 Tel: 562 989.4045 Fn.v: 562989.4040 27 of 43 H Itolding times far preparation or analysis cxcccded S Spike/Surrogate outside of limits due to matrix interference CLIENT: Leighton Consulting. Inc. Work Order: 104410 Project: Newport -SCE Parcel, 602497-001 ANALYTICAL QC SUMMARY REPORT TestCode: 8082S Sample ID. 104410-002AMS SampType MS TestCode: 8082_S Units. pglKg Prep Date: 31IW2009 RunNo: 106929 Chent ID: B1-2.0 Batch ID: 53874 TestNo. EPA 8082 EPA 35508 Analysis Date: 311612009 Se9No: 1674091 Analyte 13.647 Result POL SPK value SPK Ref Val %REC Lowlimit HghLimd RPD Bar Val %RPD RPDLima Oual Sum Telrachloro-m-xylene 15112 16.67 90.7 40 118 Sample ID: 104410-002AMSD SampType: MSD TeslCode: 8082_S Un4s. pglKg Prep Dale: 311612009 RunNo. 106929 Client ID: B7.2.0 Batch ID: 53674 TestNo: EPA 8082 EPA 35508 Analysis Date: 311612009 SegNo: 1674092 Analyte 13.647 ReeWt POL SPK value SPK Retial %REC LowLimil Highi-imit RPD Ref Val %RPD RPDLimd Oual Aroclor 1016 133.346 16 166.7 0 80.0 51 111 134.8 1.08 20 Aroclor 1260 146.508 16 166.7 0 87.9 39 123 148.6 1.40 20 Sum Decachlorobiphenyl 13.647 16.67 81.9 30 124 0 0 Sun: Tetrachlom-m-xylene 15.021 16.67 90.1 40 118 0 0 Quallnen: B Analyte defected in the associated Method Blank E Value above quamitation range ND Not Detected at the Reponing Limit R RPD outside awcptcd recoverylimib DO Surmgatc Diluted Out Calculations am based on mw values IA/ Mram0Ma6 ^, 3275 o.h... Ah,..,. Signa111M.C.4 90755 7,1:561.989.1045 F.C.562.989.4"O 28 of 43 II Holding times for preparation or analysis exceeded S Spike7Surnegaw outside or limits due to matrix im"fie enec CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newport -SCE Pnrcel, 602497-001 TestCode: 8082_S Sample ID: MB -53914 SampType: MBLK TeslCode: 8082_S Units: pg1Kg Prep Dale: 311712009 RunNo: 107004 Client ID: PBS Batch ID: 53914 TestNo: EPA 8082 EPA 35508 Analysts Date: 311712009 SegNo: 1675401 Analyte Result PDL SPK value SPK Ref Val %REC LowUmit HighLimit RPD Ref Val %RPD RPDLimil Dual Aroclor 1016 NO 16 Aroclor 1221 NO 33 Aroclor 1232 NO 16 Aroclor 1242 NO 16 Aroclor 1248 ND 16 Amclor 1254 NO 16 Aroclor 1260 NO 16 Aroclor 1262 NO 16 Aroclor 1268 NO 16 Surf: Decachlorobiphenyl 11.579 16.67 69.5 30 124 Surr: Tetrachlom-m-xylene 13.256 16.67 79.5 40 118 Sample ID: LCS-53914 SampType: LCS TeslCode: 8082_S Units: pg1Kg Prep Dale: 311712009 RunNo: 107004 Client ID: LCSS Batch ID: 53914 TestNo: EPA 8082 EPA 35505 Analysis Date: 311712009 SegNo: 1675402 Analyte Result POL SPK value SPK Ref Val %REC Lowl-imil HighLimit RPD Ref Val %RPD RPDLimil Oual Aroclor 1016 122.269 16 166.7 0 73.4 56 113 Aroclor 1260 129.342 16 166.7 0 77.6 58 111 Sun: Decachlorobiphenyl 11.913 16.67 71.5 30 124 Sum: Telmchlom-m-xylene 13.275 16.67 79.6 40 118 Sample to: 104410-010AMS SampType: MS TestCode: 8082_S Units: pg1Kg Prep Date: 3117/2009 RunNo: 107004 Client ID: 85.2.0 Batch ID: 53914 TestNo: EPA 8082 EPA 35508 Analysis Dale: 311712009 SegNo: 1675813 Analyte Result POL SPK value SPK Ref Val %REC LowLlmil HighLimil RPD Ref Val %RPD RPDUmlt Oual Surr. Decachlorobiphenyl Sun: Tetrachlom-m-xylene 26.298 16.67 14.625 16.67 158 30 124 87.7 40 118 Qualifiers: B Analyte detected in the associated Method Blank E Valueabovequamiuviommnge ND Not Detected at the Reporting Limit R RPD onside accepud rmovery limiu DO Surrogate Diluted Out Calculations are based on raw values j' , 'id.../M1Y/'AYl.....1"�r r,ubunrorir+ J775 111.1... A,,erurr, Sigaal rill, Cd 90755 T,1.567. 989.4045 Fns: 562.989.4040 ��® 29 of 43 r7 ■ H Holding times for preparation or analysis exceeded S SpikelSunogate outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newpon-SCE Parcel, 602497-001 TestCode: 8082_S Sample ID: 104410.010AMSD SampType: MSD TestCode: 8082_S Units: pg/Kg Prep Date: 311712009 RunNo: 107004 Client ID: BS -2.0 Batch ID: 53914 TestNo: EPA 8082 EPA 3550B Analysis Date: 311712009 SegNo: 1675814 Analyte Result POL SPK value SPK Ref Val %REC LoyvUmit HighLimit RPD Ref Val %RPD RPOUmil Dust Sum. Decachlombiphenyl 25.862 16.67 155 30 124 0 D S Sun: Tetrachlom-m-xylene 14.722 16.67 88.3 40 118 0 0 Sample ID: 104410-OIOAMS SampType: MS TestCode: 8082_S Units: pglKg Prep Dale: 311712009 RunNo: 107004 Client 10: 85-2.0. Batch ID: 53914 Teslblo: EPA 8082 EPA 35508 Analysis Date: 311712009 SegNo: 1675815 Analyte 0 Result POL SPK value SPK Ret Val %REC LowLimil HighLimit RPD Ref Val %RPD RPDUmlt Oual Aroclor 1016 NO 8200 166.7 0 0 51 111 SDO Aroclor 1260 NO 8200 166.7 0 0 39 123 SDO Sun: Decachlorobiphenyl 0 16.67 0 30 124 SDO Sum: Tetrachloro-m-xylene 0 16.67 0 40 118 SDO Sample ID: 104410-010AMSO SampType: MSD TestCode: 8082_S Units: pglKg Prep Date: 311712009 RunNo: 107004 Client ID: B5-2.0 Batch ID: 53914 TestNo: EPA 8082 EPA 35508 Analysis Date: 3/1712009 SegNo: 1675816 Analyte Result POL SPK value SPK Ref Val %REC LowLlmil HighLimit RPD Ref Val %RPD RPDLimil Dust Aroclor 1016 NO 8200 166.7 0 0 51 111 929.3 0 20 SOO Aroclor 1260 NO 8200 166.7 0 0 39 123 0 0 20 SDO Sum. Decachlombiphenyt 0 16.67 0 30 124 0 0 SDO Sur. Tetrachloro-m-xylene 0 16.67 0 40 118 0 0 SDO Qualifiers: 0 Analyte detected in thenssocinied Method glnnk r Value above quomimtion range ND Not Detected ni the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Om Calculations am based on mw values 0 Adrannvl7irinrte/gpr ®a laly.... > 5275 10'./...1.1,-enue, Signa111ill, 01 90755 Td: 562. 989.4045 rnv: 562989.4040 30 of 43 11 I lolding times for preparation or analysis ucnded S Spike(Surrogate outside of limits due to matrix interfeaTce CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 10441.0 Project: Newport -SCF Parcel, 602497-001 TestCode: 8260_S Sample ID: T090319LC2 SampType: LCS TestCode: 8260_S Units: pg/Kg 50.00 Prep Date: RunNo: 107234 Client ID: LCSS Batch ID: T09VS076 TestNo: EPA 82608 88.860 Analysis Date: 3119/2009 SegNo: 1679397 Analyte Result POL SPK value SPK Ref Val %REC Lovd.imit HighLimil RPD Ref Val %RPD RPDLimit Dual 1,1-Dichloroethene 49.790 5.0 50.00 0 99.6 70 130 Benzene 88.860 5.0 100.0 0 88.9 70 130 Chlorobenzene. 47:350 5.0 50.00 0 94.7 70 130 MTBE 47.590 5.0 50.00 0 95.2 70 130 Toluene 91.600 5.0 100.0 0 91.6 70 130 Trichloroethene 45.460 5.0 50.00 0 90.9 70 130 Surr: 1,2-Dichloroelhaned4. 42.860 50.00 85.7 70 130 Surr: 4-Bromofluombenzene 48.610 50.00 97.2 70 130 Surr. Dibroma0uammethane 49.730 50.00 99.5 70 130 Surr: Toluene -d8 50.880 50.00 102 70 130 Sample ID: T090319MB2MS SampType: MS TestCode: 8260_S Units: pglKg Prep Date: RunNo: 107234 Client ID: 772277 Batch ID: T09VS076 TestNo: EPA. 82608 Analysis Date: 3119/2009 SegNo: 1679398 Analyte 103 Result PDL SPK value SPK Ref Val %REC LowLimit HighLimil RPD Ref Val %RPD RPDLimit Dual 1,1-Dichloroelhene 51.820 5.0 50.00 0 104 70 130 Benzene 102.540 5.0 100.0 0 103 70 130 Chlorobenzene 52.460 5.0 50.00 0 105 70 130 MTBE 51.090 5.0 50.00 0 102 70 130 Toluene 104.980 5.0 100.0 0 105 70 .130 Trichloroethene 51.030 5.0 50.00 0 102 70 130 Surr: 1.2-Dichloroethaned4 44.530 50.00 89.1 70 130 Surr: 4-Bromofluorobenzene 51.740 50.00 103 70 130 Surr: Dibromolluoromethane 50.690 50.00 101 70 130 Sum. Toluene -d8 54.990 50.00 110 70 130 Sample ID: T090319MB2MSD SampType: MSD TestCode: 8260_S Units: pglKg Prep Dale: RunNo: 107234 Client ID: 777772 Batch ID: T09VS076 TestNo: EPA 82608 Analysis Date: 3/1912009 SegNo: 1679399 Analyte Result POL SPK value SPK Ref Val %REC LowUmit HighLimil RPD Ref Val %RPD RPOLimil Dual Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitalion range NO Not Detected at the Reporting limit It RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations arc based on raw values ��1.:rbnrwwgx 32IS IVnlnnrdrrrme, Signal /till. GI 90755 Tel: 36Z 989.4045 Fox: 562.939.4040 31 of 43 H Holding times for preparation or analysis exceeded S Spike/Sumogate outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newport -SCE Parcel, 602497-001 TestCode: 8260_S ;ample ID: T090319MB2MSD SampType: MSD TeslCode:.8260_S Units: pg/Kg Prep Date: RunNo: 107234 ;tient ID: 772777 Batch ID: T09VS076 TestNo: EPA 82608 Analysis Dale: 3119/2009 SegNo: 1679399 lnalyte Result POL SPK value SPK Ref Val %REC Lowl-imit HighLimit RPD Ref Val %RPD RPDUmil Qual 1,1-Dichloroethene 51.330 5.0 50.00 0 103 70 130 51.82 0.950 20 Benzene 102.480 5.0 100.0 0 102 70 130 102.5 0.0585 20 Chlorobenzene 51.590 5.0 50.00 0 103. 70 130 52.46 1.67 20 MTBE 52.560 5.0 .50.00 0 105 70 130 51.09 2.84 20 Toluene 103.000 5.0 100.0 0 103 70 130 105.0 1.90 20 Trichloroethene 50.040 5.0 50.00 0 100 70 130 51.03 1.96 20 Sum: 1,2-Dichloroelhane-d4 44.350 NO Not Detected at the Reporting Limit 50.00 R 88.7 70 130 0 20 Sum: 4-Bromofluorobenzene 51.240 50.00 102 70 130. w. Signal Hill, CA 9075S 0 20 Sum: Dibromolluoromethane 52.140 50.00 104 70 130 0 20 Surf: Toluene -d8 54.910 50.00 110 70 130 0 20 ;ample ID: T090319MB2 SampType: MBLK TestCode: 8260_S Units: pg/Kg Prep Date: RunNo: 107234 :Tient JD: PBS Batch ID: T09VS076 TestNo: EPA 8260B Analysis Date: 3119/2009 SegNo: 1679400 lnalyte NO Result POL SPK value SPK Ref Val %REC Lowl-imit HighLimit RPD Ref Val °/ RPD RPOLimil Oual 1,1,1;2 -Tetrachloroethane NO 5.0 1,1,1 -Trichloroethane NO 5.0 1,1,2,2 -Tetrachloroethane NO 5.0 1,1;2 -Trichloroethane NO 5.0 1,1-Dichloroelhane NO 5.0 1,1-Dichloroethene. NO 5.0 1,1-Dichloropropene NO 5.0 1,2,3.Trichlorobenzene NO 5.0 1,2,3-Trichloropropane NO 5:0 1,2,4-Trichlorobenzene NO 5.0 1,2,4-Trimethylbenzene NO 5.0 1,2-O bromo-3chloropropane NO 10 1,2-Dibromoelhane NO 5.0 1,2-Oichlarobenzene NO 5.0 1,2-Dichlomethane NO 5.0 Qualifiers: B Analyte detected in the associated Method Blank B Value above quan itation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit R RPD outside accepted recovery limits S Spike/Surrogate outside of limits due to matrix interference DO Sumogam Diluted Our Calculations are based on raw values Il'b rrI 7Wlmnhrgr 4,ho""We' 3275 War w. Signal Hill, CA 9075S TO, 562.989.4045 Fav: 562.989.4040 32 of 43 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newport -SCE Parcel, 602497-001 TestCode: 8260_S Sample ID. T090319MB2 SampType: MBLK TestCode: 8260_S Units. pgfKg Prep Date: RunNo: 107234 Client ID: PBS Batch ID: T09VS076 TestNo: EPA 82608 Analysis Dale: 3119/2009 Seg No: 1679400 4nalyte ND Result PQL SPK value SPK Ref Val %REC Lowl-mil Hight-imit RPD Ref Val %RPD RPDLimit Qual 1,2-Dichloropropane ND 5.0 1,3,5-Trimethylbenzene ND 5.0 1,3 -Dichlorobenzene ND 5.0 1,3-Dichloropropane ND 5.0 1,4 -Dichlorobenzene ND 5.0 2,2-Dichloropropane ND 5.0 2-Butanone ND 50 2-Chlorotoluene ND 5.0 2-Hexanone ND 5o 4-Chlorotoluene ND 5.0 4-Isopmpyltoluene ND 5.0 4-Methyl-2-pentanone ND 50 Acetone ND 50 Benzene ND 5.0 Bromobenzene ND 5.0 Bromochloromethane ND 5.0 Bromodichloromethane ND 5.0 Bromofonn ND 5.0 Bromomelhane ND 5.0 Carbon disulfide ND 5.0 Carbon tetrachloride ND 5.0 Chlorobenzene ND 5.0 Chloroethane ND 5.0 Chloroform ND 5.0 Chloromethane ND 5.0 cis-1,2-Dichloroelhene ND 5.0 Cis-1,3-Dichloropropene ND 5.0 Dkisopropyl ether ND 5.0 Dibromochloromethane ND 5.0 Dibromomethane ND 5.0 Quail B Analyle detected in the associated Method Blank E Value above quantitation range H Holding limes for preparation or analysis exceeded ND Not Detected at the Reporting Limit R RPD outside accepted recovery limits S Spike/Surroll outside of limits due to matrix interference DO Surrogate Diluted Out Calculations are based on mw values �/, , 4AnnrM /irhnnXrr /alurrearrin JI731ra/nar rbmnaq Slgna/llif/.G 90733 Tel. -36Z989.4045 Far: SXd989.J0a0 _� 33 of 43 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newport -SCE Parcel, 602497-001 TestCode: 8260_S Sample ID: T090319MB2 SampType: MBLK TeslCode: 8200_S Units: pg1Kg Prep Dale: RunNo: 107234 :liens ID: PBS Balch ID: T09VS076 TestNo: EPA ai Analysis Date: 311912009 SegNo: 1679400 knalyte Result POL SPK value SPK Ref Val %REC Lowl-imit Hight-imit RPD Ref Val %RPD RPDLimit Qual Dichlorodifluoromethane NO 5.0 Ethyl Acetate NO 50 Ethyl Ether ND 50 Ethyl Ten -butyl ether NO 5.0 Ethylbenzene ND 5.0 Freon -113 ND 5.0 Hexachlorobutadiene ND 5.0 lodomethane NO 5.0 Isopropylbenzene NO 5.0 m,p-Xylene NO 10 Methylene chloride NO 5.0 MTBE NO 5.0 n-Bulylbenzene NO 5.0 n-Propylbenzene NO 5.0 Naphthalene NO 5.0 c -Xylene NO 5.0 sec-Bulylbenzene ND 5.0 Styrene NO 5.0 Ten -amyl methyl ether NO 5.0 Ten -Butanol NO 100 len-Bulylbenzene NO 5.0 Tetrachloroethane NO 5.0 Toluene NO 5.0 trans-1,2-Dichlorcethene ND 5.0 trans-1,3-Dichloropropene NO 5.0 Trichloroethene ND 5.0 Trichlorofluoromethane NO 5.0 Vinyl acetate NO 50 Vinyl chloride ND 5.0 Xylenes, Total NO 15 Qualifiers: B Analyte detected in the associated Method Blank ND Not Detected at the Reporting Limit 0 DO Sunogaic Diluted Out Id..'M Frcbnn/m<r F- Value above quantitation range R RPD outside accepted recovery limits Calculations am based on raw values 6S1 /abrin/nein 5275 W'alon/.0-1011. Signal Hill. CA 90755 Tel: 561. 989.4045 Fns: 561.989.4040 �� 34 of 43 H Holding times for preparation or analysis exceeded S Spike/Sunugate outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. Work Order: 104410 Project: Newport -SCE Parcel. 602497-001 ANALYTICAL QC SUMMARY REPORT TestCode: 8260S Sample ID T090319MB2 SampType: MBLK TeslCode. 8260_S Dn,ls pg/Kg Prep Dale. RunNo: 107234 Client ID: PBS Balch ID- T09VS076 TestNo. EPA 82608 Analysis Date: 311912009 SegNo: 1679400 Anatyte Result POL SPK value SPK Ref Val %REC Lowl-und Hight-imit RPD Ref Val %RPD RPDLan,1 Qual Sum 1,2-Dichloroethane-04 45.950 50.00 91.9 70 130 Sum: 4-Bromofluorobenzene 48.740 50.00 97.5 70 130 Sum. Dibromo0uoromethane 52.540 50.00 105 70 130 Sum: Toluene -d8 53.290 50.00 107 70 130 Quallners: R Analyte delceted in theamocinled Method Blank E Value above quantitation range ND Not Dd cled at the Reporting Limit R RPD outside accepted recovery limits DO Surropw Diluled Out Calculations are based on raw values bAanrrA h. hold., ...... - J775 Iralnat A w. Signal Hill, CA 90755 Tel: 562 989.4045 F=562.989.4040 35 of 43 H Holding limes for preparation or analysis exceeded S Spike/Surtogate outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newport -SCE Parcel, 602497-001 TestCode: 9270_S_FULL Sample ID: MB -54042 SampType: MBLK TestCode: 8270_S_FUL Units: yglKg Prep Dale: 312012009 RunNo: 107270 Client ID: PBS Batch ID. 54042 TestNo: EPA 8270C EPA 3550B Analysis Date: 312312009 SegNo. 1680777 Analyte ND Result PDL SPK value SPK Ref Val %REC Lowl-imil Hight -mit RPD Ref Val a/ RPD RPDLimit Coal 1,2,4-Trichlorobenzene ND 330 1,2 -Dichlorobenzene ND 330 1,3-Dichlombenzene NO 330 1,4 -Dichlorobenzene ND 330 2,4,5 -Trichlorophenol ND 330 2,4,6 -Trichlorophenol NO 330 2,4-Dichlorophenol ND 1600 2,4 -Dimethylphenol NO 330 2,4-Dinilrophenol ND 1600 2,4-Dinitrotoluene ND 330 2,6-Dinilrotoluene ND 330 2-Chlomnaphthalene ND 330 2 -Chlorophenol NO 330 2 -Methylnaphthalene NO 330 2-Methylphenol ND 330 2-Nitroaniline NO 1600 2-Nitrophenol NO 330 3,3%Dichlorobenzidine NO 660 3-Nitroaniline NO 1600 4,6-Dinilm-2-methylphenol NO 1600 4-Bromophenyl-phenylether NO 330 4-Chloro-3-methylphenol NO 660 4-Chloroaniline NO 660 4-Chlorophenyl-phenylether NO 330 4-Methylphenol NO 330 4-Nitroaniline ND 1600 4-Nilrophenol NO 1600 Acenaphthene ND 330 Acenaphthylene ND 330 Anthracene ND 330 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range ND Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on raw values Lh unrM Trvlumh;, /j 1 l:rlwmarnrxv J275 Wall,., Avenue, Signal /fill, CA 90755 TI. -562.989.4045 F v. 562.989.4040 ��_ 36 of 43 H Holding times for preparation ar analysis exceeded S SpikdSumogate outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newport -SCE Parcel, 602497-001 TestCode: 8270_S_FULL Sample ID: MB -54042 SampType: MBLK TestCode: 8270_S_FUL Units: pgfKg Prep Date: 3120/2009 Run No- 107270 Client ID: PBS Batch ID: 54042 TestNo: EPA 8270C EPA 35508 Analysis Date: 3/23/2009 SegNo: 1680777 Analyte Result POL SPK value SPK Ref Val %REC Lowtimil HighLimit RPD Ref Val %RPD RMI-ima Oual Benzidine (M) ND 1600 Benzo(a)anthracene ND 330 Benzo(a)pyrene ND 330 Benzo(b)Buorenthene ND 330 Benzo(g,h,i)perylene ND 330 Benzo(k)Ouoranlhene ND 330 Benzoic acid ND 1600 Benzyl alcohol ND 660 Bis(2-chloroelhcxy)methane ND 330 Bis(2-chloroethyl)ether ND 330 Bis(2-chloroisopropyl)ether ND 330 Bis(2-ethylhexyl)phthala1e ND 330 Butylbenzylphthalate ND 330 Chrysene ND 330 Di-n-butylphthalate ND 330 Di-noctylphthalale ND 330 Dibenz(a,h)anthracene ND 330 Dibenzofuran ND 330 Diethylphthalate ND 330 Dimethylphthalate ND 330 Fluoranlhene ND 330 Ruorene ND 330 Hexachlorobenzene ND 330 Hexachlorobutadiene ND 660 Hexachlorocyclopentadiene ND 660 Hexachloroethane ND 330 Indeno(1.2,3cd)pyrene ND 330 Isophorone ND 330 N-Nitrosodi-n-propylamine ND 330 N-Nitrosodiphenylamine ND 330 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit R RPD outside accepted recovery limits S Spikc/Sumogate outside of limits due to matrix interference DO Surogate Diluted Out J,/IYY/ frcR/l///A,1 Calculations are based on mw values 14 ,hnumrin J17S Irae,urAlenue, S/goal!/Al, Cd 90753 TrI: 56A 989.4045 Fnr: 961.989.40.10 37 of 43 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 1044.10 Project: Newport -SCE Parcel, 602497-001 TestCode: 8270_S—FULL Sample ID: MB -54042 SampType: MBLK TestCode: 8270_S_FUL Units: pg/Kg Prep Date: 312012009 RunNo: 107270 ,lien) to: PBS Batch ID: 54042 TeslNo: EPA 8270C EPA 35508 Analysis Date: 3123/2009 SegNo: 1680777 4nalyte Result PDL SPK value SPK Ref Val %REC Lowl-imit HighLimit RPD Ref Val °/ RPD RPDLimit Dual Naphthalene NO 330 TestCode: 8270_S_FUL Units: pg/Kg Prep Date: 312012009 RunNo: 107270 Nitrobenzene NO 330 TestNo: EPA 8270C EPA 35508 Analysis Date: 312312009 SegNo: 1680778 Pentachlorophenol NO 1600 POL SPK value SPK Ref Val %REC Lowl-imit HighLlmit RPO Ref Val %RPD RPDLimit Dual 130 Phenanthrene NO 330 3330 0 90.4 64 105 Phenol NO 330 3330 0 107 74 125 Pyrene NO 330 3330 0 126 77 137 Surr. 1,2 -Dichlorobenzene -d4 3005.000 330 3330 90.2 49 103 Surr. 2,4,6-Tribromophenol 3380.333 330 3330 102 47 129 Sum. 2 -Chlorophenol -d4 3199.000 1600 3330 96.1 54 109 Sur: 2-Fluombiphenyl 3513.000 330 3330 105 59 108 Sun: 2-Fluorophenol 3104.333 330 3330 93.2 50 111 Sun: 4-Terphenyl-dl4 .3693.000 3330 111 58 135 Sum: Nitrobenzene -d5 3581.000 Value above quantitation range 3330 108 54 115 Sur: Phenol -d5 3308.333 RPD outsideaccepted recovery limits 3330 99.3 58 112 iample ID: LCS-54042 SampType: LCS TestCode: 8270_S_FUL Units: pg/Kg Prep Date: 312012009 RunNo: 107270 :tient ID: LCSS Batch 10: 54042 TestNo: EPA 8270C EPA 35508 Analysis Date: 312312009 SegNo: 1680778 4nalyle 3327.667 Result POL SPK value SPK Ref Val %REC Lowl-imit HighLlmit RPO Ref Val %RPD RPDLimit Dual 1,2,4-Trichlorobenzene 3050.000 330 3330 0 91.6 61 107 1,4 -Dichlorobenzene 2890.667 330 3330 0 86.8 56 100 2,4-Dinitrotoluene 3327.667 330 3330 0 99.9 72 130 2 -Chlorophenol 3008.667 330 3330 0 90.4 64 105 4-Chloro-3-methylphenol 3560.000 660 3330 0 107 74 125 4-Nitrophenol 4197.000 1600 3330 0 126 77 137 Acenaphthene 3419.333 330 3330 0 103 63 117 N-Nitrosodi-n-propylamine 3594.000 330 3330 0 108 71 121 Pentachlorophenol 3133.667 1600 3330 0 94.1 69 125 Phenol 3342.000 330 3330 0 100 67 111 Pyrene 3164.333 330 3330 0 95.0 60 122 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range FI Ifolding.times for preparation or analysis exceeded ND Not Detected at the Reporting Limit R RPD outsideaccepted recovery limits S SpikelSunogate outside of limits due to matrix interference DO Surrogate Diluted Out Calculations are based on raw values '11han"t 77rlm..zo i PW ® I,Mrm:nnri" 327511'ah,w,h onre, Sigutd11i11, C4 90755 1r1: 562. 989.4045 Fox. 562.989.4040 38 of 43 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newport -SCE- Parcel, 602497-001 TestCode: 8270_S—FULL Sample ID: LCS-54042 SampType: LCS TestCode: 8270_S_FUL Units: pg/Kg Prep Date: 312012009 Runblo: 107270 Client ID: LCSS Batch ID: 54042 TesINO: EPA 8270C EPA 3550B Analysis Date: 312312009 SegNo: 1680778 Analyte Result PQL SPK value SPK Ref Val %REC LowLimit Highl-imit RPD Ref Val %RPD RPDLimit Qual Sum: 1,2 -Dichlorobenzene -d4 2811.000 3330 84.4 49 103 Sum: 2,4,6-Tribromophenol 3668.000 3330 110 47 129 Surr. 2 -Chlorophenol -d4 2943.333 3330 88.4 54 109 Sum: 2-Fluombiphenyl 3525.667 3330 106 59 108 Sum: 2-Fluorophenol 2836.000 3330 85.2 50 111 Sum: 4-Terphenyl-dl4 3115.333 3330 93:6 58 135 Sum: Nitrobenzene -d5 3325.667 3330 99.9 54 115 Sum: Phenol -d5 3112:000 3330 93.5 58 112 Sample ID: 104519-002AMS SampType: MS TestCode: 8270_S_FUL Units: pg/Kg Prep Dale: 312012009 Runblo: 107270 Client ID: 777777 Batch ID: 54042 TestNo: EPA 8270C EPA 35508 Analysis. Dale: 312 312 0 0 9 SegNo: 1680779 Analyte 85.0 Result PQL SPK value SPK Ref Val %REC Lowt-imit Highl-imit RPD Ref Val %RPD RPDLimit Dual 1,2,4-Trichlorobenzene 3014.667 330 3330 0 90.5 60 105 1,4 -Dichlorobenzene 2830.667 330 3330 0 85.0 50 99 2,4-Dinitmioluene 3313.667 330 3330 0 99.5 70 130 2 -Chlorophenol 3153.333 330 3330 0 94.7 58 107 4-Chloro-3-methylphenol 3626.667 660 3330 0 109 72 124 4-Nitrophenol 4299.000 1600 3330 0 129 69 139 Acenaphthene 3496.333 330 3330 0 105 59 118 N-Nitrosodi-n-propylamine 3697.667 330 3330 0 111 61 125 Pentachlorophenol 3311.667 1600 3330 0 99.4 56 131 Phenol 3493.000 330 3330 0 105 60 113 Pyrene 3089.667 330 3330 0 92.8 51 130 Sum: 1,2 -Dichlorobenzene -d4 2772.667 3330 83.3 49 103 Sum: 2.4,6-Tribromophenol 3732.667 3330 112 47 129 Sum: 2 -Chlorophenol -d4 3081.000 3330 92.5 54 109 Sum: 2-Fluombiphenyl 3534.667 3330 106 59 108 Sum: 2-Fluorophenol 2949.667 3330 88.6 50 111 Sum: 4-Terphenyl-dl4 3223.333 3330 96.8 58 135 Qualifiers: B Analytedetected in iheassocimed Method Blank E Value above quantitation range 11 liolding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit It RPD outside accepted recovery limits S Spike/Surrogate outside oflimits due to matrix imerference DO Surrogate Waled Out Calculations am based on mw values ,6M1:rurriPA-ch.... �•® l.alyr.+mrlc. 3275 1 ah...1 h•emm/ , Sig.... !fill, CA 90755 ® rrh 562. 989.4045 Fax: S6 989.4040 39 of 43 CLIENT: Leighton Consulting, Inc. ANALYTICAL QCSUMMARY REPORT Work Order: 104410 Project: Newport -SCE Parcel, 602497-001 TestCode: 8270_S—FULL Sample ID: 104519-002AMS SampType: MS TestCode: 8270 S_FUL Units: pg/Kg Prep Date: 3/20/2009 RunNo: 107270 Client ID: 777777 Batch ID: 54042 TestNo: EPA 8270C EPA 3550B Analysis Date: 3/23/2009 SegNo: 1680779 Analyte %REC Lowl-imit HighLlmit RPD Ref Val Result POL SPK value SPK Ref Val %REC Lowt-imit Hight-imil RPD Ref Val %RPD RPDLimit Qual Sun: Nitrobenzene -d5 3338.667 3330 100 54 115 Sum. Phenold5 3219.000 3330 96.7 58 112 Sample ID: 104519.002AMSD SampType: MSD TestCode: 8270_S FUL Units: pg/Kg Prep Date: 312012009 RunNo: 107270 Client 10: ZZ7777 Batch ID: 54042 TestNo: EPA 8270C EPA 35508 Analysis Date: 312312009 SegNo: 1680780 Analyte Result POL SPK value SPK Ref Val %REC Lowl-imit HighLlmit RPD Ref Val a/ RPD RPDLimit Qual 1,2,4-Trichlorobenzene 3272.333 330 3330 0 98.3 60 105 3015 8.20 20 1,4 -Dichlorobenzene 3069.000 330 3330 0 92.2 50 99 2831 8.08 20 2,4-Dinitmtoluene 3606.333 330 3330 0 108 70 130 3314 8.46 20 2 -Chlorophenol 3368.333 330 3330 0 101 58 107 3153 6.59 20 4-Chloro-3-methylphenol 3870.667 660 3330 0 116 72 124 3627 6.51 20 4-Nilrophenol 4482.000 1600 3330 0 135 69 139 4299 4.17 20 Acenaphthene 3845.333 330 3330 0 115 59 118 3496 9.51 20 N-Nitrosodi-n-propylamine 3928.333 330 3330 0 118 61 125 3698 6.05 20 Pentachlorophenol 3613.000 1600 3330 0 108 56 131 3312 8.70 20 Phenol 3744.333 330 3330 0 112 60 113 3493 6.95 20 Pyrene 3367.000 330 3330 0 101 51 130 3090 8.59 20 Sun: 1,2 -Dichlorobenzene -d4 2990.000 3330 89.8 49 103 0 0 Sum: 2,4,6-Tribromophenol 3932.667 3330 118 47 129 0 0 Sun: 2 -Chlorophenol -d4 3271.000 3330 98.2 54 109 0 0 Sun: 2-Fluombiphenyl 3877.333 3330 116 59 108 0 0 Sun: 2-Fluorophenol 3172.667 3330 95.3 50 191 0 '0 Sun: 4-Terphenyl-dl4 3450.667 3330 104 58 135 0 0. Sun: Nitrobenzene -d5 3580.333 3330 108 54 115 0 0 Sum: Phenol -d5 3431.000 3330 103 58 112 0. 0 Qualifiers: B Analyte: detected in the associated Method Blank E Value above quantitation. range ND Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on raw values . t Jranrrrl 7"'1.Illi/4;;1` A. l.nhnrgprlq� J275 1f'nh... 1A erne, .Sigunl /fill, CI 90755 Tek. 562. 98241115 Fns: 562.989.1040 40 of 43 S 11 Holding limes for preparation or analysis exceeded S Spike/Surrogam outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. Work Order: 104410 Project: Newport -SCE Parcel, 602497-001 ANALYTICAL QC SUMMARY REPORT TestCode: HCS ATL ;ample ID. MB -53868 SempType: MBLK TestCode: HC_S_ATL Umis mglKg Prep Dale: 3116/2009 RunNo: 107003 ;tient ID: PBS Batch ID: 8788! TeslNo: EPA 8015B(M LUFT Analysis Dale: 3/1711909 Se4No: 1675387 tnalyte Result POL SPK value SPK Ref Val %REC Lowtimit Highl-imit RPD Ref Val %RPD RPDLimit Coal T/R Hydrocarbons: C8 -C10 ND 10 T/R Hydrocarbons: CIO -C18 ND 10 T/R Hydrocarbons: C18 -C28 ND 10 T/R Hydrocarbons: C28 -C36 ND 10 T/R Hydrocarbons: C36 -C40 ND 10 T/R Hydrocarbons: C8 -C40 Total ND 10 Sur: p-Terphenyl 78.681 80.00 98.4 Qualifier&: 8 Analyse detected in the associated Method Blank E Value above quantitation range ND Not Detected at the Reposing Limit R RPD outride accepted recovery limits DO Surrogate Diluted Out Calculation am based on raw values /1 td,:.,rc.d r arewr, 90755 11.1 .... I T/gnal !till. CA Trh. SaA 989.4045 Par: 562.989.4010 +� 41 of 43 57 144 H Holding times for preparation or analysis exceeded S Spike/Surmgate outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newport -SCE Parcel, 602497-001 TestCode: HC_S_V0AC4C12 Sample ID: E09031914081 SampType: MBLK TestCode: HC_S_VOAC Units: mg/Kg Prep Date: RunNo: 107164 Client ID: PBS Batch ID: E09VS078 TestNo: EPA 80158 Analysis Date: 3119/2009 SegNo: 1678173 Analyle Result PQL SPK value SPK Ref Val %REC Lowl-imit HighLimit RPD Ref Val %RPD RPDLimit Qual TIR Hydrocarbons: C4 -C12 NO 1.0 Sun: Bromofluorobenzene (FID) 86.207 100:0 86.2 59 145 Sample 10: 104410-006AMS SampType: MS TestCode: HC_S_VOAC Units: mg/Kg Prep Date: RunNo: 107164 Client ID: B3-1.3 Batch ID: E09VS078 TestNo: EPA 80158 Analysis Date: 311912009 SegNo: 1678177 Analyte Result PQL SPK value SPK Ref Val %REC LowLimil Highl-imil RPD Ref Val %RPD RPDLimit Qual T/R Hydrocarbons: C4 -C12 4.481 1.0 5.000 0 89.6 39 135 Sun: Bmmofluorobenzene (FID) 104.104 100.0 104 59 145 Sample ID: 104410-006AMSD SampType: MSD TestCode: HC_S_VOAC Units: mglKg RunNo: 107164 Prep Dale: RunNo: 107164 Client ID: B3-1.3 Balch ID: E09VS078 TestNo: EPA 80158 Result Analysis Dale: 311912009 SegNo: 1678178 Analyte ®rhmnrrrf L.® ® Result POL SPK value SPK Ref Val %REC LowUmit HighLimit RPD Ref Val %RPD RPDLimit Qual TIR Hydrocarbons: C4 -C12 4.455 1.0 5.000 0 89.1 39 135 4.481 0.582 20 Sort: Bromolluorobenzene (FID) 104.796 100.0 105 59 145 0 0 Sample ID: E090319LCS1 SampType: LCS TestCode; HC_S_VOAC Units: mg1Kg Prep Dale: RunNo: 107164 Client ID: LCSS Batch ID: E09VS078 TestNo: EPA 80158 Analysis Dale: 3/19/2009 SegNo: 1678179 Analyte Result PQL SPK value SPK Ref Val %REC LowLimil HighLimit RPD Ref Val %RPD RPDLimit Qual R Hydrocarbons: C4 -C12 Sun: Bromofluorobenzene (FID) 4.784 1.0 5.000 90.156 100.0 0 95.7 73 120 90.2 59 145 Qualifiers: B Analyte detected in Iheassociated Method Blank E Value above quatnitation range NO Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Sumogme Dilated Out Calculations arc based on raw values ®rhmnrrrf L.® ® 1"Z.....f'fir Ar.7275 lhn/n+n rl renur, Sig nn!llill, C.190755 nAnruru.... Y¢f: 562. 989.4045 /br: SaI:9.49.JOJ0 42 of 43 H Holding times for preparation or analysis exceeded S Spike/Sumagate outside of limits due to matrix interference Advanced Technology Laboratories Date: 264far-09 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newport -SCE Parcel, 602497-001 BatchED: 53868 Sample ID: LCS-53868 SampType: LCS TestCode: 8015_S_DM Units: mg/Kg Prep Dale: 311612009 RunNo: 107003 Client ID: LCSS Balch ID: 53868 TestNo: EPA 8015B(M LUFT Analysis Dale: 311711909 SegNo: 1675383 Analyle %REC Lowl-imit HighLimil RPD Ref Val Result PDL SPK value SPK Ref Val %REC Lowl-imit HighLimil RPO Ref Val %RPO RPDLimil Dual DRO 1021.900 10 1000 0 102 81 128 Sum: p-Terphenyl 89.756 80.00 112 57 144 Sample ID: 104410-009AMS SampType: MS TestCode: 8015_S—DM .Units: mg/Kg Prep Date: 3/1612009 RunNo: 107003 Client 10: B5-0.5 Batch ID: 53868 TestNo: EPA 80158(M LUFT Analysis Date: 311711909 SegNo: 1675385 Analyte Result POL SPK value .SPK Ref Val %REC Lowl-imit HighLimil RPD Ref Val %RPD RPDUmit Oual DRO 1089.485 10 1000 11.74 108 58 145 Sum: p-Terphenyl 97.132 80.00 121 57 144 Sample ID: 104410-009AMSD SampType: MSD TestCode: 8015_S—DM Units: mg/Kg Prep Dale: 3/16/2009 RunNo: 107003 Client ID: 135.0.5 Batch ID: 53868 TestNo: EPA 8015B(M LUFT Analysis Date: 311711909 .SegNo: 1675386 Analyte Result POL SPK value SPK Ref Val %REC Lowl-imit HighLimil RPD Ref Val %RPD RPDLimil Qual DRO 1057.622 10 1000 11.74 105 58 145 1089 2.97 20 Sum p-Terphenyl 91.527 80.00 114 57 144 0 0 Qualifiers: 0 Analyte detected in Iheassociated Method Blank E Value above quonlitatian range NO Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on mw values vIl/1;'/llflYl/i'frlll!//IH�1' �j" a /,:+nrrarodm 3275 tYnlnu/ib•eru+e, Sig nn11H11,01 90755 7e1: 561. 989.4dJ3 Fax. -56Z989.4040 43 of 43 I I Bolding times for preparation or analysis exceeded S Spike/Sumogme outside of limits due to matrix interference August 12, 2009 Meredith Church Leighton Consulting, Inc. 17781 Cowan Street Irvine, CA 92614 TEL: (949)6814208 FAX: (949) 757-7230 RE: SCE Newport, 602497-003 Attention: Meredith Church ♦EC,µ acee9p' �C f C � 4 Y Z ELAP No.: 1838 NELAP No.:02107CA NEVADA.: CA -401 CSDLAC No.:10196 Workorder No.: 106685 Enclosed are the results for samplc(s) received on August 03, 2009 by Advanced Technology Laboratories. The sample(s) are tested for the parameters as indicated in the enclosed chain of custody in accordance with the applicable laboratory certifications. Thank you for the opportunity to service the needs of your company. Please feel free to call me at (562)9894045 if I can be of further assistance to your company. Sincerely, Eddie The cover letter and the case narrative are an integral part of this analytical report and cannot be reproduced in pan or in its entirety without written Permission from the client and Advanced Technoloev Laboratories. Advanced Technol(',q 1275 Militia Avenue .Sirnul Hill. CA 90755 Tel: 562 989-4045 Fas:.562 939-4040 Labormarie.. 1 of 68 Advanced TechnoloEy Laboratories Date: 11 -Aug -09 CLIENT: Leighton Consulting, Inc. Project: SCE Newport, 602497-003 Lab Order: 106685 Analytical Comments for EPA 801513(M) (C8 -C40) CASE NARRATIVE Samples 106654-OOIAMS and 106654-001AMSD. Matrix Spike (MS) and Matrix Spike Duplicate (MSD) are outside recovery criteria; however, the analytical batch was validated by the Laboratory Control Sample (LCS). Sample 106654-001 AMSD, RPD for Matrix Spike Duplicate (MSD) is outside criteria; however, the analytical batch was validated by the Laboratory Control Sample (LCS). Analytical Comments for EPA 8260B Sample 106685-006A, surrogate recovery biased low possibly due to matrix interferences. Samples 106685-006AMS and 106685-006AMSD, Matrix Spike (MS) and Matrix Spike Duplicate (MSD) are outside recovery criteria; however, the analytical batch was validated by the Laboratory Control Sample (LCS). Analytical Comments for EPA 8270C Sample 106685-006A, surrogate recovery biased low possibly due to matrix interferences. :Idsaneed 71?e1moingv Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 2 of 68 Page 1 of 65 Fax: 562.989.4040 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ED: B6 -GW Lab Order: 106685 Collection Date: 8/3/2009 10:03:00 AM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ID: 106685-OOIA Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 8015B RunID: GC6_090804A QC Batch. 109VW0134 PrepDate: Analyst: BD T/R Hydrocarbons: C4 -C12 ND 0.20 mg/L 1 8!4/200907:23 PM Sun: Bromofluorobenzene(FID) 85.4 71-130 %REC 1 8/4/200907:23 PM Qua00en: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / :tdt:zneed Teehaologi Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 561.989.4040 3 of 68 Advanced Technology Laboratories CLfENT: Leighton Consulting, Inc. Lab Order. 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-OOIB Analcscs Result ANALYTICAL RESULTS Print Date: 11 -Aug -09 Client Sample ED: B6 -GW Collection Date: 8/3/2009 10:03:00 AM Matrix: GROUNDWATER PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C EPA 8015B(M) RunID: GC16_090806F OC Balch: 57067 PrepDate: T/R Hydrocarbons: C8 -C10 ND 0.20 mg/L 1 T/R Hydrocarbons: C10 -C18 0.23 0.20 mg/L 1 T/R Hydrocarbons: C18 -C28 0.45 0.20 mg/L 1 T/R Hydrocarbons: C28 -C36 ND 0.20 mg/L 1 T/R Hydrocarbons: C36 -C40 ND 0.20 mg/L 1 T/R Hydrocarbons: C8 -C40 Total 0.68 0.20 mg/L 1 Sun: p-Terphenyl 78.5 35-131 M REC 1 8/4/2009 Analyst: CBR 8/6/2009 06:40 PM 8/6/2009 06:40 PM 8/6/2009 06:40 PM 816/2009 06:40 PM 8/6/2009 06:40 PM 8!6/2009 06:40 PM 8/6/2009 06:40 PM Qualifien: B Analyte detected in the associated Metbod Blank E Value above quanbubon range 11 Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate- outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out .idsanced Tcahnologi Lehorarories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fac: 56Z 989.4040 4 of 68 r Advanced TechnologyLaboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B6 -GW Lab Order: 106685 Collection Date: 8/3/2009 10:03:00 AM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ID: 106685-OOIC 0.60 Analyses Result PQL Qual Units DF Date Analyzed PCBS BY GC/ECD RunID: GC4 090807A Arodor 1016 Aroclor 1221 Arodor 1232 Aroclor 1242 Arodor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Arodor 1268 Sum: Decachlorobiphenyl Surr: Tetrachloro-m-xylene EPA 3510C EPA 8082 QC Batch: 57126 PrepDate: ND 0.50 pg/L 1 ND 1.0 pg/L 1 ND 0.60 pg/L 1 ND 0.50 pg/L 1 ND 0.50 pg/L 1 ND 0.50 pg/L 1 ND 0.50 pg/L i ND 0.50 pg/L 1 ND 0.50 pg/L 1 83.4 29-130 %REC 1 85.2 48-126 %REC 1 8/6/2009 Analyst: BB 8/7/2009 11:01 AM 8/7/200911:01 AM 8/7/200911:01 AM 8/7/200911:01 AM 8/7/200911:01 AM 8/7/2009 11:01 AM 8!7/200911:01 AM 8/7/200911:01 AM 80/2009 11:01 AM 8!7/2009 11:01 AM 8/7/2009 11:01 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Sp&e/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out A.Irhnnced lechrnolo.-I Labornlorles 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 5of68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B6-2 Lab Order: 106685 Collection Date: 8/3/2009 9:47:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ED: 106685-002A Analyses HYDROCARBON CHAIN IDENTIFICATION LUFT Result PQL Qual Units DF Date Analyzed RunID: GC16 090806C QC Batch. 57087 T/R Hydrocarbons: C8 -C10 T/R Hydrocarbons: C10 -C18 T/R Hydrocarbons: C18 -C28 T/R Hydrocarbons: C28 -C36 T/R Hydrocarbons: C36 -C40 T/R Hydrocarbons: C8 -C40 Total Sun. p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION RunID: GC2 090804B T/R Hydrocarbons: C4 -C12 Sum: Bromofluorobenzene (FID) PCBS BY GCIECD RunID: GCS 0908068 Arodor 1016 Arocbf 1221 Aroclor 1232 Arodor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Arodor 1262 Aroc:W 1268 Sum: Decachlorobiphenyl Sum: Tetrachloro-m-xylene EPA 8015B(M) PrepDate: ND 10 mg/Kg 1 ND 10 mglKg 1 ND 10 mglKg 1 ND 10 mg/Kg 1 ND 10 mg/Kg 1 ND 10 mg/Kg 1 984 57-144 %REC 1 EPA 8015B QC Batch. E09VS246 PrepDate: ND 1.0 mg/Kg 1 95.5 59-145 %REC 1 EPA 35508 EPA 8082 QC Batch: 57129 PrepDate: ND 16 pg/Kg 1 ND 33 pglKg 1 ND 16 pg/Kg 1 ND 16 pg/Kg 1 ND 16 pg(Kg 1 ND 16 pg/Kg 1 ND 16 pg/Kg 1 ND 16 pg/Kg 1 ND 16 pg/Kg 1 97.6 30-124 %REC 1 86.7 40-118 %REC 1 8/512009 Analyst: CBR 8/6/2009 02:20 PM 8/6/2009 02:20 PM 8/6/2009 02:20 PM 8/6/2009 02:20 PM 8/6/2009 02:20 PM 816/2009 02:20 PM 8/6/2009 02:20 PM Analyst: KHN 8/4/2009 09:40 PM 8/4/2009 09:40 PM 81612009 Analyst: BB 8/7/2009 12:12 AM 8171200912:12 AM 817/200912:12 AM 81712009 12:12 AM 8171200912:12 AM 81712009 12:12 AM 81712009 12:12 AM 8/712009 12:12 AM 8/712009 12:12 AM 8/7/2009 12:12 AM 8/7/2009 12:12 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out d/ adrrrnrrd (rr•/mn/oer = /fired eche 3175 ,.,,,.,Avenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Far: 562.989.4040 6 of 68 Analyses Result PQL ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B6-5 Lab Order. 106685 Collection Date: 8/3/2009 9:52:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL1, Lab ID: 106685-003A RunID: GC16_090806C OC Batch: Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunID: GC16_090806C OC Batch: 57087 PrepDate: 8/5/2009 Analyst: CBR T/R Hydrocarbons: C8 -C10 NO 10 mg/Kg 1 816/200902:29 PM T/R Hydrocarbons: C 10-C 18 NO 10 mgXg 1 8/6/200902:29 PM T/R Hydrocarbons: C18 -C28 NO 10 mg/Kg 1 8/6/200902:29 PM T/R Hydrocarbons: C28 -C36 ND 10 mg/Kg 1 8/612009 02:29 PM T/R Hydrocarbons. C36 -C40 ND 10 mg/Kg 1 8/6/200902:29 PM T/R Hydrocarbons: C8 -C40 Total ND 10 mg/Kg 1 8/612009 02:29 PM Sum: p-Terphenyl 956 57-144 %REC 1 816/2009 02:29 PM HYDROCARBON CHAIN IDENTIFICATION EPA 80158 RunID: GC2_090804B OC Batch. E09VS246 PrepOste: Analyst: KHN T1R Hydrocarbons: C4 -C12 NO 10 mg/Kg 1 8/4/2009 09:55 PM Sum: BromolluorobenZene(FID) 94.4 59-1.15 %REC 1 8/4/200909:55 PM PCBS BY GC/ECD EPA 35508 EPA 8082 RunID: GC5_0908068 OC Batu: 57129 PrepDate: 8/62009 Analyst: BB Aroclor 1016 NO 16 pg/Kg 1 8172009 12:42 AM Aroclor 1221 NO 33 pg/Kg 1 8772009 12:42 AM Aroclor 1232 NO 16 pg/Kg 1 8/72009 12:42 AM Aroclor 1242 NO 16 pg/Kg 1 8!7200912:42 AM Aroclor 1248 NO 16 p9/Kq 1 8!//200912:42 AM Aroclor 1254 ND 16 pg1Kq 1 8/712009 12:42 AM Aroclor 1260 NO 16 pg/Kg 1 81712009 12:42 AM Aroclor 1262 NO 16 pg/Kg 1 87712009 12:42 AM Aroclor 1268 ND 16 pg/Kg 1 8/72009 12:42 AM Sun: Decachlorobiphenyl 91.9 30-124 %REC 1 8/7/2009 12:42 AM Sun: Tetrachloro-m-xylene 72.8 40-118 %REC 1 8/72009 12:42 AM VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82608 RunID: MS4_090805A OC Batch KOWS145 PrepDate Analyst: HH 1,1,1,2 -Tetrachloroethane NO 5.0 pg/Kg 1 815/2009 12:33 PM 1,1,1 -Trichloroethane NO 5.0 pg/Kg 1 8/5/200912:33 PM 1,1,2,2 -Tetrachloroethane NO 6.0 pg/Kg 1 8/5/200912:33 PM 1,1,2 -Trichloroethane NO 5.0 p91Kg 1 8/5200912:33 PM Quallnen: B Analyte detectedin the associated Method Blank E Value above quanuution range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S SpikoSurrogate outside of limits due to maeix mactlerence Results are wet unless otherwise specified DO Surrogate Diluted Out 01 .l drwnced TechnoloAr 1` I Laboratories 3275 Walnut Avenue, Signal Hill, C4 90755 Tel. 562. 989.4045 Fax: 562.989.4040 7 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 11 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B6-5 Lab Order: 106685 Collection Date: 8/3/2009 9:52:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab M. 106685-003A Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82606 RunID: MS4_090805A OC Batch. K09VS146 PrepDale: Analyst: HH 1,1-0ichloroethane NO 5.0 pg/Kg 1 8/51200912:33 PM 1,14)ichloroethene NO 5.0 pg/Kg 1 8/51200912:33 PM 1,1-Dichloropropene NO 5.0 pg/Kg 1 11/51200912:33 PM 1,2,3-Trichlorobenzene NO 5.0 pg/Kg 1 8/5/2009 12:33 PM 1,2.3-Trichloropmpane NO 5.0 pg/Kg 1 8/512009 12:33 PM 1,2,4-Trichlorobenzene NO 5.0 pg/Kg 1 815/2009 12:33 PM 12.4-Trimethylbenzene NO 5.0 pg/Kg 1 8/5/2009 12:33 PM 12-Dibromo-3-chlompropane ND 10 pg/K9 1 8/5/200912:33 PM 1,2-Dibromoethane ND 5.0 pg/Kg 1 815/2009 12:33 PM 1,2-Dichlombenzene ND 5.0 pg/Kg 1 8/5/2009 12:33 PM 1,2-Dichloroethane NO 5.0 pg/Kg 1 8/5/2009 12:33 PM 1,2-Dichloropmpane NO 5.0 pg/Kg 1 8/51200912:33 PM 1,3,5-Trimethylbenzene NO 5.0 pg/Kg 1 8/5/200912:33 PM 1,3 -Dichlorobenzene NO 5.0 pg/Kg 1 8/5/2009 12:33 PM 1,3-Dichloropropane NO 5.0 pg/Kg 1 8/5/200912:33 PM 1,4-Dichlorobemene NO 5.0 pg/Kg 1 81512009 12:33 PM 22-Dichlompmpane NO 5.0 pg/Kg 1 815/2009 12:33 PM 2-Chlorotoluene NO 5.0 pg/Kg 1 8/52009 12:33 PM 4-Chlorotoluene NO 5.0 pg/Kg 1 8152009 12:33 PM 4-Isopropyltoluene NO 5.0 pg/Kg 1 8/52009 12:33 PM Benzene NO 5.0 pg/Kg 1 8/52009 12:33 PM Bromobenzene NO 5.0 pg/Kg 1 8/512009 12:33 PM Bromodichloromethane NO 5.0 pg/Kg 1 816/2009 12:33 PM Bromoform ND 5.0 pg/Kg 1 8152009 12:33 PM Bromomethane ND 5.0 pg/Kg 1 8161200912:33 PM Carbon tetrachloride ND 5.0 pg/Kg 1 8152009 12:33 PM Chlorobenzene ND 5.0 pg/Kg 1 8/5200912:33 PM Chloroethane ND 5.0 pg/Kg 1 &51200912:33PM Chloroform NO 6.0 pg/Kg 1 &6200912:33 PM Chloromethane NO 6.0 pg/Kg 1 &5200912:33 PM cis-1,2-Dichlomethene ND 5.0 pg/Kg 1 &51200912:33 PM ds- 1,3-Dichlompropene NO 5.0 pg/Kg 1 &5200912:33 PM Di -isopropyl ether NO 5.0 pg/Kg 1 &5/200912:33 PM Dibmmochloromethane NO 5.0 pg/Kg 1 &5200912:33 PM Dibromomethane, NO 5.0 pg/Kg 1 &5200912:33 PM Qualifiers: B Analyte detected to the associated Method Black E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S SpikeSurtogate outside of limits due to matrix interference Results arc wct unless otherwise specified DO Surrogate Diluted Out d/ adtanced Teehnn/nAt `,I Laboratories 3175 WabudAvemre, Si,{nn/ Hill, CA 90755 Tel: 562. 989.404.5 Fax: 561.989.4040 a .: Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order. 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-003A ANALYTICAL RESULTS Print Date: 11-Au&09 Client Sample ID: 136-5 Collection Date: 8/3/2009 9:52:00 AM Matrix: SOIL Analyses Result PQL Qaal Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 8260B RunID: MS4_090805A OC Batch: K09VS145 PrepDate: Analyst: HH Dichlorodifluoromethane NO 5.0 pg/Kg 1 8/5/200912:33 PM Ethyl Tert-butyl ether NO 5.0 pg/Kg 1 8/51200912:33 PM Ethylbenzene NO 5.0 pg/Kg 1 815/2009 12:33 PM Hexachlorobutadiene NO 5.0 pg/Kg 1 815/200912:33 PM IsopropNhenzene NO 5.0 pg/Kg 1 815200912:33 PM m.p-Xylene NO 10 pg/Kg 1 815200912:33 PM Methylene chloride NO 5.0 pg/Kg 1 8/5200912:33 PM MTBE NO 5.0 pg/Kg 1 8/52009 12:33 PM n-Butylbenzene NO 5.0 pg/Kg 1 8/52009 12:33 PM n-Propylbenzene NO 5.0 pg/Kg 1 8/5/2009 12:33 PM Naphthalene NO 5.0 pg/Kg 1 8/5/2009 12:33 PM c -Xylene NO 5.0 pg/Kg 1 8/5/2009 12:33 PM sec-Bulylbenzene NO 5.0 pg/Kg 1 8/52009 12:33 PM Styrene NO 5.0 pg/Kg 1 815/200912:33 PM Tert-amyl methyl ether NO 5.0 pg/Kg 1 8/52009 12:33 PM Tert-Butanol NO 100 pg/Kg 1 852009 12:33 PM lert-BuMbenzene NO 5.0 pg/Kg 1 8/5200912:33 PM Tetrachloroethene NO 5.0 pg/Kg 1 8/5200912:33 PM Toluene NO 5.0 pg/Kg 1 8/5200912:33 PM trans-l.2-Dichloroethene NO 5.0 p9/Kg 1 8/5/2009 12:33 PM Trichloroethene ND 5.0 pg/Kg 1 8/51200912:33 PM Trichlorofluoromethane ND 5.0 pg/Kg 1 8/5/200912:33 PM Vinyl chloride NO 5.0 pg/Kg 1 8/5/2009 12:33 PM Sum: 1,2-Dichlomethaned4 109 70-130 %REC 1 815/200912:33 PM Sum, 448romofluorobenzene 99.6 70-130 %REC 1 8/5/2009 12:33 PM Sum Dibromofluommelhane 113 70-130 %REC 1 8/5/200912:33 PM Sum Toluene -d8 109 70-130 %REC 1 8/5/200912:33 PM SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunID: MS 13_090805A OC Batch: 57085 PrepDate: 8/52009 Analyst: DMP 1,2.4-Trichlombenzene NO 330 pg/Kg 1 8/5/200904:02 PM 1,2 -Dichlorobenzene NO 330 pg/Kg 1 8/5/200904:02 PM 1,3 -Dichlorobenzene NO 330 pg/Kg 1 8/51200904:02 PM 1,4 -Dichlorobenzene NO 330 pg/Kg 1 8/51200904:02 PM 2,4,5.Trichlorophenol NO 330 pg/Kg 1 815200904:02 PM qn aaf ecru. B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Na Delated at the Rryptina Limit S SpikefSurmgate outside- of limits due to matrix interference Results are wet tmias oWewise specified DO Surrogate Diluted Out d2/ .Idrxneed TerhaaloAr 5borefories 3275 Wrdual Avenue, .Sii;iwl /fill, CA 90755 Tel: 562. 989.4045 Fac: 561.989.4040 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-003A .Analyses Result PQL ANALYTICAL RESULTS Print Date: 12 -Aug -09 Client Sample ID: 116-5 Collection Date: 8/3/2009 9:52:00 AM Matrix: SOIL Qual Units OF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunID: MS 13_090805A OC Batch: 57085 PrepDale: 8/5/2009 Analyst: DMP 2,4,6 -Trichlorophenol NO 330 pg/Kg 1 8/5/200904:02 PM 2,4-Dichlorophenol NO 1600 pg/Kg 1 &51200904:02 PM 2,4 -Dimethylphenol NO 330 pg/Kg 1 &5/200904:02 PM 2,4.01nitrophenol NO 1600 pg/Kg 1 &5/200904:02 PM 2,4-01nitrotoluene NO 330 pg/Kg 1 &5/200904:02 PM 2,6-Dinitrotoluene NO 330 pg/Kg 1 &5/200904:02 PM 2-Chloronaphthatene NO 330 pg(Kg 1 &5200904:02 PM 2 -Chlorophenol NO 330 pg/Kg 1 &5/200904:02 PM 2 -Methylnaphthalene NO 330 pg/Kg 1 &5200904:02 PM 2-Memylphenol NO 330 pg/Kg 1 &5200904:02 PM 2-Nitroanilimi NO 1600 pg/Kg 1 &5200904:02 PM 2-Nitrophenol NO 330 pg/Kg 1 &5200904:02 PM 3.3'-Dichlorobenzidine NO 660 pg/Kg 1 &5200904:02 PM 3-Nitroanilme NO 1600 pg/Kg 1 &5200904:02 PM 4,6-Dinitro-2-melhylphenol NO 1600 pg/Kg 1 &5200904:02 PM 4-Bmmophenyl-phenylether NO 330 pg/Kg 1 &5200904:02 PM 4-Chloro-3+nelhylphenol NO 660 pg/Kg 1 &5200904:02 PM 4-Chloroantline NO 660 pg/Kg 1 8/52009 04:02 PM 4-Chlorophenyl-phenylether NO 330 pg/Kg 1 &5/200904:02 PM 4-Melhylphenol NO 330 pg/Kg 1 8/5/200904:02 PM 4-Nitroaniline NO 1600 pg/Kg 1 8/5/200904:02 PM 4-Nitrophenol NO 1600 pg/Kg 1 &51200904:02 PM Acenaphthene NO 330 pg/Kg 1 8/5/200904:02 PM Acenaphthylene NO 330 pg/Kg 1 &5/200904:02 PM Anthracene NO 330 pg/Kg 1 &5/200904:02 PM Benzidine (M) NO 1600 pg/Kg 1 &5200904:02 PM Benzo(a)anthracene NO 330 pg/Kg 1 &5/200904:02 PM Benzo(a)pyrene NO 330 pg/Kg 1 &5/200904:02 PM Benzo(b)euoranthene NO 330 pg/Kg 1 &5200904:02 PM Benzo(g.h,i)perytene NO 330 pg/Kg 1 &5200904:02 PM Benzo(k)8uomnmene NO 330 pg/Kg 1 &5200904:02 PM Benzoic sad NO 1600 pg/Kg 1 815/2009 04:02 PM Benzyl alcohol NO 660 pg/Kg 1 8/512009 04:02 PM Bis(2-chloroethoay)rnethane ND 330 pg/Kg 1 &51200904:02 PM Bis(2-chloroethyl)elher ND 330 pg/Kg 1 &51200904:02 PM Qua9Bera: 8 Analyte detected in the associated Method Blank C• Value above q=nhtztion range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike'Surmgate outside of limits due to matrix interferrnce Results arc wct =less otherwise specified DO Surrogate Diluted Out / :IrJrmurd lerhnalogt �= Lahorarorlrs 3175 Walnut Avenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Far: 501.989.4040 10 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-003A Analyses Result PQL ANALYTICAL RESULTS Print Date: 12 -Aug -09 Client Sample ID: B6-5 Collection Date: 8/3/2009 9:52:00 AM Matrix: SOIL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunID: MS 13_090805A OC Batch: 57085 PrepDate: 8/5/2009 Analyst: DMP Bis(2-chloroisopropyl)ether NO 330 pg/Kg 1 8/5/200904:02 PM Bis(2-ethylhexyl)phthalale NO 330 pg/K9 1 8/5/200904:02 PM Butylbenzylphthalate NO 330 p9/K9 1 8/5/200904:02 PM Chrysene NO 330 pg/Kg 1 815/200904:02 PM Di-n-butylphthalate NO 330 pg/Kg 1 815/200904:02 PM Di-n-oclylphlhalate NO 330 pg/Kg 1 815/200904:02 PM Dibenz(a,h)anthracsne NO 330 pg/Kg 1 815/200904:02 PM Dibenzofuran NO 330 pg/Kg 1 815/200904:02 PM Oiethylphthalate NO 330 pg/Kg 1 8/5/200904:02 PM Dimethylphlhalate NO 330 pg/Kg 1 8/5/200904:02 PM Fluoranthene NO 330 pg/Kg 1 815/200904:02 PM Fluorene NO 330 pg/Kg 1 8/5/200904:02 PM Hexachlorobenzene NO 330 pg/Kg 1 8/5/200904:02 PM Hexachlorobutadiene NO 660 pg/Kg 1 8/51200904:02 PM Hexachlorocyclopentadiene NO 660 pg/Kg 1 8/5/200904:02 PM Hexachloroethane NO 330 pg/Kg 1 8151200904:02 PM Indeno(1,2,3-od)pyrene NO 330 pg/Kg 1 8/5/200904:02 PM Isophorone NO 330 pg/Kg 1 8/5/200904:02 PM N-Nitrosodi-n-propylamine NO 330 pg/Kg 1 8/51200904:02 PM N-Nitrosodiphenylamine NO 330 pg/Kg 1 8/5/200904:02 PM Naphthalene NO 330 pg/Kg 1 8/5200904:02 PM Nitrobenzene NO 330 pg/Kg 1 8/5/200904:02 PM Pentachlorophenol NO 1600 pg/Kg 1 8/5/200904:02 PM Phenanthrene NO 330 pg/Kg 1 8/5/200904:02 PM Phenol NO 330 pg/Kg 1 8/5/200904:02 PM Pyrene NO 330 pg/Kg 1 8/51200904:02 PM Sum: 1,2 -Dichlorobenzene -d4 59.3 49-103 %REG 1 8/5/200904:02 PM Sum: 2,4,6-Tribromophenol 82.0 47-129 %REC 1 8/5/200904:02 PM Sum: 2 -Chlorophenol -d4 67.1 54-109 %REC 1 8/5/200904:02 PM Sum: 2-Fluombiphenyl 68.6 59-108 %REC 1 8/5/200904:02 PM Sum: 2-Fluorophenol 66.9 50.111 %REC 1 8/5/200904:02 PM Sum: 4-Terphenyl-d 14 82.7 58-135 %REC 1 8/5/200904:02 PM Sum: Nitrobenzene -d5 63.9 54115 %REC 1 8/5/200904:02 PM Sum: Phenol -d5 68.9 58-112 %REC 1 8/5/2009 04:02 PM QuanBe": B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S SpikelSurrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out lid, aneed Tctilurologgr Laborrfories 3275 Watnur Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 11 of 68 Anahses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 8015B RunlD GC6_090804A CC Batch. 109VWO 134 PrepDate: T/R Hydrocarbons: C4 -C12 ND 0.20 mg/L Suu Bromotluarobenzene(FID) 90.4 71-130 %REC Analyst: BD 8/4/2009 05:58 PM 8/4/2009 05:58 PM B Analyte detected m the associated Method Blank E Value above quanuution range H Holding times for preparation or analysis exceeded ND Not Detected at the Repmung Limit S SpikvSutrogate outside of limits due to matrix interfe a Results arc wet unless otherwise specified DO Surrogate Diluted Out a/ .Idranced Terhad9ogt 1 14 Laboratories 9175 Wahenr Avernte, Sigurd Hill, CA 90755 Tel: 562. '989.4045 Far: 561.989.4040 12 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 1I -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B7 -GW Lab order. 106685 Collection Date: 8/3/2009 10:55:00 AM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ID: 106685-W5A Anahses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 8015B RunlD GC6_090804A CC Batch. 109VWO 134 PrepDate: T/R Hydrocarbons: C4 -C12 ND 0.20 mg/L Suu Bromotluarobenzene(FID) 90.4 71-130 %REC Analyst: BD 8/4/2009 05:58 PM 8/4/2009 05:58 PM B Analyte detected m the associated Method Blank E Value above quanuution range H Holding times for preparation or analysis exceeded ND Not Detected at the Repmung Limit S SpikvSutrogate outside of limits due to matrix interfe a Results arc wet unless otherwise specified DO Surrogate Diluted Out a/ .Idranced Terhad9ogt 1 14 Laboratories 9175 Wahenr Avernte, Sigurd Hill, CA 90755 Tel: 562. '989.4045 Far: 561.989.4040 12 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Pont Date: /1 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B7 -GW Lab Order. 106685 Collection Date: 8/3/2009 10:55:00 AM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ED: 106685-005B Analyses Result PQL Quid Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C EPA 8015B(M) RunID: GC16_090806F QC Batch. 57067 PrepDate: T/R Hydrocarbons: C8 -C10 NO 0.20 mg/L 1 T/R Hydrocarbons: C10 -C18 NO 0.20 mglL 1 T/R Hydrocarbons: C18 -C28 NO 0.20 mgll 1 T/R Hydrocarbons: C28 -C38 NO 0.20 mg/L 1 T/R Hydrocarbons: C36 -C40 NO 0.20 mg/L i T/R Hydrocarbons: C8 -C40 Total NO 0.20 mg/L 1 Sun: p•Terphenyl 80.2 35-131 %REC 1 8!4/2009 Analyst: CBR 8/612009 06:49 PM 8/6/2009 06:49 PM 8/6/2009 06:49 PM 8/6/2009 06:49 PM 816/2009 06:49 PM 8/6/2009 06:49 PM 8/6/2009 06:49 PM Quidflen: 8 Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis acceded NO Not Detected at the Reporting Limit S SpdedSurrogate outside of limits due to matrix interference ResulLx am wet unless otherwise specified DO Surrogate Dduted Out �/ .Ir/rmrerr/Tre/nm/nit = I abornmriev 3175 fValnnf Avenue, Signal !till, CA 90755 Tel: 561. 989.4045 Fa r. 561.989.4040 13 of 68 Advanced TechnologyLaboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B7 -GW Lab Order: 106685 Collection Date: 8/3/2009 10:55:00 AM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ID: 106685-005C Analyses Result PQL Qaal Units DF Date Analyzed PCBS BY GC/ECD RunlD: G04 090807A Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Arodor 1262 Arodor 1268 Surf: Decachlorobiphenyl Sun: Tetrachloro-m-xylene EPA 3510C EPA 8082 QC Batch: 57126 PrepDate: ND 0.50 pg/L 1 ND 1.0 pg/L 1 ND 0.50 pg1L 1 ND 0.50 pg/L 1 ND 0.50 pg/L 1 ND 0.50 pg/L 1 ND 0.50 pg/L 1 ND 0.50 pg/L 1 ND 0.50 pg/L 1 81.7 29.130 %REC 1 92.2 48.126 %REC 1 8/6/2009 Analyst: BB 8/7/2009 11:30 AM 8!7/2009 11:30 AM 8!7/2009 11:30 AM 8/7/200911:30 AM 8/7/2009 11:30 AM 8/7/2009 11:30 AM 8/7/2009 11:30 AM 8/7/2009 11:30 AM 8/7/2009 11:30 AM 8/7/2009 11:30 AM 8/712009 11:30 AM Qualifiers: 8 Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out �/ .ldrnnmaced d lee/mnlngr 1 t lor/rs 3175 Frumul Avenue, Signal Hill, CA 9075,5 Tel: 561. 939.4045 Fax: 561.989.4040 14 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLEENT: Leighton Consulting, Inc. Client Sample ID: 1317-2 Lab Order: 106685 Collection Date: 8/3/2009 10:33:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-006A 10 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunID: GC16 090806C OC Batch. 57087 T/R Hydrocarbons: C8 -C10 T/R Hydrocarbons: C10 -C18 T/R Hydrocarbons: C1 B -C28 T/R Hydrocarbons: C28 -C36 T1R Hydrocarbons: C36 -C40 T/R Hydrocarbons: CB -C40 Total Sum: p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION EPA 8015B(M) PrepDate. ND 10 mg/Kg 1 ND 10 mg/Kg 1 NO 10 mg/Kg 1 NO 10 mg/Kg 1 NO 10 mg/Kg 1 ND 10 mg/Kg 1 927 57-144 %REC 1 RunlD: GC2 0908049 OC Batch: E09VS246 T/R Hydrocarbons: C4 -C72 ND Sum: BromoBuorobenzene (FID) 97.3 PCBS BY GC/ECD EPA 35506 EPA 80158 PrepDate: 10 mg/Kg 59-145 %REC EPA 8082 RunID: GC5_0908068 OC Batch: 57129 PrepDate: Aroclor 1016 NO 16 pglKg 1 ArorJor 1221 NO 33 pglKg 1 Aroclor 1232 NO 16 pg/Kg 1 Amcor 1242 NO 16 pg/Kg 1 Arodor 1248 NO 16 pg/Kg 1 Arodor 1254 360 33 pg/Kg 2 Aroclor 1260 NO 16 pg/Kg 1 Aroclor 1262 ND 16 pg/Kg 1 Aroclor 1268 NO 16 pglKg 1 Sure Decachlorobiphenyl 95 9 30.124 %REC 1 Sum. Decachlorobiphenyl 102 30.124 %REC 2 Sum: Tetrachloro-m-xylene 97.3 40.118 %REC 1 Sum. Tetrdchloro-m-xylene 89.6 40-118 %REC 2 VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 8260B RunID: MS4_090805A OC Batch: K09V5145 PrepDate: 1,1,1,2 -Tetrachloroethane NO 50 pg/Kg 1 1,1,1 -Trichloroethane NO 5.0 pg/Kg 1 Qualifiers - B Amite detected in the associated Method Blank H Holding times for prepamiion or analysis exceeded S SprkcSurrogate outside of limits due to mabix interference DO Surrogate Diluted Out 8/5/2009 Analyst: CBR 8/6/2009 03:43 PM 8/6/2009 03:43 PM 8/6/2009 03:43 PM 816/2009 03:43 PM 8/6/2009 03:43 PM 8162009 03:43 PM 8/6/2009 03:43 PM Analyst: KHN 8/4/2009 10:09 PM 8/4/2009 10:09 PM 8/62009 Analyst: BB 8172009 01:11 AM 8!72009 01:11 AM 8/71200901:11 AM Bf712009 01:11 AM 8!72009 01:11 AM 87712009 07:38 AM 8/72009 01:11 AM 877/2009 01:11 AM 8172009 01:11 AM 8171200901:11 AM &712009 07:38 AM 8 7/2009 01:11 AM 8f7/2009 07:38 AM Analyst: HH 8/5/2009 12'17 PM 8/5/2009 12.17 PM E Valueabovequolitationrange ND Not Detected at the Reposing Limit Results are wet unless otherwisc specified 'C/ Ads ds anted Treh nrls; r aN Lahnrr7nrira 3275 Walnut Anenne, Signal Hill, CA 90755 Tel: 56?. 989.4045 Fax: 562.989.4040 15 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B7-2 Lab Order. 106685 Collection Date: 8/32009 10:33:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-006A Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82608 RunID: MS4 090805A OC Batch: K09VS145 PrepDate: Analyst: HH 1,1,2,2 -Tetrachloroethane NO 5.0 pg/Kg 1 815/200912:17 PM 1,1,2 -Trichloroethane NO 5.0 p9/K9 1 615/200912:17 PM 1,1-0ichloroelhane ND 5.0 pg/Kg 1 8/5/200912:17 PM 1,1-Dichloroethene ND 5.0 pg/Kg 1 815/200912:17 PM 1,1-Dichloropropene ND 5.0 pg/Kg 1 8/5200912:17 PM 1,2,3-Trichlorobenzene ND 5.0 pg/Kg 1 8/5200912:17 PM 1,2,3-Trichloropropane ND 5.0 pg/Kg 1 8/5200912:17PM 1,2,4-Trichlorobenzene ND 5.0 pg/Kg 1 8/5/200912:17 PM 1,2,4-Trimelhylbenzene ND 5.0 pg/Kg 1 8/5/200912:17 PM 1,2-Dibromo-3-chloropropane ND 10 pg/Kg 1 8/5200912:17 PM 1,2-Dibromoethane ND 5.0 pg/Kg 1 8/5200912:17 PM 1,2 -Dichlorobenzene NO 5.0 pg/Kg 1 8152009 12:17 PM 1,2-Dichlomethane ND 5.0 pg/Kg 1 815200912:17 PM 1,2-Dichloropropane NO 5.0 pg/Kg 1 8/5/200912A7 PM 1,3,5-Trimethylbenzene NO 5.0 pg/Kg 1 8/5/200912:17 PM 1,3 -Dichlorobenzene NO 5.0 pg/Kg 1 815/200912:17 PM 1,3.Dichlompropane NO 5.0 p9/Kg 1 81512009 12:17 PM 1,4 -Dichlorobenzene NO 5.0 pg/Kg 1 815/2009 12:17 PM 2,2-Dichloropropane NO 5.0 pg/Kg 1 8/5/2009 12:17 PM 2-Chbrotoluene NO 5.0 pg/Kg 1 8/5/200912:17 PM 4-Chlomtoluene NO 5.0 pg/Kg 1 8/5/200912:17PM 4-Isopropyltoluene NO 5.0 pg/Kg 1 8/5/200912:17 PM Benzene NO 5.0 pg/Kg 1 815/200912:17PM Bromobemene NO 5.0 pg/Kg 1 8/512DD912:17PM Bromodichloromethane NO 5.0 pg/Kg 1 8/51200912:17PM Bromoform NO 5.0 pg/Kg 1 &5200912:17 PM Bromomethane NO 5.0 pg/Kg 1 815/2009 12:17 PM Carbon tetrachloride NO 5.0 pg/Kg 1 8/51200912:17 PM Chlombenzene NO 5.0 pg/Kg 1 8/52009 12:17 PM Chloroethane NO 5.0 pg/Kg 1 8/5/2009 12:17 PM Chloroform NO 5.0 pg/Kg 1 8/5/2009 12:17 PM Chloromethane NO 5.0 p9/Kg 1 8/5200912:17PM cis-1.2-Dichloroethene NO 5.0 pg/Kg 1 8/5/200912:17 PM cis-1.3-Dichloropropene NO 5.0 pg/Kg 1 8/5200912:17 PM Di -isopropyl ether NO 5.0 pg/Kg 1 8/52009 12:17 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to == interference Results arc wet unless otherwise specified DO Surrogate Diluted Out /1 Id,aneerl Teehno/oAi /= --T'/ 1- .1 1I'alnru .I vome. S4 and 11i11. CA 90755 Tel: 561. 989.4045 Free: 561.989.4040 nrnm�ies Hine I&I.] Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 11 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 137-2 Lab Order: 106685 Collection Date: 8/3/2009 10:33:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-006A Analyses Result PQL Quad Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 8260B RunID: MS4_090805A OC Batch. K09VS145 PrepDate: Analyst: HH Dibromochloromethane NO 5.0 pg/Kg 1 8/5/200912:17PM Dibromomethane NO 5.0 pg/Kg 1 8/5/20091217 PM Dichlorodifluoromethane NO 5.0 pg/Kg 1 8/5/20091217 PM Ethyl Tert-butyl ether NO 5.0 pg/Kg 1 &5/20091217 PM Ethylbenzene NO 5.0 pg/Kg 1 8/5200912:17 PM Hexachlorobutadiene NO 5.0 pg/Kg 1 &5/200912:17 PM Isopropylbenzene NO 5.0 pg/Kg 1 8/5200912:17 PM m.p-Xylene NO 10 pg/Kg 1 8/5/200912:17PM Methylene chloride ND 5.0 pg/Kg 1 8/5/200912:17 PM MTBE NO 5.0 pg/Kg 1 8/5/200912:17 PM n-Butylbenzene ND 5.0 pg/Kg 1 8/5/200912:17 PM n-Propylbenzene ND 5.0 pg/Kg 1 8/5/200912:17 PM Naphthalene NO 5.0 pg/Kg 1 8/5/200912:17 PM o.Xylene NO 5.0 pg/Kg 1 8/5/2009 1217 PM sec-Butylbenzene NO 5.0 pg/Kg 1 8/5/20091217 PM Styrene NO So pg/Kg 1 8/5/20091217 PM Tert-amyl methyl ether NO 5.0 pglKg 1 8/5/20091217 PM Tert-Butanol NO 100 pg/Kg 1 815/200912:17 PM tert-Butylbenzene ND 5.0 pgtKg 1 8/5/200912:17 PM Tetrachloroethene ND 5.0 pg/Kg 1 8/5/200912:17 PM Toluene ND 5.0 pg/Kg 1 8/5/200912:17 PM trans-l.2-Dichloroelhene ND 5.0 pg/Kg 1 815/200912:17 PM Trichloroethene ND 5.0 pg/Kg 1 8/5/2009 12:17 PM Trichlorofluoromethane ND 5.0 pg/Kg 1 8/51200912:17 PM Vinyl chloride NO 5.0 pg/Kg 1 8/5/2009 12:17 PM Surf: 1,2-Dichloroethane-d4 109 70-130 %REC 1 8/5/200912:17 PM Sum: 4-Bromofluorobenzene 98.8 70-130 %REC 1 8/5/2009 12:17 PM Sum: Dibromofluoromelhane 53.7 70-130 s %REC 1 815/200912:17 PM Sum. Toluene -d8 105 70-130 %REC 1 8/51200912:17 PM SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 35508 EPA 8270C RunID: MS 13_090805A OC Batch: 57085 PrepDate: 8/5/2009 Analyst: DMP 1,2,4-Trichlorobenzene NO 330 pg/Kg 1 8/5/200908:38 PM 1.2 -Dichlorobenzene ND 330 pg/Kg 1 8/5/200908:38 PM 1,3-DIrllloroberizerle NO 330 1.109 1 &5!200908:38 PM Qualifwn: B Analyte detected in the associated Method Blank E Value above quantiumon range H Holding tunes fm preparation or analysis exceeded HD Not Detected at the Kcpotting Limit S SpdulSunogate outside of limits due to matrix mtederence Resttaa are wet unless otherwise specified DO Surtogatc Diluted Out .tdranred lddmoloFt laboratories 3275 Walanf Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fa -c: 562.989.4040 17 of 68 Qualiflen: 8 Anulyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S SpBcdSurmgate outside of limits due to matrix mterference Results are wet unless otherwise specified DO Sum Diluted Out . t d raaeed berh rologo Labora/nries 3275 Walnut Avenue, Signal Hill, CA 90755 Tel. 562. 989.4045 Far: 562.989.4040 �� 18 of 68 ANALYTICAL RESULTS Advanced TechnologyLaboratories Print Date: 11 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ED: 1317-2 Lab Orders 106685 Collection Date: 8/3/2009 10:33:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-006A Analcses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunID: MS 13_090805A QC Batch: 57085 PrepDate: 8/5/2009 Analyst: DMP 1,4 -Dichlorobenzene NO 330 pg/Kg 1 8/5/200908:38 PM 2,4,5 -Trichlorophenol ND 330 pg/Kg 1 8/5/2009 08:38 PM 2,4,6 -Trichlorophenol ND 330 pg/Kg 1 8/5/200908:38 PM 2,4-Dichlorophenol ND 1600 pg/Kg 1 8/5/200908:38 PM 2.4 -Dimethylphenol ND 330 pg/Kg 1 8/51200908:38 PM 2.4-Dinitmphenol ND 1600 pg/Kg 1 8/5/200908:38 PM 2,4-Dinitrotoluene ND 330 pgfKg 1 8/5/200908:38 PM 2.6-Dinitrotoluene ND 330 pg/Kg 1 8/5/2009 08:38 PM 2-Chlomnaphlhalene ND 330 pg/Kg 1 8/5/2009 08:38 PM 2 -Chlorophenol ND 330 pg1Kg 1 8/5/200908:38 PM 2 -Methylnaphthalene ND 330 pg/Kg 1 8/5/200908:38 PM 2-Methylphenol ND 330 pg/Kg 1 81WO0908:38 PM 2-Nitroaniline ND 1600 pg/Kg 1 8/5200908:38 PM 2-Nitrophenol ND 330 pg/Kg 1 8/5/200908:38 PM 3,3'-Dichlorobenzidine ND 660 pg/Kg 1 8/5/200908:38 PM 3-Nitroanillne NO 1600 pg/Kg 1 8/5200908:38 PM 4,6-Dinitro-2-methylphenol NO 1600 pg/Kg 1 815200908:38 PM 4-Bromophenyl-phenylether NO 330 pg/Kg 1 8/5200908:38 PM 4-Chloro-3-rnethylphenol NO 660 pg/Kg 1 /5200908:38 PM 4-Chloroaniline ND 660 pg/Kg 1 /5/200908:38 PM 4-Chlorophenyl-phenylether ND 330 pg/Kg 1 8/5/200908:38 PM 4-Methylphenol ND 330 pg/Kg 1 8/5200908:38 PM 4-Nitroanillne ND 1600 pg/Kg 1 /5/200908:38 PM 4-Nilrophenol ND 1600 pg/Kg 1 8/5/200908:38 PM Acenaphthene ND 330 pg/Kg 1 8/5200908:38PM Acenaphthylene ND 330 pglKg 1 815200908:38 PM Anthracene ND 330 pg/Kg 1 8/5200908:38 PM Benzidine(M) NO 1600 pg/Kg 1 8/5200908:38 PM Benzo(a)anthracene NO 330 pg/Kg 1 815/200908:38 PM Benzo(a)pyrene NO 330 pg/Kg 1 8/5/200908:38 PM Benzo(b)fluoranthene NO 330 pg/Kg 1 8/5/200908:38 PM Benzo(g,h,i)perylene ND 330 pg1Kg 1 8/5/200908:38 PM Benzo(k)6uoranthene ND 330 pg/Kg 1 8/5/200908:38 PM Benzoic acid NO 1600 pg/Kg 1 815/2009 08:38 PM Benzyl alcohol NO 660 pg/Kg 1 8/5/2009 08:38 PM Qualiflen: 8 Anulyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S SpBcdSurmgate outside of limits due to matrix mterference Results are wet unless otherwise specified DO Sum Diluted Out . t d raaeed berh rologo Labora/nries 3275 Walnut Avenue, Signal Hill, CA 90755 Tel. 562. 989.4045 Far: 562.989.4040 �� 18 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685 -MA ANALYTICAL RESULTS Print Date: 12 -Aug -09 Client Sample ID: D7-2 Collection Date: 8/3/2009 10:33:00 AM Matrix: SOIL Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS 13090805A Bis(2-chloroeftxy)methane Bis(2-chloroethyl )ether Bis(2-chloroisopropyl )ether Bis(2-elhy1hexyI)phlhala1e Butylbenzylphthalale Chrysene Di-n-butylphthalate Di-nvctylphthalale Dibenz(a,h)anlhracene Dibenzoturan Dielhylphthalate Dimethylphthalate Fluoranthene Fluorene Hexachlorobenzene Hexachlorobutadiene Hexachlomcyclopentadiene Hexachloroelhane Indeno(1.2.3-cd)pyrene Isophorone N-Nilrosod i-n-propylamine N-Nitrosodiphenyla mine Naphthalene Nitrobenzene Pentachlorophenol Phenanthrene Phenol Pyrene Sun: 1,2-Dichlombenzene-d4 Sum: 2, 4.6-Tribromophenol Su.. 2 -Chlorophenol -d4 Sur. 2-Fluombiphenyl Sum 2-Fluorophenol Sum 4-Terphenyl-d 14 Star. Nltrobenzene-d5 OC Batch: 57085 PrepDate: NO 330 p9/K9 / NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 pg/Kg 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 660 p9/K9 1 NO 660 p9/K9 1 NO 330 p9/K9 1 NO 330 pg/K9 1 NO 330 pg/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 330 p9/K9 1 NO 1600 p9/K9 1 NO 330 p9/K9 1 ND 330 p9/K9 1 NO 330 p9/K9 1 67.6 49-103 %REC 1 9.32 47-129 s %REC 1 37.2 54-109 s %REC 1 75.1 59-108 %REC 1 25.8 50-111 s %REC 1 86.7 58-135 %REC 1 71 A 54-115 %REC 1 8/5/2009 Analyst: DMP 8/5/2009 08:38 PM 8/5/2009 08:38 PM 8/5/2009 08:38 PM 8/5/2009 08:38 PM 8/5/2009 08:38 PM 8/5/2009 08:38 PM 8/5/200908:38 PM 8/5/2009 08:38 PM 8/5/200908:38 PM 8/5/2009 08:38 PM 8/5/200908:38 PM 8/5/200908:38 PM 8/5/2009 08:38 PM 8/5/2009 08:38 PM 8/5/2009 08:38 PM 8/5/2009 08:38 PM 815/2009 08:38 PM 815!200908:38 PM 81512009 08:38 PM 8/5/2009 08,38 PM 8/5/2009 08:38 PM 8/5/2009 08:38 PM 815/2009 08:38 PM 8/5/2009 08:38 PM 8/5/2009 08:38 PM 8/512009 08:38 PM 8/5/2009 08:38 PM 8/512009 08:38 PM 8/5/2009 08:38 PM 8/5/2009 08:38 PM 8/512009 08:38 PM 8/5/2009 08:38 PM 815/2009 08:38 PM 815/2009 08:38 PM 8/5/2009 08:38 PM QualiBen: 8 Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation ar analysis exceeded ND Not Detected at Ne Reporting Limit S Spike/Surrogaic outside of limits due to matrix interference Results arc wet unless otherwise specified DO Surrogate Diluted Out a/ . Int mitred Terhoologt ir Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Fax: 562.989.4040 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-006A ANALYTICAL RESULTS Print Date: 11 -Aug -09 Client Sample ID: B7-2 Collection Date: 8/3/2009 10:33:00 AM Matrix: SOIL Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunlD MS 13_090805A OC Batch: 57085 PrepDale: 8/5/2009 Analyst DMP Surr. Phenol -d5 66.1 58-112 %REC 1 8/5/2009 08.38 PM Qpm 8 Analyte detected in the associated Method Blank E Value above quanteaUoo range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Lime S Spike/Surmgate outside of [units due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / Adr anted ]erhrro/at't Will Laboratories 317.5 Walnut Avenue Signnl Hitl, CA 90755 Tel: 561. 989.4045 Far: 561.989.JOJ0 20 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 137-5 Lab Order: 106685 Collection Date: 8/3/2009 10:48:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-007A Anali ses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunID: GC16 D90806C OC Batch. 57087 TIR Hydrocarbons: C8 -C10 T/R Hydrocarbons: C10 -C18 T/R Hydrocarbons: CI8-C28 T/R Hydrocarbons: C28 -C36 T/R Hydrocarbons'. C36 -C40 T/R Hydrocarbons. C&C40 Total Sum- p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION RunID: GC2 090804B T/R Hydrocarbons: C4 -C12 Sum: BromoBuorobenzene(FID) PCBS BY GC/ECD RunID: GC5_090806B Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 Sum: Decachlorobiphenyl Sum: Tetrachloro-m-xylene EPA 801513(M) PrepDale: ND 10 mg/Kg 1 ND 10 mg/Kg 1 21 10 mg/Kg 1 20 10 mg/Kg 1 ND 10 mg/Kg i 41 10 mg/Kg 1 100 57-144 %REC 1 OC Batch. E09VS246 ND 1.0 94.6 59-145 EPA 35508 OC Balch: 57129 EPA 8015B PrepDale: mg/Kg %REC EPA 8082 PrepDale: ND 16 p9IK9 1 ND 33 p91K9 1 ND 16 p9/K9 1 ND 16 p9/K9 1 ND 16 pg/Kg 1 59 16 pg/Kg 1 ND 16 pg/Kg 1 ND 16 pg/Kg 1 ND 16 p9/K9 1 96.2 30-124 %REC 1 103 40-118 %REC 1 8/5/2009 Analyst: CBR 816/2009 04:15 PM 8/6/2009 04:15 PM 8/6/2009 04:15 PM 8/6/2009 04:15 PM 8/6/2009 04:15 PM 81612009 04:15 PM 816/2009 04:15 PM Analyst: KHN 8/4/200910:24 PM 8/4/2009 10:24 PM &8/2009 Analyst: BB Br7/2009 01.41 AM 8/7/2009 01:41 AM &7/2009 01:41 AM 817/2009 01:41 AM 8/7/2009 01:41 AM 817/200901:41 AM 8/71200901:41 AM 8/71200901:41 AM 817/200901 41 AM 8/7/200901:41 AM 8/7/2009 01:41 AM QaaWlen: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding lures for preparation or analysis exceeded ND Na Detected at the Reporting Limit S SpikeSurrogate outside of limits due to matrix intcrfem" Results are wet unless otherwise specified DO surrogate Diluted Out .Idreneed %echnolo„ i Laborrrorirs 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Fac: 562.989.4040 21 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685 -MA ANALYTICAL RESULTS Print Date: /1-Aag49 Client Sample ID: B8 -GW Collection Date: 8/3/2009 11:27:00 AM Matrix: GROUNDWATER Analyses Result PQL Qua] Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION RunlD. GC6_090804A OC Batch. 109VW0134 T/R Hydrocarbons. C4 -C12 ND 0.20 Sum. Bromofluorobenzene(FID) 90.7 71-130 EPA 80158 PrepDale. mglL %REC 1 Analyst: BD 8/4/2009 07:02 PM 8/4/2009 07.02 PM Quaffneas: B Analyte detected m the associated Method Blank E Value above quanumuon range N Holding times for preparation or analysis exceeded ND Not Detected at the Reponing Limit S Spiko5urrogate outside of limits due to matrix interference Results arc wet unless othmvuse specified DO Surrogate Diluted Out ItN -tJraneeJ Trehnn/nit I !.red rechn 9175 Walnut Avenue, Signal Hill, CA 90755 Tel: 561. 939.4045 Far: 561.989.4040 W_ 22 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-009B Analyses PCBS BY GC/ECD RunID: GC4_090807A Arodor 1016 Arodor 1221 Arodar 1232 Arodor 1242 Aroclor 1248 Arodor 1254 Arodor 1260 Arodor 1262 Arodor 1268 Surt: Decachlorobiphenyl Surt: Tetrachloro-m-xylene ANALYTICAL RESULTS Print Date: 12 -Aug -09 Client Sample ID: B8 -GW Collection Date: 8/3/2009 11:27:00 AM Matrix: GROUNDWATER Result PQL Qua[ Units DF Date Analyzed EPA 3510C EPA 8082 OC Batch: 57126 PrepDale: ND 0.50 pg/L 1 ND 1.0 tig/L 1 ND 0.50 pg/L 1 ND 0.50 pg/L 1 ND 0.50 pg/L 1 ND 0.50 pg/L 1 ND 0.50 pg/L 1 ND 0.50 p911- 1 ND 0.50 pg/L 1 84.2 29-130 %REC 1 87.2 48-126 %REC 1 8/612009 Analyst: BB &712009 12:00 PM 80/2009 12:00 PM 8x//200912:00 PM &7/2009 12:00 PM 8r7/2009 12:00 PM Br712009 12:00 PM 8/7/2009 12:00 PM 8/7/2009 12:00 PM &7/2009 12:00 PM 8/7/2009 12:00 PM 8!7/2009 12:00 PM Quem. B Amlyte detected in the associated Method Bleck E Value above quantiution range H Holding times for preparation or analysis exceeded ND Not Detected at the Reposing Lund S SpikdSurrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / LNAdr:mrrd Technning,r 1-aboruiories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 rax: 562.989.4040 23 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B8 -GW Lab Order: 106685 Collection Date: 8/3/2009 11:27:00 AM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ID: 106685-009C Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 8015B(M) EPA 3510C PrepOate: RunID: GC16 090806F OC Batch: 57067 T1R Hydrocarbons: C8 -C10 NO T/R Hydrocarbons: C10 -C18 NO T/R Hydrocarbons: C18 -C28 NO T/R Hydrocarbons: C28 -C36 NO T/R Hydrocarbons: C36 -C40 NO T/R Hydrocarbons: C8 -C40 Total NO Suri p-Terphenyl 74.2 8/4/2009 Analyst: CBR 8/812009 06:58 PM 8/612009 06:58 PM 8/612009 06:56 PM 87612009 06:56 PM 87&2009 06:58 PM 816/2009 06:58 PM 876/2009 06:58 PM Qualifiers: B Analytc detected in the associated Method Blank E Value above quantitation nage H Holding times far preparatm or analysis exceeded ND Not Detected at the Reporting Lunt S Sprke/Sunogate outside of limits due to ruatrix interference Results are wet unless otbawise spmfied DO Surrogate Diluted Out . tdtanrred Teehaologi Laboratories 3275 Walaat Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 24 Of 68 EPA 8015B(M) PrepOate: 0.22 m®1L 1 0.22 "1911- 1 0.22 "1911 1 0.22 ntg1L 1 0.22 nV1 1 0.22 rnWL 1 35.131 %REC 1 8/4/2009 Analyst: CBR 8/812009 06:58 PM 8/612009 06:58 PM 8/612009 06:56 PM 87612009 06:56 PM 87&2009 06:58 PM 816/2009 06:58 PM 876/2009 06:58 PM Qualifiers: B Analytc detected in the associated Method Blank E Value above quantitation nage H Holding times far preparatm or analysis exceeded ND Not Detected at the Reporting Lunt S Sprke/Sunogate outside of limits due to ruatrix interference Results are wet unless otbawise spmfied DO Surrogate Diluted Out . tdtanrred Teehaologi Laboratories 3275 Walaat Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 24 Of 68 Advanced Technology Laboratories ANALYTICAL RESULTS o� Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 138-2 Lab Order: 106685 Collection Date: 8/3/2009 11:20:00 AM Project: SCE Newport, 602497-003 Matrix: SOD. Lab ID: 106685-OIOA Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LOFT EPA 8015B(M) Run10: GC16_090806C OC Batch 57087 PrepDate: 8/5/2009 Analyst: CBR T/RHydrocarbons: C8 -C10 ND 10 mg/Kg 1 8/6/200904:04 PM T/R Hydrocarbons: C10 -CIO ND 10 mg/Kg 1 8/6/200904:04 PM T/RHydrocarbon&C18-C28 ND 10 mg/Kg 1 8/6/200904:04 PM T/R Hydrocarbons: C28 -C36 ND 10 mg/Kg 1 8/6/2009 04:04 PM T/R Hydrocarbons. C36 -C40 ND 10 mg/Kg 1 8/6/200904:04 PM T/R Hydrocarbons: C8 -C40 Total ND 10 mg/Kg 1 8/6/2009 04:04 PM Surf: p-Terphenyl 99.0 57-144 %REC 1 8/6/200904:04 PM HYDROCARBON CHAIN IDENTIFICATION EPA 80156 RunlD'. GC2_090804B OC Batch. F09VS246 PrepDate Analyst: KHN T/R Hydrocarbons: C4C 12 ND 1 0 mg/Kg 1 8/4/200910:38 PM Sun: Bromofluorobemene (FID) 984 59-145 %REC 1 8/4/2009 10:38 PM PCBS BY GC/ECD EPA 3550B EPA 8082 RunlD: GCS_090806B OC Batch: 57129 PrepDate: 8/62009 Analyst: BB AroUor 1016 ND 16 pg/Kg 1 8/7/200902:11 AM Aroclor 1221 ND 33 pg/Kg 1 8f72009 02:11 AM Aroclor 1232 ND 16 pg/Kg 1 8!7/200902:11 AM Aroclor 1242 ND 16 pg/Kg 1 8/7/200902:11 AM Aroclor 1248 ND 16 pg/Kg 1 8/7/200902:11 AM Aroclor 1254 ND 16 pg/Kg 1 8/7/200902:11 AM Aroclor 1260 ND 16 pg/Kg 1 8/7/200902:11 AM Aroclor 1262 ND 16 pg/Kg 1 8/7/200902:11 AM Aroclor 1268 ND 16 pg/Kg 1 8/7/2009 02:11 AM Suff: Decachlorobiphenyl 95.9 30-124 %REC 1 8/7/2009 02:11 AM Sum: ToVachloro-m-xylene 106 40-118 %REC 1 8!7/200902:11 AM Qaagflem: 8 Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference DO Surrogate Diluted Out �r,- :Idraaced At-hna/o;;r ����,\�` /abor+anrks E Value above quantiutron range ND Not Detected at the Reporting Limn Results art wet unless otherwise specified 3275 Walnut Avenne, Signal Hill, CA 90755 Tel: 562. 989.4045 Far: 562.989.4040 25 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-011A ANALYTICAL RESULTS Print Date: 11 -Aug -09 Client Sample ID: B8-5 Collection Date: 8/3/2009 11:24:00 AM Matrix: SOIL Anahses Result PQL Quill Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION TUFT EPA 8015B(M) RunID: GC16 090806C CC Batch. 57087 T/R Hydrocarbons: C8 -C10 T/R Hydrocarbons: C10 -C18 T/R Hydrocarbons: C1 "28 T/R Hydrocarbons: C28 -C36 T/R Hydrocarbons: C36 -C40 T/R Hydrocarbons: Cl Total Sur. p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION RunID: GC2 0908048 T/R Hydrocarbons: C4 -C12 Sun: Bromofluorobenzene(F ID) PCBS BY GC/ECD RunID: GC5 0908088 Arodor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 Sum Decachlorobiphenyl Sum Tetrachlomo- xylene PrepDale: ND 10 mg/Kg 1 ND 10 mg/Kg 1 ND 10 mg/Kg 1 ND 10 m9/K9 1 ND 10 m91K9 1 ND 10 mg/Kg 1 100 57-144 %REG 1 CC Batch. E09VS246 ND 10 94.7 59-145 EPA 35508 CC Batch. 57129 EPA 80158 PrepDale. mg/Kg %REC EPA 8082 PrepDale: ND 16 pq/Kq 1 ND 33 p9/Kq 1 ND 16 pg/Kg 1 ND 16 pg/Kg 1 ND 16 pg/Kg 1 ND 16 p9/K9 1 ND 16 pg/Kg 1 ND 16 p9/K9 1 ND 16 pg/Kg 1 95.3 30-124 %REC 1 58.6 40-118 %REC 1 8/5/2009 Analyst: CBR 8/6/2009 02:39 PM 8/6/2009 02:39 PM 8/6/2009 02:39 PM 8/6/2009 02:39 PM 8/6/2009 02:39 PM 6/6/2009 02:39 PM 8/6/2009 02:39 PM Analyst: KHN 8/4/2009 10:53 PM 8/4/2009 10:53 PM &82009 Analyst: BB 8/7/2009 02:41 AM 8!7/200902:41 AM 8!72009 02:41 AM 8/7/2009 02:41 AM 81712009 02:41 AM 8/7/2009 02:41 AM 8172009 02:41 AM 8172009 02:41 AM 817/200902:41 AM 6172009 02:41 AM 8172009 02:41 AM QualHkn: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the R�7romng I.unit S SpikeiSurrogate outside of limits due to matrix interference Results am wet unless otherwise specified DO Surrogate Diluted Out O&1.tdranred lirhoola 1 Laboratories 9175 Walnut Avenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Far: 561.989.4040 26 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-012A ANALYTICAL RESULTS Print Date: 11 -Aug -09 Client Sample ID: B8 Dup Collection Date: 8/3/2009 11:27:00 AM Matrix: GROUNDWATER Analyses Result PQL Qua] Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 80158 RunlD GC6_090804A OC Batch: 109VW0134 PrepDate: Analyst: BD T/R Hydrocarbons: C4 -C12 NO 0.20 mg/L 1 8/4/2009 05'36 PM Surr. Bromofluorobenzene (FID) 89.1 71-130 %REC 1 8/4/2009 05:36 PM QuaWfen: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding umes for preparation m analysis exceeded ND Not Detected at the Reporting Lunit S Spike'Surrogato outside of lunits due to matrix interference Results an: wet unless othuwrse specified DO Surrogate Diluted Out AiN loborxtorlrs 317S Walnut Avenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Far: 561.989.4050 27 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-012B ANALYTICAL RESULTS Print Date: 12 -Aug -09 Client Sample ID: B8 Dup Collection Date: 8/3/2009 11:27:00 AM Matrix: GROUNDWATER Analyses Result PQL Qual Units DF Date Analyzed PCBS BY GC/ECD EPA 3510C EPA 8082 RunlD: GC4_090807A QC Batch: 57126 PrepDate: 8/62009 Analyst: BB Aroclor 1016 ND 0.50 pg/L 1 8/72009 12:30 PM Aroclor 1221 ND 1.0 pg/L 1 8/7/2009 12:30 PM Aroclor 1232 ND 0.50 pg/L 1 8!7/2009 12:30 PM Aroclor 1242 ND 0.50 pg/L 1 &7/2009 12:30 PM Aroclor 1248 ND 0.50 pg/L 1 8/7/2009 12:30 PM Aroclor 1254 ND 0.50 pg/L 1 8/7/2009 12:30 PM Aroclor 1260 ND 0.50 pg/L 1 &7200912:30 PM Aroclor 1262 ND 0.50 pg/L 1 &72009 12:30 PM Aroclor 1268 ND 0.50 pg/L 1 8!7200912:30 PM Sure Decachlorobiphenyl 82.8 29-130 %REC 1 817200912:30 PM Suff. Tetrachloro-m-xylene 88.5 48-126 %REC 1 8/7200912:30 PM Qualiflen: B Amlyte detected in the associated Method Blank E Value above quantitation tinge H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spi vliuttogate outside of limits due to natnx interference Results arc wet unless otherwise specified DO Surrogate Diluted Out / .ldrnnrer/hn 7iehnn/nAr Lned r 3275 Walnut Avenue, .Signal Hill, CA 90755 Tel: 561. 989.4045 Fru: 561.989.4040 28 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-012C ANALYTICAL RESULTS Print Date: 11 -Aug -09 Client Sample ID: B8 Dup Collection Date: 8/3/2009 11:27:00 AM Matrix: GROUNDWATER Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C EPA 8015B(M) RunID. GC16_090806F OC Batch. 57067 PrepDate: TIR Hydrocarbons: C8 -C10 NO 0.22 mg/L 1 TIR Hydrocarbons: C10 -C18 NO 0.22 mg/L 1 T/R Hydrocarbons: C18 -C28 NO 0.22 mglL 1 TIR Hydrocarbons: C28 -C36 NO 0.22 mg/L 1 TIR Hydrocarbons: C36 -C40 NO 0.22 mg/L 1 TIR Hydrocarbons: C8 -C40 Total NO 0.22 mg/L 1 Sum: p-Terphenyl 71.7 35.131 %REC 1 814/2009 Analyst: CBR 816/2009 07:06 PM 8/6/2009 07:06 PM 8/6/2009 07:06 PM 8/6/2009 07:06 PM 8/612009 07.06 PM 8!6/2009 07:06 PM 8/6/2009 07:06 PM QuWBen: B Analyte detected in the associated Method Blank E Value above quanliution targe H Holding times fm preparation m analysis exceeded NO Not Detected at the Reporting Limit S Spike Sunogate outside of limits due to matrix; interference Results ate wet unkss otherwise specified DO Surmgate Diluted Out &N/ .ldranced T chnologr Oh Lnloratories 3773 Wahtul Avenue, Signal Nip, C4 90755 Tel: 562. 989.4045 Fos: 562.989.4040 29 of 68 Advanced TechnologyLaboratories ANALYTICAL RESULTS iPrint Date: 12 -Aug -09 CLEENT: Leighton Consulting, Inc. Client Sample ED: B10 -GW Lab Order: 106685 Collection Date: 8/3/2009 11:58:00 AM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab 1D: 106685-013A Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION RunID: GC6 090804A OC Batch: 109VW0134 T/R Hydrocarbons- C4 -C12 NO 0.20 Su¢ Bromofluorobenzene (FID) 91.4 71-130 EPA 80158 PrepDate. mg/L a/ REC Analyst: BD 8/4/2009 06.40 PM 8/4/2009 06:40 PM Qualifim: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S SprkdSurrogate outside of limits due to matrix interference Results are we unless otherwise specified DO Surrogate Diluted Out &N/ .tdranred Technal i O Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Fac: 562.989.40.10 Ww 30 of 68 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C RunID: GC16_090806F T/R Hydrocarbons: C8 -C10 T/R Hydrocarbons: C10 -C18 T/R Hydrocarbons: C18 -C28 T/R Hydrocarbons: C28 -C36 T/R Hydrocarbons: C36 -C40 T/R Hydrocarbons. C8 -C40 Total Surr. p-Terphenyl OC Balch: 57067 EPA 8015B(M) PrepDale. ND 0.20 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 12 -A&W -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: Bl0-GW Lab Order: 106685 Collection Date: 8/3/2009 11:58:00 AM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ID: 106685-013B mg/L 1 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C RunID: GC16_090806F T/R Hydrocarbons: C8 -C10 T/R Hydrocarbons: C10 -C18 T/R Hydrocarbons: C18 -C28 T/R Hydrocarbons: C28 -C36 T/R Hydrocarbons: C36 -C40 T/R Hydrocarbons. C8 -C40 Total Surr. p-Terphenyl OC Balch: 57067 EPA 8015B(M) PrepDale. ND 0.20 mg/L 1 ND 0.20 mg/L 1 ND 0.20 mg/L 1 ND 0.20 mg/L 1 ND 0.20 mg/L 1 ND 0.20 mg/L 1 73.0 35-131 %REC 1 8142009 Analyst: CBR 8/6/2009 07:15 PM 8/6/2009 07:15 PM 8162009 07:15 PM 8162009 07:15 PM 8/6/2009 07:15 PM &62009 07:15 PM 8/62009 07:15 PM Qualifiers: B Analyte detected in the associated Metbod Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Lin it S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out d/ .Ildvanced 7edumlogs j t Laboratories 3275 Walitut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fac: 562.989.4040 31 of 68 QuatiBen: B Analyte detected in the associated Mediod Blank F Value above quantitation range H Holding tunes for preparation or analysis exceeded NO Not Ihtected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless othm iw specified DO Surrogate Diluted Out a.idownred 1'"nolen Laboratories 3275 Wahiut.4venue. Signal Hill, L;4 90755 Tel: 562. 989.4045 Frey: 562.989.4040 32 of 68 ANALYTICAL RESULTS Advanced TechnologyLaboratories Print Date: 12-Awg49 CLIENT: Leighton Consulting, Inc. Client Sample ID: BIO -GW Lab Order. 106685 Collection Date: 8/3/2009 11:58:00 AM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ID: 106685-013C Analyses Result PQL Qua[ Units DF Date Analyzed PCBS BY GC,ECD EPA 3510C EPA 8082 RunID: GC4_090807A OC Batch: 57126 PrepDate: 8/6/2009 Analyst: BB Aroclor 1016 NO 0.50 pg/L 1 8!7/2009 01:00 PM Aroclor 1221 NO 1.0 pg/L 1 8/7/2009 01:00 PM Aroclor 1232 NO 0.50 pg/L 1 8/7/2009 01:00 PM Arodor 1242 NO 0.50 p9/L 1 8/7/2009 01:00 PM Arodor 1248 NO 0.50 pg/L 1 8/7/2009 01:00 PM Aroclor 1254 NO 0.50 p9/L 1 8r7/2009 01:00 PM Aroclor 1260 NO 0.50 pg/L 1 8/7/2009 01:00 PM Aroclor 1262 NO 0.50 pg/L 1 8/7/2009 01:00 PM Aroclor 1268 NO 0.50 p9/L 1 8/712009 01:00 PM Sart: Decachlorobiphenyl 80.0 29-130 %REC 1 8,712009 01:00 PM Surf: Tetrachloro-m-xylene 889 48-126 %REC 1 8/7/2009 01:00 PM QuatiBen: B Analyte detected in the associated Mediod Blank F Value above quantitation range H Holding tunes for preparation or analysis exceeded NO Not Ihtected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless othm iw specified DO Surrogate Diluted Out a.idownred 1'"nolen Laboratories 3275 Wahiut.4venue. Signal Hill, L;4 90755 Tel: 562. 989.4045 Frey: 562.989.4040 32 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B10-2 Lab Order. 106685 Collection Date: 8/3/2009 11:53:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL. Lab ID: 106685-014A Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LOFT EPA 8015B(M) RunID: GC16_090806C CC Batch. 57087 PrepDate: 8/52009 Analyst: CBR T/R Hydrocarbons: C8 -C10 NO 10 mg/Kg 1 8/6/2009 02:48 PM T/R Hydrocarbons: Ci0-C18 NO 10 mg/Kg 1 816/200902:48 PM T/R Hydrocarbons: C18 -C28 NO 10 mg/Kg 1 8/61200902:48 PM T/R Hydrocarbons: C28 -C36 NO 10 mg/Kg 1 8/6/2009 02:48 PM TIR Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 8162009 02:48 PM T/R Hydrocarbons: C8 -C40 Total NO 10 mg/Kg 1 816/2009 02:48 PM Sum. p-Terphenyl 83.8 57-144 %REC 1 8/6/2009 02:48 PM HYDROCARBON CHAIN IDENTIFICATION EPA 80158 RunID: GC2_090804B CC Batch E09VS246 PrepDate: Analyst: KHN T1R Hydrocarbons: C4 -C12 NO 10 mg/Kg 1 81412009 11:07 PM Sur. BromoBUOrobenzene(FID) 96.6 59-145 %REC 1 8/4/200911:07 PM PCBS BY GC/ECD EPA 3550B EPA 8082 RunID: GC5_090806B OC Batch_ 57129 PrepDate: 8162009 Analyst: BB Arodor 1016 ND 16 pg/Kg 1 8/7/2009 03:10 AM Aroclor 1221 NO 33 pg/Kg 1 8x712009 03:10 AM Aroclor 1232 NO 16 pg/Kg 1 8x7/2009 03:10 AM Arodor 1242 NO 16 pg/Kg 1 8M2009 03:10 AM Aroclor 1248 NO 16 pg/Kg 1 8/7/2009 03:10 AM Aroclor 1254 280 33 pg/Kg 2 8/7/2009 08:08 AM Arodor 1260 NO 16 pg/Kg 1 8/7/2009 03:10 AM Arodor 1262 NO 16 pg/Kg 1 87/2009 03:10 AM Aroclor 1268 NO 16 pg/Kg 1 8/7/200903: 10 AM Sum: Decachlorobiphenyl 107 30-124 %REC 1 8172009 03:10 AM Sum: Decachlorobiphenyl 103 30-124 %REC 2 817/200908:08 AM Sum. Tetrachloro-m-xylene 113 40-118 %REC 1 8/7/2009 03:10 AM Suri Tetrachloro-m-xylene 103 40-118 %REC 2 8/7/2009 08:08 AM VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 8260B RunlD: MS4_090805A OC Batch: K09VS145 PrepDate: Analyst: HH 1,1.12 -Tetrachloroethane NO 5.0 pg/Kg 1 8/5/200912:48 PM 1,1,1 -Trichloroethane NO 5.0 pg/Kg 1 8/51200912:48PM Qualf le": B Analyte detected in the associated Method Blank E Value above quantiution range H Holding times for preparation or analysis excttvled ND Not Detected ai the Reponing Limit S Spike- Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Su rogate Diluted Out 161/ .ldvaueed Terbnnln,r % Labormoriev 3275 WbinulAvenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fere: 562.939.4040 33 of 68 Advanced TechnologyLaboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab to: 106685-014A ANALYTICAL RESULTS Print Date: 11 -Aug -09 Client Sample ID: 13I0-2 Collection Date: 8/3/2009 11:53:00 AM Matrix: SOIL Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 82608 RunID: MS4_090805A QC Batch. K09VS145 PrepDale: Analyst: HH 1,1,2,2 -Tetrachloroethane NO 5.0 ug/Kg 1 8/5/200912:48 PM 1,1,2 -Trichloroethane NO 5.0 pg/Kg 1 8/5/2009 12:48 PM 1,1-Dichloroethane NO 5.0 pg/Kg 1 8/5/2009 12:48 PM 1,1-Dichloroethene NO 5.0 pg/Kg 1 81512009 12:48 PM 1,14Dichlompropene NO 5.0 pg/Kg 1 81512009 12:48 PM 1,2,3-Tnchlorobenzene NO 5.0 pg/Kg 1 815/2009 12:48 PM 1,2,3-Tnchloropropane NO 5.0 pg/Kg 1 815/2009 12:48 PM 1,2,4-Tnchlorobenzene NO 5.0 pg/Kg 1 8/5/2009 12:48 PM 1,2.4-Trimethylbenzene NO 5.0 pg/Kg 1 8151200912:48 PM 1,2-Dibromo-3-ddompropane NO 10 pg/Kg 1 8/512009 12:48 PM 1,2-Dibromoethane ND 5.0 pg/Kg 1 8/51200912:48 PM 1,2-Dichlombemene NO 5.0 pg/Kg 1 8/5/200912:48 PM 1,2-Dichlomethane NO 5.0 pg/Kg 1 8/51200912:48 PM 1,2-Dichlompropane NO 5.0 pg/Kg 1 8/51200912:48 PM 1,3,5-Trimethylbenzene NO 5.0 pg/Kg 1 8/51200912:48 PM 1,3-Dichlombemene NO 5.0 pg/Kg 1 &51200912:48 PM 1,34)ichlompropane NO 5.0 pg/Kg 1 &51200912:48 PM 1,44)ichlombemene ND 5.0 pg/Kg 1 815/200912:48 PM 2,2-Dichlompropane ND 5.0 pg/Kg 1 8/5200912:48 PM 2-Chlorotoluene ND 5.0 pg/Kg 1 815/200912:48 PM 4-Chlomtoluene ND 5.0 pg/Kg 1 8/5/200912:48 PM 4-Isopmpylloluene ND 5.0 pg/Kg 1 815/2009 12:48 PM Benzene ND 5.0 pg/Kg 1 8/5/2009 12:48 PM Bromobenzene ND 5.0 pg/Kg 1 8/5/200912:48 PM Bromodichlorornethane ND 5.0 pg/Kg 1 8/5/200912:48 PM Bromoform ND 5.0 pg/Kg 1 8/5/200912:48 PM Brornomethane ND 5.0 pg/Kg 1 8/5200912:48 PM Carbon tetrachloride NO 5.0 pg/Kg 1 8/5200912:48 PM Chlombenzene NO 5.0 pg/Kg 1 8/512009 12:48 PM Chloroethane NO 5.0 pg/Kg 1 8/512009 12:48 PM Chloroform NO 5.0 pg/Kg 1 8/5/200912:48 PM Chloromethane NO 5.0 pg/Kg 1 8/5/200912:48 PM cis-1,2-Dichloroethene NO 5.0 pg/Kg 1 8/5/200912:48 PM cis-1.3-Dichloropropene NO 5.0 pg/Kg 1 815/200912:48 PM Di -isopropyl ether NO 5.0 pg/Kg 1 815/200912:48 PM Quidmen: B Analyte detected m the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S SpikUSurrogate outside of limits due to menu interference Results are wet unless otherwise specified DO Surrogate Diluted Out / .ldr nnrrd Trrhnningl W` !.rlwraforire 317,5 IVrrlttl Arentee, Signal Hill, CA 90755 Tel: 562. 989.4045 Far: 561.989.4040 34 of 68 Advanced TechnologyLaboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 13I0-2 Lab Order: 106685 Collection Date: 8/3/2009 11:53:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-014A Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 8260B RunID: MS4_090805A OC Batch: K09VS145 PrepDate: Analyst: HH Dibromochloromethane ND 5.0 pg/Kg 1 8/51200912:48 PM Dibromomethane ND 5.0 pg/Kg 1 8/512009 12:48 PM Dichlorodifluoromethane ND 5.0 pg/Kg 1 815/200912:48 PM Ethyl Tert-butyl ether ND 5.0 pg/Kg 1 8/512009 12:48 PM Ethylbenzene NO 5.0 pg/Kg 1 8/5/2009 12:48 PM Hexachlorobutadiene NO 5.0 pg/Kg 1 8/5/200912:48 PM Isopropylbenzene NO 5.0 pg/Kg 1 8/5/200912:48 PM m,p-Xylene ND 10 pg/Kg 1 8/5/200912:48 PM Methylene chloride ND 5.0 pg/Kg 1 8/5/2009 12:48 PM MTBE NO 5.0 pg/Kg 1 8/512009 12:48 PM n-Butylbenzene NO 5.0 pg/Kg 1 8/5/2009 12:48 PM n-Propylbenzene NO 5.0 pg/Kg 1 8/5/2009 12:48 PM Naphthalene NO 5.0 pglKg 1 8/5/2009 12:48 PM o -Xylene NO 5.0 pg/Kg 1 8/51200912:48 PM sec-Butylbenzene NO 5.0 pg/Kg 1 8/51200912:48 PM Styrene NO 5.0 pg/Kg 1 8/51200912:48 PM Tert-amyl methyl ether NO 5.0 pg/Kg 1 8/512009 12:48 PM Tert-Butanol NO 100 pgtKg 1 8/51200912:48 PM tert-Butylbenzene NO 5.0 pg/Kg 1 8/51200912:48 PM Tetrachloroethene ND 5.0 pg/Kg 1 8/512009 12:48 PM Toluene NO 5.0 pg/Kg 1 8/51200912:48 PM trans-1,2-Dichloroethene ND 5.0 pg/Kg 1 8/5/200912:48 PM Trichloroethene NO 5.0 pg/Kg 1 8/5/200912:48 PM Trichlorofluoromethane NO 5.0 pg/Kg 1 8/5/2009 12:48 PM Vinyl chloride NO 5.0 pg/Kg 1 8/512009 12:48 PM Sur: 1,2-Dichloroethaned4 118 70-130 %REG 1 815/200912:48 PM Sur: 4-Bmmofluorobenzene 102 70-130 %REG 1 8/5/2009 12:48 PM Sur: Dibromofluoromethane 117 70-130 %REC 1 8/5/2009 12:48 PM Sur: Toluene -d8 108 70-130 %REC 1 8/5/2009 12:48 PM SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunID: MS 13_090805A OC Batch: 57085 PrepDate: 8/5/2009 Analyst: DMP 1,2,4-Trichlombenzene ND 330 pg/Kg 1 8/5/200904:30 PM 1,2 -Dichlorobenzene ND 330 pg/Kg 1 8/51200904:30 PM 1.3 -Dichlorobenzene ND 330 pg/Kg 1 815/200904:30 PM Qualifiers: B Analyte detected in the aswciated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surmgate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out Adrnnred 7eehnoingi Al Laboratories 3275 Walnut Avenue, Signal Hill, C4 90755 Tel: 562. 989.4045 Far: 562.989.4040 35 of 68 Qoallillen: B Analyte detected in the associated Method Bleak E Value above quantitation range H Holding time for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike Surrogale outside of limits due in matrix interference Results arc wet unless otherwise specified DO Surrogate Diluted Out la&/ . t do aneed Teehaolagi Lrhorafories X275 IVnlnuf Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Far: 562.989.4040 36 of 68 ANALYTICAL RESULTS Advanced TechnologyLaboratories i Print Date: 11 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 11I0-2 Lab Order: 106685 Collection Date: 8/3/2009 11:53:00 AM Project- SCE Newport, 602497-003 Matrix: SOE. Lab ID: 106685-014A Analyses Result PQL Quill Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS 13_090805A OC Batch. 57085 PrepDate: 8/5/2009 Analyst: DMP 1,4 -Dichlorobenzene NO 330 pg/Kg 1 8/5/200904:30 PM 2,4,5 -Trichlorophenol NO 330 pg/Kg 1 8/5/200904:30 PM 2.4,6 -Trichlorophenol NO 330 pglKg 1 815/200904:30 PM 2.4-Olchlorophenol NO 1600 pg/Kg 1 8/5/200904:30 PM 2.4 -Dimethylphenol NO 330 jig/Kg 1 8/51200904:30 PM 2.4-Dindrophenol NO 1600 pg/Kg 1 815/200904:30 PM 24-Dinitrotoluene NO 330 pg/Kg 1 8/5/200904:30 PM 2,6-Dinitrotoluene NO 330 pg/Kg 1 &5/200904:30 PM 2-Chlomnaphthalene ND 330 pg/Kg 1 8/5/2009 D4:30 PM 2 -Chlorophenol NO 330 pg/Kg 1 8/5/200904:30 PM 2 -Methylnaphthalene NO 330 pg/Kg 1 8/5/200904:30 PM 2-Methylphenol ND 330 pg/Kg 1 815/200904:30 PM 2-Nitroaniline NO 1600 pg/Kg 1 &5/200904:30 PM 2-Nitrophenol NO 330 pg/Kg 1 &5/200904:30 PM 3,T-Dichlorobenzidine NO 660 pg1Kg 1 &5/200904:30 PM 3-Nitroaniline NO 1600 pg/Kg 1 815/2009 D4:30 PM 4,6-Oinitro-2-methylphenol NO 1600 pg/Kg 1 &5/200904:30 PM 4-Bromophenyl-phenylether ND 330 pg/Kg 1 815/2009 D4:30 PM 4-Chloro-3-rnethylphenol NO 660 jig/Kg 1 &5/200904:30 PM 4-Chloroaniline NO 660 pg/Kg 1 &51200904:30 PM 4-Chlorophenyl-phenylether NO 330 pgMg 1 &51200904:30 PM 4-Methylphenol NO 330 pg/Kg 1 815/2009 04:30 PM 4-Nltroaniline NO 1600 pg/Kg 1 &5/200904:30 PM 4-Nitrophenol NO 1600 pg/Kg 1 &5/200904:30 PM Acenaphthene NO 330 pgMg 1 &5/200904:30 PM Acenaphthylene NO 330 pgMg 1 &5/200904:30 PM Anthracene ND 330 pg/Kg 1 &5/200904.30 PM Benzidine(M) ND 1600 pg/Kg 1 &5/200904:30 PM Benzo(a)anthracene NO 330 pgMg 1 &5/200904:30 PM Benzo(a)pyrem NO 330 pgMg 1 &5/200904:30 PM Benzo(b)fluomnthene NO 330 pg/Kg 1 &5/200904:30 PM Benzo(g,h,i)perylene NO 330 jig/Kg 1 &5/200904:30 PM Benzo(k)fluoranthene ND 330 pg/Kg 1 &5/200904:30 PM Benzoic acid NO 1600 pg/Kg 1 &5/200904:30 PM Benzyl alcohol NO 660 pg/Kg 1 81512009 04:30 PM Qoallillen: B Analyte detected in the associated Method Bleak E Value above quantitation range H Holding time for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike Surrogale outside of limits due in matrix interference Results arc wet unless otherwise specified DO Surrogate Diluted Out la&/ . t do aneed Teehaolagi Lrhorafories X275 IVnlnuf Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Far: 562.989.4040 36 of 68 Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS ANALYTICAL RESULTS Advanced Technology oraLabtories Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B10-2 Lab Order: 106685 Collection Date: 8/3/2009 11:53:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-014A Bis(2-chloroethoxy)methane Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS 13_090805A OC Batch: 57085 PrepDate: 8/5/2009 Analyst: DMP Bis(2-chloroethoxy)methane NO 330 pg/Kg 1 815/2009 04:30 PM Bis(2-chloroethyl)ether NO 330 pg/Kg 1 8/5/200904:30 PM Bis(2-chloroisopropyl)ether NO 330 pg/Kg 1 8/5/200904:30 PM 13is(2-ethyIhexyf)phthaIate NO 330 pg/Kg 1 8/5/200904:30 PM Butylbenzylphthalate NO 330 pg/Kg 1 8/5/200904:30 PM Chrysene NO 330 pg/Kg 1 8/5/200904:30 PM Di-n-butylphthalate ND 330 pg/Kg 1 8/5/200904:30 PM Di-n-oclylphthalate ND 330 pg/Kg 1 8/5/200904:30 PM Dibenz(a,h)anthracene ND 330 pg/Kg 1 8/5/2009 04:30 PM Dibenzofuran NO 330 pg/Kg 1 8/5/2009 04:30 PM Diethylphthalale ND 330 pg/Kg 1 8/5/2009 04:30 PM Dimethylphthalate ND 330 pg/Kg 1 8/5/200904:30 PM Fluoranthene ND 330 pg/Kg 1 8/5/200904:30 PM Fluorene NO 330 pg/Kg 1 8/5/200904:30 PM Hexachlorobenzene NO 330 pg/Kg 1 8/5/200904:30 PM Hexachlorobutadiene NO 660 pg/Kg 1 8/5/200904:30 PM Hexachlorocyclopentadiene NO 660 pg/Kg 1 8/5/200904:30 PM Hemchloroethane NO 330 pg7Kg 1 8/5/200904:30 PM Indeno(1,2,3-cd)pyrene ND 330 pg7Kg 1 8/5/200904:30 PM Isophorone ND 330 pg/Kg 1 8/5/200904:30 PM N-Nitrosodi-n-propylamine ND 330 pg/Kg 1 8/5/200904:30 PM N-Nitrosodiphenylemine ND 330 pg/Kg 1 8/5/200904:30 PM Naphthalene ND 330 pg/Kg 1 8/5/200904:30 PM Nitrobenzene ND 330 pg/Kg 1 8/5/200904:30 PM Pentachlorophenol NO 1600 pg/Kg 1 8/5/200904:30 PM Phenanthrene NO 330 pg/Kg 1 815/200904:30 PM Pherwl NO 330 pgMg 1 8/5/200904:30 PM Pyrene NO 330 pg7Kg 1 8/5/2009 04:30 PM Sum 12 -Dichlorobenzene -d4 68.4 49.103 %REC 1 8/5/2009 04:30 PM Sur: 2,4,6-Tribromophenol 83.1 47-129 %REC 1 8/5/200904:30 PM Sun: 2 -Chlorophenol -d4 76.4 54-109 %REC 1 8/5/200904:30 PM Sun: 2-Fluorobiphenyl 75.3 59-108 %REC 1 8/5/2009 04:30 PM Sun: 2-Fluorophenol 75.8 50-111 %REC 1 8/5/2009 04:30 PM Surr.4-Terphenyl-014 89.9 58.135 %REC 1 8/5/200904:30 PM Sur. Nitrobenzene -d5 70.2 54115 %REC 1 8!5/2009 04:30 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / :tdranced rmhuolagr L. 1 Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Far: 561.989.4040 %04 37 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CL1ENf: Leighton Consulting, Inc. Client Sample ID: B10-2 Lab Order: 106685 Collection Date: 8/3/2009 11:53:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL. Lab ID: 106685-014A Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 35508 EPA 8270C RunID: MS13_090805A OC Batch 57085 PrepDate: 8/512009 Analyst: DMP Sum: Phenol -d5 785 58-112 %REC 1 8/5/200904:30 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out �/ Adtnoced Tcdmologi L laboratories 3175 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 38 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-015A ANALYTICAL RESULTS Print Date: 12 -Aug -09 Client Sample ID: 810-6 Collection Date: 8/3/2009 11:56:00 AM Matrix: SOIL Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunID: GC16_090806C OC Batch: 57087 EPA 8082 PrepDate: TIR Hydrocarbons: C8 -C10 ND 10 mg/Kg 1 T/R Hydrocarbons: C 10-C18 ND 10 mg/Kg 1 T/R Hydrocarbons: CI8-C28 NO 10 rnWKg 1 T/R Hydrocarbons: C28 -C36 NO 10 mg/Kg 1 TIR Hydrocarbons: C36 -C40 NO 10 mgtKg 1 TIR Hydrocarbons: C8 -C40 Total ND 10 ng/Kg 1 Sum: p-Terphenyl 93.5 57-144 %REC 1 HYDROCARBON CHAIN IDENTIFICATION 934 30-124 %REC 1 RunID: GC2_090804B T/R Hydrocarbons: C4 -C12 Sun: Bromofluorobenzene (FID) PCBS BY GC/ECD RunIO: GC5_0908068 Arodor 1016 Arodor 1221 Aroclor 1232 Amclor 1242 Amdor 1248 Amdor 1254 Arodor 1260 Amcor 1262 Arocbr 1268 Strr Decachlorobiphenyl Styr: Tetrachlom-m-xylene EPA 8015B OC Batch: E09VS246 ND 1.0 mg/Kg 92.4 59-145 %REC 8/512009 Analyst: CBR 816/2009 02:58 PM 6/6/2009 02:58 PM 8/6/2009 02:58 PM 81612009 02:58 PM 802009 02:58 PM 8x8!2009 02:58 PM Bx1'i/2009 02:58 PM PrepDate. Analyst: KHN 1 8/4/2009 11:22 PM 1 8/4/2009 11:22 PM EPA 35508 EPA 8082 OC Batch 57129 PrepDate: NO 16 pg/Kg 1 NO 33 p9/K9 1 NO 16 p9/K9 1 NO 16 pg/Kg 1 NO 16 p9/K9 1 NO 16 pg/Kg 1 NO 16 p9/K9 1 NO 16 pg/Kg 1 ND 16 pg/Kg 1 934 30-124 %REC 1 102 40-118 %REC 1 8/6/2009 Analyst: BB 8/7/2009 03:40 AM 8/7/2009 03:40 AM 8x7/2009 03:40 AM 8/7/2009 03:40 AM 8/7/2009 03:40 AM 8/7/2009 03:40 AM 8!7/2009 03:40 AM 817/2009 03:40 AM 8/7/2009 03:40 AM &712009 03:40 AM 8/7/2009 03:40 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S SptkeSurrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Strrogate Diluted Out 160. Id, anced lechnologr 41Laboratories 9275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Far: 562.989.4040 39 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-016A ANALYTICAL RESULTS Print Date: 12 -Aug -09 Client Sample ID: B9 -GW Collection Date: 8/3/2009 12:20:00 PM Matrix: GROUNDWATER Analyses Result PQL Qua] Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 80158 RunID: GC6_090804A OC Batch: 109VW0134 PrepDate: Analyst: BD T/R Hydrocarbons: C4 -C12 ND 0.20 mg/L 1 8/4/2009 05:15 PM Sum: Bromofluorobanzene(FID) 91.2 71-130 %REC 1 8/41200905:15 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out .Advanced Technalogr �= --i-- 3275 fValnulAvenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Fax. 562.989.4040 40 of 68 Advanced TechnologyLaboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B9 -GW Lab Order: 106685 Collection Date: 8/3/2009 12:20:00 PM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ID: 106685-016B Analyses Result PQL Qual Units DF Date Analyzed PCBS BY GC/ECD EPA 3510C EPA 8082 RunlD: GC4_090807A OC Balch. 57126 PrepDate: Arodor 1016 NO 0.50 pg/L 1 Arodor 1221 NO 1.0 pg/L 1 Arodor 1232 NO 0.50 pglL 1 Aroclor 1242 NO 0.50 pglL 1 Arodor 1248 NO 0.50 pg1L 1 Aroclor 1254 NO 0.50 pg1L 1 Arodor 1260 NO 0.50 pg/l- 1 Arodor 1262 NO 0.50 pg/L 1 Arodor 1268 NO 0.50 pg/L 1 Sun: Decachlorobiphenyl 79.6 29.130 %REC 1 Sum: Tetrachloro-m-xylene 92.4 48.126 %REC 1 81612009 Analyst: BB 8f7/2009 01:30 PM 8/7/2009 01:30 PM 8/7/2009 01:30 PM 8/7/2009 01:30 PM 8/7/2009 01:30 PM 8/7/2009 01:30 PM 8/7/2009 01:30 PM 8/7/2009 01:30 PM 8/7/2009 01:30 PM 8/7/2009 01:30 PM 8/7/2009 01:30 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out // Ideanced Tcc6nala.t 1 t Ln6orutorirs 3275 Walnut Avenue, Signa/ Hill, CA 90755 Tel. 562. 989.4045 Fax: 562.989.4040 41 of 68 Analyses Result ANALYTICAL RESULTS Advanced TechnologyLaboratories Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B9 -GW Lab Order: 106685 Collection Date: 8/3/2009 12:20:00 PM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ED: 106685-016C RunlD: GC16_090806F Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C EPA 8015B(M) RunlD: GC16_090806F OC Batch: 57067 PrepDale: 8/412009 Analyst: CBR T/R Hydrocarbons: C8 -C10 NO 0.20 mg& 1 8/6/2009 07:24 PM T/R Hydrocarbons: C10 -C18 NO 0.20 mg/L 1 8/6/200907:24 PM T/R Hydrocarbons: C18 -C28 NO 0.20 mg/L 1 8/6/2009 07:24 PM T/R Hydrocarbons: C28 -C36 NO 0.20 mg/L 1 8/6/2009 07:24 PM T/R Hydrocarbons: C36 -C40 ND 0.20 mg/L 1 8/6/2009 07:24 PM T/R Hydrocarbons: C8 -C40 Total ND 0.20 mg/L 1 6/612009 07:24 PM Surr: p-Terphenyl 74.8 35131 %REC 1 8/6/2009 07:24 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out // Advanced TechnoloAr A4 Laborarories 3275 Walnut Avenue, Signa! Hill, CA 90755 Tel: 562. 989.4045 Fax: 561.989.4040 42 of 68 Quanners: B Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference DO Surrogate Diluted Out I`\ Advanced Terboologi Laboratories E Value above quantitation range ND Not Detected at the Reporting Limit Results arc wet unless otherwise specified 3275 Walnut Avenue, Signal Hill, CA 90755 Tel. 562. 989.4045 Far: 562.989.4040 43 of 68 ANALYTICAL RESULTS Advanced TechnologyLaboratories Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B9-2 Lab Order: 106685 Collection Date: 8/3/2009 12:12:00 PM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-017A Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunID: GC16_090806C QC Batch: 57087 PrepDate: 8/5/2009 Analyst: CBR T/R Hydrocarbons: C8 -C10 ND 10 mg/Kg 1 8/6/2009 03:54 PM T/R Hydrocarbons: C10 -C18 ND 10 mg/Kg 1 8/6/200903:54 PM T/R Hydrocarbons: C18 -C28 ND 10 mg/Kg 1 8/6/2009 03:54 PM T/R Hydrocarbons: C28 -C36 ND 10 mg/Kg 1 8/6/2009 03:54 PM T/R Hydrocarbons: C36 -C40 ND 10 mg/Kg 1 816/2009 03:54 PM T/R Hydrocarbons: CS -C40 Total ND 10 mg/Kg 1 8/6/2009 03:54 PM Sun: p-Terphenyl 86.2 57-144 %REC 1 8/6/2009 03:54 PM HYDROCARBON CHAIN IDENTIFICATION EPA 8015B RunID: GC2_090804B QC Batch. E09VS246 PrepDate Analyst: KHN T/R Hydrocarbons: C4 -C12 ND 1.0 mg/Kg 1 8/4/2009 11:37 PM Sun: Bromolluorobenzene (FID) 94.0 59-145 %REC 1 8/412009 11:37 PM PCBS BY GC/ECD EPA 3550B EPA 8082 RunID: GC5_090808B QC Batch. 57129 PrepDate: 8/6/2009 Analyst: BB Aroclor 1016 ND 16 pg/Kg 1 8/7/2009 04:10 AM Aroclor 1221 ND 33 pg/Kg 1 8/712009 04:10 AM Aroclor 1232 ND 16 pg/Kg 1 8/7/2009 04:10 AM Aroclor 1242 ND 16 pg/Kg 1 8/712009 04:10 AM Aroclor 1248 ND 16 pg/Kg 1 8/7/2009 04:10 AM Aroclor 1254 350 33 pg/Kg 2 8/7/2009 08:38 AM Aroclor 1260 ND 16 pg/Kg 1 8/7/2009 04:10 AM Aroclor 1262 ND 16 pg/Kg 1 8!7/2009 04:10 AM Aroclor 1268 ND 16 pg/Kg 1 8/7/2009 04:10 AM Sun: Decachlorobiphenyl 99.9 30-124 %REC 1 8f7/2009 04:10 AM Sun: Decachlorobiphenyl 99.8 30-124 %REC 2 8!7/2009 08:38 AM Sun: Tebrachloro-m-xylene 98.2 40-118 %REC 2 8!7/200908:38 AM Sun: Tetrachloro-m-xylene 108 40-118 %REC 1 8!7/2009 04:10 AM Quanners: B Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference DO Surrogate Diluted Out I`\ Advanced Terboologi Laboratories E Value above quantitation range ND Not Detected at the Reporting Limit Results arc wet unless otherwise specified 3275 Walnut Avenue, Signal Hill, CA 90755 Tel. 562. 989.4045 Far: 562.989.4040 43 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 11 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B9-6 Lab Order: 106685 Collection Date: 8/3/2009 12:17:00 PM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-018A Analcses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION ND 16 p9/K9 1 ND 16 LUFT ND 16 EPA 8015B(M) ND 16 RunID: GC16_090806C OC Batch: 57087 16 PrepDate: ND 8/5/2009 Analyst: CBR T/R Hydrocarbons: C8 -C10 ND 10 mg/Kg 1 8/6/200903:07 PM T/R Hydrocarbons: C10-ClS ND 10 mg/Kg 1 8/6/200903:07 PM T/R Hydrocarbons: C18 -C28 ND 10 mg/Kg 1 8/6/2009 03:07 PM T/R Hydmcarbons: C28 -C36 ND 10 mg/Kg 1 8/6/2009 03:07 PM T/R Hydrocarbons: C36 -C40 ND 10 mg/Kg 1 8/6/2009 03:07 PM T/R Hydrocarbons: C8 -C40 Total ND 10 mg/Kg 1 8/6/2009 03:07 PM Sum: p-Terphenyl 93.6 57-144 %REC 1 8/6/2009 03:07 PM HYDROCARBON CHAIN IDENTIFICATION EPA 801513 RunID: GC2_090804B OC Batch: E09VS246 PrepDate: Analyst: KHN T/R Hydrocarbons: C4 -C12 ND 1.0 mg/Kg 1 8/4!2009 11:51 PM Sum: Bromofluorobemene (FID) 93.5 59-145 %REC 1 8/4/200911:51 PM PCBS BY GC/ECD EPA 35508 EPA 8082 RunlD: GC5 090806B Aroclor 1016 Amcor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 Surf: Decachlorobiphenyl Suff: Tetrachloro-m-xylene OC Batch: 57129 PrepDate: ND 16 p9/K9 1 ND 33 pg/Kg 1 ND 16 p9/K9 1 ND 16 p9/K9 1 ND 16 p9/K9 1 ND 16 p9/K9 1 ND 16 pg/Kg 1 ND 16 pg/Kg 1 ND 16 pg/Kg 1 100 30-124 %REC 1 109 40-118 %REC 1 8/6/2009 Analyst: BB 8/7/2009 04:40 AM 8/7/2009 04:40 AM 8/7/2009 04:40 AM 8/7/2009 04:40 AM 8/7/2009 04:40 AM 8/7/2009 04:40 AM 8/7/2009 04:40 AM 8/7/2009 04:40 AM 8/7/2009 04:40 AM 8/7/2009 04:40 AM 8/7/2009 04:40 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / ad; oared Technologt Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Fax: 561.989.4040 WNW 44 of 68 Advanced TechnologyLaboratories ANALYTICAL RESULTS tiPrint Date: 11 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: BI1-GW Lab Order: 106685 Collection Date: 8/3/2009 12:57:00 PM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ID: 106685-019A Analyses HYDROCARBON CHAIN IDENTIFICATION Result PQL Qual Units DF Date Analyzed RunID: GC6 090804A OC Batch: T/R Hydrocarbons: C4 -C12 Sum: Bromolluorobenzene (FID) EPA 80158 109VW0134 PrepDale: ND 0.20 mg/L 92.5 71-130 %REC Analyst: BD 8/412009 06:19 PM 8/4/2009 06:19 PM Qualifiers: B Analyte defected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / Idraaced 7i?elumlof 3175 Walnut Avenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Fax: 561.989.4040 Laboratories 45 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab to: 106685-019B ANALYTICAL RESULTS Print Date: 11 -Aug -09 Client Sample ID: BI1-GW Collection Date: 8/3/2009 12:57:00 PM Matrix: GROUNDWATER Analyses Result PQL Qua] Units DF Date Analyzed PCBS BY GC/ECD Quatlflers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out 14Adruaced Terlmologr 1014L Laboratories 3175 {Vabral Arenrre, Signal Hill, CA 90755 Tel: 561. 989.4045 Fax: 562.989.4040 46 of 68 EPA 3510C EPA 8082 RunlD: GC4_090807A CC Balch: 57126 PrepDate: 8/612009 Analyst: BB Aroclor 1016 ND 0.50 pg/L 1 8/7/2009 02:00 PM Aroclor 1221 ND 1.0 pg/L 1 8/7/2009 02:00 PM Aroclor 1232 ND 0.50 pg/L 1 8/7/2009 02:00 PM Aroclor 1242 ND 0.50 pg/L 1 8/7/2009 02:00 PM Aroclor 1248 NO 0.50 pg/L 1 8/7/2009 02:00 PM Aroclor 1254 NO 0.50 pg/L 1 8/712009 02:00 PM Aroclor 1260 ND 0.50 pg/L 1 81712009 02:00 PM Aroclor 1262 NO 0.50 pg/L 1 817/2009 02:00 PM Aroclor 1268 NO 0.50 pg/L 1 817/2009 02:00 PM Sum: Decachlorobiphenyl 84.0 29-130 %REC 1 81712009 02:00 PM Sum: Tetrachloro-m-xylene 92.2 48-126 %REC 1 817/2009 02:00 PM Quatlflers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out 14Adruaced Terlmologr 1014L Laboratories 3175 {Vabral Arenrre, Signal Hill, CA 90755 Tel: 561. 989.4045 Fax: 562.989.4040 46 of 68 Analyses Result ANALYTICAL RESULTS Advanced TechnologyLaboratories Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: BI I -GW Lab Order: 106685 Collection Date: 8/3/2009 12:57:00 PM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ED: 106685-019C Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C EPA 8015B(M) RunID: GC16_0908DBF OC Balch: 57067 PrepDate. 8/42009 Analyst: CBR TIR Hydrocarbons: C8 -C10 NO 0.20 mg/L 1 8/6/2009 07:33 PM TIR Hydrocarbons: C10-Cl8 NO 0.20 mg/L 1 8/612009 07:33 PM TIR Hydrocarbons: C18 -C28 NO 0.20 mg/L 1 8/6/2009 07:33 PM TIR Hydrocarbons: C28 -C36 NO 0.20 mg/L 1 8/6/2009 07:33 PM TIR Hydrocarbons: C36 -C40 NO 0.20 mg/L 1 8/6/2009 07:33 PM TIR Hydrocarbons: C8 -C40 Total NO 0.20 mg/L 1 8/6/2009 07:33 PM Surr: p-Terphenyl 77.8 35-131 %REC 1 8/6/2009 07:33 PM Qua00ers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S SpikdSurrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out 1/ .ldtoneed Teehaofti -01 Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 47 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ED: 106685-020A ANALYTICAL RESULTS Print Date: 12 -Aug -09 Client Sample ID: B11-2 Collection Date: 8/3/2009 12:51:00 PM Matrix: SOIL Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunID: GC16 090806C OC Batch: 57087 T/R Hydrocarbons: C8 -C10 T/R Hydrocarbons: C10 -C18 T/R Hydrocarbons: C18 -C28 T/R Hydrocarbons: C28 -C36 T/R Hydrocarbons: C36 -C40 T/R Hydrocarbons: C8 -C40 Total Sur: p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION RunID: GC2 090804B T/R Hydrocarbons: C4 -C12 Sun: Bromofluorobenzene(FID) PCBS BY GC/ECD RunID: GC5_090806B Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 Sun: Decachlorobiphenyl Sun: Tetrachloro-m-xylene PrepDate: ND 10 mg/Kg 1 NO 10 mg/Kg 1 ND 10 mg/Kg 1 ND 10 mg/Kg 1 ND 10 mg/Kg 1 ND 10 mg/Kg 1 96.7 57-144 %REC 1 OC Batch E09VS246 ND 1.0 96.4 59-145 EPA 3550B OC Batch. 57129 EPA 8015B PrepDate: mg/Kg %REC EPA 8082 PrepDate: ND 16 p0/K9 1 ND 33 p9/K9 1 ND 16 ug/Kg i ND 16 ug/Kg 1 ND 16 p9/K9 1 ND 16 y9/K9 1 ND 16 pg/Kg 1 ND 16 pg/K9 1 ND 16 pg/Kg 1 98.0 30-124 %REC 1 108 40-118 %REC 1 815/2009 Analyst: CBR 8/6/2009 03:16 PM 8/8/2009 03:16 PM 8/6/2009 03:16 PM 8/6/2009 03:16 PM 8/6/2009 03:16 PM 8/6/2009 03:16 PM 8/6/2009 03:16 PM Analyst: KHN 8/5/2009 12:06 AM 8/5/200912:06 AM 8/6/2009 Analyst: BB 8/712009 05:10 AM 8!7/2009 05:10 AM 8/7/2009 05:10 AM 8/7/2009 05:10 AM 8!7/2009 05:10 AM 8/7/2009 05:10 AM 8/7/2009 05:10 AM 8/7/2009 05:10 AM 8/7/2009 05:10 AM 8/7/2009 05:10 AM 8/7/2009 05:10 AM Qualiflers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / tdraneed Technologl j Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 561.989.4040 48 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B11-5 Lab Order: 106685 Collection Date: 8/3/2009 12:56:00 PM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-021A Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunID: GC16_090806C QC Batch. 57087 PrepDate: 8/5/2009 Analyst: CBR T/R Hydrocarbons: CS -C10 NO 10 mg/Kg 1 8/6/200903:27 PM T/R Hydrocarbons: C10 -C18 NO 10 mg/Kg 1 816/200903:27 PM T/R Hydrocarbons: C18 -C28 NO 10 mg/Kg 1 8/6/2009 03:27 PM T/R Hydrocarbons: C28 -C36 NO 10 mg/Kg 1 8/6/2009 03:27 PM T/R Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 816/2009 03:27 PM T/R Hydrocarbons: CS -C40 Total NO 10 mg/Kg 1 8/6/2009 03:27 PM Sun: p-Terphenyl 101 57-144 %REC 1 8/6/2009 03:27 PM HYDROCARBON CHAIN IDENTIFICATION EPA 8015B RunID: GC2_090804B OC Batch: E09VS246 PrepDate: Analyst: KHN T/R Hydrocarbons: C4 -C12 NO 1.0 mg/Kg 1 8/5/2009 12:21 AM Sum: Bromofluorobenzene (FID) 92.9 59-145 %REC 1 8/5/2009 12:21 AM PCBS BY GC/ECD EPA 35508 EPA 8082 RunlD: GCS_090806B OC Batch: 57129 PrepDate: 8/6/2009 Analyst: BB Aroclor 1016 NO 16 p9/Kg 1 8/712009 05:39 AM Arodor 1221 ND 33 pg/Kg 1 8/7/200905:39 AM Aroclor 1232 NO 16 pg/Kg 1 8/7/200905:39 AM Aroclor 1242 ND 16 pg/Kg 1 8/7/200905:39 AM Aroclor 1248 NO 16 pg/Kg 1 8/7/200905:39 AM Aroclor 1254 NO 16 pg/Kg 1 8/7/200905:39 AM Arodor 1260 NO 16 pg/Kg 1 8/7/200905:39 AM Aroclor 1262 NO 16 pg/Kg 1 8/7/200905:39 AM Aroclor 1268 NO 16 pg/Kg 1 8/7/200905:39 AM Sum: Decachlorobiphenyl 96.3 30-124 %REC 1 8/7/200905:39 AM Sun: Tetrachloro-m-xylene 106 40-118 %REC 1 8/7/200905:39 AM QuaBfrers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Repormig Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out �/ ,tdraared 72?rhnologi j� Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel. • 562. 989.4045 Fax: 562.989.4040 49 of 68 Advanced Technology Laboratories Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 TestCode: 8082_S ;ample ID: MB -57129 SampType: MBLK TestCode: 0082_S Units: pg/Kg Prep Date: 81612009 RunNo: 111484 ;lien) ID: PBS Batch ID: 57129 TestNo: EPA 8082 EPA 35506 Analysis Date: 81612009 SegNo: 1757122 lnalyte 16 Aroclor 1260 Result PQL SPK value SPK Ref Val %REC Lowl-imil Hight-imil RPD Ref Val %RPD RPDLimit Oval Aroclor 1016 NO 16 Aroclor 1221 NO 33 Aroclor 1232 NO 16 Aroclor 1242 NO 16 Aroclor 1248 NO 16 Aroclor 1254 NO 16 Aroclor 1260 NO 16 Aroclor 1262 NO 16 Aroclor 1268 NO 16 Surr: Decachlorobiphenyl 12.911 16.67 77.5 30 124 Surr. Telrachlom-m-xylene 14.894 16.67 89.3 40 118 Sample ID: LCS-57129 SampType: LCS TestCode: 8082_5 Units: pg/Kg Prep Date: 816/2009 RunNo: 111484 Client ID: LCSS Batch ID: 57129 TestNo: EPA 8082 EPA 35508 Analysis Date: 81612009 SegNo: 1757123 Analyle 124 Surr. Tetrachloro-m-xylene Result PQL SPK value SPK Ref Val %REC LowUmil HighLimit RPD Ref Val %RPD RPDUmil Qual Aroclor 1016 142.917 16 166.7 0 85.7 56 113 Aroclor 1260 157.177 16 166.7 0 94.3 58 111 Surr: Decachlombiphenyl 15.036 16.67 90.2 30 124 Surr. Tetrachloro-m-xylene 17.191 16.67 103 40 118 Sample ID: 106727.005AMS SampType: MS TestCode: 8082_5 Units: pg/Kg Prep Date: 816/2009 RunNo: 111484 Client ID: 77777 Balch ID: 57129 TeslNo: EPA 8082 EPA 35508 Analysis Dale: 81612009 SegNo: 1757124 Analyte 91.3 Result PQL SPK value SPK Ref Val %REC Lowi-imil HighLimit RPD Ref Val %RPD RPDLimit Qual Aroclor 1016 131.355 16 166.7 0 78.8 51 111 Aroclor 1260 152.117 16 166.7 0 91.3 39 123 Surr: Decachlombiphenyl 15.189 Lnlrurattv0ta 3275 11 ah... N•enm•, Signnl Hill, CA 90755 T k 561. 989.4045 Ens: 562.989.4040 16.67 91.1 30 124 Qualifiers: B Analyte detected in the associated Method Blank E Value above quanlilation range NO Not Detected at the Reponing.Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on raw values : Id n+...... l ir0nn/qe r G`; ® Lnlrurattv0ta 3275 11 ah... N•enm•, Signnl Hill, CA 90755 T k 561. 989.4045 Ens: 562.989.4040 50 of 68 H Holding [lines for preparation oranalysis excceded S Spike/Surrogate outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 TestCode: 8082_S Sample ID: 106727.005AMS SampType: MS TestCode: 8082_S Units: pg/Kg Prep Date: 81612009 RunNo: 111484 Client ID: 777777 Batch ID: 57129 TeslNo: EPA 8082 EPA 3550B Analysis Date: 81612009 SegNo: 1757124 Analyte 123 152.1 Result POL SPK value SPK Ref Val %REC LowLimit HighLimil RPD Ref Val %RPD RPDLimil Oual Surr. Tetrachloro-m-xylene 14.991 16.67 89.9 40 118 Sample ID: 106727-005AMSD SampType: MSD TestCode: 8082_S Units: pg/Kg Prep Date: 81612009 RunNo: 111484 Client ID: 777777 Balch ID: 57129 TeslNo: EPA 8082 EPA 35508 Analysis Date: 81612009. SegNo: 1757125 Analyte 123 152.1 Result POL SPK value SPK Ref Val %REC Lowl-imit HighLimil RPD Ref Val %RPD RPDLimil Oual Aroclor 1016 133.900 16 166.7 0 80.3 51 111 131.4 1.92 20 Aroclor 1260 154.630 16 166.7 0 92.8 39 123 152.1 1.64 20 Surr: Decachlorobiphenyl 14.807 16.67 88.8 30 124 0 0 Surr. Teuachloro-m-xylene 15.266 16.67 91.6 40 118 0 0 Qualifiers: B Analyledetecled in theassocialed Method Blank E Value above quantitation range NO Not Detected at the. Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on mw values old .nnrtd 7!.,*,, lgP.r' W� /:u6nnrnrirr 3275114dnur.l renuq Sigmd Hill, Cd 90755 TI. 562. 989.4045 Puv: 561.989.4040 51 of 68 H I lolding times for preparation or analysis exceeded S Spike/Surrogate outside oflimits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCG Nc%vport, 602497-003 Tes[Code: 8082_W iample ID: MB -57126 SampType: MBLK TeslCode: 8082_W Units: pglL Prep Date: 81612009 RunNo: 111503 ;tient ID: PBW Batch ID: 57126 TeslNo: EPA 8082 EPA 3510C Analysis Date: 81`7/2009 SegNo: 1757548 lnalyte Result POL SPK value SPK Ref Val %REC Lowl-imil HighLimit RPD Ref Val %RPD RPDUmil Dual Aroclor 1016 NO 0.50 Aroclor 1221 NO 1.0 Aroclor 1232 NO 0.50 Aroclor 1242 NO 0.50 Aroclor 1248 NO 0.50 Aroclor 1254 NO 0.50 Aroclor 1260 NO 0.50 Aroclor 1262 NO 0.50 Aroclor 1268 NO 0.50 Surr. Decachlorobiphenyl 0.346 0.5000 69.1 29 130 Surr: Telrachloro-m-xylene 0.392 0.5000 78.4 48 126 Sample ID: LCSA-57126 SampType: LCS TeslCode: 8082_W Units: pg1L Prep Date: 81612009 RunNo: 111503 Client 10: LCSW Batch ID: 57126 TestNo: EPA 8082 EPA 3510C Analysis Date: 8/712009 SegNo: 1757549 Analyte 130 Surr: Tetrachloro-m-xylene Result POL SPK value SPK Ref Val %REC LowUrnil HighLimit RPD Ref Val %RPD RPDLimit Oust Aroclor 1016 3.739 0.50 5.000 0 74.8 59 113 Aroclor 1260 3.898 0.50 5.000 0 78.0 60 114 Surr. Decachlorobiphenyl 0.387 0.5000 77.4 29. 130 Surr: Tetrachloro-m-xylene 0.436 0.5000 87.1 48 126 Sample ID: MB-57126MSA SampType: MS TeslCode: 8082_W Units: pglL Prep Date: 81612009 RunNo: 111503 Client ID: 277727 Batch ID: 57126 TeslNo: EPA 8082 EPA 35100 Analysis Date: 81712009 SegNo: 1757550 Analyte Result POL SPK value SPK Ref Val %REC Lowl-imit HighLimit RPD Ref Val %RPD RPDLImit Qual Aroclor 1016 3.738 0.50 5.000 0 74.8 59 113 Aroclor 1260 3.856 0.50 5.000 0 77.1 60 114 Surr: Decachlorobiphenyl 0.382 0.5000 76.4 29 130 Surr: Tetrachloro-m-xylene 0.429 0.5000 85.7 48 126 Qualifiers: B Analyte detected in the associated Method Blank E Value above quamimtion range ND Not Detected at the Reponing Limit R RPD outside accepted recovery limits ® DO Surrogate Diluted Out Calculations are based on raw valets a0rvmrrA'/irhmr/.hr 401VLahnmrnri�-.v 5275 Wahno Aeenue. SigualI ill. CA 90755 Tel: 562. 989.4045 rne: 562.989.4040 52 of 68 FI I lolding times for preparation or analysis exceeded S Spikc/Surrogate outside of limits due to matrix imerference CLIENT: Leighton Consulting, Inc. Work Order: 106685 Project: SCE Newport, 602497-003 ANALYTICAL QC SUMMARY REPORT TestCode: 8082W Sample ID: MB-57126MSDA SampType: MSD TestCode: 8082_W Units. pglL Prep Date: 81612009 RunNo: 111503 Client ID: 777772 Batch ID: 57126 TestNo: EPA 8082 EPA 3510C Analysis Date: 8/712009 SegNo: 1757551 Analyte Result PCL SPK value SPK Ref Val %REC LowLimil HighLimil RPD Ref Val %RPD RPDLimit Dual Aroclor 1016 3.778 0.50 5-000 0 75.6 59 113 3.738 1.06 20 Aroclor 1260 3.901 0.50 5.000 0 78.0 60 114 3.856 1.15 20 Surr: Decachlombiphenyl 0.386 0.5000 77.2 29 130 0 0 Sum: Tetrachloro-m-xylene 0.437 0.5000 87.4 48 126 0 0 Qaaunera: B Analyte detected in the associated Method Blank E Value above quantitation range ND Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on raw values .1di anred 7erdnolggr aMinl.... 3275 lValmrr Arrnae, Signal Hill, CA 90755 Td: SdI. 989.4043 Fair. 562.989.4040 53 of 68 H Holding times for preparation or analysis exceeded S SpikelSumgate outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 TestCode: 8260_S iample ID: K090805LCI SampType: LCS TestCode: 8260_S Units: pg/Kg Prep Date: RunNo: 111443 ;Iienl ID: LCSS Batch ID;. K09VS145 TestNo: EPA 82608 Analysis Dale: 81512009 SegNo: 1756323 \nalyte 130 Chlorobenzene Result PQL SPK value SPK Ref Val %REC LowUmil HighLimit RPD Ref Val %RPD RPDLimit Qual 1,1-Dichloroethene 51.920 5.0 50.00 0 104 70 130 Benzene 99.490 5.0 100.0 0 99.5 70 130 Chlorobenzene 53.930 5.0 50.00 0 108 70 130 MTBE 51.210 5.0 50.00 0 102 70 130 Toluene 101.540 5.0 100.0 0 102 70 130 Trichloroethene 48.900 5.0 50.00 0 97.8 70 130 Sum 1,2-Dichloroelhane-d4 53:840 50.00 108 70 130 Surr: 4-Bmmofluorobenzene 51.610 50.00 103 70 130 Surr: Dibromo0uoromethane 54.170 50.00 108 70 130 Surr: Toluene -d8 53.390 50.00 107 70 130 iample ID: 106685.006AMS SampType: MS TestCode: 8260_S Units: pg/Kg Prep Date: RunNo: 111443 ;tient to: B7.2 Batch ID: K09VS145 TestNo: EPA 82608 Analysis Date: 81512009 SegNo: 1756324 lnalyle 91.5 Result PQL SPK value SPK Ref Val %REC Lowl-imit Highl-imil RPD Ref Val °/ RPD RPOUmil Qual 1,1-Dichloroethene 56.990 5.0 50.00 0 114 70 130 Benzene 91.510 5.0 100.0 0 91.5 70 130 Chlorobenzene 48.190 5.0 50.00 0 96.4 70 130 MTBE 51.730 5.0 50.00 0 103 70 130 Toluene 92.400 5.0 100.0 0 92.4 70. 130 Trichloroethene 80.810 5.0 50.00 0 162 70 130 S Surr: 1,2-Dichloroethane-d4 51.910 50.00 104 70. 130 Surr: 4-Bromofluorobenzene 49.560 50.00 99.1 70 130 Surr: Dibromo8uoromethane 26.130 50.00 52.3 70 130 S Surr: Toluene -d8 51.360 50.00 103 70 130 Sample ID: 106685.006AMSD SampType: MSD TestCode:. 8260_5 Units: pg/Kg Prep Date: RunNo: 111443 Client ID: B7-2 Batch ID: K09VS145 TestNo: EPA 8260B Analysis Date: 81512009 SegNo: 1756325 Analyte ® tdrvrnrvr/'/i•Yhnnlagr Result PQL .SPK value SPK Ref Val %REC Lowl-imit HighLimit RPD Ref Val %RPD RPDLimit Dual Qualifiers: B Analyte detected in the associated Method 13 lank f: Value above quantitation range ND Not Detected at The Iteponing Limit R. RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on raw values ® tdrvrnrvr/'/i•Yhnnlagr �` ® /.nbnratrrrlrtv 1775 Wabuti Areaar, Signal fill, CA 90755 Tel: 562 989.4045 Fax: 562.989.4040 54 of 68 fl Holding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL, QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 TestCode: 8260_S Sample ID: 106685-006AMSD SampType: MSD TestCode: 8260_S Units: pglKg Prep Dale: RunNo: 111443 :lien/ ID: B7.2 Batch ID: K09VS145 TestNo: EPA 8260B Analysis Dale: 81512009 SegNo: 1756325 4nalyte 5.0 Result PQL SPK value SPK Ref Val %REC LowUmit HighLimit RPD Ref Val %RPD RPOLimil Qual 1,1-Dichloroethene 63.950 5.0 50.00 0 128 70 130 56.99 11.5 20 Benzene 95.260 5.0 100.0 0 95.3 70 130 91.51 4.02 20 Chlorobenzene 48.570 5.0 50.00 0 97.1 70 130 48.19 0.785 20 MTBE 49,000 5.0 50.00 0 98.0 70 130 51.73 5.42 20 Toluene 97.560 5.0 100.0 0 97.6 70 130 92.40 5.43 20 Trichloroethene 85.840 5.0 50.00 0 172 70 930 80.81 6.04 20 S Surr: 1;2-Dichloroethane-d4 49.480 50.00 RPD outside accepted recovery limits S Spike/Surmgale outside of limits due to matrix interference 99.0 70 130 Calculations are based on raw values 0 20 Surr: 4-Bromofluorobenzene 50.870 G6, /.a/inn/uric. 127511'irbnu aveuire, 50.00 CA 90755 102 70 130 0 20 Surr: Dibromofluoromethane 22.300 50.00 44.6 70 130 0 20 S Surr: Toluene -d8 53.610 50.00 107 70 130 0 20 Sample ID: K090805MB1 SampType: MBLK TestCode: 8260_S Units: pg/Kg Prep Date: RunNo: 111443 :Tient ID: PBS Batch ID: K09VS145 TestNo: EPA 82608 Analysis Date: 81512009 SegNo: 1756326 4nalyte ND Result PQL SPK value SPK Ref Val %REC LowLimit HighLimit RPD Ref Val °/ RPD RPDLimit Qual 1,1,1,2 -Tetrachloroethane ND 5.0 1,1,1 -Trichloroethane ND 5.0 1,1,2,2 -Tetrachloroethane ND 5.0 1,1,2 -Trichloroethane ND 5.0 1,1-Dichloroelhane ND 5.0 1,1-Dichloroethene. ND 5.0 1,1-Dichloropropene ND 5.0 1,2,3-Trichlorobenzene ND 5.0 1,2,3-Trichlaropropane ND 5.0 1,2,4-Trichlorobenzene ND 5.0 1,2,4-Trimethylbenzene ND 5.0 1,2-Dibromo-3-chlompropane ND 10 1,2-Dibromoethane ND 5.0 1,2 -Dichlorobenzene ND 5.0 1,2-Dichloroelhane NO 5.0 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the. Reporting Limit R RPD outside accepted recovery limits S Spike/Surmgale outside of limits due to matrix interference DO Surrogate Diluted Out Calculations are based on raw values ® .....rTar/.nn/nC �. I rhnrrA .......... G6, /.a/inn/uric. 127511'irbnu aveuire, SiyrirJ /till, CA 90755 Td: 562. 789.4045 Fnr: 561.939.4040 55 of 68 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 TestCode: 8260_S Sample ID: K090805M B1 SampType: MBLK TestCode: 8280_3 Units: pplKg Prep Date: RunNo: 111443 Tient ID: PBS Batch ID: K09VS145 TestNo: EPA 82608 Analysis Date: 8/512009 SegNo1756326 4nalyte NO Result PQL SPK value SPK Ref Val %REC Lowl-imit Hight-imil RPD Ref Val °/ RPD RPDLimit Oual 1,2-Dichloropropane NO 5.0 1,3,5-Trimethylbenzene NO 5.0 1,3 -Dichlorobenzene NO 5.0 1,3-Dichloropropane NO 5.0 1,4 -Dichlorobenzene NO 5.0 2,2-Dichloropropane NO 5.0 2-Chlorotoluene NO 5.0 4-Chlorotoluene NO 5.0 4-Isopropyltoluene NO 5.0 Benzene NO 5.0 Bromobenzene NO 5.0 Bromodichloromethane NO 5.0 Bromoform NO 5.0 Bromomethane NO 5.0 Carbon tetrachloride NO 5.0 Chlorobenzene NO 5.0 Chloroethane NO 5.0 Chloroform NO 5.0 Chloromethane NO 5.0 cis-1,2-Dichloroelhene NO 5.0 cis-1.3•Dichloropropene NO 5.0 Di -isopropyl ether NO 5.0 Dibromochloromethane NO 5.0 Dibromomethane NO 5.0 Dichlorodifluoromethane NO 5.0 Ethyl Ten -butyl ether NO 5.0 Ethylbenzene NO 5.0 Hexachlorobutadiene NO 5.0 Isopropylbenzene NO 5.0 m,p-Xylene NO 10 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range NO Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations arc based on raw values idranrrd %rrhnok,^ /uM.rnrnrir+ 5175 H'almq Avenue. Signal Hill, CA 90755 Tel.. 561. 989.4045 Fur: 562.989.4040 56 of 68 H Holding times for preparation or analysis exceeded S Spike/Sumogate outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. Work Order: 106685 Project: SCE Newport, 602497-003 ANALYTICAL QC SUMMARY REPORT TcstCodc: 8260S Sample ID: K090805MBI SampType: Ill TestCode: 8260_S Units: pg/Kg Prep Date: Runblo: 111443 Client ID: PBS Batch ID: K09VS145 TestNo. EPA 8260B Analysis Date: 815/2009 SegNo: 1756326 Analyte Result POL SPK value SPK Ref Val %REC Lowl-imit Highl-imil RPD Ref Val %RPD RPDLimit Oual Methylene chloride ND 5.0 MTBE NO 5.0 n-Bulylbenzene NO 5.0 n-Propylbenzene NO 5.0 Naphthalene ND 5.0 o -Xylene NO 5.0 sec-Butylbenzene NO 5.0 Styrene NO 5.0 Tert-amyl methyl ether NO 5.0 Tert-Butanol NO 100 Tert-Bulylbenzene NO 5.0 Telrachloroelhene NO 5.0 Toluene NO 5.0 trans-1,2-Dichloroelhene NO 5.0 Trichloroethene NO 5.0 Trichlorofluoromethane NO 5.0 Vinyl chloride NO 5.0 Sum: 1,2-Dichloroethane-d4 54.310 Sum: 4-Bmmofluorobenzene 50.580 Sum: Dibromolluoromelhane 56.260 Sum: Toluene-tl8 53.050 50.00 109 70 130 50.00 101 70 130 50.00 113 70 130 50.00 106 70 130 QoiliBerl B Analyte detected in the associated Method Blank E Value above quantitation range NO Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations arc based on raw values 1 .1d,a..,,l IrM. lqg, /uAnar rin 3275 lial dAvenue. Signal Hill, CA 90755 Tel. 562. 989.4045 Fax: 562.989.4040 57 of 68 H Holding times forpmparation or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 TestCode: 8270_S—FULL Sample ID: MB -57085 SampType: MBLK TestCode: 8270_S_FUL Units: pglKg Prep Date: 81512009 RunNo: 111444 Client ID:. PBS Batch ID: 57085 TestNo: EPA 8270C EPA 3550B Analysis Date: 81512009 SegNo: 1756266 Analyte NO Result PQL SPK value SPK Ref Val %REC LowUmil HighLimit RPD Ref Val %RPD RPDLimit Qual 1,2,4-Trichlorobenzene NO 330 1,2 -Dichlorobenzene NO 330 1,3 -Dichlorobenzene NO 330 1,4 -Dichlorobenzene NO 330 2,4,5 -Trichlorophenol NO 330 2,4,6 -Trichlorophenol NO 330 2,4-Dichlorophenol NO 1600 2,4 -Dimethylphenol NO 330 2,4-Dinitmphenol NO 1600 2,4-Dinilrotoluene NO 330 2,6-Dinilrotoluene NO 330 2-Chloronaphthalene NO 330 2 -Chlorophenol NO 330 2-Melhylnaphthalene NO 330 2-Methylphenol NO 330 2-Nitroaniline NO 1600 2-Nilrophenol NO 330 3,3'-Dichlorobenzidine NO 660 3-Nitroaniline NO 1600 4,6-Dinilro-2-methylphenol NO 1600 4-Bromophenyl-phenylether NO 330 4-Chloro-3-methylphenol NO 660 4-Chloroaniline NO 660 4-Chlorophenyl-phenylether NO 330 4-Methylphenol NO 330 4-Nitroaniline NO 1600 4-Nitrophenol NO 1600 Acenaphthene NO 330 Acenaphthylene NO 330 Anthracene NO 330 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reponing Limit R RPD outside accepted recovery limits S Spike/Surrogate outside of limits due to matrix intert'erence DO Surrogate Diluted Out Calculations are based on raw valuesr/r �® anrrrp4'r'r..... fogr � /.u0nrmnrle+ 3175 It'nlnal Ai•enue, Sigiud Hill, CA 90795 Teh.. 561. 989.4045 Fns: 561.989.4040 58 of 68 CLIENT: Leighton Consulting, Inc. Work Order: 106685 Project: SCE" Newport, 602497-003 ANALYTICAL. QC SUMMARY REPORT TestCode: 8270 S FULL Sample ID: MB -57085 SampType: MBLK TestCode: 8270_S_FUL Units: pglKg Prep Date: 81512009 RunNo: 111444 :lien( 10:PBS Batch ID: 57085 TeslNo: EPA 8270C EPA 3550B NO Analysis Date: 81512009 SegNo: 1756266 4nalyte Result POL SPK value SPK Ref Val %REC LowUmit Hight-imil RPD Ref Val %RPD RPOUnnit Oust Benzidine (M) ND 1600 Benzo(a)anthracene NO 330 Benzo(a)pyrene NO 330 Benzo(b)fluoranlhene NO 330 Benzo(g,h,i)perylene NO 330 Benzo(k)Ouoranthene ND 330 Benzoic. acid NO 1600 Benzyl alcohol ND 660 Bis(2-chloroethoxy)melhane ND 330 Bis(2-chloroelhyl)ether ND 330 Bis(2-chloroisopropyl)ether NO 330 Bis(2-ethylhexyl)phlhalate NO 330 Butylbenzylphlhalate NO 330 Chrysene ND 330 Di-n-butylphthalale NO 330 Di-n-oclylphlhalate ND 330 Dibenz(a,h)anthracene NO 330 Dibenzofuran NO 330 Diethylphihalate NO 330 Dimelhylphlhalate NO 330 Fluoranthene ND 330 Fluorene NO 330 Hexachlorobenzene ND 330 Hexachlorobuladiene NO 660 Hexachlorocyclopentadiene ND 660 Hexachloroethane ND 330 Indeno(1,2,3-cd)pyrene ND 330 Isophorone ND 330 N-Nitrosodi-n-propylamine ND 330 N-Nitrosodiphenylamine ND 330 Qualifiers: 8 Analyte detected in the associated Method Blank E Value above: quantitation range H Holding times for preparation or analysis exceeded NO Not Detected a[ the Reporting Limit R RPD outside accepted recovery limits S SpikelSurrogate outside of limits due to matrix interference DO Surrogate Diluted Out Calculations am based on raw values ® A dvanced'reehnrr/u� r �`' /.nOnrurmfi:r 3275 ll'ainai:n,enue, Signal Hill, ��_ CA 90755 Tee 562. 989.4045 rax: 562.989.4040 59 of 68 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 TestCode: 8270_S—FULL Sample ID: MB -57085 SampType: MBLK TestCode: 8270_S_FUL Units: pg/Kg Prep Date: 81512009 RunNo: 111444 -lienl ID: PBS Batch ID: 57085 TestNo: EPA 8270C EPA 35508 Analysis Date: 81512009 SegNo: 1756266 analyte 86.4 Pentachlorophenol Result PQL SPK value SPK Ref Val %REC LowLimil HighLimil RPD Ref Val %RPD RPOLimil Oual Naphthalene LCS-57085 ND 330 TestCode: 8270_S_FUL Units: pglKg Prep Date: 81512009 RunNo: 111444 �lienl ID: Nilrobenzene Batch ID: ND 330 Analysis Date: 81512009 SegNo: 1756267 analyte 86.4 Pentachlorophenol Result ND 1600 %RPD RPDLimit Dual 330 3330 0 Phenanthrene 72 ND 330 2733.667 330 3330 Phenol 82.1 ND 330 4-Chloro-3-methylphenol 2955.667 660 Pyrene 0 ND 330 125 4-Nilrophenol 2887.000 Surr: 1,2 -Dichlorobenzene -d4 2841.000 0 86.7 3330 85.3 49 103 Surr: 2,4,6-Tribromophenol 3180.333 3330 0 3330 95.5 47 129 Surr: 2 -Chlorophenol -d4 3021.000 330 3330 3330 90.7 54 109 Surr. 2-Fluombiphenyl 2881.000 1600 3330 86.5 59 108 Surr: 2-Fluorophenol 2991.000 2795.000 3330 89.8 50 111 Sunt 4-Terphenyl-dl4 3005.333 Pyrene 3107.333 3330 90.3 58 135 Surr: Nitrobenzene -d5 2887.333 122 3330 86.7 54 115 Surr: Phenol -d5 3085.667 3330 92.7 58 112 Sample ID: LCS-57085 SampType: LCS TestCode: 8270_S_FUL Units: pglKg Prep Date: 81512009 RunNo: 111444 �lienl ID: LCSS Batch ID: 57085 TestNo: EPA 8270C EPA 35508 Analysis Date: 81512009 SegNo: 1756267 analyte 86.4 56 Result PDL SPK value SPK Ref Val %REC LowLimit Highl-imit RPD Ref Val %RPD RPDLimit Dual 1,2.4-Trichlorobenzene 2838.667 330 3330 0 85.2 61 107 1,4 -Dichlorobenzene 2875.667 330 3330 0 86.4 56 100 2,4-Dinitrotoluene 3180.333 330 3330 0 95.5 72 130 2 -Chlorophenol 2733.667 330 3330 0 82.1 64 105 4-Chloro-3-methylphenol 2955.667 660 3330 0 .88.8 74 125 4-Nilrophenol 2887.000 1600 3330 0 86.7 77 137 Acenaphthene 2885.333 330 3330 0 86.6 63 117 N-Nitrosod i -n- propylam ine 3055.667 330 3330 0 91.8 71 121 Pentachlorophenol 2897.667 1600 3330 0 87.0 69 125 Phenol 2795.000 330 3330 0 83.9 67 111 Pyrene 3107.333 330 3330 0 93.3 60 122 Qualifiers: 0 Analyte detected in the associated Method Blank E Value above quantitation range ND Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on mw values ® Id...... 7brhnnln^r WOOL,ho,.unr7r1 32751Vn6mrArrnur; Signal Hill, CA 90755 'ler: 562. 989.4045 Fax: 562.989.4040 60 of 68 H Holding times for preparation. or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC; SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 TestCode: 8270_S—FULL Sample ID: LCS-57085 SampType: LCS TestCode: 8270_S_FUL Units: pg/Kg Prep Dale: 8/512009 RunNo: 111444 Client ID: LCSS Balch ID: 57085 TeslNo: EPA 8270C EPA 3550B Analysis Date: 81512009 SegNo: 1756267 Analyle 2931.333 %REC Lowl-imit HighLimit RPD Ref Val Result PDL SPK value SPK Ref Val %REC LowUraft HighLimit RPD Ref Val °/ RPD RPDLimit Dual Surr: 1,2 -Dichlorobenzene -d4 2793.333 MS 3330 83.9 49 103 Surr: 2,4,6-Tribromophenal 3216:667 TestNo: EPA 8270C EPA 35508 3330 9616 47 129 Surr: 2 -Chlorophenol -d4 2931.333 %REC Lowl-imit HighLimit RPD Ref Val 3330 88.0 54 109 Surr: 2-Fluombiphenyl 2832.000 130 3330 85.0 59 108 Surr. 2-Fluorophenol 2849.667 58 3330 85.6 50 111 Surr: 4-Terphenyl-d14 2954.667 89.5 3330 88.7 58 135 Surr: Nilrobenzene-d5 2759.667 0 3330 82.9 54 115 Surr: Phenol -d5 2931.000 3330 3330 88.0 58 112 Sample ID: 106650-014AMS SampType: MS TestCode: 8270_S_FUL Units: pglKg Prep Dale: 815/2009 RunNo: 111444 Client ID: 722227 Balch ID: 57085 TestNo: EPA 8270C EPA 35508 Analysis Date: 81512009 SegNo: 1756268 Analyte 73.9 Result PDL SPK value SPK Ref Val %REC Lowl-imit HighLimit RPD Ref Val %RPD RPDLimit Dual 1.2,4-Trichlorobenzene 2592.000 330 3330 0 77.8 60 105 1,4 -Dichlorobenzene 2460.000 330 3330 0 73.9 50 99 2,4-Dinitmtoluene 3379:000 330 3330 0 101 70 130 2 -Chlorophenol 2516.333 330 3330 0 75.6 58 107 4-Chloro-3-methylphenol 2980.333 660 3330 0 89.5 72 124 4-Nilrophenol 3025.333 1600 3330 0 90.9 69 139 Acenaphthene 2905.333 330 3330 0 87.2. 59 118 N-Nitrosodi-n-propylamine 2901.000 330 3330 0 87.1 61 125 Pentachlorophenol 3106.667 1600 3330 0 93.3 56 131 Phenol 2657.333 330 3330 0 79.8 60 113 Pyrene 3263.667 330 3330 0 98.0 51 130 Surr: 1,2 -Dichlorobenzene -d4 2413.667 3330 72.5 49 103 Surr: 2,4,6-Tribromophenol 3194.667 3330 95.9 47 129 Surr. 2 -Chlorophenol -d4 2649.000 3330 79.5 54 109 Surr: 2-Fluorobiphenyl 2738.333 3330 82.2 59 108 Surr. 2-Fluomphenol 2593.667 3330 77.9 50 111 Sum: 4-Terphenyl-dl4 3115.000 3330 93.5 58 135 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range It Holding times for preparation or analysis. exceeded NO Not Detected at the Reporting Limit R RPD outside accepted recovery limits S Spike/Sumogate outside of limits due to matrix interference DO Surrogate Diluted Out Calculations are based on raw values ® SII/'lllll'1'r/i iYll/I!/t/� I' W= /.odunrodlx 1175 U:aLrti/Avenue, Signal Hill, CA 90755 Tc1: 561. Y89.4045 Far: 561.939.4040 61 of 68 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 TestCode: 8270_S -FULL Sample ID: 106650-014AMS SampType: MS TestCode: 8270_S_FUL Units: pg/Kg Prep Date: 81512009 RunNo: 111444 Client ID: 777777 Batch ID: 57085 TestNo: EPA 8270C EPA 3550B Analysis Date: 81512009 SegNo: 1756268 Analyte 2391.667 Result PDL SPK value SPK Ref Val %REC Lowt-imit HighLimit RPD Ref Val %RPD RPDLimit dual Sun:. Nilrobenzene-d5 2525.333 3330 75.8 54 115 Surr. Phenol -d5 2743.667 3330 82.4 58 112 Sample ID: 106650-014AMSD SampType: MSD TestCode: 8270_S_FUL Units: pglKg Prep Date: 81512009 RunNo: 111444 Client ID: 727777 Balch ID: 57085 TestNo: EPA 8270C EPA 35508 Analysis Date: 81512009 SegNo: 1756269 Analyte 2391.667 Result PDL SPK value SPK Ref Val %REC Lowl-imil HighLimit RPD Ref Val °/ RPD RPDLimit Dual 1,2,4-Tdchlorobenzene 2521.333 330 3330 0 75.7 60 105 2592 2.76 20 1,4 -Dichlorobenzene 2391.667 330 3330 0 71.8 50 99 2460 2.82 20 2,4-Dinitrololuene 3298.333 330 3330 0 99.0 70 130 3379 2.42 20 2 -Chlorophenol 2446.667 930 3330 0 73.5 58 107 2516 2.81 20 4-Chloro-3-methylphenol 2952.667 660 3330 0 88.7 72 124 2980 0.933 20 4-Nitrophenol 2977.000 1600 3330 0 89.4 69 139 3025 1.61 20 Acenaphthene 2864.000 330 3330 0 86.0 59 118 2905 1.43 20 N-Nitrosooi-n-propylamine 2831.667 330 3330 0 85.0 61 125 2901 2.42 20 Pentachlorophenol 3041.333 1600 3330 0 91.3 56 131 3107 2.13 20 Phenol 2564.000 930 3330 0 77,0 60 113 2657 3.58 20 Pyrene 3215.667 330 3330 0 96.6 51 130 3264 1.48 20 Surr: 1,2 -Dichlorobenzene -d4 2383.333 3330 71.6 49 103 0 0 Surr: 2,4,6-Trihromophenol 3176.667 3330 95.4 47 129 0 0 Surr. 2 -Chlorophenol -d4 2587.667 3330 77.7 54 109 0 0 Surr: 2-Fluombiphenyl 2732.667 3330 82.1 59 108 0 0 Surr: 2-Fluorophenol 2552.333 3330 76.6 50 111 0 0 Sun: 4-7erphenyl-dl4 2997.667 3330 90.0 58 135 0 0 Surr: Nitrobenzene -d5 2658.000 3330 79.8 54 115 0 0 Surr: Phenol -d5 2679.333 3330 80.5 58 112 0 0 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range ND Not Defected at the Reporting Limit R RPD outside accepted recovery limits !, DO Surrogate Diluted Out Calculations are based on mw values .10e:rm ed Terl nnPo:m H. 1lolding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference '.0 l.nGnralnri¢r 3275 11'alnnrAvenae, Sign:J hill, CA 90755 Tch 562. 989.4045 Fnx': 562.989.41140 62 of 68 CLIENT: Leighton Consulting, Inc. Work Order: 106685 Project: SCE Newport, 602497-003 ANALYTICAL QC SUMMARY REPORT TestCode: HCS ATL Sample ID: MB -57087 SampType: MBLK TestCode HC_S_ATL Units: mg/Kg Prep Date: 81512009 RunNo: 111474 ;tient ID: PBS Batch ID: 57087 TeslNo-. EPA 801581M LUFT Analysis Date: 816/2009 Segf4o: 1756826 lnalyte Result POL SPK value SPK Ref Val % REC LowLimit Highl-imit RPD Ref Val %,RPD RPDLImlt Qual TIR Hydrocarbons: C8 -C10 NO 10 TIR Hydrocarbons: C10 -C18 NO 10 TIR Hydrocarbons: C18 -C28 NO 10 TIR Hydrocarbons: C28 -C36 NO 10 TIR Hydrocarbons: C36 -C40 NO 10 TIR Hydrocarbons: C8 -C40 Total ND 10 Sun: p-Terphenyl 79.460 80.00 99.3 57 144 Qaallners: B Analyte detected in the associated Method Blank E Value above quantitation range ND Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogale Diluted Out Calculations are based on mw values 1' . tdrnnrrd 7Prhnn/uFr Lnlrnran r/ra 3375 Walnut A,rnuq Signal Hill, CA 90755 Td: 56L 989.4045 Fax. 562.989.4040 63 of 68 11 Holding times for preparation or analysis exceeded S Spike/Surmgate outside of limits due to matrix inlcrfcratce CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 TestCode: HC_S_VOAC4Cl2 Sample ID: E090804LCS3 SampType: LCS TestCade: HC—S VOAC Units: mg/Kg Prep Date: RunNo: 111447 Client ID: LCSS Batch ID: E09VS246 TestNo: EPA 80158 Analysis Date: 81412009 SegNo: 1756412 Analyte POL SPK value SPK Ref Val %REC Lowl-inat HighLimit RPD Ref Val Result POL SPK value SPK Ref Val %REC Lowl-imil HighLimit RPD Ref Val %RPD RPDLimil Oual T/R Hydrocarbons: C4 -C12 4,210 1.0 5.000 0 84.2 73 120 Surr. BromofTuorobenzene.(FID) 90.520 100.0 90.5 59 145 Sample ID: 106685.002AMS SampType: MS TeslCode: HC_S_VOAC Units: mg/Kg Prep Dale: RunNo: 111447 Client ID: B6.2 Batch ID: E09VS246 TestNo: EPA 8015B Analysis Date: 81412009 SegNo: 1756413 Analyte %REC Lowl-imit HighLimit RPD Ref Val Result POL SPK value SPK Ref Val %REC Lowl-inat HighLimit RPD Ref Val %RPD RPDLimit Oual T/R Hydrocarbons: C4 -C12 4.118 1.0 5.000 0 82.4 39 135 Surr: Bromofluorobenzene (FID) 94.864 100.0 94.9 59 145 Sample ID: 106685-002AMSD SampType: MSD TestCode: HC S_VOAC Units: mg/Kg Prep Date: RunNo: 111447 Client ID: B6-2 Batch ID: E09VS246 TestNo: EPA 80158 Analysis Date: 81412009 SegNo: 1756414 Analyte Result POL SPK value SPK Ref Val %REC Lowl-imit HighLimit RPD Ref Val %RPD RPDLimit oual T/R Hydrocarbons: C4 -C12 4.088 1.0 5.000 0 .81.8 39 135 4.118 0.731 20 Surr: Bromofluorobenzene (FID) 92.606 100.0 92.6 59 145 0 0 Sample ID: E090804MB4 SampType: MBLK TeslCode: HC_S_VOAC Units: mglKg Prep Dale: RunNo: 111447 Client ID: PBS Balch ID: E09VS246 TestNo: EPA 80158 Analysis Date: 81412009 SegNo: 1756415 Analyte lw~/a,pnrmtrrlrr :1 dr:aa•rr/ Trr/wnlol„ r 32751PnImn:trennG Signal l/ill, C1 90755 Result POL SPK value SPK Ref Val %REC Lowl-imit HighLimit RPD Ref Val %RPD RPDLimil oust r/R Hydrocarbons: C4 -C12 ND 1.0 Surr: Bromolluorobenzene (FID) 90.669 100.0 90.7 59 145 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range ND Not Detected at the Reporting Limit R RPD outside accepted recovery limits ® DO Surrogate Diluted Out Calculations arc based on raw values lw~/a,pnrmtrrlrr :1 dr:aa•rr/ Trr/wnlol„ r 32751PnImn:trennG Signal l/ill, C1 90755 TO: S61. 939.4045 Fax: 561.909.4040 64 of 68 11 Holding times for preparation or analysis exceeded S Spike/Surrogate outside oflimits due to matrix interference CLIENT: Leighton consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Ncwpon, 602497-003 TestCode: HC_W_ATL Sample ID: MB -57067 SampType: MBLK TestCode: HC_W_ATL Units: mg1L Prep Date: 81412009 Run No: 111496 Client ID: PBW Batch ID: 57067 TestNo: EPA 80158(M EPA 3510C Analysis Date: 81612009 SegNo: 1757447 Analyte Result POL SPK value SPK Ret Val %REC Lowl-imil Hight-imit RPD Ref Val %RPD RPDLimit Oual TIR Hydrocarbons: C8 -C10 NO 0.20 TIR Hydrocarbons: C10 -C18 NO 0.20 TIR Hydrocarbons: C18 -C28 NO 0.20 TIR Hydrocarbons: C28 -C36 ND 0.20 TIR Hydrocarbons: C36 -C40 NO 0.20 TIR Hydrocarbons: C8 -C40 Total NO 0.20 Surf: p-Terphenyl 0.040 0.08000 50.6 35 131 QuaBnen: B Analyte detorted in the associaled Method Blank E Value above quantitation range NO Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on raw values / Id, aneed Nrhnokr, I ulromrnN,+ 3275 IPalnuf Awnae, Signal Hill, CA 90755 Tel: 562. 989.4045 Far: 562.989.4040 65 of 68 H Holding limes for preparation or analysis exceeded S SpikerSurrogate outside orlimits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 TcstCode: IIC_W_VOAC4C12 Sample 10: 0908041-CS2 SampType: LCS TestCode: HC_W_VOAC Units: mg/L Prep Dale: RunNo: 111429 Client ID: LCSW Balch ID: 109VW0134 TestNo: EPA 80158 Analysis Date: 814/2009 SegNo: 1755962 Analyte SegNo: 1755971 Result PQL SPK value .SPK Ref Val %REC Lowl-imil HighLimit RPD Ref Val °/ RPD RPDLimit Qual T/R Hydrocarbons: C4 -C12 0.815 0.20 1.000 0 81.5 69 125 Sum: Bromoltuorobenzene (FID) 91.838 100.0 91.8 71 130 Sample 10: 090804MBI SampType: MBLK TeslCode: HC_W_VOAC Units: mg/L Prep Date: RunNo: 111429 Client ID: PBW Batch ID: 109VW0134 TestNo: EPA 8015B Analysis Dale: 8/412009 SegNo: 1755963 Analyte SegNo: 1755971 Result PQL SPK value SPK Ref Val %REC Lowl-imit HighLimit RPD Ref Val °/ RPD RPDLimit Dual T/R Hydrocarbons: C4 -C12. ND 0.20 Surr: Bromolluorobenzene (FID) 90.205 100.0 90.2 71 130 Sample to: 106685-001AMS SampType: MS TestCode: HC_W_VOAC Units: mg/L B Prep Date: RunNo: 111429 Client ID: B6 -GW Batch to: 109VW0134 TeslNo: EPA 80158 ® Analysis bate: '81412009 SegNo: 1755971 Analyte %IPW66 Result POL SPK value SPK Ref Val %REC Lowl-imit Highlimil RPD Ref Val % RPD RPDLimit Oual T/R Hydrocarbons: C4 -C12 0.909 0.20 1.000 0 90.9 69 125 Sum: BromoBuorobenzene (FID) 89.181 100.0 89.2 71 130 Sample ID: 106685.001AMSD SampType: MSD TestCode: HC_W_VOAC Units: mg/L B Prep Date: RunNo: 111429 Client to: B6 -GW Batch 10:. 109VW0134 TeslNo: EPA 80158 ® Analysis Dale: 81412009 SegNo: 1755972 Analyte %IPW66 Result PQL SPK value SPK Ref Val %REC Lowl-imit Highlimil RPD Ref Val °/ RPD RPDLimit Dual FIR Hydrocarbons: C4 -C12 Sum: Bromolluorobenzene (FID) 0.912 0.20 1.000 0 91.2 89.026 100.0 89.0 Qualifiers: B Analytedetected in theassocimed.Method Blank E Value above quantitation range NO Not Detected at the Reporting Limit R RPD outside accepted recovery limits ® DO Surrogate Diluted Out Calculations are based on raw values %IPW66 .1 rlr;nrrrr/7rrhnnlogr /.nhnr�/nrlrg 1275 11'nlnrrl ArenrrG Signa/ //ill, CA 90155 Tel563. 939.3045 rax. 563.989:4030 of 68 69 125 0.9090 0.329 20 71 130 A 0 II Holding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference Advanced Technology Laboratories Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 BatchlD: 57087 ;ample to: LCS-57087 SampType: LCS TestCode: 8015_S—DM Units: mglKg Prep Date: 81512009 RunNo: 111474 )lien! to: LCSS Batch ID: 57087 TestNo: EPA 8015B(M LUFT Analysis Date: 81612009 SegNo: 1756809 Inalyte Result PQL SPK value SPK Ref Val %REC Lowl-imit HighLimil RPD Ref Val %RPD RPDLimit Qual DRO 1212.490 10 1000 0 121 81 128 Surr: p-Terphenyl 108.220 80.00 135 57 144 Sample to: 106654-001AMS SampType: MS TestCode: 8015_S—DM Units: mg/Kg Prep Date: 81512009 RunNo: 111474 Client ID: 777772 Batch ID: 57087 TestNo: EPA 8015B(M LUFT Analysis Date: 81612009 SegNo: 1756823 Analyle Result PQL SPK value SPK Ref Val %REC LowUmil HighLimil RPD Ref Val %RPD RPDLimit Qual DRO 18729.500 500 1000 25280 -656 58 145 S Surr: p-Terphenyl 0 80.00 0 57 144 Soo Sample ID: 106654.ODIAMSD SampType: MSD TestCode: 8015_S—DM Units: mg/Kg Prep Date: 81512009 RunNo: 111474 Client ID: 777772 Balch ID: 57087 TestNo: EPA 8015B(M LUFT Analysis Date: 81612009 SegNo: 1756824 Analyte Result POL SPK value SPK Ref Val %REC LowLimil HighLimil RPD Ref Val %RPD RPDLimit Qual DRO 11541.500 500 1000 25280 -1370 58 145 18730 47.5 20 SR Surr: p-Terphenyl 0 80.00 0 57 144 0 0 SDO Qualifiers: B Analyte detected in the associated Method Blank B Value above quantilalion range ND Not Detected at the Reporting Limit It RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are. based on raw values �� l.uharm.riry - 3275 WO...f Aw,,a , Signal !fill, CA 90755 Tek 562. 989.4045 Fmv: 561.939.4040 67 of 68 fl Holding times forprepamtion or analysis exceeded rr 5 Spike/Suogalc outside of limits due to matrix interference Advanced Technology Laboratories Date: 12 -Aug -09 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685' Project: SCE Newport, 602497-003 BatchID: 57067 Sample ID: LCS-57067 SampType: LCS IN TeslCode: 8015_W_OM Units: mglL Prep Date: 81412009 RunNo: 111496 Client ID: LCSW Batch ID: 57067 TeslNo: EPA EPA 3510C Analysis Dale: 81612009 SegNo: 1757437 Analyte Result PQL SPK value SPK Ref Val %REC Lowl-imit Highl-imit RPD Ref Val %RPD RPOLimit Oual DRO 0.917 0.20 1.000 0 91.7 42 118 Surr: p-Terphenyl 0.041 0.08000 50.8 35 131 Sample ID: MB-57067MS SampType: MS TestCode: 8015_W—DM Units: mgiL Prep Dale: 81412009 RunNo: 111496 Client ID: 777.772 Balch ID: 57067 TestNo: EPA 8015B(M EPA 3510C Analysis Date: 81612009 SegNo: 1757438 Analyte Result POL SPK value SPK Ref Val %REC LowUmit Hight-imit RPD Ref Val %RPD RPDLimil Qual DRO 0.866 0.20 1.000 0 86.6 42 116 Surr. p-Terphenyl 0.042 0:08000 53.1 35 131 Sample ID: MB-57067MSD SampType: MSD TeslCode: 8015_W—DM Units: mg1L Prep Date: 81412009 RunNo: 111496 Client ID: 7777.22 Batch ID: 57067 TeslNo: EPA 8015B(M EPA 3510C Analysis Date: 81612009 SegNo: 1757439 Analyte Result PQL SPK value SPK Ref Val %REC Lowi-imil HighLimil RPD Ref Val %RPD RPDLimit Oual DRO 0.887 0.20 1.000 0 88.7 42 118 0.8663 2.39 20 Surr.. p-Terphenyl 0.040 0.08000 50.1 35 131 0 0 Qualifiers: 13 Analyte detected in the associated Method Blank E Value above quantitation range ND Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on raw values 6® :Idy,orrrl YTrOnob"', 21® brmvnr5e< 3275 Wnbutl Aremit, Sienal Hill, CA 90755 7'r1: 562.989.4045 Fax: 562.989.4040 68 of 68 H Holding times for preparation or analysis exceeded S Spike/Surtogate outside of limits due to matrix interference CHAIN OF CUSTODY RECORD Pg I of -3_ ��,. FOR LABORATORY USE ONLY: • Advanced Technology Method of Train spOn Client ❑ / Sample Co Ilion Upon Racolre ® Laboratories P.O.,: 1. CHILLED ?, C.' Y N❑ 4. SEALED Y N ATL ❑ 3275 Walnut AvcnUC Logged y: Data: O o b CAOverN FEDEX ❑ 2.HEADSPACE(VOA) Y❑ NO 5.1OFSPLSMATCHCOC YYJ N❑ Signal Hill. CA 90755 3. CONTAINER INTACT YpNO 6.PRESERVED Y A N ❑ (562) 989-4045 • Fax (562)989-4D40 Other: Chen!: 1• t•> \ (�;r t?� (� r �� Address `% 7%1 C:• •:: r TEL (q )fj ) City Livt•& State ('1 Zip Code°t161c1 FAX:("'M )?S[ rlyL( Attn: ',h`T ah �l)n Project Name: Project N:Sampler. (NiLIONamo) IS 10 i SLS (.----4�n-7OL,L- IV\gt'K iln I' ?:✓<. /Vzw vrf r -vv +,v I�Awn��:) Relir,q�sh•ed by: v...a - `+r r r , Date : y.' , a TheRe I S Z t`, Receiv ew., Oa Tin //77 r. • bblj Tial Rellnqulshadby: m. rmm.) Date: s�3 J1'I Time: /(,!}0 Receivedby: Isppwm..m PAv...1 t�LA TG"•(iG Dale. 3/Yclf Relinquished by: (&,-t Date // Time: 0 Received by: Dale:Y—J(:, er Time:,;,Vo I hereby authorize ATL to perform the work Send Flopon To: Bill To: Special Inspu ions/Comments: indicated below: Project Mgr/Submilter. Aum. Attn: �c:.�• `.`il� 3j(or �'`�7 rT�-lbC1 �•�%)4 c;L%U t..rk Li".t�'-.', 7'i L"i Cc: Co: h i t.J,S-��L� (.,va 4VYY(� T� I�CnZktk� ��,JYi Atldre55 i1 F,a, r{ Address C;i�•'✓.rL.� .,, pom Pre, Nzm i V J Cit Stale—Zip Ciry Sloto_Zip_ 5' nowrn Samole/Records-Archival&Disoosol Circle or Add SPECIFY APPROPRLATE A/OC RTNE ❑ Unless otherwise requested by client, all samples will be disposed 45 days alter a'Zysis(os) MATRIX z receipt and records will be disposed 1 year after submittal of final repos. Requested �� l O CT ❑ Storage Fees (applies when storage is requested):` , u F • Sample : 52.00 / sample / me (after 45 days) " m , V• ? 4 > SWI1C6 ❑ • Records: $1.00 / ATL workorder / mo (after l year) 3a ? `: $e tiWQ ` m` �� �� a' ¢4 e° J o gP Conlairal m rn Logwde I LAB USE ONLY: Sample Description P P OTHER— T Batch A: d' 2 @ t :' @ m fi Oe J= ti"' " o c Qo P '� 'm y° `� to a. S M Lab No. Sample I.D. / Location Date Time �� /r' TAT t! T e .� .� e� .8 04 54 �` a h 3 0 3 YP REMARKS •uCG S1 " / "' I,_ -vim, 3 i% X X 4104 h (_ �, e i< IMZ 13L Z 6-3 1147 _ L —f— —ter — OV 3� 7 Lf 55 r—t�r—I— -7 -&J i3 _ )tiL5 _ vin - XX ;telav,�l,r:r �,c, •ys�,;c to WT- --37) cS -�— -- ag 1T }TZL.b • TAT scans a a.m. following day it TAT: A- - Overnight 5 24 hr B Emergency Next workday C_ - Critical 2 Workda s D_ - Urgent 3 Workdays E= Routine 7 Workda s Preservatives: H=Hc1 N=HNO, S=HSO. C=4'C samples received after 3 p.m. Z=Zn(AC), O=NaOH T=Na,S.O, ContainerT pas: T=Tube V=VOA L=Liter P=Pint J=Jar B=Tedlar• G=Glass P=Plastic M=Metal DISTRIBUTION: While with repos. Yellow to folder. Pink to submitter. CHAIN OF CUSTODY RECORD Pg -1 DISTRIBUTION: White with report, Yellow to folder. Pink to submitter. Ft FOR LABORATORY USE ONLY: •- WJL', Advanced Technology 1 Method of Transport Client Sample Condition Upon Receipt t Laboratories O.a: - P. _ _ ATL 1. CHILLED VJd N❑ 4. SEALED V ❑ 3275 Walnut Avenue CA OverN ❑ �� 2. HEADSPACE(Il Y❑ NO 5.e0FSPLSMATCH000 Y(d-N❑ Signal Hill. CA 90755 Logged By: Dale: FEDEX ❑ (562) 989AD45 • Fax (562) 989-4040 Other: 3. CONTAINER INTACT Y150 N ❑ 6. PRESERVED Y ❑ N ❑ Client: L <: yi.v,x C�.,.,,,I }. . 5 mess %\ Coact-. TEL• (GNrl ) 2 y; - W 2 I CRY f i ri'. < stale C Zip Code C06 f t Frot:( AlfC,) Z S r l / I �-t Attn: jV�@;'e i tti Ckw h Project Name: 5L 1, �+Q✓ "'� Protect a: 6c1 Z yct%do L Sampler. - s r'Vl60, ✓ : • ,.r � y1� Reli.quwl�}dvy s ',�,' i0 ri c r c "til.✓r-✓ Dale:'.)) c• Time: f5 r Received 'i 1 te: Time' Relinyuisn ea, Dale:> i ycl T 4Le ) CJ Receive by: lsq.0 Da Time �V Relinquished by: Dale- Time:.0p Received by:lsryv,u,•/ar'w/•arrm•l Da 7 Tone ti hereby authorize ATL to perform the work end Repon To: Bill To: Special Instruct ns/comments: indicated below: Alin S zt TZ r, S Attn: 7zA�" j•1 C) Z )�, (.• (.. �, -' i iy Z�L' �j Y't✓L-b `t Project Mgr r. 7�-7i' N y � � S Address t � Address R`'': L PtM Name Dau rn" 1x1• T city state Zi city state— Dane Zip-Sample/Records - Archival & Disposal Circle or Add SPECIFY APPROPRIATE QA/QC RTHE C] Unless otherwise requested by client, all samples will be disposed 45 days after Analysu(es)>}h MATRIX Z receipt and records will be disposed 1 year after submittal of final report. Requested g� �. O NT ❑ Storage Fees (applies when storage is requested): ,,PP ti ,Lv o`P Q • Sample :$2.001 sample / mo (after 45 days) v 1 > gWROg 01 • Records: $1.00 / ATL workorder / mo (after 1 year) a i'v a� +^ 3� ? a r Comainer(s) ' dg & �� �� 0 Q �I v w y W a 11.09cods _ LAB USE ONLY:. Batch M Sample Description OTHER E PA Lab No. Sample I.D. / Location Date Time 3v�b4p TAT k Type oo'P e'� & & 8 ,� REMARKS Log PT- " 3� -cam ',,z, >< w A-1, x ,_ • b ; — ��-Z Fh•� ,Ito A X X � 1 1; er 5 4 3 hi•t A v1y �3� , n �•Z 1 Y X �� 4 �n r Is?� � � � G -dt•,1 X : K X o� ; �, aaa c� +ts r^P � _ ml nt�-Z _ r,- 6 ?� Ju x 3 tSs '1 _ lue 1212 ;- - )< X A A 41 qI X x x K I C -. S v:'v' e1 o • TAT starts 8 a.m. following day if TAT: A= Overnight LLg4 hr B mergency Nexl workda C= Critical 2 Workda s D= Urgent 3 orkda s E_ ' Routine 7 Work s Preservatives: H=Hcl N=HNO, S=WSO, C=4'C samples received atter 3 p.m. Z=Zn(AC), O=NaOH T=Na=S.O, Container Types: T=Tube V=VOA L=Llter P=Pint J=Jar B=Tedlar ; G=Glass P=Plastic M=Metal DISTRIBUTION: White with report, Yellow to folder. Pink to submitter. Ft CHAIN OF CUSTODY RECORD P9 j of / ^' Advanced Technology 1 -11811Laboratories .1275 Walnut Avcnuc Signal Hill. CA 90755 (562) 989-4045 • Paz (562) 989-4040 FOR LABORATORY USE ONLY: •'i 4"' P 0 e •� Method of Transport Client ❑ ATL !� CA Overt4 ❑ FEDEX ❑ other: SampleC Ian Upon, Receipt T CHILLED Y. NII 4. SEALED V p N 2. HEADSPACE(VOA) YJ NQ S. a OF SPtS MATCH COC YCrN❑ 3. CONTAINER INTACT Y' N O & PRESERVED Y ❑ N ❑ — - — Lapped By, Data Client: Lr,,nWn �g,.>,•h�'.�.` Attn: MP+Lt-\� Ctiv t1'` � 1"77b1 C✓r•hn TEL(",4% 1 ZSD•14Z1 City Ir.. -•L Stare C.a Zip Cade'1Z61'( FAx:(rw'1 momie ^o) �Is'wa+•) Project Name:Pr Project a: Sampler. N� ->I°Lc r\J'wn.ii" ��L4`i7oc,-L M- {- ,:: rDl✓ -�1"rV7 _ ReugW e.n Dare .s_; .cqr Tams' 1 SZU aca,vad by gqee1yy Timil`t, ReMngrdsthed w 1, w _ — Dale V1.11101 7.ne: )ria i0 Received by Iae�w....r An.a e...I _ _--- _ff Do y ' Time ReNrqulb it (sww+•..a cnraewi..l Dale 0f ime: Received by: Isyw.wow..e w+., Det ) �) Time �IZ.ti 1 hereby truth Win ATL to penorm Ing work Mgr /Submitter. Snnd ReportTo Am, _ 5 -I,w __-- Co: CA S Bid To: Attn: bM Lf y%' 1%1 C 1,r h Special Instr Ions/CommentsP�rojecl Co: S�ynt' ---- Addrew C(612v L u —State—Z—_ Address L' 5 city GbOr•t- State— Dow ZIP-Sample/Records - AEabJyal 6 Dlsoosal Unless otherwise requested by client. all samples will be disposed 45 days alter receipt and records will be disposed 1 year after submittal of final report. Storage Fees (applies when storage is requested): • Sample :$2.00 / sample / mo (after 45 days) • Records: $1.00 / ATL workorder / Inn (after 1 year) C"" or Add SPEGFY APPROPRIATE Arolyslslee) MATRIX Haquestod B� h�� o� e )� .^ L SP = 'hj o�� A� \' Q ca�� Comakar(s) by '� 8 F yo 3p�f TAT N Type = O > Ir W a A / Q C RTNCET El SYFRCB El L T LAB USE ONLY: Batch #7g:T�m` Sample Description R_ OTHER ME Lab No. Sample I.D. / Location Date Time REMARKS D oil %i\ -e-1-i `s 3 1�5r X X `' j b 0 1311-2 5:3 125( X x E ( T; IZ5 X x 1 T' oY X12 61I! 1335 x X IE 5 t{0LO o X312—z;131' X E t is ,31 S X x I 6-3 1= I IV • TAT starts a a.m. following day if samples received eller 3 p.m. TAT: A= emight 5 24 hr _ B Emergency Next workday C= ntical 2 Workday¢. 0= Urgent 3 Workda E= Routine 7 Workdays Preservatives: H=HCI N=HNO- S=HSO. C=4'C Z=Zn(AC), O--NaOH T=N;Z, Container Types: T=Tube V=VOA L=Liter P=FmI J=Jar B=Tedlar ; G=Glass P=Plastic M=Metal DISTRIBUTION: White with report, Yellow to folder. Pink to submitter. Page I of I Rachelle Arada From: Meredith Church (mchurch@leightongroup.comj Sent: Tuesday, August 04, 2009 11:07 AM To: Rachelle Arada Subject: PN Hi Rachelle, We submitted samples for a project yesterday, the PN was listed as 602597-002. The PN should be 602597-003, please list this number on the invoice. Also, we've had problems receiving some of the invoices within 30 days of the work. Could you please check with whoever send the invoices in your office and let them we know that we need the invoices either mailed or emailed to our accounting department within in 30 days of the work. Thanks!! Meredith Church, ]PG Project Geologist LEIGHTON Solutions You Can Build On 17781 Cowan Irvine, CA 92614 (949) 6814305 (Direct) (949) 293-2519 (Cell) (949)477-4040(O(rce) (949) 230-1114 (Pas) 8/4/2009 Pagc I of I Rachelle Arada From: Meredith Church [mchurch@leightongroup.com] Sent: Tuesday, August 11, 2009 6:35 PM To: Rachelle Arada Subject: additional analysis Hi Rachelle, For the Newport Beach Project (submitted on 8/3), we need some additional analysis. In addition, I made a typo on the project number, it should be 602497-003 (not 602597). Please Analyze B6-7' for TPH-cc (we don't need TPI -Ig, C10 on up will be fine for all these requests) B7-5' for SVOCs 87-7' for PCBs and TPH-cc B12-2' for PCBs and TPH-cc B12-6' for PCBs and TPH-cc I will probably be out of the office tomorrow, so if you have any questions, please call me on my cell phone. Thanks! Meredith Church, PG Project Geologist LEIGHTON Solutions You Can Build On 17781 Cowan Irvine. CA 92614 (949) 6814208 (Direct) (949) 293-2519 (Cell) (949) 477-4040 (Office) (949) 250-1114 (Fax) 8/12/2009 August 18, 2009 Meredith Church Leighton Consulting, Inc. 17781 Cowan Street Irvine, CA 92614 TEL: (949)681-4208 FAX: (949)757-7230 RE: SCE Newport, 602497-003 Attention: Meredith Church ,WID " Acco'ta � y0 C .t 4 u � z ELAP No.: 1838 NELAP No.:02107CA NEVADA.: CA -401 CSDLAC No.:10196 Workorder No.: 106685 Enclosed are the results for sample(s) received on August 03, 2009 by Advanced Technology Laboratories . The sample(s) are tested for the parameters as indicated in the enclosed chain of custody in accordance with the applicable laboratory certifications. This is an addendum report. Please incorporate with documentation previously submitted. Thank you for the opportunity to service the needs of your company. Please feel free to call me at (562)989A045 if 1 can be of further assistance to your company. Sincerely, Eddie F. Director The cover letter is an integral part of this analytical report. This Laboratory Report cannot be reproduced in part or in its entirety without written permission from the client and Advanced Technology Laboratories. Atli rd Tec rr�GnolnF 3 Labarr Lalet 3373 N4+lnrrr.trenur .Si,¢naf Nil/. GI 91755 Tel: 563 989-4045 Fas: 562 489.40411 1 of 19 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / adranred Terhaologt Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 L Q0 2of19 ANALYTICAL RESULTS Advanced TechnologyLaboratories Print Date: 18 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ED: B6-7 Lab Order: 106685 Collection Date: 8/3/2009 9:55:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-004A Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunID: G016_090817C OC Batch: 57378 PrepDate: 8/1712009 Analyst: CBR T/R Hydrocarbons: C8 -C10 ND 10 mg/Kg 1 8/17/2009 04:00 PM T/R Hydrocarbons: C10-Cl8 ND 10 mg/Kg 1 8/17/2009 04:00 PM T/R Hydrocarbons: C18 -C28 ND 10 mg/Kg 1 8/17/2009 04:00 PM T/R Hydrocarbons: C28 -C36 ND 10 mg/Kg 1 8/17/2009 04:00 PM T/R Hydrocarbons: C36 -C40 ND 10 mg/Kg 1 8/17/2009 04:00 PM T/R Hydrocarbons: C8 -C40 Total NO 10 mg/Kg 1 8/17/2009 04:00 PM Sum p-Terphenyl 118 57-144 %REC 1 8/1712009 04:00 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / adranred Terhaologt Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 L Q0 2of19 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 18 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B7-5 Lab Order: 106685 Collection Date: 8/3/2009 10:48:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab m: 106685-007A Analyses Result PQL Qual Unita DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 RunID: MS6 0908120 1,2,4-Tdchlorobenzene 1,2 -Dichlorobenzene 1,3 -Dichlorobenzene 1,4 -Dichlorobenzene 2,4,5 -Trichlorophenol 2,4,6 -Tri& lorophenol 2,4-Dichlorophenol 2,4 -Dimethylphenol 2,4-Dinitrophenol 2,4-Dinitrotoluene 2,6-Dinitrotoluene 2-Chloronaphthalene 2 -Chlorophenol 2 -Methylnaphthalene 2-Melhylphenol 2-Nitroaniline 2-Nitrophenol 3, 3'-Dichlorobenzidine 3-Nitroaniline 4,6-Dinitro-2-methylphenol 4-Bromophenyl-phenylether 4-Chloro-3-methylphe nol 4-Chloroaniline 4-Chlomphenykphenylether 4-Methylphenol 4-Nitroaniline 4-Nitrophenol Acenaphthene Acenaphthylene Anthracene Benzidine (M) Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perylene OC Batch: 57271 EPA 8270C PrepOate: ND 330 p9/K9 1 ND 330 p9/K9 1 ND 330 pg/Kg 1 ND 330 p9/K9 1 ND 330 p9/K9 1 ND 330 pg/Kg 1 ND 1600 pg/Kg 1 ND 330 p9/K9 1 NO 1600 pg/Kg 1 ND 330 p9/K9 1 NO 330 p9/K9 1 ND 330 p9/K9 1 NO 330 pg/Kg 1 NO 330 p9/K9 1 NO 330 p9M9 1 NO 1600 p9/Kq 1 NO 330 p9/K9 1 NO 660 pg/Kg 1 NO 1600 p9/Kq 1 NO 1600 p9/Kq 1 NO 330 p9/K9 1 NO 660 pg/K9 1 NO 660 p9M9 1 NO 330 p9/K9 1 ND 330 p9/Kq 1 NO 1600 p9/K9 1 NO 1600 p9/K9 1 NO 330 pgM9 1 NO 330 p9/K9 1 ND 330 p9M9 1 NO 1600 p9/K9 1 440 330 pg/K9 1 NO 330 pg/Kg 1 NO 330 p9M9 1 ND 330 p9/Kq 1 8/1212009 Analyst: DMP 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/1412009 06:56 PM 8/1412009 06:56 PM 811412009 06:56 PM 8/14/2009 06:56 PM 8114/2009 06:56 PM 811412009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 811 4/2009 06:56 PM 8/14/2009 06:56 PM 811 4/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 811 4/20 09 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM 8/14/2009 06:56 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Sunmgate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / . tdtanced Tethaa/ogt %F -W- Laboratories 3275 Walnut Avenue, Signal Hill, CA 90755 Tel. • 562. 989.4045 Far: 562.989.4040 KIM, S O Analyses Result ANALYTICAL RESULTS Advanced TecbnoloLaboratories iy Print Date: 18 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 137-5 Lab Order: 106685 Collection Date: 8/3/2009 10:48:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ED: 106685-007A Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS6_090812D OC Batch: 57271 PrepDate: 8/12/2009 Analyst: DMP Benzo(k)fluoranlhene NO 330 pg/Kg 1 8/14/200906:56 PM Benzoic acid NO 1600 pg/Kg 1 8/141200906:56 PM Benzyl alcohol NO 660 pglKg 1 8/14/2009 06:56 PM Bis(2-chloroethoxy)methane NO 330 pg/Kg 1 8/141200906:56 PM Bis(2-chloroethyl)ether NO 330 pg/Kg 1 8/141200906:56 PM Bis(2-chloroisopropyl)ether NO 330 pg/Kg 1 8/14/200906:56 PM Bis(2-ethylhezyl)phthalate NO 330 pg/Kg 1 8114/200906:56 PM Butylbenzylphlhalate NO 330 pg/Kg 1 8/14/200906:56 PM Chrysene 430 330 pglKg 1 8/14/200906:56 PM Di-n-butylphthalale NO 330 pg/Kg 1 8/14/200906:56 PM Di-noctylphthalate NO 330 pg/Kg 1 8114/200906:56 PM Dibenz(a.h)anthracene NO 330 pg/Kg 1 8/141200906:56 PM Dibenzofuran NO 330 pg/Kg 1 8114/200906:56 PM Diethylphthalate NO 330 pg/Kg 1 8114/200906:56 PM Dimethylphthalate NO 330 pg/Kg 1 8/14/200906:56 PM Fluoranthene 470 330 pg/Kg 1 8/14/200906:56 PM Fluorene NO 330 pg/Kg 1 8/14=0906:56 PM Hexachlorobenzene NO 330 pg/Kg 1 8/14/200906:56 PM Hexachlorobuladiene NO 660 pg/Kg 1 6/14/200906:56 PM Hexachlorocyclopentadiene NO 660 pg/Kg 1 8/14/200906:56 PM Hexachloroethane NO 330 pg/Kg 1 8/14/200906:56 PM Indeno(1,2,3-od)pyrene NO 330 pg/Kg 1 8/14/200906:56 PM Isophorone NO 330 pg/Kg 1 8/14/2009 06:56 PM N-Nitrosodi-n-propylamine NO 330 pg/Kg 1 8/14/200906:56 PM N-Nitrosodiphenylamine NO 330 pg/Kg 1 8114/200906:56 PM Naphthalene NO 330 pglKg 1 8/14/200906:56 PM Nitrobenzene NO 330 pg/Kg 1 8/14/200906:56 PM Pentachlorophenol NO 1600 pg/Kg 1 8114/200906:56 PM Phenanthrene 460 330 pg/Kg 1 8114/2009 06:56 PM Phenol NO 330 pg/Kg 1 8/1412009 06:56 PM Pyrene 760 330 pg/Kg 1 8/14/2009 06:56 PM Sum: 1,2 -Dichlorobenzene -d4 64.6 49.103 %REC 1 8/14/2009 06:56 PM Surf: 2,4,6-Tribromophenol 51.7 47-129 %REC 1 8/14/2009 06:56 PM Surr. 2 -Chlorophenol -d4 69.7 54109 %REC 1 8/14/2009 06:56 PM Sum: 2-Fluombiphenyl 76.2 59-108 %REC 1 8/14/2009 06:56 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above qu mitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / Advancedlierbaelo�t t Laboratories 3275 Walnut Avenne, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 Fqw 4of19 Qualifiers: B Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference DO Surrogate Diluted Out adsanred Technolo„ r Laboratories E Value above quantitation range ND Not Detected at the Reporting Limit Results are wet unless otherwise specified 3275 Walnut Anenne, Signal Hill, CA 90755 5of19 Tel. 562. 989.4045 Fax: 562.989.4040 ANALYTICAL RESULTS Advanced TechnologyLaboratories Print Date: 18 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B7-5 Lab Order: 106685 Collection Date: 8/3/2009 10:48:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-007A Analyses Result PQL Qual Units DF Date :Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunID: MS6_090812D QC Batch. 57271 PrepDate: 8/122009 Analyst: DMP Surt: 2-Fluorophenol 67.3 50.111 %REC 1 8/14/2009 06:56 PM Sur. 4-Terphenyl-d 14 83.6 58-135 %REC 1 8/14/200906:56 PM Sur. Nitrobenzene -d5 80.1 54-115 %REC 1 8/14/2009 06:56 PM Surr Phenot-d5 71.6 58-112 %REC 1 8/14/2009 06:56 PM Qualifiers: B Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference DO Surrogate Diluted Out adsanred Technolo„ r Laboratories E Value above quantitation range ND Not Detected at the Reporting Limit Results are wet unless otherwise specified 3275 Walnut Anenne, Signal Hill, CA 90755 5of19 Tel. 562. 989.4045 Fax: 562.989.4040 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 18 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B7-7 Lab Order: 106685 Collection Date: 8/3/2009 10:51:00 AM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ID: 106685-008A :lnalises Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunlD: GC16 090816A CC Batch. 57376 PrepDate: 8/14/2009 Analyst: CBR TIR Hydrocarbons: C8 -C10 ND 10 mg/Kg 1 8/16/2009 01:59 PM T/R Hydrocarbons: C10 -C18 NO 10 mg/Kg 1 8/16/2009 01:59 PM T/R Hydrocarbons: C18 -C28 NO 10 mg/Kg 1 8/16/2009 01:59 PM TIR Hydrocarbons: C28 -C36 ND 10 mglKg 1 8/16/2009 01:59 PM TIR Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 8/16/2009 01:59 PM TIR Hydrocarbons: C8 -C40 Total ND 10 mg/Kg 1 8/1612009 01:59 PM Sum. p-Terphenyl 119 57-144 %REC 1 8/16/2009 01:59 PM PCBS BY GC/ECD EPA 35508 EPA 8082 RunlD. GC4_090814A OC Batch. 57365 PrepDate: 8/14/2009 Analyst: BB Arodor 1016 NO 16 pg/Kg 1 8/1412009 07:24 PM Aroclor 1221 NO 33 pg/Kg 1 8/14/2009 07:24 PM Arodor 1232 NO 16 pg/Kg 1 8/14/2009 07:24 PM Aroclor 1242 36 16 pg/Kg 1 8/14/2009 07:24 PM Aroclor 1248 NO 16 pgMg 1 8114/2009 07:24 PM Arodor 1254 NO 16 pg/Kg 1 8114/2009 07:24 PM Arodor 1260 NO 16 pg/Kg 1 8114/200907:24 PM Arodor 1262 NO 16 pg/Kg 1 8/141200907:24 PM Arodor 1268 NO 16 pg/Kg 1 8/14/200907:24 PM Sun: Decachlorobiphenyl 82.0 30-124 %REC 1 8/14/200907:24 PM Sun: Telrachloro-m-xylene 87.8 40-118 %REC 1 8/14/200907:24 PM Quall6ers: B Analyte detected in the associated Method Blank E Value above gwnntation range H Holding limes for preparation or analysis exceeded ND Not Detected at the Reposing Limit S Spike/Surmgate outside of limits due to matrix interference Results are wet tmless otherwise specified DO Surrogate Diluted Out .Idranced liaYnrologi Laboratories 3275 Wainul Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fav: 562.989.4040 6of19 PCBS BY GC/ECD EPA 3550B ANALYTICAL RESULTS Advanced TechnologyLaboratories RunID: GC4_090814A Print Date: 18-A ug -09 CLIENT: Leighton Consulting, Inc. PrepDate: 8/14/2009 Analyst: BB Client Sample ID: B12-2 ND Lab Order: 106685 pg/Kg 1 8/14/2009 07:54 PM Collection Date: 8/3/2009 1:29:00 PM Project: SCE Newport, 602497-003 Vg/Kg 1 8/14/2009 07:54 PM Matrix: SOIL ND Lab ED: 106685-023A pg/Kg 1 8/14/2009 07:54 PM Amcor 1242 28 Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION 16 Ng/Kq 1 8/14/2009 07:54 PM Amcor 1254 LUFT 16 p9/K9 EPA 8015B(M) Amcor 1260 RunID: GC16_090816A QC Batch: 57376 u91K9 PrepDate: 8/1412009 Analyst: CBR T/R Hydrocarbons: C8 -C10 NO 10 mg/Kg 1 8116/2009 04:24 PM T/R Hydrocarbons: C10 -C18 NO 10 mg/Kg 1 8116/2009 04:24 PM T/R Hydrocarbons: C18 -C28 ND 10 mg/Kg 1 8/16/200904:24 PM T/R Hydrocarbons: C28 -C36 NO 10 mg/Kg 1 8/16/2009 04:24 PM T/R Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 8/16/2009 04:24 PM T/R Hydrocarbons: C8 -C40 Total NO 10 mg/K9 1 8/16/2009 04:24 PM Sum: p-Terphenyl 118 57-144 %REC 1 8/16/2009 04:24 PM PCBS BY GC/ECD Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / :tdrynred 7erhnologi k Laboratories 3175 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 561.989.4040 7of19 EPA 3550B EPA 8082 RunID: GC4_090814A QC Batch: 57365 PrepDate: 8/14/2009 Analyst: BB Aroclor 1016 ND 16 pg/Kg 1 8/14/2009 07:54 PM Amclor 1221 ND 33 Vg/Kg 1 8/14/2009 07:54 PM Amcor 1232 ND 16 pg/Kg 1 8/14/2009 07:54 PM Amcor 1242 28 16 pg/Kg 1 8/14/2009 07:54 PM Amcor 1248 ND 16 Ng/Kq 1 8/14/2009 07:54 PM Amcor 1254 NO 16 p9/K9 1 8/14/2009 07:54 PM Amcor 1260 NO 16 u91K9 1 8/14/2009 07:54 PM Amcor 1262 NO 16 pg/Kg 1 8/14/2009 07:54 PM Amcor 1268 NO 16 pg/Kg 1 8/14/2009 07:54 PM Sur: Decachlorobiphenyl 74.1 30-124 %REC 1 8/14/2009 07:54 PM Sur. Tetrachloro-m-xylene 81.8 40-118 %REC 1 8/14/2009 07:54 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out / :tdrynred 7erhnologi k Laboratories 3175 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 561.989.4040 7of19 QuaBfien: B Analyte detected in the associated Method Blanc E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike/Sumogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out adranced 7echnolog r Laboratories 3175 Walnut Avenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Fax: 561.989.4040 8Of19 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 18 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B12-6 Lab Order: 106685 Collection Date: 8/3/2009 1:32:00 PM Project: SCE Newport, 602497-003 Matrix: SOEL Lab ED: 106685-024A Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunID: GC16_090816A OC Batch: 57376 PrepDate: 8/14/2009 Analyst: CBR T/R Hydrocarbons: C8 -C10 NO 10 mg/Kg 1 8/16/2009 02:08 PM T/R Hydrocarbons: C10 -C18 NO 10 mg/Kg 1 8/16/2009 02:08 PM T/R Hydrocarbons: C18 -C28 NO 10 mg/Kg 1 8/16/2009 02:08 PM T/R Hydrocarbons: C28 -C36 NO 10 mg/Kg 1 8/16/2009 02:08 PM T/R Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 8/16/2009 02:08 PM T/R Hydrocarbons: C8 -C40 Total NO 10 mg/Kg 1 8/16/2009 02:08 PM Sun: p-Terphenyl 118 57-144 %REC 1 8/16/2009 02:08 PM PCBS BY GC/ECD EPA 35508 EPA 8082 RunID: GG4_090814A OC Batch: 57365 PrepDate: 8/14/2009 Analyst: BB Arodor 1016 ND 16 pg/Kg 1 8/14/2009 08:24 PM Aroclor 1221 NO 33 pg/Kg 1 8/14/2009 08:24 PM Amcor 1232 ND 16 pg/Kg 1 8/14/2009 08:24 PM Amcor 1242 ND 16 pg/Kg 1 8/14/2009 08:24 PM Arocor 1248 ND 16 pg/Kg 1 8/14/2009 08:24 PM Arocor 1254 ND 16 pg/Kg 1 8/14/2009 08:24 PM Arocor 1260 ND 16 pg/Kg 1 8/14/2009 08:24 PM Arocor 1262 ND 16 pg/Kg 1 8/14/2009 08:24 PM Amcor 1268 ND 16 pg/Kg 1 8/14/2009 08:24 PM Sun: Decachlorobiphenyl 82.1 30-124 %REC 1 8/14/2009 08:24 PM Sun: Tetrachloro-m-xylene 86.0 40-118 %REC 1 8/14/2009 08:24 PM QuaBfien: B Analyte detected in the associated Method Blanc E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike/Sumogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out adranced 7echnolog r Laboratories 3175 Walnut Avenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Fax: 561.989.4040 8Of19 Advanced Technology Laboratories Date: 18 -Aug -09 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCENewport, 602497-003 BatchID: 57378 Sample ID: LCS-57378 SampType: LCS TestCode: 8015_S_DM .Units: mg/Kg Prep Date: 811712009 RunNo: 111861 Client ID: LCSS Batch ID: 57378 TestNo: EPA 8015B(M LUFT Analysis Dale: 811712009 SegNo: 1764755 Analyte %REC Lowlimit HighLimil RPD Ref Val Result POL SPK value SPK Ref Val %REC Lowlimit Highlimit RPD Ref Val %RPD RPDLimit Coal ORO 1086.170 10 1000 0 109 81 128 Surf: p-Terphenyl 99.740 80.00 125 57 144 Sample ID: 106814-007AMS SampType: MS TestCode: 8015_S_DM Units: mg/Kg Prep Date: 811712009 RunNo: 111861 Client ID: 727272 Batch ID: 57378 TestNo: EPA8015B(M LUFT Analysis Dale: 8117/2009 SegNo: 1764756 Analyle %REC Lowlimit HighLimil RPD Ref Val Result POL SPK value SPK Ref Val %REC Lowl-imil Highlimit RPD Ref Val %RPD RPDLimit Oual DRO 953.800 10 1000 0 95.4 58 145 Surr: p-Terphenyl 89.180 80.00 111 57 144 Sample ID: 106814.007AMSD SampType: MSD TestCode: 8015_S—DM Units: mglKg Prep Date: 811712009 RunNo: 111861 Client ID: 777727 Balch ID: 57378 TestNo: EPA 80158(M LUFT Analysis Dale: 811712009 SegNo: 1764757 Analyte Result PDL SPK value SPK Ref Val %REC Lowlimit HighLimil RPD Ref Val %RPD RPDLimit Cual DRO 1044.000 10 1000 0 104 58 145 953.6 9.03 20 Surf: p-Terphenyl 96.930 80.00 121 57 144 0 0 Sample ID: MB -57378 SampType: MBLK TestCode: 8015_S—DM Units: mg/Kg Prep Date: 8117/2009 RunNo: 111861 Client ID: PBS Batch ID: 57378 TestNo: EPA 8015B(M LUFT Analysis Dale: 811712009 SegNo: 1764758 Analyte Result PCL SPK value SPK Ref Val %REC LowLimil HighLimil RPD Ref Val %RPD RPDLlml1 Oual DRO NO 10 ORO NO 10 Surr: p-Terphenyl 88.550 80.00 1.11 57 144 Qualifiers: B Analytedetected in the associated Method Blank E Value above quantitation range ND Not Detected at the Reporting Limit R RPD outsideaccepted recovery limits DO Surrogate Diluted Out Calculationsare based on raw values �® .tJcrnrrvl '1'rrhnn/n;;r = /.nbnnhmirt• 317511'alnal drnuiu, Sigrinl!lill, Gl 90715 Tel: 562. 989.4045 /•ir.r: 56Z.939.4040 9of19 FI Holding limes for preparation or analysis exceeded S Spike/Surrogate outside orlimits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 Batch]D: 57378 Sample ID: LCS-57378 SampType: LCS TestCode: 8015_S_DSL Units: mglKg Prep Date: 811712009 RunNo: 111861 Client ID: LCSS Batch. ID: 57378 TeslNo: EPA 8015B(M LUFT Analysis Date: 8/17/2009 SegNo: 1764727 Analyte SegNo: 1764730 Result POL SPK value SPK Ref Val %REC LowLimit HighLimil RPD Ref Val °/ RPD RPOUmil Oval DRO 1086.170 10 1000 0 109 81 128 Surr: p-Terphenyl 99.740 80.00 125 57 144 Sample ID: 106814-007AMS SampType: MS TestCode: 8015_S—DSL Units: mg/Kg Prep Dale: 811712009 RunNo: 111861 Client ID: 777777 Balch ID: 57378 TestNo: EPA 8015B(M LUFT Analysis Dale: 811712009 SegNo: 1764728 Analyte SegNo: 1764730 Result POL SPK value SPK Ref Val %REC Lowl-imil HighLimil RPD Ref Val %RPD RPDLlmiI Qual DRO 953.800 10 1000 0 95.4 58 145 Surr: p-Terphenyl 89.180 80.00 111 57 144 Sample ID: 106814-007AMSD SampType: MSD TestCode: 8015_S—DSL Units: mg/Kg Prep Dale: 811712009 RunNo: 111861 Client ID: 777777 Balch ID: 57378 TestNo: EPA 8015B(M LUFT Analysis Date: 811712009 SegNo: 1764729 Analyte SegNo: 1764730 Result POL SPK value SPK Ref Val %REC Lowt-imil Highl-imit RPD Ref Val %RPD RPDLimil oval DRO 1044.000 10 1000 0 104 58 145 953.8 9.03. 20 Surr: p-Terphenyl 96.930 80.00 121 57 144 0 0 Sample ID: MB -57378 SampType: MBLK TestCode: 8015_S—DSL Units: mg/Kg Prep Date: 811712009 RunNo: 111861 Client ID: PBS Balch ID: 57378 TestNo: EPA 8015B(M LUFT Analysis Date: 811712009 SegNo: 1764730 Analyte Result POL SPK value SPK Ref Val %REC Lowl-imit HighLimil RPD Ref Val %RPD RPDLimil Oval DRO NO 10 Sun: p-Terphenyl 88.550 80.00 111 57 144 Sample ID: MS -57378 SampType: MBLK TeslCotle: HC_S_ATL Units: mg/Kg Prep Date: 811712009 RunNo: 111861 Client ID: PBS Balch ID: 57378 TestNo: EPA 8015B(M LUFT Analysis Date: 811712009 SegNo: 1764842 Analyte Result POL SPK value SPK Ref Val %REC LowLimil HighLimil RPD Ref Val °/ RPD RPDLimil Dual TIR Hydrocarbons: C8 -C10 NO 10 Qualifiers: B Analytedetecled in theamociated Method Blank E Value above quantitation range ND Not Detected at the Reporting Limit R RPU outside accepted recovery limits DO Surrogate Dilated Out Calculations are based on. raw values G® Adivn,•rrl '1'rrinu'lni?. j; ® l.n/runruriin• 32751Pnl... iA euur, Signal /fill, CI 90755 Tek 562. 989.4045 Tnv: 562.987.4040 10 of 19 fl 1lolding times for preparation or analysis exceeded S Spike/Surrogate outside oflimils due to matrix interference CLIENT: Leighton Consulting, Inc. Work Order: 106685 Project: SCE Newport, 602497-003 ANALYTICAL QC SUMMARY REPORT BatchID: 57378 'ample ID: MB -57378 SampType: MBLK TestCode. HC_S_ATL Units: mg/Kg Prep Date: 8/1712009 RunNo: 111861 ;lient ID: PBS Batch ID: 57378 TestNo. EPA 8015B(M LUFT Analysis Date: 8/1712009 SegNo. 1764842 \nalyte Result PQL SPK value SPK Ref Val % REC Lowl-imit Hight-imit RPD Ref Val % RPD RPDLimit Dual TIR Hydrocarbons: C10 -C18 ND 10 TIR Hydrocarbons: C18 -C28 ND 10 TIR Hydrocarbons: C28 -C36 ND 10 T/R Hydrocarbons: C36 -C40 ND 10 TIR Hydrocarbons: C8 -C40 Total ND 10 Sum: p-Terphenyl 88.550 80.00 111 57 144 Qualinen: B Analyte detected in the associated Method Blank E Value above quantitation range ND Not Detected at the Reporting Limit R RPD outside acecpted recovery limits DO Surrogate Diluted Out Calculations arc based on raw values . ld.aoerd 1"fin.6", 3275 Walnar Arenne, Signal Hill, CA 90755 Tel: 562. 989.4045 Pac: 562.989.4000 �� 11 Of 19 H Holding times for preparation or analysis exceeded S SpikdSurrogate outside of limits due to matrix interference Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Work Order: 106685 Project: SCE Newport, 602497-003 Date: 18 -Aug -09 ANALYTICAL QC SUMMARY REPORT BatchlD: 57271 iample ID: MB -57271 SampType: MBLK TeslCode 8270_S_FUL Unils: pg/Kg Prep Date: 8112/2009 RunNo: 111709 aient ID: PBS Balch ID: 57271 TestNo EPA 8270C EPA 35508 Analysis Date: 811212009 SegNo: 1761607 lnalyte NO Result POL SPK value SPK Ref Val %REC LowLimit Hlghl-imit RPD Ref Val %RPD RPDLimit Oual 1,2,4-Trichlorobenzene NO 330 1,2 -Dichlorobenzene NO 330 1,2-Diphenylhydrazine NO 330 1,3 -Dichlorobenzene NO 330 1,4 -Dichlorobenzene NO 330 1,4 -Dioxane NO 330 2,4,5 -Trichlorophenol NO 330 2,4,6 -Trichlorophenol NO 330 2,4-Dichlorophenol ND 1600 2,4 -Dimethylphenol NO 330 2,4-Dinitrophenol NO 1600 2,4-Dinitrotoluene NO 330 2,6-Dinitrotoluene NO 330 2-Chloronaphthalene NO 330 2 -Chlorophenol NO 330 2-Methylnaphthatene NO 330 2-Methylphenol NO 330 2-Nitroaniline NO 1600 2-Nitrophenol ND 330 3,3'-Dichlorobenzidine NO 660 3-Nitroaniline NO 1600 4,6-Dinitro-2-methylphenol NO 1600 4-Bromophenyl-phenylether NO 330 4-Chloro-3-methylphenol NO 660 4-Chloroaniline NO 660 4-Chlorophenyl-phenylether ND 330 3/4-Methylphenol ND 330 4-Melhylphenol NO 330 xloaoners: B Analyte detected in the associated Method Blank E Value abovequantitation range NO Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on raw values idrvnrM Tn hnn/nR;r r` 1 i- 3275 Walnut Avenue, Signal !fill, CA 90755 Tel: 56Z 989,0045 Far: 562.989.4040 � 12 of 19 H Holding times for preparation or analysis exceeded S Spike/Surrogale outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 BatchlD: 57271 Sample ID: MB -57271 SampType: MBLK TestCode: 8270_S_FUL Units: pglKg 1600 Prep. Date: 811212009 RunNo: 111709 Client ID: PBS Batch ID: 57271 TestNo: EPA 8270C EPA 35508 NO Analysis Date: 811212009 SegNo: 1761607 Analyte 330 Benzidine (M) Result POL SPK value SPK Ref Val %REC LowUmit Highl-imil RPD Ref Val %RPD RPOLimil Oual 4-Nitroaniline NO 1600. 4-Nilrophenol NO 1600 Acenaphthene NO 330 Acenaphthylene NO 330 Aniline NO 330 Anthracene NO 330 Benzidine (M) NO 1600 Benzo(a)anthracene NO 330 Benzo(a)pyrene NO - 330 Benzo(b)fluoranthene ND 330 Benzo(g,h,i)perylene ND 330 Benzo(k)8uoranlhene ND 330 Benzoic acid NO 1600 Benzyl alcohol NO 660 Bis(2-chloroelhoxy)methane NO 330 Bis(2-chloroelhyl)ether NO 330 Bis(2-chloroisopropyl)elher NO 330 Bis(2-ethylhexyl)phlhalate NO 330 Bulylbenzylphthalate NO 330 Carbazole NO 330 Chrysene NO 330 Di-n-bulylphthalate NO 330 Di-n-octylphthalate NO 330 Dibenz(a,h)anlhracene ND 330 Dibenzofuran ND 330 Diethylphihalate NO 330 Dimethylphlhalate ND 330 Fluoranlhene ND 330 Fluorene ND 330 Hexachlorobenzene ND 330 Qualifiers: B Analyte detected in theassociated Method Blank E Value above quantitation range H .Holding times for preparation or analysis exceeded NO Not Detected al the Reponing Limit R RPD outside accepted recovery limits S Spike/Sumugate outside of limits due to matrix interference. DO Surrogate Diluted Out Calculations are based on raw values AN -1 Idrnnrrr/ 7'n-hanb'r ®'` ® l✓+hurxi....... 3275 Wal...t Abenae, Signal !fill, CA 90755 Tut: 561. 909.4045 Fav: 562.989.4040 13 of 19 CLIENT: Leighton Consulting, Inc. Work Order: 106685 Project: SCE Newport, 602497-003 ANALYTICAL QC SUMMARY REPORT BatchED: 57271 Sample ID: MB -57271 SampType: MBLK TestCode: 8270_S_FUL Units: pg/Kg Prep Dale: 8/1212009 RunNo: 111709 Client ID: PBS Batch ID: 57271 TeslNo: EPA 8270C EPA 3550B Analysis Date: 8112/2009 SegNo: 1761607 Analyte Result POL SPK value SPK Ref Val %REG Lowl-imit HighLimil RPD Ref Val %RPD RPOUmil Dual Hexachlorobutadiene ND 660 TestCode: 8270_S_FUL Units: pg/Kg Prep Date: 811212009 RunNo: 111709 Client ID: LCSS Hexachlorocyclopenladiene ND 660 Analysis Dale: 811212009 SegNo: 1761608 Analyte Hexachloroethane ND 330 %RPD RPOUmlt Oual Indeno(1,2,3-cd)pyrene ND 330 Isophorone ND 330 N-Nitrosodi-n-propylamine ND 330 N-Nitrosodimelhylamine ND 330 N-Nitrosodiphenylamine ND 330 Naphthalene ND 330 Nitrobenzene ND 330 Penlachlorophenol ND 1600 Phenanthrene ND 330 Phenol ND 330 Pyrene ND 330 Pyridine ND 1600 Surr: 1,2 -Dichlorobenzene -d4 2505.000 3330 75.2 49 103 Surr: 2,4,6-Tribromophenol 2620.000 3330 78.7 47 129 Surr: 2-Chtorophenol-d4 2590.333 3330 77.8 54 109 Surr: 2-Fluorobiphenyl 2573.000 3330 77.3 59 108 Surr: 2-Fluorophenol 2630.333 3330 79.0 50 111 Surr: 4-Terphenyl-di4 3021.000 3330 90.7 58 135 Sum: Nitrobenzene -d5 3126.333 3330 93.9 54 115 Surr: Phenol -d5 2790.333 3330 83.8 58 112 Sample ID: LCS-57271 SampType: LCS TestCode: 8270_S_FUL Units: pg/Kg Prep Date: 811212009 RunNo: 111709 Client ID: LCSS Batch ID: 57271 TeslNo: EPA 8270C EPA 3550B Analysis Dale: 811212009 SegNo: 1761608 Analyte Result POL SPK value SPK Ref Val %RSC LowLimit HighLimil RPD Ref Val %RPD RPOUmlt Oual 1,2,4-Trichlorobenzene 2911.000 330 3330 0 87.4 61 107 1,4 -Dichlorobenzene 2555.667 330 3330 0 76.7 56 100 Qualifiers: B Analyse detected in the associated Method Blank E Value above quamitation range NO Not Detected at the Reponing Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on raw values /e .I✓ranrr0'frehwdo-r /.uAnnlnric. 327511'ahn✓ Avenue, Signal [fill, CA 90755 Tel: 562. 989.4045 rax: 561.989.4040 a 41 14 of 19 li Holding times for preparation or analysis exceeded S Spike/Surrogam outside or limits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE- Newport, 602497-003 BatchlD: 57271 Sample ID: LCS-57271 SampType: LCS TestCode: 8270_S_FUL Units: pglKg Prep Dale: 811212009 RunNo: 111709 Client ID: LCSS Batch ID: 57271 TestNo: EPA 82700 EPA 35508 Analysis Date: 811212009 SegNo: 1761608 Analyte 105 4-Chloro-3-methylphenol Result POL SPK value SPK Ref Val %REC LowLimit HighLimit RPD Ref Val %RPD RPDLimil Dual 2,4-Dinitrotoluene 3459.667 330 3330 0 104 72 130 2 -Chlorophenol 2594.000 330 3330 0 77.9 64 105 4-Chloro-3-methylphenol 2956.000 660 3330 0 88.8 74 125 4-Nitrophenol 3111.667 1600. 3330 0 93.4 77 137 Acenaphthene 2744.000 330 3330 0 82.4 63 117 N-Nilrosodi-n-propylamine 3141.333 330 3330 0 94.3 71 121 Pentachlorophenol 3327.000 1600 3330 0 99.9 69 125 Phenol 2823.667 330 3330 0 84.8 67 111 Pyrene 2669.667 330 .3330 0 80.2 60 122 Surr: 1,2 -Dichlorobenzene -d4 2587.000 3330 77.7 49 103 Surr. 2,4,6-Tribromophenol 3180.667 3330 95.5 47 129 Surr. 2 -Chlorophenol -d4 2738.333 3330 82.2 54 109 Surr: 2-Fluombiphenyl 2723.667 3330 81.8 59 108 Surr. 2-Fluomphenol 2706.667 3330 81.3 50 111 Surr: 4-Terphenyl-dl4 3399.333 3330 102 58 135 Surr: Nitrobenzene -d5 3286.667 3330 98.7 54 115 Surr: Phenol -d5 2948.667 3330 88.5 58 112 Sample ID: 106760.014DMS SampType: MS TestCode:. 8270_S_FUL Units: pglKg Prep Dale: 8112/2009 RunNo: 111709 Client ID: 77777 Batch 10: 57271 TestNo: EPA 6270C EPA 35508 Analysis Date: 8112/2009 SegNo: 1761609 Analyte 74.5 Result PQL SPK value SPK Ref Val %REC LowLimit HighLimit RPD Ref Val %RPD RPDLimit Dual 1,2,4-Trichlorobenzene 2855.000 330 3330 0 85.7 60 105 1,4 -Dichlorobenzene 2480.667 330 3330 0 74.5 50 99 2,4-Dinilrotoluene 3488.667 330 3330 0 105 70 130 2 -Chlorophenol 2629.000 330 3330 0 78.9 58 107 4-Chloro-3-methylphenol 2984.667 660 3330 0 89.6 72 124 4-Nitrophenol 3118.667 1600 3330 0 93.7 69 139 Acenaphlhene 2774.667 330 3330 0 83.3 59 118 N-Nitrosodi-n-propylamine 3134.000 330 3330 0 94.1 61 125 Qualifiers: B Analyse detected in the associated Method Blank E Value above quanriration range NO Nor Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Our Calculations are based on raw values ®1 .1 ArnnrM Ted rudu.• r ®j' ® l.:rbrrragrrin+ .32751Vrrlmndrenue, Signal Hill, CA 90755 Tch. 562. 989.4045 rax: 562.989.4040 fff 15 of 19 H liolding times for preparation or analysis exceeded S Spike/Surrogate outside or limits due to matrix interference CLIENT: Leighton Consulting, Inc. Work Order: 106685 Project: SCE Newport, 602497-003 ANALY'T'ICAL QC SUMMARY REPORT BatchlD: 57271 Sample to: 106760-014DMS SampType: MS TeslCode: 8270_S_FUL Units: pg/Kg Prep Date: 811212009 RunNo: 111709 Client ID: 777777 Balch IDs 57271 TeslNo: EPA 8270C EPA 3550B Analysis Date: 811212009 SegNo: 1761609 Analyte 0 Result POL SPK value SPK Ref Val %REC Lowl-imit HighLimit RPD Ref Val %RPD RPDLimil Dual Pentachlorophenol 3313.333 1600 3330 0 99.5 56 131 Phenol TestNo: EPA 8270C EPA 3550B 2856.667 330 3330 0 85.8 60 113 Pyrene 99 2662.000 330 3330 0 79.9 51 130 Surr: 1,2 -Dichlorobenzene -d4 2548.333 130 3330 4.57 76.5 49 103 Surr: 2,4,6-Tribromophenol 3254.000 78.3 3330 107 97.7 47 129 Surr: 2 -Chlorophenol -d4 2767.333 3330 3330 85.8 83.1 54 109 Surr: 2-Fluorobiphenyl 2714.333 2764.000 3330 3330 81.5 59 108 Surr. 2-Flucrophenol 2742.667 20 3330 2672.000 82.4 50 111 Surr: 4-Terphenyl-d14 3489.667 2775 3330 20 105 58 135 Surr: Nitrobenzene -d5 3269.333 61 3330 3134 98.2 54 115 Surr: Phenol -d5 2990.000 0 3330 56 89.8 58 112 Sample ID: 106760-014DMSD SampType: MSD TeslCode: 8270_S_FUL Units: pg/Kg Prep Date: 811212009 RunNo: 111709 Client to: 777777 Batch to: 57271 TestNo: EPA 8270C EPA 3550B Analysis Dale: 811212009 SegNo: 1761610 Analyle 330 Result PDL SPK value SPK Ref Val %REC Lowlimit HighLimit RPD Ref Val %RPD RPDLimil Dual 1,2,4-Trichlorobenzene 2832.667 330 3330 0 85.1 60 105 2855 0.785 20 1,4 -Dichlorobenzene 2518.667 330 3330 0 75.6 50 99 2481 1.52 20 2,4-Dindrololuene 3332.667 330 3330 0 100 70 130 3489 4.57 20 2 -Chlorophenol 2606.000 330 3330 0 78.3 58 107 2629 0.879 20 4-Chloro-3-methylphenol 2857.000 660 3330 0 85.8 72 124 2985 4.37 20 4-Nilrophenol 2764.000 1600 3330 0 83.0 69 139 3119 12.1 20 Acenaphthene 2672.000 330 3330 0 80.2 59 118 2775 3.77 20 N-Nitrosodi-n-propylamine 3075.333 330 3330 0 92.4 61 125 3134 1.89 20 Pentachlorophenol 3220.000 1600 3330 0 96.7 56 131 3313 2.86 20 Phenol 2799.667 330 3330 0 84.1 60 113 2857 2.02 20 Pyrene 2573.000 330 3330 0 77.3 51 130 2662 3.40 20 Surr: 1,2 -Dichlorobenzene -d4 2552.333 3330 76.6 49 103 0 0 Surr. 2,4,6-Tribromophenol 3040.333 3330 91.3 47 129 0 0 Surr: 2 -Chlorophenol -d4 2759.333 3330 82.9 54 109 0 0 Qualifiers: 13 Analyte detected in the associated Method Blank C- Value above quantitation range H Holding times for preparation or analysis exceeded ND. Not Detected at the Reporting Limit R RPD outside accepted recovery limits S Spike/Surrogate outside of limits due to matrix interference DO Surrogate Diluted Out Calculations are based on mw values ®® ad...vl 'lir/ei..leg.. ;./ n 3275 It'ulaur Are.me, Signal Hi/l, CR 90755 Tel: 561. 939.4045 rax: 561.939.4040 I r r � 16 of 19 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 BatchtD: 57271 Sample ID: 106760-014OMSD SampType: MSD TestCode: 8270_5_FUL Units: pg/Kg Prep Date: 8112/2009 RunNo: 111709 Client ID: 7777 Balch ID: 57271 TeslNo: EPA 8270C EPA 3550B Analysis Date: 8112/2009 Seg No: 1761610 Analyte Result PDL SPK value SPK RefVal %REC LowLlmil Hight-imit RPD Ref Val % RPD RPDLimil Dual Sum: 2-Fluombiphenyl 2665.000 3330 80.0 59 108 0 0 Sum: 2-Fluorophenol 2737.667 3330 82.2 50 111 0 0 Sum : 4-Terphenykdl4 3319.333 3330 99.7 58 135 0 0 Sum: Nitrobenzene -d5 3226.667 3330 96.9 54 115 0 0 Sum: Phenol -d5 2930.333 3330 88.0 58 112 0 0 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range ND Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on raw values 01IJ�nnrrd 7ir6nnhy;,t 41275 IVaLnn Arrnur, Signal Hill, CA 90755 Trl: 561. 989.4045 F": 567.989.0040 17 of 19 H Holding times for pmparation or analysis exceeded S Spike/Sumogate outside of limits due to matrix interference Advanced Technology Laboratories Date: 18 -Aug -09 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 BatchID: 57365 Sample to: MS -57365 SampType: MBLK TestCode: 8082_S Units: pg/Kg Prep Date: 811412009 RunNo: 111832 Client ID: PBS Batch to: 57365 TestNo: EPA 8082 EPA 35508 Analysis Date: 811412009 SegNo: 1764109 Analyte Aroclor 1254 Result PDL SPK value SPK Ref Val %REC Lowt-imit HighLimit RPD Ref Val %RPD RPOLimit Dual Aroclor 1016 NO 16 Aroclor 1221 NO 33 Aroclor 1232 NO 16 Aroclor 1242 NO 16 Aroclor 1248 NO 16 Aroclor 1254 NO 16 Aroclor 1260 NO 16 Aroclor 1262 ND 16 Aroclor 1268 NO 16 Sum Oecachlorobiphenyl 14.643 16.67 87.8 30 124 Sun: Tetrachlom-m-xylene 17.207 16.67 103 40 118 ;ample ID: LCS-57365 SampType: LCS TeslCode: 8082_S Units: pg/Kg Prep Date: 811412009 RunNo: 111832 ;lien! ID:LCSS Batch to: 57365 TestNo: EPA 8082 EPA 35508 Analysis Dale: 8/1412009 SegNo: 1764110 analyte 84.0 Result PDL SPK value SPK Ref Val %REC LmvLimil HighLimit RPD Rat Val %RPD RPDLimil Dual Aroclor 1016 124.175 16 166.7 0 74.5 56 113 Aroclor 1260 133.330 16 166.7 0 80.0 58 111 Sum.Decachlorobiphenyl 14.003 16.67 84.0 30 124 Sum Tetrachloro-m-xylene 15.948 16.67 95.7 40 118 iample ID: 106685-008AMS SampType: MS TestCode: 8082_S Units: pg/Kg Prep Date: 811412009 RunNo: 111832 ;tient to: 87.7 Batch ID: 57365 TestNo: EPA 8082 EPA JSSOB Analysis Dale: 8/1412009 SegNo: 1764111 knalyte Result PDL SPK value SPK Ref Val %REC Lowl-imil HighLimit RPD Ref Val %RPD RPDLimll Dual Aroclor 1016 163.763 Aroclor 1260 164.930 Surr.. Oecachlorobiphenyl 15.707 16 16 166.7 0 98.3 166.7 0 99.0 16.67 94.2 51 111 39 123 30 124 Qualifiers: 13 Molytedelected in lheassuciuted Method Blank E Value above quaminnion range li Holding times rorpropamtion oranalysis exceeded NO Not Detected at the Reponing Limit R RPD outside accepted recovery limils S Spike/Surrogateoutside or limils due to matrix interference DO Surrogate Diluted Our Calculations arc based on mw values WN 3775 IVnlnm Arrnue, Signal Nill, Gr 90755 Tc/: 56A 989.4045 Ear: 989.4040 da Lu/mr�rnriu+ 1 18 of 19 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 BatchED: 57365 Sample ID: 106685-OOBAMS SampType: MS TestCode: 8082_S Units: pg/Kg Prep Dale: 811412009 RunNo: 111832 Client ID: 87-7 Batch ID: 57365 TestNo: EPA 8082 EPA. 35508 Analysis Date: 811412009 SegNo: 1764111 Analyte 15.798 16.67 Result PQL SPK value SPK Ref Val %REC LowUmit HighLimit RPD Ref Val %RPD RPDlimit Qual Sum Tetrachloro-m-xylene 16.853 16.67 101 40 118 Sample ID: 106685.008AMSD SampType: MSD TestCode: 8082_S Units: pg/Kg Prep Dale: 811412009 RunNo: 111832 Client ID: B7-7 Balch ID: 57365 TestNo: EPA 8082 EPA 35508 Analysis Dale: 811412009 SegNo: 1764112 Analyle 15.798 16.67 Result PQL SPK value SPK Ref Val %REC LowUmit HighLimit RPD Ref Val %RPD RPDUmil Qual Aroclor 1016 165.588 16 166.7 0 99.4 51 111 163.8 1.11 20 Aroclor 1260 165.392 16 166.7 0 99.2 39 123 164.9 0.280 20 Surr: Decachlombiphenyl 15.798 16.67 94.8 30 124 0 0 Sun: Tetrachloro-m-xylene 17.182 16.67 103 40 118 0 0 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range ND Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on mw values ® dd�5/nrerl/ivdmi/oar W, WIN /.nburnHrrier 3275 IVnlunr Ah•Aurc•, Signrsl dill, CA 90755 ''/'e1: 562. 989.4045 Far: 56Z989.4040 19 of 19 II Ilolding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference Page I of I Rachelle Arada From: Meredith Church [mchurch@leightongroup.com] Sent: Tuesday, August 11, 2009 6:35 PM To: Rachelle Arada Subject: additional analysis Hi Rachelle, For the Newport Beach Project (submitted on 8/3), we need some additional analysis. In addition, I made a typo on the project number, it should be 602497-003 (not 602597). Please Analyze B6-7' for TPH-cc (we don't need TPHg, C10 on up will be fine for all these requests) B7-5' for SVOCs B7-7' for PCBs and TPH-cc B12-2' for PCBs and TPH-cc B12-6' for PCBs and TPH-cc I will probably be out of the office tomorrow, so if you have any questions, please call me on my cell phone. Thanks! Meredith Church, PG Project Geologist LEIGHTON Solulimis You Can Build On 17751 Cowan hvine, CA 92614 (949) 651-420S (Direct) (949) 293-2519 (Cell) (949) 4774040 (Office) (949) 250-1114 (Fax) 19/12/2009 August 26, 2009 Meredith Church Leighton Consulting, Inc. 17781 Cowan Street Irvine, CA 92614 TEL: (949) 681-4208 FAX: (949)757-7230 RE: SCE Newport, 602497-003 Attention: Meredith Church ``EM4, \V AC [pRO FLAP No.: 1838 NELAP No.:02107CA NEVADA.: CA -401 CSDLAC No.: 10196 Workorder No.: 106685 Enclosed are the results for sample(s) received on August 03, 2009 by Advanced Technology Laboratories . The sample(s) are tested for the parameters as indicated in the enclosed chain of custody in accordance with the applicable laboratory certifications. This is an addendum report. Please incorporate with documentation previously submitted. Thank you for the opportunity to service the needs of your company. Please feel free to call me at (562)989-4045 i f I can be of further assistance to your company. Sincerely, Eddie F. Laboratory The cover letter is an integral pan of this analytical report. ']'his Laboratory Report cannot be reproduced in pan or in its entirety without written oennission from the client and Advanced'I'echnolocv Laboratories. Adrvmced7cchnologr I 327.5 Ma/aar.�lr•cime .Sigaul h!i!!. GI 9U7ii Trl:.i(2 959-904.5 Fa.c; j/ abortuories ? 989-40710 ®� 1 of 6 Advanced Technoloev Laboratories CLIENT: Leighton Consulting, Inc. Project: SCE Newport, 602497-003 Lab Order: 106685 Analytical Comments for EPA 8082 Date: 26 -Aug -09 CASE NARRATIVE Samples 106685-026A and 106685-027A were analyzed beyond hold time. /adianced Te hnologr (�L Laboratories Page 1 of 5 3275 Walnut Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Far: 562.989.4040 2of6 Advanced TechnologyLaboratories ANALYTICAL RESULTS Print Date: 26 -Aug -09 CLIENT: Leighton Consulting, Inc. Client Sample iD: B13-2 Lab Order: 106685 Collection Date: 8/3/2009 1:12:00 PM Project: SCE Newport, 602497-003 Matrix: SOIL Lab ED: 106685-026A Analyses PCBS BY GC/ECD RunID: GCS 090821A Arodor 1016 Arodor 1221 Arodor 1232 Arodor 1242 Arodor 1248 Arodor 1254 Arodor 1260 Arodor 1262 Arodor 1268 Sun: Decachlorobiphenyl Sum. Tetrachlow-m-xylene Result PQL Qual Units DF Date Analyzed EPA 3550B EPA 8082 OC Batch: 57576 PrepDate: ND 16 H pg/Kg 1 ND 33 H pg/Kg 1 ND 16 H pg/Kg 1 ND 16 H pg/Kg 1 ND 16 H pg/Kg 1 ND 16 H pg/Kg 1 ND 16 H pg/Kg 1 ND 16 H pg/Kg 1 ND 16 H pg/Kg 1 93.8 30-124 H %REC 1 98.3 40-118 H %REC 1 Qualifien: B Analyte detected m the associated Method Blank H Holding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference DO Surrogate Diluted Out /�_ : tdr anred Taehaolo� r 120 Laboratories 8/2112009 Analyst: BB 8/24/2009 04:44 AM 8/24/2009 04:44 AM 8/24/2009 04:44 AM 8124/2009 04:44 AM 8/2412009 04:44 AM 8/2412009 04:44 AM 812412009 04:44 AM 8/24/2009 04:44 AM 82412009 04:44 AM 8242009 04:44 AM 824200904:44 AM E Value above quantitation range ND Not Detected at the Reporting Limit Results are wet unless otherwise specified 3275 Walnul Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 3 of 6 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-027A ANALYTICAL RESULTS Print Date: 16 -Aug -09 Client Sample ID: B13-5 Collection Date: 8/3/2009 1:16:00 PM Matrix: SOD. Analyses Result PQL Qual Units DF Date Analyzed PCBS BY GCIECD EPA 35508 EPA 8082 RunID: GC5_090821A OC Batch. 57576 PrepDate: Arodor 1016 ND 16 H pg/Kg 1 Arodor 1221 ND 33 H pg/Kg 1 Arodor 1232 ND 16 H pg/Kg 1 Arodor 1242 ND 16 H pg/Kg 1 Arodor 1248 ND 16 H yg/K9 1 Arocior 1254 ND 16 H pg/Kg 1 Arodor 1260 ND 16 H pglKg 1 Aroclor 1262 ND 16 H pg/Kg 1 Aroclor 1268 ND 16 H pg1Kg 1 Surf: Decachlorobiphenyl 93.0 30-124 H %REC 1 Sur. Tebachloro-m-xylene 93.1 40-118 H %REC 1 8/21/2009 Analyst: BB 8124/2009 05:14 AM 8/24/2009 05:14 AM 8/24/2009 05:14 AM 812412009 05:14 AM 8/242009 05:14 AM 8/242009 05:14 AM 81242009 05:14 AM &2412009 05:14 AM 8242009 05:14 AM 8242009 05:14 AM 82412009 05:14 AM Qu>�Ben, B Analyte detectcd in the associated Method Blank E Value above quanutation range H Holding limes far preparation or analysis exceeded ND Not Detected at the Reporting Limit S SpiketSunrogate outside of limits due to minx interfcmce Results are wct unless otherwise specified DO Sitnogde Diluted Out 4lid, anred Terhualogi %,"'4Lt2horatories 3175 Waist Avenue, Signal Hill, CA 90755 Tel: 561. 989.4045 Fax: 561.989.4040 4 of 6 Advanced Technology Laboratories Date: 26-A/Ig-09 CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 BatchlD: 57576 iample to: MB -57576 SampType: MBLK TestCode: 8082_S Units: pg1Kg Prep Dale: 8/2112009 RunNo: 112127 ;lien/ to: PBS Batch ID: 57576 TestNo: EPA 8082 EPA 3550B. Analysis Dale: 812312009 SegNo: 1769952 lnalyle Aroclor 1254 Result PQL SPK value SPK Ref Val %REC LowUmit HighLimit RPD Ref Val %RPD RPDLimil Qual Aroclor 1016 ND 16 Arodor 1221 ND 33 Aroclor 1232 ND 16 Aroclor 1242 ND 16 Aroclor 1248 NO 16 Aroclor 1254 ND 16 Aroclor 1260 ND 16 Aroclor 1262 ND 16 Aroclor 1268 ND 16 Sum Decachlorobiphenyl 14.372 16.67 86.2 30 124 Sum Telrachloro-m-xylene 16.308 16.67 97.8 40 118 iample to: LCS-57576 SampType: LCS TestCode: 8082_S Units: pg/Kg Prep Date: 8121/2009 RunNo: 112127 ;tient to: LOSS Batch ID: 57576 TestNo: EPA 8082 EPA 35508 Analysis Dale: 812312009 SegNo: 1769953 lnalyle 82.8 Result PQL SPK value SPK Ref Val %REC Lowl-imit HighLimit RPD Ref Val %RPD RPDLimil Dual Aroclor 1016 141.699 16 166,7 0 85.0 56 113 Aroclor 1260 155.838 16 166.7 0 93.5 58 111 Surr. Decachlorobiphenyl 13.808 16.67 82.8 30 124 Surr. Telmchloro-m-xylene 15.311 16.67 91.8 40 118 iample to: 107030.00IAMS SampType: MS TestCode: 8082_S Units: pglKg Prep Dale: 8/2112009 RunNo: 112127 ;lien/ ID:7 7777 Batch to: 57576 TestNo: EPA 8082 EPA 35506 Analysis Dale: 812312009 SegNo: 1769954 \nalyte 14.623 Result POL SPK value SPK Ref Val %REC LowUrnIt HighLimit RPD Ref Val %RPD RPDLimit Qual Aroclor 1016 132.432 16 166.7 0 79.5 51 111 Aroclor 1260 149.482 16 166.7 0 89.7 39 123 Surr. Decachloroblphenyl 14.623 16.67 87.7 30 124 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range ND Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on raw values 0% ,trlrunrw/'1'rthnn/n¢r ®1 /.n/rnr�roric. 3275 nrnlnurArenuc, Siprml Hill, CA .90755 TO: 567. 989.4045 Far: 562.939.4040 .1111V 5 of 6 I I Holding times for preparation or analysis exceeded S Spike/Smrugate outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 106685 Project: SCE Newport, 602497-003 IlatchID: 57576 Sample ID: 107030-001AMS SampType: MS TestCode: 8082_S Units: pg/Kg Prep Date: 812112009 RunNo: 112127 Client ID: 777772 Batch ID: 57576 TestNo: EPA 8082 EPA 35508 Analysis Dale: 812312009 SegNo: 1769954 Analyte 20 Result POL SPK value SPK Ref Val %REC LowLimil HighLimil RPD Ref Val %RPD RPDLimil Oual Surr. Tetrachloro-m-xylene 15.511 16.67 93.0 40 116 Sample ID: 107030.001AMSD SampType: MSD TestCode: 8082_S Units: pglKg Prep Date: 812112009 RunNo: 112127 Client ID: 777272 Batch to: 57576 TestNo: EPA 8082 EPA 35506 Analysis Date: 812312009 SegNo: 1769955 Analyte 20 Result POL SPK value SPK Ref Val %REC LowLimit Hight-imit RPD Ref Val %RPD RPDLimit Oual Aroclgr 1016 133.725 16 166.7 0 80.2 51 111 132.4 0.972 20 Aroclor 1260 150.607 16 166.7 0 90.4 39 123 149.5 0.750 20 Surr: Decachlorobiphenyl 14.066 16.67 84.4 30. 124 0 0 Surf. Telrachloro-m-xylene 15.550 16.67 93.3 40 118 0 0 Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range ND Not Detected at the Reporting Limit It RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on raw values G® Arlreurrr0'/TrhnnGr�r �' ® Lalrnnnr.Lx 327511'nGurl Arenaq Signal lii//, GI 907$5 7i/: Sfil. 989.4045 /•itr: 502.989.040 6of6 H Holding times for preparation or analysis exceeded S Spike/Surrogateoutside of limits due to matrix. interference Page] of 2 Rachelle Arada From: Meredith Church [mchurch@leightongroup.com] Sent: Wednesday, August 19, 2009 3:28 PM To: Rachelle Arada Subject: RE: Addendum report for SCE Newport, 602497-003 (ATL# 106685add) apologize, I meant B13-2' and 813-5'. Thanks. Yes, they are past the 14 day hold time, but please go ahead an analyze. Meredith Church, PG Project Geologist LEIGHTON Solutions Yon Can Build On 17751 Cowan Irvine. CA 92614 (949) 6S i -4208 (Direct) (949) 293.2519 (Cell) (949) 477-4040 (OI'licc) (949) 250-1114 (Fox) From: Rachelle Arada (mailto:Rachelle@atlglobal.com] Sent: Wednesday, August 19, 2009 8:14 AM To: Meredith Church Subject: RE: Addendum report for SCE Newport, 602497-003 (ATL# 106685add) Hi Meredith, I got your request below. I didn't find sample 83-2' in our system, please check. Also, sample B13-5' is beyond hold time for PCB analysis. Do you still want to proceed? Thanks, Rachelle -----Original Message ----- From: Meredith Church (mailto:mchurch@leightongroup.com) Sent: Tuesday, August 18, 2009 6:39 PM To: Rachelle Arada Subject: RE: Addendum report for SCE Newport, 602497-003 (ATL# 106685add) Hi Rachelle, Can you please run B3.2' and B13-5' for PCBs. Thank youl Meredith Church, PG Project Geologist LEIGI3TON Solutions You Can Build On 17781 Cowan Page 2 of? In-iue. CA 92614 (949) 681-4208 (Direct) (949) 293-2519 (Cell) (949) 477-4040 (Office) (949)250-11.14(Fax) From: Rachelle Arada [mailto:Rachelle@atlglobal.com] Sent: Tuesday, August 18, 2009 11:31 AM To: Meredith Church Subject: Addendum report for SCE Newport, 602497-003 (ATL# 106685add) Hi Meredith, Enclosed are the results for the above project. Thanks, Rachelle Arada Project Coordinator ®� Advanced Technology Laboratories terrw_`011glugal cy um ®� Tcl: (562) 989-4043 cxt. 237 rox:(5b2)989.4040 Advanced Technology Laboratories is a full-service environmental lab providing organic and inorganic analyses of soil, water, wastewater, storm water and hazardous waste samples. ATL is accredited by the State of California, NELAP and State of Nevada and holds various SBE. DBE and MBE certificales and a USDA soil permit. ATL takes pride in providing our customers with quick turnaround time, excellent customer service and defensible data while offering verycompetitive rates. Advanced Technology Labs - Your Partner for Quality Environmental Testing This message is intended for the use of the individual or entity to which It is addressed. This may contain information that is privileged, confidential, and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone and delete the original message. Thank you. 8/19/2009 � � 1 0m SOIL BORING LOG PROJECTNUMBER 602497003 BORINGANELL NUMBER 66. PROJECT NAME SCE Newport Beach DATE DRILLED 8/312009 LOCATION 1516 W. Balboa Blvd, Newport Beach. CA :CASING TYPE/OIAMETER NIA DRILLING METHOD Direct Push SCREEN TYPEISLOT N/A SAMPLING METHOD Acetate Sleeve FILTER PACK TYPE NIA GROUND ELEVATION N/A It GROUT TYPE NIA TOP OF CASING ELEV. N/A DEPTH TO WATER N/A _fl. LOGGED BY MOW TOTAL DRILL DEPTH 8 It REMARKS x 3 cn m .. F E ui w m 0� O u a F n ai LITHOLOGIC DESCRIPTION 0.t m00 We Q W a ¢ N SM Surface -SILTY SAND, light brown, moist, dense, finegrained sand. @0.5'-COBBLY SAND, light brown, moist, dense, fine grained sand. SP 6 B6-2 0.0 @ 4' - POORLY GRADED SAND, light brown, moist, dense, fine grained sand. 5 6 B6-5 0.0 s 6 86-7 0.0 @ T- Groundwater encountered. Soil becomes wet. - 10 15 20 25 Total Depth= B' bgs. Groundwater was encountered at T bgs. Groundwater sample collected at 1003. 30 ® SOIL BORING LOG �0 PROJECTNUMBER 602497003 BORINGANELL NUMBER B7 PROJECT NAME SCE Newport Beach DATE DRILLED 8/312009 LOCATION 1516 W. Balboa Blvd, Newport Beach, CA CASING TYPEIDIAMETER NIA DRILLING METHOD Direct Push SCREEN TYPEISLOT N/A SAMPLING METHOD Acetate Sleeve FILTER PACK TYPE NIA GROUND ELEVATION N/A ft GROUT TYPE NIA TOP OF CASING ELEV. NIA DEPTH TO WATER NIA It LOGGED BY MDW TOTAL DRILL DEPTH 8 N. REMARKS x� 3r T w p w z m °? Q- m O� p a F n O LITHOLOGIC DESCRIPTION w m6 U US W'— X W p m N a SM' Surface.-COBBLY SILT, light brown, moist, loose. @2'-COBBLY SAND, brown, moist, dense, fine grained sand. SP 6 87-2 0.0 5 6 137-5 0.0 6 B7-7 0.0 @7' -Gmundwater encountered, soil becomes wet. 10 15 —20- 025Total -25— TotalDepth= IT bgs. Groundwater was encountered at T bgs. Groundwater sample collected at 1055. 30 All ®•®® SOIL BORING LOG PROJECTNUMBER 602497003 BORINGNVELL NUMBER B8 PROJECT NAME SCE Newport Beach DATE DRILLED 8/3/2009 LOCATION 1516 W. Balboa Blvd, Newport Beach, CA CASING TYPEIDIAMETER N/A DRILLING METHOD Direct Push SCREEN TYPEISLOT N/A SAMPLING METHOD Acetate Sleeve FILTER PACK TYPE N/A GROUND ELEVATION NIA ft GROUTTYPE N/A TOP OF CASING ELEV. NIA DEPTH TO WATER NIA 8. LOGGED BY MDW TOTAL DRILL DEPTH 8 ft REMARKS x? 3 r Lu Ci w z n rR a m O D 0O $ Q. f n O LITHOLOGIC DESCRIPTION OZ mU W'= Q W a 16 � rn SM 7. Surface -COBBLY SILT, light brown, moist, loose. ' @1'-COBBLY SAND, brown, moist, dense, fine grained sand. SIP 6 B8-2 0.0 • @4' -Rock layer encountered. 5 @4.5' -POORLY GRADED SAND, reddish brown, moist, dense, trace sea shells. 6 68-5 0.0 4 @5.9' -Groundwater encountered, soil becomes wet. 10 15 20 25 Total Depth= 8' bgs. Groundwater was encountered at 5.9' bgs. Groundwater sample collected at 1127. 30 ♦® SOIL BORING LOG PROJECT NUMBER 602497003 BORINGANELL NUMBER B9 PROJECT NAME SCE Newport Beach DATE DRILLED 8/3/2009 LOCATION 1516 W. Balboa BNtl, Newport Beach, CA CASING TYPE/DIAMETER NIA DRILLING METHOD Direct Push SCREEN TYPEISLOT N/A SAMPLING METHOD Acetate Sleeve FILTER PACK TYPE NIA. GROUND ELEVATION N/A fl GROUT TYPE N/A TOP OF CASING ELEV. NIA DEPTH TO WATER N/A 0, LOGGED BY MDW TOTAL DRILL DEPTH _ 8 N. REMARKS x z > t- E ui O3 am 07 d Ou 0. w f n U LITHOLOGIC DESCRIPTION mV La Q � W O a uJ j m SMSurface -COBBLY SILT, light brown, dry, loose. ' @1.5' -COBBLY SAND, brown, moist, dense, fine grained sand. SP 6 139-2 0.0 5 - @4.5' - SILT layer, brown, moist, hard. 6 89-6 0.0 @5 -COBBLY SAND, brown, moist, dense, fine grained sand. g @6' -Groundwaterencountered, soil becomes wet. —10- 02025Total 20- -25— TotalDepth= 8' bgs. Groundwater was encountered at 6' bgs. Groundwater sample collected at 1220. 30 is SOIL BORING LOG PROJECTNUMBER 602497003 BORINGIWELL NUMBER B10 PROJECT NAME SCE Newport Beach DATE DRILLED 8/3/2009 LOCATION 1516 W. Balboa Blvd, Newport Beach, CA CASING TYPE/DIAMETER NIA DRILLING METHOD Direct Push SCREEN TYPE/SLOT NIA SAMPLING METHOD Acetate Sleeve FILTER PACK TYPE NIA GROUND ELEVATION N/A H. GROUT TYPE N/A TOP OF CASING ELEV. N/A DEPTH TO WATER N/A It LOGGED BY MDW TOTAL DRILL DEPTH 8 8. REMARKS r d E Ui o_ m O Z O. a r 9 LITHOLOGIC DESCRIPTION OZ mL) W= Q. w 0 a j � m SM Surface-COBBLY SILT, light brown, moist, loose. @1.5'-COSBLY SAND, reddish brown, moist, dense, fine grained sand. SP 6 B10-2 0.0 5 @5'-COBBLY SAND, grey brown, less cobbles. 6 B70-6 0.0 @6' -Groundwater encountered, soil becomes wet 10 15 20 25 Total Depth= 8' bgs. Groundwater was encountered at 6' bgs. Groundwater sample collected at 1158. 30 A SOIL BORING LOG 4 PROJECTNUMBER 602497003 BORING/WELL NUMBER B11 PROJECT NAME SCE Newport Beach DATE DRILLED 8/3/2009 LOCATION 1516 W. Balboa Blvd, Newport Beach, CA CASING TYPEfDIAMETER N/A DRILLING METHOD Direct Push SCREEN TYPEISLOT NIA SAMPLING METHOD Acetate Sleeve FILTER PACK TYPE N/A GROUND ELEVATION NIA 8. GROUT TYPE NIA TOP OF CASING ELEV. NIA DEPTH TO WATER NIA N. LOGGED BY MDW TOTAL DRILL DEPTH 8 N REMARKS x3 30�w� > d w z a ui a m O u a w n O LITHOLOGIC DESCRIPTION pr m0 W - ¢ w o a re rn SM -7. Surface-COBBLY SILT, light brown, moist, loose. @t' -POORLY GRADED SAND, light brown, moist, dense, fine grained sand. SP - 6 611-2 0.0 @2.5' -POORLY GRADED SAND, reddish brown, moist, dense, fine grained sand. s s 6 811-5 0.0 @5' -Groundwater encountered, soil becomes wet. 10 15 20 25 Total Depth= 8' bgs. Groundwater was encountered at 5' bgs. Groundwater sample collected at 1257. 30 SOIL BORING LOG MW PROJECTNUMBER 602497003 BORINGMELL NUMBER B12 PROJECT NAME SCE Newport Beach DATE DRILLED 8/3/2009. LOCATION 1516 W. Balboa Blvd, Newport Beach, CA CASING TYPE/DIAMETER N/A DRILLING METHOD Direct Push SCREEN TYPE/SLOT N/A SAMPLING METHOD Acetate Sleeve FILTER PACK TYPE N/A GROUND ELEVATION N/A 8. GROUT TYPE N/A TOP OF CASING ELEV. N/A DEPTH TO WATER N/A N. LOGGED BY MDW TOTALORILLDEPTH 8 I REMARKS SJ �~ } W O W Z n U) a m OJ z O a g O LITHOLOGIC DESCRIPTION Wo= m0 ) E < w a tr rn Sp - Surface-COBBLY SAND, light brown, dry, loose, fine grained sand. 6 612-2 0.0 - @3' -POORLY GRADED SAND, light brown, moist, dense, fine grained sand. @4' -POORLY GRADED SAND, brown, moist, dense, fine grained sand. 5 6 812-6 0.0 @6' SILTY SAND, brown, wet, dense, fine grained sand. SM Groundwater encountered. 10 15 20 25 Total Depth= 8' bgs. Groundwater was encountered at 6' bgs. Groundwater sample collected at 1335. 30 V'SOIL BORING LOG Q0'° PROJECT NUMBER 602497003 BORINGMIELL NUMBER B13 PROJECT NAME SCE Newport Beach DATE DRILLED 8/3/2009 LOCATION 1516 W. Balboa Blvd, Newport Beach, CA CASING TYPE/DIAMETER NIA DRILLING METHOD Direct Push SCREEN TYPEISLOT NIA SAMPLING METHOD Acetate Sleeve FILTER PACK TYPE N/A GROUND ELEVATION N/A It. GROUTTYPE N/A TOP OF CASING ELEV. N/A DEPTH TO WATER NIA 0, LOGGED BY MDW TOTAL DRILL DEPTH 8 N. REMARKS w Z E v ~a m p z > t OO n U LITHOLOGIC DESCRIPTION 0,2 m 0 9 i X O N 7 O w N w aof SM Surface-COBBLY SILT, light brown, moist, loose. 6 813-2 0.0 @1.5'-COBBLY SAND, brown, moist, dense. SP ' @4'-COBBLY SAND, reddish brown, moist, trace sea shells. 5 6 B13-5 0.0 s _ @5.5' -Groundwater encountered, soil becomes wet. _10- 0152025Total 15- 20- 25— TotalDepth= 8' bgs. Groundwater was encountered at 5.5' bgs. Groundwater sample collected at 1315. 30 Exhibit "D" RARP and RARP Addendum Exhibit D REMEDIAL ACTION AND RESTORATION PLAN SCE NEWPORT SUBSTATION SITE 1516 West Balboa Boulevard Newport Beach, California Environmental Engineering Section Corporate Environmental, Health and Safety Southern California Edison March 25, 2013 SCE NEWPORT SUBSTATION SITE Newport Beach, California Environmental Engineering Section Corporate Environmental, Health and Safety Southern California Edison March 25, 2013 March 25, 2013 Mr. Brent Scharnberg SCE Transmission & Distribution Real Properties Subject: Remedial Action and Restoration Plan SCE Newport Substation Site 1516 West Balboa Boulevard Newport Beach, California CEHS-Environmental Engineering has prepared the subject Remedial Action and Restoration Plan for the former Newport Substation. SCE is planning to sell the site to the City of Newport Beach (City) for use as an addition to the adjacent Marina Park. The site was operated as a distribution substation from about 1923 until it was decommissioned in 2007. All of the substation equipment and other facilities were removed at that time. The site is now vacant and enclosed by the original chain link fence and brick wall. Presently the site surface consists of soil with some sparse gravel or crushed base with a gentle slope to the south. The Remedial Action and Restoration Plan (Plan) was prepared based on assessment work conducted by Environmental Engineering (2012-2013) supported by PPD Geotechnical Services, as well as previous site assessments prepared by Leighton Consulting, Inc. (LCI). LCI had performed their assessments for the City on limited areas of the site in 2009. The results of the current assessment are presented in the Geotechnical Services "Field Finding Report" appended to the Plan. The LCI assessment is also attached in the Appendix. The results of both assessments indicate that the soils at the site have been affected by low levels of PCBs and to a lesser extent Hydrocarbons and Lead. A moderate number of soil samples had contaminant levels above regulatory action levels for unrestricted use of the property. The groundwater at the site has not been affected based on analyses of samples. Due to the site conditions and logistics regarding construction access, the only feasible means available for remediation of affected soils at the site is excavation and off-site disposal. The contractor selected for the excavation is Patriot Environmental Services, an SCE T&D approved vendor providing similar services for SCE on other projects. Since SCE is performing the cleanup as "self -determined" to expedite the process, excavated soils will require disposal at either the Clean Harbors Environmental Services facility in Utah or US Ecology facility in Nevada. The volume of soil requiring excavation and disposal is approximately 522 cubic yards (in-place volume) or 835 tons. This Remedial Action and Restoration Plan should be reviewed by the City and their consultants to obtain their concurrence prior to the start of actual cleanup construction work. Any adjustments to the Plan can be negotiated. If necessary, amendments can be made to the Plan. Once concurrence is obtained and any permits secured, the remediation excavation will begin. After excavation of all affected soils and any verification sampling and analyses are performed, the site will be backfilled with clean imported soil. After construction is complete, a Completion Report documenting all work performed will be prepared. Please contact us if you have any questions or comments regarding this report. G� CSU Charles A Aldrich, P.E., G.E. Senior Environmental Engineer Corporate Environmental, Health & Safety Attachment cc City of Newport Beach Mark Passarini (without attachment) Brian Sabins (without attachment) V No. 34270 Exp; -3e-14 Page 2 TABLE OF CONTENTS 1 Introduction......................................................................................................................... 1 2 Site Description.................................................................................................................... 1 3 Site History ........................................................................................................................... 2 4 Previous Site Assessments................................................................................................... 2 5 Current Site Assessment - Planning..................................................................................... 3 6 Current Site Assessment - Execution................................................................................... 5 7 Cleanup Goals......................................................................................................................7 8 Obtain Required Agency Permits and Approvals................................................................. 8 9 Proposed Remediation Scope of Work................................................................................ 8 10 Excavation Backfill and Site Restoration............................................................................ 10 11 Completion Report ............................................................................................................. 10 REFERENCES TABLES 1 Analytical Results - HA -Series Borings Samples 2 Analytical Results - Geoprobe VB -Series Borings Samples 3 Analytical Results -Groundwater Samples FIGURES Figure 1 Vicinity Map Figure 2 Electrical Equipment Plot Plan Figure 3 Soil Boring Locations Figure 4 Proposed Excavation Plan Figure 5 Site Access Plan APPENDICES Appendix A— Site Assessment Report, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California, Leighton Consulting, Inc. April 3, and September 22, 2009 Appendix B - Field Finding Report, Summaries of Field Investigation and Laboratory Analytical Testing, Newport Substation (Retired), SCE Power Production Organizational Unit, Geotechnical Services Group, February 28, 2013 Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard; Newport Beach CA March 25, 2013 REMEDIAL ACTION AND RESTORATION PLAN SCE Newport Substation Site 1516 West Balboa Boulevard Newport Beach, California March 25, 2013 1 Introduction This Remedial Action and Restoration Plan covers remediation of subsurface soils located at the former Newport Substation site. The property is located at the 1516 West Balboa Boulevard, Newport Beach, California. The site location is shown on Figure 1, Vicinity Map. It is identified as Lots 9 and 10, Block 115, Tract No. 234, M.M. 13-36. The property is owned by Southern California Edison (SCE) and was the site of an electrical distribution substation since about 1923. The substation facilities were demolished in 2007, with all equipment and structures being removed at that time. The property is currently fenced and vacant. In conjunction with remediation and restoration, SCE is planning the sale of the property to the City of Newport Beach for unrestricted use. 2 Site Description The substation site is a rectangular shaped parcel with dimensions of 58.72 feet by 100 feet. The site is surrounded by a tall chain link fence on the north, and the northern portions of the east and west. The south side and the southern portions of the east and west sides are enclosed by a tall brick wall. There are chain link double drive gates at the center of the south brick wall and at the northwest corner of the north fence. The site is bordered by an alley to the north, Balboa Boulevard on the south, a wastewater pump station on the east, and a park playground to the west. Further to the north are the buildings, parking lot and other facilities of a yacht club, with Newport Bay being about 200 feet from the site northern boundary. Further to the east are an apartment building and a commercial building. To the south of Balboa Boulevard are located residential dwellings, the sandy beach, and the Pacific Ocean about 800 feet away. Past the playground to the west are other park facilities (tennis courts and parking) and a residential trailer park to the northwest. At the present time, all equipment, foundations and structures have been removed, except for the fences and brick walls. The site was leveled after the demolition and the surface now consists of a mixture of native and fill soils, and the former switchyard gravel surfacing. It is assumed that any excavations made to remove foundations or other substructures were backfilled with on-site soils with minimal compaction. The surface is relatively flat with a slight slope to the south. The site has remained in the current conditions since the demolition activities. Corporate Environmental, Health & Safety Page 1 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 3 Site History SCE operated the site as a distribution substation from 1923 until about early 2007. The purpose of the substation was to receive power at 12,000 volts (12 kV) and step that down to 4,000 volts (4 kV). The power was then distributed to neighborhoods through several circuits via the distribution grid. Hence, step-down transformers (12kV/4kV) were used for transforming the power and circuit breakers (12 kV and 4 kV) were used for switching the power. During the most recent operation of the substation, the equipment included seven step-down transformers (600-670 gallons oil each), two 12 kV circuit breakers (vacuum, no oil), one 4 kV circuit breaker (23 gallon oil), and several smaller oil -filled pieces of equipment. The transformers, 12 kV circuit breakers and 12 kV steel framed switchrack were located outdoors. There was also a small metal substation building which housed the 4 kV electrical equipment, batteries and electrical controls. The substation facilities were located on the northern portion on the property. The southern portion of the site only included a concrete walkway leading from the building to the Balboa Boulevard gate. The layout of the site prior to demolition is shown on Figure 2, Electrical Equipment Plot Plan. Oil -filled electrical equipment manufactured prior to 1980 is assumed to contain Polychlorinated Biphenyls (PCBs) in the oil greater than or equal to 50 mg/kg (ppm), unless determination can be made by Gas Chromatography (GC) analysis. Prior to the equipment removal, laboratory analysis of the oil in the various pieces of equipment was conducted by the SCE Material Testing Laboratory, a State certified laboratory, in January and February 2007. The PCB levels in the oil ranged from less than 2 ppm to 14 ppm. Uniform Hazardous Waste Manifests (UHWM) for the removed equipment, dated July and August 2007, show that the equipment was properly disposed of as either less than 2 ppm PCB, between 2 and 50 ppm PCB, or as non PCB capacitors. These records are kept in the SCE Compliance Management System (CMS) files. The oil from the equipment was disposed as between 2 and 50 ppm PCB. It should be noted that there had been no known recorded oil spills related to the historic operation of the substation, although records dating back through the 1900s were incomplete at best. 4 Previous Site Assessments In 2009, in anticipation of purchasing the site, the City of Newport Beach retained Leighton Consulting, Inc. (LCI) to perform Phase I and II Environmental Site Assessments on the property. The LCI assessment results are presented in reports dated April 3, 2009, and September 22, 2009 (attached to this plan as Appendix A). A total of 29 soil and 7 groundwater samples from 13 borings were obtained during the LCI Phase I and II investigations. The borings were drilled in the former equipment areas and around the site perimeter. The samples were analyzed for PCBs, Total Petroleum Hydrocarbons -carbon chain identification (TPH-cc), Volatile Organic Compounds (VOCs), and Semi -Volatile Organic Compounds (SVOCs). The soils encountered during the investigations consisted of silt, cobbly silt, silty sand, poorly graded sand, and cobbly sand to a depth of 8 -feet. The groundwater level at the site was found to fluctuate with the tides at depths ranging from 5.5 to 7 -feet below ground surface. The groundwater gradient would be variable due to tidal influence. The analyses of soil samples revealed that soils in the area of former equipment were impacted with low levels of TPH-cc and PCBs: At the northwest corner of the site, a low level of TPH-cc (Sample B6, TPH 0,68 mg/L) was detected in the groundwater. This was thought to be from an off-site source as discussed by LCI. It was speculated that the TPH was possibly from a former Corporate Environmental, Health & Safety Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 service station that was located nearby. It should be noted that LCI performed characterization of the equipment areas and the extreme perimeter of the substation. There were large areas of the site interior, mostly in the southern two-thirds of the site that were not investigated. In their September 22 report, LCI recommended that a cleanup be performed in the former equipment area which included a limited boot-shaped area to a depth of five -feet with one smaller area (area of B3 and 137) to a depth of six -feet. This area is shown on Figure 3 of the LCI report and is shown in outline on subsequent plans presented herein. LCI's recommended remedial excavation included approximately 250 cubic yards of soil, disposal of the soil at an approved offsite waste management facility, and confirmation of cleanup adequacy by sampling and analyses of excavation sidewall and floorsamples. 5 Current Site Assessment - Planning The SCE Corporate Environmental Health and Safety (CEHS) Environmental Engineering Section (Environmental Engineering) reviewed the site historical information and the Leighton Consulting reports. It was concluded that since there was little documentation in SCE files, and the LCI investigations were somewhat limited, that additional site characterization would be required. Environmental Engineering generally works with the SCE Power Production Organizational Unit, Geotechnical Services Group (Geotechnical Services) to perform environmental investigations. Hence, Environmental Engineering requested Geotechnical Services perform the additional site characterization investigation. Geotechnical Services, with input from Environment Engineering, prepared a Site Assessment Work Plan dated November 6, 2011 that outlined the procedures to be followed for additional characterization investigations. The work plan is included in the Geotechnical Services "Field Finding Report, Summaries of Field Investigation and Laboratory Analytical Testing, Newport Substation (Retired)," attached to this report as Appendix B. The work plan outlined a phased approach for assessment of the site. The horizontal sampling grid that was selected is one recommended in the US EPA "Field Manual for Grid Sampling of PCB Spill Sites to Verify Cleanup," (Reference 1). The grid is what was developed by the Midwest Research Institute for the EPA, usually termed the MRI Grid. The horizontal grid is 3 meters (10 feet) between sample locations. Sample depth intervals are as discussed below. The following is a brief summary of the approach followed in the work plan for this segment of the work: Phase I Field Testing A. Since there had apparently been no oil -filled equipment on the southern portion of the property, it was not expected that soils would have been affected either at all, or at most only minimally, by oil from equipment related oil spills. Hence, the southern approximate 40% of the property was planned to be sampled first at shallow depths using a hand auger. The shallow soil samples were to be at a depth of 0.5 feet below ground surface (bgs), however 1.0 foot samples would be taken also. The actual surface was not to be sampled since it had been disturbed during demolition. The sample grid locations (12) are shown as the HA -Series (HA -1 to HA -12) on the attached Figure 3, Soil Boring Locations. Excavations for these samples were to be made by using a hand auger with soil samples to be placed in laboratory cleaned glass jars. Initial samples were to be subjected to rush turnaround so that decisions can be made as to whether additional samples in Corporate Environmental, Health & Safety Page 3 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 the southern area would be necessary. Since some of the initial sample analyses results showed significant levels of PCB and TPH-cc, the 1.0 foot deep samples were also analyzed. The analyses results are discussed below in Current Site Assessment -Execution. B. Afterthe initial sampling of the southern area was complete, the northern portion of the site was to be sampled. The sample locations are denoted as VB -Series (V13-1 to V13-31) on the attached Figure 3. Soil samples from the indicated 31 locations were to be obtained at depths of 0.5, 2.5 and 5.0 -feet bgs. Borings were be advanced using a direct push Geoprobe device (drilling contractor: Interphase Environmental, Inc.), and the samples were to be obtained using a driven tube sampler with a direct push technique. By the time the field program for the 31 locations is finished, results from sampling at the first 12 locations would be obtained and a decision could be made if deeper samples in the southern portion of the property were warranted. Thus a second rig mobilization could be avoided. The analyses results forthe northern area samples are discussed below. Phase II Field Testing A. After the initial phase of soil sampling and analyses of both the southern and northern areas was to be completed, and since some of the initial southern sample analyses results showed elevated levels of PCB and TPH-cc (oil range), additional borings were deemed necessary. Hence, 16 additional soil borings were planned on the southern portion along with four borings along the western edge of the northern portion of the property. The southern borings generally were to be drilled at the HA -Series sample locations. The locations are denoted as VB -Series (VB -32 to VB -50) on the attached Figure 3. Samples from these locations were to be obtained at depths of 0.5, 2.5 and 5.0 -feet bgs. Borings were again to be advanced using a direct push Geoprobe device and the samples were to be obtained using a driven tube sampler. The analyses results of these samples are discussed below. B. Groundwater samples were also planned to be obtained from seven new boring locations, and were to be obtained in five of the Phase II VB -Series borings. These locations would be widely spaced about the entire site. The groundwater sample locations on the northern portion are denoted as VGW-Series (VGW-1 to VGW-7). Only one soil sample was to be taken at these locations at a level below the groundwater surface (7-8 feet). These locations are shown on the attached Figure 3. The other groundwater samples were to be obtained in the southern portion of the site from the soil borings V13-35, VB -37, VB -39, V13-44, and VB -46. Groundwater samples were to be taken at below the expected groundwater surface level, 4.5-5 feet. All groundwater samples were to be obtained using a Hydropunch tool on the Geoprobe device. Sample Handling and Analytical Testing As stated above, the planned horizontal soil sampling grid selected was as described in the US EPA "Field Manual for Grid Sampling of PCB Spill Sites to Verify Cleanup," (Reference 1). The reason for using the MRI Grid was to obtain a 95 percent confidence level that all PCB affected soils are characterized and limits of non -affected soils were defined. Groundwater sampling locations were planned to give a broad (statistically significant) coverage over the entire site. All sample handling was planned to meet the Corporate Environmental, Health & Safety Page 4 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 requirements in the US EPA "Verification of PCB Spill Cleanup by Sampling and Analysis," (Reference 2). In coordination with Environmental Engineering, the field work was planned to be conducted by Geotechnical Services. All sample locations were to be laid out to the nearest 0.5 -feet with respect to a horizontal control point at the site northeast corner. The sample locations were to be surveyed for elevation (± 0.1 -foot) relative to a temporary bench mark (TBM) established on the concrete driveway at the west end of the Balboa Boulevard gate. These locations were selected due to the likelihood that they would not need to be disturbed during any future cleanup excavation. The various analyses of soil and groundwater samples were selected for the basis of site remediation requirements and for use in the possible disposal of excavated soils. Analyses of soil samples was planned to be conducted for California Administrative Code Title 22 Metals by ICP -AES, EPA Test Method 60108; Mercury by AA (Cold Vapor) EPA Test Method 7471; Hydrocarbon Chain Distribution (TPH-cc), by EPA Test Method 8015(M); and Polychlorinated Biphenyls (PCBs), by EPA Test Method 8082. Groundwater samples were planned to be analyzed for the same compounds except Mercury would be by AA (Cold Vapor) EPA Test Method 7470; and PCBs were to be analyzed both as filtered and unfiltered samples. Based on if significant low carbon range (C8 -C18) TPH-cc results were found, analyses for Semi -Volatile Organic Compounds (SVOCs) by EPA Test Method 8270 or Volatile Organic Compounds (VOCs) by EPA Test Method 8260 was deemed an option. It is noted that Leighton did not find significant levels of SVOCs or VOCs in their assessments. Laboratory analysis was selected to be performed by Advanced Technology Laboratories, Signal Hill, California, a State certified testing laboratory. 6 Current Site Assessment - Execution Field Investigations The Geotechnical Services group mobilized for the initial (Phase 1) south area sampling on November 7, 2012. These samples (HA -1 to HA -12) were obtained using a hand auger for excavation with samples obtained at 0.5 and 1.0 feet. The mobilization with the drilling contractor, Interphase Environmental, for the Phase I Geoprobe borings (north area; VB -1 through VB -31) was conducted on November 8, 2012. Samples in these borings were obtained at 0.5, 2.5 and 5.0 feet. The mobilization for the Phase II Geoprobe borings (south area, VB -32 through VB -50) was conducted December 8, 2012 with the same sampling depth intervals. The groundwater samples were obtained in Geoprobe mobilizations of November 13, 2012 and December 12, 2012. Other than the hand auger samples, soil borings were advanced using a Geoprobe device with a direct push technique with the samples collected using a pushed stainless steel tube sampler with acetate liner. Groundwater samples were collected using a Hydropunch tool on the Geoprobe device. Sampling was conducted in accordance with the EPA Test Method Guidelines as described above for analytical testing. Samples were sealed, capped, labeled and stored on ice in an ice chest for transport to Advanced Technology Laboratories in Signal Hill, California. Corporate Environmental, Health & Safety Page 5 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 During the drilling and sampling process, the soils encountered were logged and recorded on logs of borings. In general, the soils were found to consist of varying thickness of fill in some areas including sands, gravels and cobbles, underlain by native soils consisting of fine to medium sands and silty sands with minor fine gravels. As each sample was taken, it was screened using a photoionization detector (PID) to check for volatile organic vapors. These readings were recorded on the logs of borings. It is noted that no elevated readings were measured that would indicate the presence of volatile organic compounds in the soil. The groundwater depths, when encountered, were estimated although there is some difficulty with determining the precise level with a Geoprobe system. Groundwater depths were measured to vary from as high as 3.5 feet bgs to the general level of approximately 5 feet bgs. The higher readings may be from possibly perched or semi -perched groundwater. The groundwater level and gradient direction would likely vary with the tides due to the site proximity to Newport Bay and the ocean. The log of borings are presented in the Geotechnical Services "Field Finding Report, Summaries of Field Investigation and Laboratory Analytical Testing, Newport Substation (Retired)," dated February 28, 2013 and attached as Appendix B. There is additional description of the local geology at the site in the Leighton reports attached in Appendix A. Laboratory Analytical Testing The laboratory testing was conducted as described above and as in the Geotechnical Services Work Plan included in their "Field Finding Report, Summaries of Field Investigation and Laboratory Analytical Testing, Newport Substation (Retired)" (see Appendix B). All laboratory testing results are listed in the attached Tables 1, 2 and 3, excerpted from the Field Finding Report. The results of the testing are summarized below: The laboratory analysis detected concentrations of PCBs in soils that were prevalent in a moderate number of samples. The PCBs found were Aroclor 1242, Aroclor 1254 and Aroclor 1260. The highest PCB concentration in soil was 50 mg/kg in sample VB -28 at 5.0 feet (Refer to Table 2). There were no PCBs found above the Practical Quantitation Limit (PQL) of 0.5-1.0 ug/L in any of the groundwater samples. The PCB analyses results for soils are listed in Tables 1 and 2, and groundwater samples in Table 3. The laboratory analysis indicated concentrations of Hydrocarbon Chain Distribution (TPH-cc) in soils samples at various locations and depths at the site. The highest concentration found in soils was 2100 mg/kg in sample HA -11 at 0.5 feet; (C28 -C36 and C36 -C40, oil to asphalt range). There were no TPH-cc concentrations found above the PQL of 0.20 mg/L in any of the groundwater samples. The TPH-cc analyses results for soils are listed in Tables 1 and 2, and groundwater samples in Table 3. The laboratory testing indicated that Metals in the soil samples were below the Title 22, California Code of Regulations (CCR) action levels, except for lead in nine samples. The highest Total Threshold Limits Concentration (TTLC) for lead detected in the soils was 190 mg/kg in sample VB -23 at 0.5 feet (Refer to Corporate Environmental, Health & Safety Page 6 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 Table 2). Based on this information, Waste Extraction Tests (WET) were performed to determine Soluble Threshold Limit Concentration (STLC) values on the following samples with the results indicated below: SAMPLE BORING NO. DEPTH (FEET BGS) STLC LEAD (mg/L) HA -4 0.5 6.4 VB -10 5.0 6.7 VB -11 2.5 33 VB -11 5.0 8.3 VB -12 2.5 7.2 VB -15 5.0 16 VB -19 5.0 8.5 2.5 9.4 39 -50 0.5 5.7 The highest STLC concentration for Lead detected in soils was 33 mg/L in sample VB -11 at a depth of 5.0 feet. The STLC results for Lead indicate that the elevated levels in soil would require the soil to be excavated and managed in accordance with applicable hazardous waste regulations. The analyses results for all of the California listed metals in soils are presented in Tables i and 2. 7 Cleanup Goals As noted above, in conjunction with the site remediation, SCE is considering sale of the property to the City of Newport Beach for unrestricted use. SCE will target a PCB cleanup goal of 0.089 mg/kg (Aroclor 1242, 1254 and 1260) as established within the California Human Health Screening Levels ("CHHSIs") for residential soils (Refer to References 3 and 4). The CHHSLs for PCBs are lower than the EPA Regional Screening Level of 0.22 mg/kg and lower than the more stringent Toxic Substances Control Act (TSCA) regulatory cleanup level specified under 40CFR, 761, 61(b) -Performance-based Disposal Standard. The analytical results for each discrete post cleanup level verification sample will be tabulated and compared to the proposed soil cleanup level of 0.089 mg/kg to verify compliance with the cleanup level. The soil screening levels of 100 mg/kg for gasoline (cc -C4 -C12) and diesel (cc -C13 -C22), and 1,000 mg/kg for heavy hydrocarbons (oils, C23 -C32) established by the California Regional Water Quality Control Board (RWQCB) were used to evaluate TPH left in soils. Hydrocarbon carbon chain compounds greater than C32 would generally be considered solid and immobile, in the range of asphalt. As discussed above, no Tile 22 metals concentrations were found above action levels except for lead in nine samples. The residential action level for lead is 5 mg/L (WET Result) if excavated and 80 mg/L if left in place (Reference 5). Hence, other than lead, metals are not a concern. Of the nine samples, 7 samples are above 80 mg/kg if left in place, however, in the proposed excavation scheme (see below), they would be excavated. Thus, the lead results would be included in how the soils are to be disposed of. Corporate Environmental, Health R Safety Page 7 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 8 Obtain Required Agency Permits and Approvals After finalization of this plan, and agreement of the proposed cleanup plan is reached with the City of Newport Beach, construction drawings based on the work proposed herein will be will be submitted to the City for approval. It is anticipated that construction drawings will include an Excavation Plan and a Grading Plan. The City will review the plans and permits are to be issued prior to the start of the work. It is understood that the city will give preference to review and permit issuance. 9 Proposed Remediation Scope of Work Data Analyses — Plan Preparation The results of the current site assessment investigation, as well as the Leighton Consulting site assessments, were used to develop the proposed remediation plan. It was determined that the only feasible means to cleanup affected soils at the site was excavation and off-site disposal. The recommendations that LCI made in 2009 were based on a limited amount of subsurface investigation and laboratory testing. The current site assessment investigation was conducted to provide SCE and the City of Newport Beach an estimated 95 percent confidence level that the site will be remediated to residential, unrestricted use levels for PCBs and other contaminants. The presence of PCBs in the soils was the determining factor in how extensive the investigation was required, however, the presence of TPH and lead was also considered. Based on the investigation results and the criteria established, a plan for excavation of the affected soils was developed. The resulting plan included excavation of affected soils to below the bottom of samples that showed above action level concentrations of the compounds in question. It was also optimized such that excavation of non -affected or lower than action level soils would be minimized. This was meant to reduce costs and to prevent unneeded soils being placed in landfills. The plan consists of excavation over portions of the site to varying depths as required to remove affected soils. The excavation horizontal limits and depths are shown on the attached Figure 4, Proposed Remedial Excavation Plan. To optimize the planned excavation volumes, different zones are planned at different depths. The excavation zones have depths ranging from 2.0 feet up to 6.0 feet bgs. The construction logistics of performing the actual excavation were also considered in mapping out the different zones. Since the general groundwater depth (5-6 feet) is just at the level of much of the excavation, it will need to be considered during construction. One small area of 6 foot excavation will likely be below the groundwater level. The proposed excavation in total will be approximately 522 cubic yards (CY), in-place volume, or an estimated 835 tons, assuming a soil bulk density of 120 pounds per cubic foot. Proposed Excavation — Execution In order to expedite the remedial excavation, SCE plans to use an environmental construction contractor that is currently retained to perform similar type work. The contractor is Patriot Environmental Services of Ontario CA, a California licensed general contractor with Hazardous Waste certification. Since the excavation is a relatively small portion of the costs compared to that of disposal of affected soils, the excavation will be contracted on a time and expense basis. It is understood that Patriot plans to use a Corporate Environmental, Health & Safety Page 8 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 tracked excavator for excavation. Since there is no space to stage excavated soils or roll -off bins, trucks will be loaded as the excavation progresses. The intent is to have all equipment and truck access from the northern end of the site through the alley. Patriot, along with the SCE Transmission and Distribution (T&D) Environmental Services Safety and Environmental Specialists (SESs) will prepare a site Safety Plan prior to start of work. On-site construction management will be shared by the SCE SES and the Patriot Foreman. Site controls will also be established between Patriot and the SESs. The site will be restricted from access from anyone not involved in the work. Temporary fencing will be installed at the work site as needed and the alley will be fenced to restrict access from the playground to the west. It should be noted that the alley is gated at the far side (west) of the playground and park so that alley access restrictions should not cause inconvenience to neighbors. The site in relation to the alley and neighboring properties are shown on Figure 5, Site Access. SCE will coordinate with the City to provide locations of temporary fencing and access. Temporary erosion control measures will be in place during the duration of the work. At present, the excavation is planned to require approximately five working days. In discussions with Patriot, the excavation should begin at the south (Balboa Boulevard) end of the site and progress toward the north end. Trucks would initially enter the site from the alley gate or if needed the existing north fence would be temporarily removed. Loaded trucks would exit the alley on to 15th Street, head west to Newport Avenue north, then on to the California 55 Freeway north leaving the City. Disposal of Affected Soils Due to TSCA regulated levels of PCBs in soil, SCE will dispose of the excavated material as PCB containing soil assumed with greater than or equal to 500 mg/kg PCB.. SCE will dispose of soils affected by PCBs, Lead or Hydrocarbons at landfills either at Clean Harbors Environmental Services, Inc., in Grassy Mountain, Utah or US Ecology in Beatty, Nevada, both EPA approved PCB Waste Disposal Facilities. The location of the facility that accepts the excavated soils will be verified prior to the start of excavation. Verification Sampling and Analyses In general, most limits of excavation, both vertical and horizontal, are reasonably well defined by the SCE and LCI investigations. The Excavation Plan was prepared based on the abundant amount of data that the investigation generated. However, there are some areas that will require sampling and analyses to verify that the remaining soils are below screening levels for chemical constituents. Presently, additional sampling and analyses is planned in the resulting excavation bottom surface areas correlating to the locations of borings VB -8, VB -10, VB -15, VB -17, VB -19 and VB -20. At these locations the 5.0 foot samples contained PCBs over the 0.089 mg/kg action level or an elevated level of lead in the case of VB -19. As the excavation progresses and at completion, any verification samples deemed necessary will be obtained. Analyses will be as described previously and will be on a rush basis so that the work schedule will not be impacted. it is possible that deeper excavation, and further confirmation sampling and analyses may be required in these areas. Corporate Environmental, Health & Safety Page 9 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 10 Excavation Backfill and Site Restoration After the excavation is completed, any verification analyses are performed, and remaining soils are verified to be below action levels, the site will be ready for backfilling. The source of backfill will be predetermined, likely to be pit run material. Prior to importation, backfill soils will be analyzed for any possible contaminants after the source is determined. Only relatively granular soils that are free from any adverse materials, including chemical contaminants will be used. The bottom of the excavation is to be prepared. If the surface is at, or very close to the groundwater surface, a gravel "mud mat" or other means such as filter fabric may be required to stabilize the bottom. The import soil is to be brought in and spread in lifts not exceeding 12 inches, moisture conditioned to near optimum moisture content, and mechanically compacted. The soils are to be compacted to 90 percent of the maximum dry density determined by ASTM Standard D 1557. This level of compaction is sufficient for support of pavement or other light structures. The SCE Geotechnical Services group will provide testing and reporting of the backfill inspection. The fill will be brought up to match the approximate existing grade, with a slight slope towards the south. It should be noted that the finish grades will not be certified. Unaffected soils remaining that are not excavated for removal of chemical constituents will not be compacted other than surface rolling. The final surface will be left with temporary erosion control measures in-place. The site fence will be restored and the brick walls will remain. It is anticipated that the backfilling operation will require approximately five days. 11 Completion Report After the completion of excavation, backfilling and site restoration, a completion report will be prepared for documentation of all activities and testing. This report shall be maintained by SCE and the City of Newport Beach. Corporate Environmental, Health & Safety Page 10 Environmental Engineering Remedial Action and Restoration Plan 1516 W. Balboa Boulevard, Newport Beach CA REFERENCES SCE Newport Substation Site March 25, 2013 1. "Field Manual for Grid Sampling of PCB Spill Sites to Verify Cleanup," US EPA 560/5-86- 017 2. "Verification of PCB Spill Cleanup by Sampling and Analysis," US EPA 560/5-85-026 3. 'Interim Site Assessment and Cleanup Guidebook," California Regional Water Quality Control Board (CRWQCB), 1996 4. "Use of California Human Health Screening Levels (CHHSLs) in Evaluation of Contaminated Properties," January 2005, California Environmental Protection Agency 5. "Revised California Human Health Screening Level for Lead (Review Draft)", May 14, 2009, Office of Environmental Health Hazard Assessment, California Environmental Protection Agency Corporate Environmental, Health & Safety Page 11 Environmental Engineering Remedial Action and Restoration Plan 1516 W. Balboa Boulevard, Newport Beach CA ATTACHMENTS The following are attached and complete this plan: Figure Vicinity Map Figure 2 Electrical Equipment Plot Plan Figure 3 Soil Boring Locations Figure 4 Proposed Excavation Plan Figure 5 Site Access Plan Tables 1. Analytical Results - HA -Series Borings 2. Analytical Results - Geoprobe Series Borings 3. Analytical Results -Groundwater Samples SCE Newport Substation Site March 25, 2013 Appendix A — Site Assessment Report, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California, Leighton Consulting, Inc. April 3, and September 22, 2009 Appendix B - Field Finding Report, Summaries of Field Investigation and Laboratory Analytical Testing, Newport Substation (Retired), SCE Power Production Organizational Unit, Geotechnical Services Group, February 28, 2013 Environmental, Health & Safety Page 12 ntal Engineering Figures '• COAST Nqb .N ., vY t `y, sr .w'"'n • rroo w �P v � � p� ',1 p, � t� P {r� ,L4���h µ � lno 4 1 fAVFj �Hy� n, pF � Z !N .f.MEa e A j' Sl 4t 3l 0.0 rO °,,�+. ,gF s � MWR V M.a, •, � � a nn.�.a • ir.. nowwR KINGS AD 8 COAST HWY Y trwuv ... es wo n a`tF a uMa.c ar ..y. t4� e i i Iii ii r� � e e a owa^ 'P� a t, i £ •K �I EI WEOR � may` r i. e xc•Mcnr -�JJ1 r ~ � w �aq(a a nvc.co,rro T .v O r� •v . nmccw W ¢ t 8i t w vat, �, Q1( pq F (yp t il� rLy SEM, �>toNr 'a" t aPo CONT '^ 0 0.125 0.25 0.5 0.75 1 1.25 Miles Map Number ygs05010171 s.vumn cNu�a. re�nisce„�. nu wi,.nnn v.,.�menunn aw Target Properly Issued For: Bernard Rapan wwt.na �M�nron•ya,,,em..,w.ny,. .. i�mw�n6 nn n,. w,�va �. a.. wM,.na,wo<Rn.nMwar., ne... ror. wawa vY, ne R Projection: UTM NAD83 Zone 11N Target Property: NEWPORT substation .nYruAwort.mobtrimpl'sd.wiN.op¢IlaMeiNomunanmaeLL Address: 1516 BALBOA BLVD. Approved by: CFeindel wv1iFed "�'"""P'"w ""°"v m.s4 yroauat or o-.�mN�nam GIS Phone: (626)302-9885/2-9857 ^�^�^aa's•n"TM siv«vrm*irw����amsMs� City/State/Zip: NEWPORT BEACH/CA/92663 Supervisor. R. Ramirez � tii n.nn "I'S" N L:ninpN�ia Sourced Thomas Bros. Street Data Created by: J. SchaeOe/J. Finley �, � E D I S O N Figure 1 �^�•+• Date: 10/5/20055:56:42PM11111 .,, L.,,- NEWPORTBAY AMERICAN LEGION 29 BUILDING TRAILER PARK y AMERICAN LEGION YACHT CLUB —' PARKING LOT LANDSCAPE ALYC BUILDING LOCKED GATE ALLEY f LAS ARENAS NEWPORT PUMP APARTMENT COMMERCIAL �I PARK SUB STATION COMPLEX BUILDINGS N �I �— — — BALBOA BOULEVA$D— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4— — i r VICINITY MAP 161_... ------ vIiWPOATO[ACi,G01C06 NOTES LEGEND P6vs013Pry AY ® IXWX.µL CNNNtWN FENCE CTYOFNEN90P1PFOPMA Uu {IO WA s-sm.,LCE% NEWPORT SUBSTATION I me NEWPOR! aEgNL PwTo. I EDISON' o� KRB z IM O ------------- aN p Kai e SS W - g 8 b 71: �� s Z a"mn sam O � o� W III ++X Z o: Z c —- —- —- _____ ____ _,�IBtlOBltlB _—_— _—_—___ b e'BS A'o .o'SL .V'SL AY 0 gp r- T -Ir .all t/,/Vlt 44 o�l o /t AI i e A]lltl E 4 & G R ; o ZO W w m C 2 AAB - I F"SO I I b + + ;®xi ax V-9 > +� > 04 AB �L 1- ® 4q +� + �+ � Y ' b >® >+ m" i+ + v"+ > S Z �g- .0'II R A'BI �S 3 - I !> ! ]o ! RL� \.} � (!§ )zc§]§ | , #2 § � :t �!] c co -�% /lit,}\\I 2 |! � q Tu §3( / | | o` | °A �`� 'AN ® ` / \ | , . ' ' | � / _ Tables Table 1. Summary of Environmental Lab Analytical Testing Results for Hand -Auger Soil Borings. 'Note 1: Only detected concentrations of PCBs are shovm (Aroclor 1242, Aroclor 1254, Aroclor 1260). Page 1 of CA-TTUe 22 Metals Hydrocarbon Chain Distribution (mg/kg) PCBs (mg/kg) 'Note Sample Depth Elev. 1' Surface Notes: to (it) (ft) Elevation TTLC (mg/kg) STLC Lead TCLP Lead (C8- (CIO_ (CI8- (C28- (C36- Aroclor Aroclor Aroclor (mg/L) (mg/L) CIO) C18) C28) .C36) C40) 1242 1254 1260 6.. 99.36 Below Action Level N/A N/A NO NO NO 27 56 NO 0.73 0.11 99.86 HA -1 12" 98.86 NIA N/A N/A NO 12 46 33 36 NO 0.24 0.027 99.86 6" 99.61 Below Action Level N/A N/A NO NO 140 450 340 NO 0.62 0.089 100.11 HA -2 12" 99.11 NlP. N/A NIA NO NO 110 250 170 NO 0.19 0.036 100.11 6" 99.74 Below Action Level N/A N/A NO NO 350 1000 970 NO 0.82 0.19 100.24 HA -3 12" 99.24 N/A N/A N/A NO NO 20 22 44 NO 0.05 NO 100.24 .California 6" 99.42 Lead (53 mg/kg) N/A NO NO NO 11 30 0.074 13 2 99.92 Hazardous HA -0 CA-HAZ (Lead) 12" 98.92 N/A NIA N/A NO NO 13 NO 12 NO 0.062 NO 99.92 6" 99.8 Below Action Level N/A N/A NO NO NO ND ND 0.08 8 1 100.3 HA -5 12" 99.3 N/A N/A N/A NO 20 53 66 55 0.36 1.9 0.3 100.3 6" 99.93 Below Action Level N/A N/A NO NO 19 81 83 0.056 6 0.83 100.43 HAA 12" 99.43 NIA N/A N/A NO NO 58 89 90 1.9 11 1.9 100.43 6" 99.48 Below Action Level N/A N/A NO NO NO 25 75 NO 0.26 0.066 99.98 HA -7 12" 98.96 N/A N/A N/A NO NO 72 120 93 NO 0.37 0.069 99.98 6" 99.78 'Below Action Level N/A N/A NO 230 440 1500 1700 NO 2.8 0.61 100.28 HAA 12" 99.28 NIA N/A N/A NO ND NO NO ND NO 0.044 NO 100.28 6" 100.01 Below Action Level N/A N/A NO ND 12 33 62 0.12 15 2.1 100.51 HA -9 12" 99.51 N/A N/A NIA NO ND NO 28 NO NO 0.17 0.022 100.51 6" 99.48 Below Action Level N/A N/A NO 12 160 530 480 NO 0.25 0.048 99.98 HA -10 12" 98.98 NIA N/A NIA NO NO 110 220 180 NO 0.21 0.043 99.98 6" 99.76 Below Action Level N/A N/A NO 83 730 2100 2100 0.022 1.9 0.18 100.26 HA -11 12" 99.26 NIA N/A N/A NO 22 580 1500 1100 No 1.9 0.22 100.26 6" 100.03 Below Action Level N/A N/A NO NO 260 1100 1700 NO 0.84 0.11 100.53 HA -12 12" 99.53 N/A N/A N/A NO NO 58 92 95 NO 0.079 0.021 100.53 'Note 1: Only detected concentrations of PCBs are shovm (Aroclor 1242, Aroclor 1254, Aroclor 1260). Page 1 of Table 2. Summary of Environmental Lab AnalyticalTesting Results for Geoprobe Soil Borings. Sample ID Depth Elev. CA -Title 22 Metals Hydrocarbon Chain Distribution (mglkg) PCBs (mg/kg) 'See Note 1' Surface Elev. Notes: (R) (B) TTLC (mg/kg) STLC Lead (mglL) TCLP Lead (mg/Ll (C8- C10) (C10- C181 (C18- C28) (C28- C36) (C36- C40) Aroclor 1242 Aroclor 1254 Aroclor 1260 0.5' 100.81 Lead (56 mg/kg) 0.74 NIA ND NO ND NO NO ND ND ND 101.31 VB -1 2.5' 98.81 Below Action Level NIA N/A NO ND ND ND ND NO ND ND 101.31 5' 96.31 Below Action Level N/A N/A NO NO NO NO NO NO ND NO 101.31 0.5' 100.78 Below Action Level N/A N/A ND NO NO 21 15 ND 0.16 0.034 101.28 VB -2 2.5' 98.78 Below Action Level N/A N/A NO NO ND ND ND ND ND ND 101.28 5' 96.28 Below Action Level N/A N/A NO NO ND ND ND ND ND ND 101.28 0.5' 100.67 Below Action Level NIA NIA NO ND ND 12 24 NO NO ND 101.17 V84 2.5' 98.67 Below Action Level NIA N/A NO NO 12 11 12 NO 0.025 ND 101.17 5' 96.17 Below Action Level NIA N/A NO NO ND NO 13 ND ND ND 101.17 0.5' 100.55 Below Action Level NIA N/A NO NO NO NO NO NO ND ND 101.05 VB -4 2.5' 98.55 Below Action Level NIA NIA NO NO ND ND No ND ND ND 101.05 5' 96.05 Below Action Level NIA NIA NO NO NO NO ND ND ND ND 101.05. 0.5' 100.35 Below Action Level N/A NIA NO NO ND ND ND ND ND ND 100.85 VB -5 2.5'98135 Below Action Level N/A N/A NO NO NO ND ND ND ND ND 100.85 5' 95.85 Below Action Level N/A N/A ND NO ND ND ND NO ND ND 100.85 0.5' 99.99 Below Action Level N/A N/A NO ND ND NO NO ND NO ND 100.49 V13-6 2.5' 97.99 Below Action Level N/A N/A ND ND NO ND ND NO NO ND 100.49 5' 95.49 Below Action Level N/A N/A NO NO NO NO ND ND NO ND 100.49 0.5' 100.69 Below Action Level N/A N/A NO ND NO NO NO NO NO NO 101.19 VB -7 2.5' 98.69 Below Action Level N/A NIA NO ND NO ND ND ND NO ND 101.19 5' 96.19 Below Action Level NIA NIA NO NO ND NO ND ND ND ND 101.19 0.5' 100.68 Below Action Level N/A N/A NO NO ND 11 20 ND 0.031 ND 101.18 vB'8 2.5' 98.68 Below Action Level N/A NIA ND ND 15 16 27 ND 0.16 0.033 101.18 5' 96.18 Below Action Level NIA N/A NO NO 23 21 56 ND 0.11 0.026 101.18 0.5' 100.65 Below Action Level NIA N/A ND 14 19 18 21 NO ND NO 107.15 VB -9 2.5' 98.65 Below Action Level N/A NIA NO NO ND 31 64 NO 0.092. 0.019. 101.15 5' 96.15 Below Action Level N/A N/A ND No ND NO ND ND 0.062 NO 101.15 Page 1 of 6 Sample 10 Depth Elev. (ft) CA -Tills 22 Metals Hydrocarbon Chain Distribution (mg/kg) PCBs (mg/kg) 'See Note 1' Surface Elev. Notes: (R) TTLC (mg/kg) STLC Lead (mg/L) TCLP Lead (mg/L) (C8- C10) (CIO- C18) (C18- C28) (C28- C16) (C36- C40) Aroclor 1242 Aroclor 1254 Aroclor 1260 0.5' 100.44 Below Action Level NIA N/A NO 14 12 31 33 NO NO NO 100.94 VB -10 2.5' 98.44 Below Action Level N/A N/A NO NO 33 30 35 NO 0.16 0.036 100.94 5' 95.94 Lead (78 mg/kg) 6.7 CA44AZ N/A NO NO NO NO NO NO 0.097 0.028 100.94 California Hazardous (lead) 0.5' 100.31 Below Action Level N/A NIA NO NO 11 22 21 NO NO NO 100.81 VB -17 2.5' 98.31 Lead (170 mg/kg) 11 CA-HAZ 1.8 NO NO 24 48 54 NO 2.1 0.49 100.81 California Hazardous (lead) 5' 95.81 Lead (52 mg/kg) 8.3 CA41AZ NIA NO NO NO NO NO NO NO NO 100.81 California Hazardous (lead) 0.5' 100.08 Below Action Level N/A N/A NO NO 22 190 170 NO 0.043 NO 100.58 VB -12 2.5' 98.08 Lead (150 mg/kg) 7.2 CA-HAZ 0.8 NO NO NO NO NO NO 0.22 0.044 100.58 California Hazardous (lead) 5' 95.58 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.58 0.5' 100.81 Below Action Level N/A N/A NO NO 22 24 32 ND NO ND 101.31 VB -13 2.5' 98.81 Below Action Level N/A NIA NO NO NO NO NO NO 0.058 NO 101.31 S. 96.31 Below Action Level N/A N/A NO 18 34 52 58 NO 0.067 0.016 101.31 0.5' 100.6 Lead (89 mg/kg) 1.9 NIA NO NO NO NO 23 NO NO NO 101.1 VB -14 2.5' 98.6 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 101.1 5' 96.1 Below Action Level NIA N/A NO NO NO NO NO NO NO NO 101.1 0.5' 100.55 Below Action Level N/A N/A NO NO NO 17 26 NO NO NO 101.05 VB -15 2.5' 98.55 Lead (50 mg/kg) 4.2 N/A NO NO 29 37 33 0.06 0.6 0.094 101.05 5' 96.05 Lead (91 mg/kg) 16 CA-HAZ N/A NO 13 48 77 '69 NO 0.16 0.066 101'.05 California Hazardous (lead) 0.5' 100.37 Below Action Level N/A NIA NO NO NO 15 28 NO 0.021 NO 100.67 VB -16 2.5' 98.37 Below Action Level N/A N/A NO NO 380 380 750 0.066 0.69 0.14 100.87 5' 95.87 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.87 0.5' 100.26 Below Action Level N/A NIA NO NO NO 22 46 NO 0.02 NO 100.76 VB -17 2.5' 98.26 Lead (54 mg/kg) 4.7 N/A NO NO 26 48 54 NO 2.4 0.42 100.76 5' 95.76 Below Action Level N/A N/A NO 13 28 45 55 NO 5 0.86 100.76 100.1 Lead (58 mg/kg) 4.9 N/A NO ND 40 110 120 NO 4. 0.75 100.6 L0.5' VB -18 2.5' 98.1 Below Action Level N/A NIA NO ND 79 30 41 0.47 5.3 0.94 100.6 S. 95.6 Below Action Level N/A NIA NO ND ND ND NO NO 0.027 NO 100.6 Page 2 of 6 Sample ID Depth Elev. CA -Title 22 Metals Hydrocarbon Chain Distribution (mg/kg) !CBS (mg/kg) 'Seo Note Surface Elev. Notes: (ft) (ft) STLC Lead TTLC (mglkg) (mg/L) TCLP Load (mg/L) (C8- (C10- (C18- (C28- C10) C18). C28) C36) (C36- C40) Aroclor 1242 Aroclor 1254 Aroclor 1260 0.5' 100.7 Below Action Level N/A N/A NO NO NO NO NO NO NO ND 101.2 VS -19 25' 98.7 Below Action Level N/A N/A NO NO NO NO ND ND NO NO 101.2 5' 96.2 Lead (84 mg/kg) 8.5 CA-HAZ NIA NO NO NO NO NO ND NO ND 101.2 California Hazardous (lead) 0:5' 100.53 Below Action Level NIA N/A NO NO ND NO 27 NO 0.032 NO 101.03 VB -20 2.5' 98.53 Below Action Level N/A NIA NO NO NO NO 18 NO 0.069 NO 101.03 5' 96.03 Below Action Level N/A N/A NO NO NO NO 17 NO 3.6 0.67 101.03 0.5' 100.55 Below Action Level N/A N/A NO NO NO 17 23 NO 0.57 0.099 101.05 VB -21 2.5' 98.56 Lead (67 mg/kg) 3.5 N/A NO NO 800 1800 1100 ND NO ND 101.05 5' 96.05 Below Action Level N/A N/A NO NO NO ND ND NO NO ND 101.05 0.5' 100.6 Below Action Level N/A N/A NO ND NO NO ND 0.094 0.42 0.046 101.1 VB -22 2:5' 98.6 Below Action Level N/A N/A NO NO NO NO NO NO 0.09 ND 101.1 5' 96.1 Below Action Level N/A NIA ND NO ND NO ND NO NO NO 101.1 0.5' 100.46 Lead (190 mg/kg) 4.0 ND ND NO NO NO 23 1.8 16 2.2 100.96 VB -23 2.5' 98.46 Below Action Level N/A NIA NO NO NO NO ND NO 0.024 NO 100.96 5' 95.96 Below Action Level N/A N/A NO NO NO NO ND NO NO NO 100.96 0.5' 100.23 Below Action Level N/A N/A ND NO NO 20 59 1.1 6.8 0.94 100.73 VB -24 2:5' 98.23 Below Action Level N/A N/A NO ND ND ND NO NO 0.019 NO 100.73 5' 95.73 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 100.73 0.5' 100.6 Below Action Level N/A N/A NO NO NO NO NO 0.099 1.2 0.18 101.1 VB -25 2.5' 98.6 Below Action Level N/A N/A NO NO NO NO ND NO NO NO 101.1 5' 96.1 Below Action Level N/A N/A NO NO NO NO ND ND NO NO 101.1 0.5' 100.49 Below Action Level NIA N/A NO NO NO NO No 0.026 0.24 0.081 100.99 VB -26 2.5' 98.49 Below Action Level NIA N/A NO NO NO NO NO NO NO ND 100.99 5' 95.99 Below Action Level N/A NIA NO NO NO NO NO. NO NO NO 100.99 0.5' 100.52 Below Action Level NIA N/A NO NO NO NO NO 0.82 6.9 1.3 101.02 VB -27 2:5' 98.52 Below Action Level NIA N/A ND NO NO NO ND NO NO ND 101.02 5' 96.02 Below Action Level NIA N/A NO NO NO NO ND NO NO NO 101.02 Page 3 of 6 Sample ID Depth (B) Elov. (B) CA-Tldo 22 Metals Hydrocarbon Chain Distribution(mglkg) PCBs(mglkg) 'See NOW V Surface Elov. Notes: TTLC (mg/kg) STLC Lead (mg/L) TCLP Lead (mg/L) (CB- CIO) (CIO- C181 (C18- C28) (C28- C36) (C36- C40) Areclor 1242 Aroclor 1264 Aroclor 1260 0.5' 100.45 Below Action Level N/A NIA 12 32 270 1100 900 4.6 50 7.6 100.95 California Hazardous PCB9 VB-28 2.5' 98.45 Below Action Level NIA NIA NO NO NO ND ND ND 0.028 NO 100.95 5' 95.95 Below Action Level N/A NIA NO ND NO NO NO NO NO NO 100.95 0.5' 100.2 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.7 VB-29 2.5' 98.2 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.7 5' 95.7 Below Action Level NIA NIA NO NO NO NO NO NO NO NO 100.7 0.5' 100.21 Below Action Level NIA N/A NO NO 110 320 240 NO 0.024 0.027 100.71 VB-30 2:5' 98.21 Below Action Level NIA N/A NO NO NO NO NO NO NO NO 100.71 5' 95.71 Below Action Level NIA N/A NO NO NO NO NO NO NO NO 100.71 0.5' 100.27 Lead (120 mg/kg) 2.0 0.64 NO NO NO NO NO NO 0.039 0.022 100.77 VS-31 2.5' 98.27 Below Action Level N/A N/A NO NO NO NO NO NO NO ND 700.77 S. 95.77 Below Action Level N/A N/A NO NO NO NO ND NO NO NO 100.77 VBJ2 2.S' 98.6 Below Action Level N/A N/A NO NO ND NO NO NO NO ND 101.1 5' 96.1 Below Action Level N/A N/A NO NO NO NO ND ND NO NO 101.1 2.5' 98.49 Below Action Level N/A N/A NO NO NO NO ND ND NO ND 100.99 VBJ3 5' 95.99 Below Action Level N/A NIA NO 15 NO NO ND NO NO NO 100.99 25' 98.27 Below Action Level N/A NIA NO NO NO ND ND NO NO NO 100.77 VB-34 5' 95.77 Below Action Level N/A N/A NO 11 NO ND NO NO NO NO 100.77 2.5' 97.74 Below Action Level N/A N/A NO NO NO ND NO ND NO NO 100.24 VB-3S 5' 95.24 Below Action Level NIA N/A NO NO NO NO NO ND NO NO 100.24 'NOW 6' 94.24 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 100.24 2 2.5' 97.61 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.11 VB-36 5' 95.11 Below Action Level N/A NIA NO 11 NO NO NO NO NO NO 100.17 2.5' 97.36 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 99.86 VB-37 5' 94.86 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 99.86 6' 93.86 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 99.86 2.5' 97.93 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 100.43 VB4B S. 95.43 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.43 Page 4 of 6 Sample ID Depth (fl) Elev. (fl) CA -Title 22 Metals Hydrocarbon Chain Distribution (mg/kg) PCBs (mglkg) 'See Note i' Surface Elev. Notes: TTLC (mglkg) STLC Lead (mglL) TCLP Lead (mg/L) (CO. CIO) (C10- Cie) (C18- C281 (C28- C36) (C36- C40) Aroclor 1242 Aroclor 1254 Aroclor 1260 2.5' 97.8 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 100.3 VS -39 5' 95.3 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 100.3 G. 94.3 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 100.3 2.5' 97.42 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 99.92 VB -40 5' 94.92 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 99.92 2.5' 98.01 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.51 VB -41 5' 95.51 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 100.51 2.5' 97.78 Lead (56 mglkg) 3.0 NIA NO NO NO NO NO NO NO NO 100.28 VBA2 S. 95.28 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 100.28 2.5' 97.48 Below Action Level N/A NIA. NO NO NO NO NO NO NO NO 99.98 VB43 5' 94.98 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 99.98 2.5' 98.03 Below Action Level NIA N/A NO NO NO NO NO NO NO NO 100.53 VB -44 V 95.53 Below Action Level NIA N/A NO NO NO NO NO NO NO NO 100.53 'Note 6' 94.53 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 100.53 2 2.5' 97.76 Below Action Level NIA NIA NO NO NO NO NO NO NO NO 10D.26 VB45 5' 95.28 Below Anion Level NIA WA NO NO NO NO NO NO NO NO 100.26 2.5' 97.48 Below Action Level N/A WA NO NO NO NO NO NO NO NO 99.98 V846 5' 94.98 Below Action Level NIA NIA NO NO ND NO NO NO NO NO 99.98 6' 93.98 Below Action Level NIA N/A NO NO NO NO NO NO NO NO 99.98 0.5' 99.74 Below Anion Level N/A NIA 12 25 75 270 220 NO 0.066 0.022 100.24 VB -47 2:5' 97.74 Below Action Level NIA N/A NO 11 NO 12 ND NO NO NO 100.24 5' 95.24 Below Action Level NIA NIA NO NO NO NO NO NO NO NO 100.24 0.5' 99.61 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.11 VB -48 2.5' 97.61 Below Action Level NIA NIA NO NO NO NO NO NO NO NO 100.11 5' 95.11 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 100.11 0.5' 100.03 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 100.53 VB -49 2.5' 98.03 Lead (120 mg/kg) 9.4 CA44AZ 1.3 NO 11 NO 13 NO NO NO NO 100.53Callfornla Hazardous (load)'Note 2 5' 95.53 Below Action Level N/A NIA ND NO NO NO NO NO NO NO 100.53 'Note2 Page 5 of 6 0 V) m a 9 N `ni " o N o = z d � a 9 U C9 O O O O O O N O N ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Z Z Z Z Z Z Z Z Z O m• n Z z Z Z Z Z Z Z Z 2 Q oo N 41 °o Q �- U N 6• D uv ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ QN a Z Z Z Z Z Z Z Z Z Z O 0 0 ❑ O ❑ ❑ o ❑ ❑ ❑ ❑ U V Z Z Z Z Z 2 Z Z E E 5 uu Z Z Z Z Z Z Z Z Z a z ❑ mry m ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ c uu z z z z z z z z u L V V H Z z Z Z Z Z Z Z Z x T d O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Z U V Z Z Z Z Z Z Z Z Z Z a dj Ja g E Z z z Z Z z z Z Z z Z z z z z z z z z z �V N q_ J� SQ T Q Q g u i z z z z z z z z z z z z z z z r �E � N y, a U _ aT Ta v a d E co ° 0 0 0 cc 0 0 0' E J V d TJ F] V V m m of 0 m 0 m m m >� 10 N N r 10 m N N 0 O f0 f0 W N OI N O N T Of T N O• QI 0 o N n m O N fl v N Iq 1� E❑ 'P 3 3 3 3 3 3 3 0 V) m a Table 3. Summary of Environmental Lab Analytical Testing Results for Groundwater Sampling. Sample ID CA -Title 22 Metals (mglkg) Hydrocarbon Chain Distribution (mg/kg) PCEIS (mglkg) Notes (CB -010) (C10 -C18) (C18 -C28) (C28 -C36) (C36 -C40) PCBs PCBs Filtered Estimated depth of groundwater: VGW-1 See Lab Results NO NO NO NO ND NO NO 4.5 VGW-2 See Lab Results NO ND NO NO NO NO ND 4.5 VGW-3 See Lab Results NO NO NO NO ND NO NO 4.5 VGW-4 See Lab Results NO NO NO NO ND ND NO 4.5 VGW-5 See Lab Results NO NO NO NO ND ND NO 4.5 VGW-6 See Lab Results NO NO NO NO NO NO NO 4.5 VGW-7 See Lab Results NO ND NO NO NO NO ND 4.5 GW -VB -35 See Lab Results NO NO NO NO ND ND ND 4.6 GW -VB -37 Sae Lab Results NO ND NO NO NO NO ND 4.1 GW -VB -39 Sea Lab Results NO NO NO NO NO NO NO 4.6 GW -VB -44 See Lab Results NO NO NO NO ND ND No 5.0 GW -VB -46 See Lab Results NO ND NO NO NO ND NO 4.3 Page 1 of 1 . s Leighton Consulting, Inc. A LF.IGNTON GROUP COMPANY TRANSMITTAL To: City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, California 92663 Attention: Mr. Mark Reader Transmitted: X Mail/OvemTht Courier, Pick Up Email The Following: Draft Report X Final Report Extra Report Proposal Other Date: September 24, 2009 Project No. 602497-003 For. X Your Use As Requested Subject: Site Assessment Report, Marina Park, 1516 West Balboa Boulevard, Neyort Beach, California Distribution: (2 + 4 cd) Addressee LEIGHTON CONSULTING, INC. By: Meredith Church 17781 Cowan m Irvine, CA i0• SITE ASSESSMENT REPORT MARINA PARK, 1516 WEST BALBOA BOULEVARD NEWPORT BEACH, CALIFORNIA Prepared For: 3300 Newport Boulevard Newport Beach, California 92663 Project No. 602497-003 September 22, 2009 Leighton Consulting, Inc. A LEIGHTON GROUP -COMPANY Leighton Consulting, Inc. A LEIGNTON GROUP COMPANY September 22, 2009 Project No. 602497-003 To: City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, California 92663 Attention: Mr. Mark Reader Subject: Site Assessment Report, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California INTRODUCTION Leighton Consulting, Inc., (Leighton Consulting) is pleased to present this Site Assessment Report sltmmari7ing environmental conditions in association with the property located at 1516 West Balboa Boulevard, in Newport Beach, California (referred to as the "Subject Property", Figure I — Site Location Map). This report is based on Leighton Consulting's "Revised Proposal to Perform Additional Site Assessment, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California", dated July 17, 2009 (Leighton Consulting, 2009a). References are presented in Appendix A. SITE BACKGROUND The subject property is a rectangular parcel that is approximately 5,360 square feet in size located on the Balboa Peninsula, north of West Balboa Boulevard between 15a' and 16's Streets in Newport Beach, California (Figure 1, Site Location Map). The subject property was formerly used as an electrical substation by Southern California Edison from at least 1929 to 2008 (Figure 2, Site Aerial Photograph). The control room and the transformers were removed in 2008 and the subject property is currently vacant. The site is proposed to be used as a parking lot for the Marina Park development 17781 Cowan ■ Irvine, CA 92614-6009 602497-003 Leighton Consulting conducted a Phase I and Phase II ESA for the Subject Property to assess for potential subsurface impacts from equipment and hazardous substances, such as PCB -containing oil, associated with the former electrical substation (Leighton Consulting, 2009b). Soil sample locations were selected based on aerial photographs, a site plan provided by Southern California Edison depicting the locations of the former equipment, and a discussion with Mr. Bernard Rapan regarding the location of equipment that may have contained PCBs. On March 10, 2009, Leighton Consulting advanced five hand auger borings at the subject property to a maximum depth of 2 feet bgs and collected from each location a soil sample at a depth of approximately 0.5 feet bgs and the second between 1.3 and 2.0 feet bgs. Soil conditions were very gravelly with cobbles and refusal was encountered in boring B2, 133, and B4 at 1.5, 1.3, and 1.8 feet bgs, respectively, and soil samples were obtained from the maximum depth reached at these locations. All of the soil samples (10 total) were analyzed for total petroleum hydrocarbons — carbon chain (TPH-cc, C8 -C40), by EPA 8015B and for PCBs by EPA Method 8082. Based on the initial results, the three samples with the highest TPH-cc results were also analyzed for semi -volatile organic compounds (SVOCs), and the three samples with the highest results in the C8-Clo range were also analyzed for volatile organic compounds (VOCs) and TPH as gasoline (TPH-g). TPH-cc was detected in nine of the ten samples at concentrations ranging from 16 milligrams per kilogram (mg/kg) to 110 mg/kg. TPH-g (C4 -C12) was not detected above laboratory limits in the three samples analyzed. The soil screening levels established by the RWQCB are 100 mg/kg, for gasoline (C4 -C12) and diesel (C13 -C22), and 1,000 mg/kg for heavy hydrocarbons (C23 -- C32) (CRWQCB, 1996). Aroclor 1248, a PCB, was detected in one sample, B5-0.5 at 0.048 mg/kg. In addition, Aroclor 1254 was detected in four of the ten samples from 0.022 mg/kg to 92 mg/kg. The Industrial Regional Screening Level (RSL -I) for Aroclor 1248 and Aroclor 1254 is 0.74 mglkg for each (USEPA, 2008). No additional PCBs were detected at the subject property. No VOCs or SVOCs were detected in the samples analyzed. Based on the results of the initial Phase II ESA, Leighton Consulting recommended that additional samples should be obtained at the subject property to assess the vertical and lateral impacts to soil, and to assess potential impacts to groundwater. The boring locations and summary of the detected analytes from the initial Phase II ESA, and this subsequent Site Assessment, are shown on Figure 3, Site Plan and Laboratory Data Summary. The laboratory report and results of the laboratory analysis are included as Appendix B and Table 1, respectively. -2- Leighton 602497-003 SUMMARY OF WORK CONDUCTED Boring Location Mark Out and Underground Service Alert (USAI Leighton Consulting delineated the site with white paint as appropriate for USA identification. USA was then contacted at least 43 hours prior to the commencement of field activities to designate underground utility locations. Health and Safety Plan A Site Specific Health and Safety Plan (HSP) was prepared for work to be performed at the site. The HSP complied with the Occupational Safety and Health Administration (OSHA) regulation 29 CFR 1910.120. All onsite, personnel signed the HSP acknowledging acceptance. The document was kept onsite at all times during the field activities. Environmental Borings On August 3, 2009, Leighton observed and directed field activities during the advancement of 8 direct -push soil borings by Millennium Environmental, Inc. (Millennium). Millennium's hydraulically -driven drilling rods were 1.5 inches in diameter and constructed of steel with a hardened drop-off steel tip. The sampling tip was decontaminated between each sample location by triple washing in water with a phosphate free detergent, water, and deionized water. Soil borings were advanced to a total depth of 8 feet bgs and groundwater was encountered between 5.5 to 7 feet bgs. Soil samples were obtained in acetate sleeves at 2 feet bgs, 5 feet bgs and/or the soil/eoundwater interface. In addition, a grab groundwater sample was obtained from each location. The table below summarizes the sample location depth:. Boring —Depth to Groundwater feet bgs) Sample Depth feet bas) B6 7 2, 5, 7, GW B7 7 2, 5, 7, GW B8 5.9 2, 5, GW, GW duplicate B9 6 2, 6, GW BIO 6 2, 6, GW B11 5 2, 5, GW B12 6 2, 6, GW B13 5.5 2, 5, GW -3- Leighton 602497-003 Soil sample headspace readings were recorded with a photoionization detector (PID). The soil samples retained from each boring were immediately placed in an ice -cooled chest for temporary storage, and transported to Advanced Technology Laboratories (ATL) in Signal Hill, a State of California Certified laboratory for chemical analysis. The soil boring logs are included in Appendix C. Laboratory Analyses A total of 27 soil and groundwater samples from the 8 boring locations were submitted to ATL for analysis. Samples were analyzed for one or more of the following constituents: • TPH-g by EPA Method 8015b (C4 -C12) • TPH-cc by EPA Method 8015b (C8 -C40) • PCBs by EPA Method 8082 • VOCs by EPA Method 8260b • SVOCs by EPA Method 8270c Standard laboratory quality control procedures were conducted and included the running of blanks, matrix -spike samples and matrix -spike duplicate samples. The laboratory report and results of the laboratory analysis are included as Appendix B and Table 1, respectively. ENVIRONMENTAL INVESTIGATION RESULTS According to the Soil Survey of Orange County and Western Part of Riverside County, the Site is located within the soil type of "beaches." Beaches is described as sandy, gravelly, or cobbly coastal shores that are washed and rewashed by tidal and wave action (United States Department of Agriculture, 1978). Soils encountered during the subsurface investigation at the Subject Property consisted of silt, cobbly silt, silty sand, poorly graded sand, and cobbly sand to the total depth explored of 8 feet bgs. Groundwater was encountered between 5.5 to 7 feet bgs. The Pacific Ocean is located. 650 feet to the southwest of the Subject Property and a marina with boat slips in the Newport Channel of Newport Bay is located approximately 180 feet to the northeast of the Subject Property; therefore, the groundwater gradient is expected to be variable. -4- Leighton 602497-003 Laboratory Analysis of Soil Samoles Total petroleum hydrocarbons — carbon chain (TPH-cc, C8 -C40), was not detected the soil samples analyzed, with the exception of B7-5' at a concentration of 41 mg/kg. TPH-cc was not detected in the deeper soil sample obtained at B7-7' or in the groundwater from Boring B7. During the previous investigation consisting of Borings B1 -B6, TPH-cc had been detected at a concentration from 16 mg/kg to 110 mg/kg in nine of the ten soil samples. The soil screening levels established by the RWQCB are 100 mg/kg for gasoline (C4 -C12) and diesel (C13 -C22), and 1,000 mg/kg for heavy hydrocarbons (C23 -C32) (CRWQCB, 1996). Two of the samples contained TPH-cc over 100 mg/kg, B1-0.5' and B3-1.3' at 110 mg/kg each; however, approximately half of the TPH was in the heavy hydrocarbon range from C28 -C40. The PCB Aroclor 1254 was detected in four of the samples analyzed: B7-2' at 0.36 mg/kg, B7-5' at 0.059 mg/kg, B9-2.0' at 0.35 mg/kg, and B10-2' at 0.28 mg/kg. The PCB Aroclor'1242 was detected in two samples analyzed: B7-7.0' at 0.036 mg/kg and B12-2,0' at 0.028 mg/kg. PCBs were not detected in the remaining soil samples analyzed. In the previous investigation consisting of Borings B1 -B6, the PCB Aroclor 1248, was detected in one sample, B545 at 0.048 mg/kg. In additiou,'Aroclor 1254 was detected in four of the ten samples from 0.022 mg/kg to 92 mg/kg. The Residential and Industrial Regional Screening Level (RSL -R and RSL -I) for Arocloi 1242, 1248, and 1254 is 0.22 mg/kg and 0.74 mg/kg for each, zespecitvely.(USEPA, 2009). TPH-g, VOCs, and SVOCs were not detected above the laboratory detection limits in the soil samples analyzed, with the exception that several SVOCs were detected in B7-5.0: feet bgs, including benzo(a)anthracene at 0.44 mg/kg, chrysene at 0.43 mg/kg, fluoranthene at 0.47 mg/kg, phenanthrene at 0.46 mg/kg, and phenanthrene at 0.76 mg/kg. All of the SVOCs were below their corresponding RSL -I, and all were below their corresponding RSL -R, with the exception of benzo(a)anthracene (the RSL -R is 0.15 mg/kg). TPH-g, TPH-cc, and PCBs were not detected in any of the groundwater samples, with the exception that TPH-cc was detected in the groundwater from B6 at the northwest comer of the. Subject Property at a concentration of 0.68 milligrams per liter (mg/L). The analytical results are summarized in Table 1, located at the rear of the report text. The laboratory reports are included as Appendix B. A soil laboratory data map that summarizes the detected analytes (TPH-co and PCBs) is included as Figure 3. -5- Leighton 602497-003 CONCLUSIONS AND RECOMMENDATIONS The PCB Aroclor 1254 was detected above the RSL -I of 0.78 mg/kg in two soil samples, B1-0.5' at 4.2 mg/kg and B5-2.0' at 92 mg/kg. Additionally, Aroclor 1254 was detected above the RSL - R of 0.22 mg/kg in three soil samples, B7-2.0' at 0.36 mg/kg, B9-2.0' at 0.35 mg/kg, and B10- 2.0 mg/kg. In addition, the SVOC benzo(a)anthracene was detected above the RSL -R of 0.15 mg/kg in one soil sample, B7-5 at 0.44 mg/kg. The California Regional Water Quality Control Board (CRWQCB) has developed maximum soil screening levels for Total Petroleum Hydrocarbons (TPH) above drinking water aquifers. Since there is no adequate measure of risk or toxicity of TPH, the screening levels for TPH is based on the carbon range numbers of the TPH (CRWQCB 1996, Table 4-1). The maximum screening levels for soil located 0 to 20 feet above groundwater is as follows: C4 — C12 (gasoline range): 100 mg/kg, C13 — C22 (diesel range): 100 mg/kg, C23 - C32 (oil range): 1,000 mg/kg. These ranges reflect the mobility of the materials; the shorter carbon chain TPH moves more easily in soil than the longer carbon -chain. Soil with TPH detected below the soil screening levels with no additional hazardous constituents present generally may remain onsite without posing a threat to the groundwater or human health. Two of the samples contained TPH-cc over 100 mg/kg, B1-0.5' and B3-1.3' at 110 mg/kg each; however, approximately half of the TPH was in the heavy hydrocarbon range from C28 -C40. Based on the laboratory results, the detected levels of TPH in the samples analyzed were below the maximum soil screening levels established by the CRWQCB (CRWQCB, 1996). In addition, the Subject Property is located adjacent to Newport Bay and the groundwater is expected to be - brackish and not suitable for drinking water. The TPH-impacted soil is not expected to be a threat to groundwater or human health. The Subject Property is reportedly to be developed with an asphalt paved parking lot for the Marina Park project. Because the proposed development is for commercial purposes, the Site should be remediated to at least industrial standards; however, it is recommended that the Site be remediated to the more conservative residential standards. Leighton Consulting recommends that areas where soilcontamination has been detected above the residential Regional Screening Level (RSL -R) be remediated by excavation and disposal to an appropriate facility. The approximate area and depth recommended for excavation is depicted on Figure 3. A depth of approximately 5 feet bgs is recommended for & area with the exception of B7, where a depth of 6 feet bgs is recommended. Confirmation soil samples should be taken to ensure that the RSL -R target goals have been met, and confirmation samples may limit or expand the area and depth required for excavation to meet these goals. 6 - Leighton 602497-003 It is Leighton Consulting's opinion that the low levels of TPH-cc detected in the groundwater from the northwest comer of the subject property appears to be from an offsite source and is not considered likely to be a threat to human health or the environment or to require mitigation. The offsite source may possibly be from the use of Newport Harbor for boating and marina purposes or from a former gasoline release to soil and groundwater by a Mobil gas station located at 1500 Balboa Boulevard located approximately 90 feet to the east of the Subject Properly. If the City of Newport Beach desires a closure letter from a regulatory agency, this report should be submitted to the Orange County Health Care Agency (OCHCA) and an agreement for the voluntary oversight program should be requested. If oversight is requested, the OCHCA requires an approved Remedial Action Plan (RAP) and a Workplan prior to mitigation. We appreciate the opportunity to serve the City of Newport -Beach. Please do not hesitate to call the undersigned at (949)-681-4208, if you have any questions regarding the findings of this report. Respectfully submitted, LEIGHTON CONSULTING, INC. Meredith Church, PG 8326 Project Geologist Senior Reviewer: Richard Williams, PG Attachments: Figure 1 — Site Location Map Figure 2 — Site Aerial Photograph Figure 3 — Site Plan and Laboratory Data Summary Table 1 — Soil Analytical Results Summary Appendix A — References Appendix B — Laboratory Analytical Results Appendix C — Soil Boring Logs Distribution:(2 + 4 cd) Addressee M Wu -7- Leighton Approximate Site !; Boundary .�Y r . e 1516 West Balboa Boulevard Newport Beach, California 9Y t S w S j a .yW a • .moi ; � o x.ogo A.000 SCALE FEET �� _ _ _ -.� .• 9au WX 1J5p5 Twag. kNtq Ne Veal Bean Cuaem z% Cagbmb TS a a in. Cmge Caunry. 1979 Approximate Site !; Boundary .�Y r . e 1516 West Balboa Boulevard Newport Beach, California Project Ko. SITE LOCATION 602497-400 MAP Date August 2009 Figure 1 umsvamwss.x+:.wmisranq.�elv�x cur 6aslc-s<xttvpm.a 9Y t S w S Project Ko. SITE LOCATION 602497-400 MAP Date August 2009 Figure 1 umsvamwss.x+:.wmisranq.�elv�x cur 6aslc-s<xttvpm.a x a r - x I 86-20 410 -0.033 86.5.0 470 Pft 86-7.0 410 NA 86 -GW 0.68 -0.005 PCE ID ID1242'125a62-0.5550.033 Sample B7-0.5 710 4.2 I 880 - 3-500 -6 bgs' 3-500 KVA 81-2.0 <10 -0.016 / e] 2 . ria xv Sample TPH4cc 'gjpdpr •ID. 1254 ® B4 \No. 1BANK WH<o PCBs B10-2.0 <1D 0.28 A.C. Ipae 0 KVA 68.20 410 -0,033 B10-6.0 470 <16 611K,W -020 ,4-1000 y fe to/4 KV 88-5.0 <10 <0.033 - - [A:0.00051 3' B8 -GW 4022 -0:0005 Sample TFH-cc ,Arodgr Aroddr' - v ' B10 ,G rev a `, B8-Oup <0.22 <0.0005 ID .: •. .. :.1256 ..1248%/ $ - ® m - Emits and deptti . 85-05 40 40.016 0.0 3 B5 t e o' = recommended for 85-2.0 28 92 <0.016 q , m Excavation . SID le . Be TPH<c x4°r aw o c " ' - 0 a 84-0.5 62 <0.016 Sample 0mvCD TP14ca i " ry 64-1.8 76 0.028 416 to m 89.2.0 <10 0.35 3` = - w 811 89 6.0 <10 <16 B7 -GW 89 -GW <0.20 0.0005 03 -0.0065 -0.0005 to 3 m m _ LEGEND Sample Arodoi ID _. _TPH-ac : 1242 B7 5w Boding Location and to 812-2.0 <10 0.028 x e B7415admrced3/1012009 812b.0 410 c16 e6-813 advanced 8r =9 S pt. PCBs _ IDPH mglkg 6timgramspertapgran 1:13-2.0 NA -0.033 pCBp potychlodnated Biphenyls.Anxlor 'B12 73.5.0 NA <0.033 1242 1278, and 1254 am PCBs. b RSL4 Ra&nal Screening Level - R9LR Indus Wal (1), Residential (R) B13 TPHm Vial Petroleum Hydrocarbons, - ® Carbon Chain (CB -C40) SamWolatile oiganic Compounds detected Ber¢e(a)anhracene exceeded RSLR of 0.15 rrgfkg Baliboa All lab data reported In mglkg (soll) Bfy1/ or mg/L(water) Red color Indicates detection above NORTH the RSL -I of 0.74 mg/kg and the RSL -R cf 0.22 mglkg forAroclor Note: AB structures have been removed from the site and It is presently vacant 1242I124e/1254. Modified from Southern California Edison Map, 280674, Master Index: M506, Newport Beach Substation Electrical Equipment Plot Plan, Revision dated July 27, 1960. Note indicated that oll in electrical equipment was mineral oil. SITE PLAN AND ` Project No. 602497-003 LABORATORY DATA scale 1^=15' EngrJGeol. MDC SUMMARY Drafted By MDC 1516 West Balboa Blvd Leighton Consulting, Inc. Date September, 2009 Newport Beach, California A LEIGHTON GROUP COMPANY Figure Sample �� PCas ID 86-20 410 -0.033 86.5.0 470 -0.033 86-7.0 410 NA 86 -GW 0.68 -0.005 Sampo 811.2.0 410 -0.033 8115.0 410 Sample 811�aW -020 Nador Arodor TPt+oc _'ID� PCE ID ID1242'125a62-0.5550.033 �H,� XN87-5.0* 87-20<j04160.36825-0.033 41 416 0.059 e Be B7 -i.0 410 0.030' 416 ' B7 -GW 40:20 -0.0065 -0.0005 Sample �� PCBs ID 811.2.0 410 -0.033 8115.0 410 -0.033 811�aW -020 -0.0005 a a i I o I'YIPIYrrY�gI �i._I rrIS` e 121111-11 Pi��YP r ri 113.3.3111IIIII,T • r I a a IX a I,� ATL r� <S�TI n ,?_°� ISI 11 a I I r1 .I..I . 4 d 9�lalgl �@ i i? S t5 1 nI IryII Isi? }ryIy- r i ti I I 13 I I I 4 414r'211211 i I Iii i - yprp aril YI YV i4 In P Y P 9?I9I9 1 WWI I s S Y9'q•EI�' I bge`Rlo g o 9 BJll YI �¢ I I�?S? IIru��z i I rI �Ii?3x?3TIT I all 9 ` 9 p Y I I F '•� 1,11"11T sR IS' �,. a _ I�YI s;s: II' '�-e:'plr9 9 pp ilim rI ,_ 13131 # 3191 I I #3 I` C1 :1:1::11 G -85 - e�£e1. i°IPIPITIS - 3 ' 1 - r-i iii_ 5•: 1' as•;G. ^P4 �4 al PI i?I jI�1 I epi i•� I l�ia 1e 2 ....I... v.9F'�.g9 ��$9I I' �I�p'I�IYI�I I vi J1117", 1 P RIP II I ^P-T I I 11Ip U :..i: 9 -a I <IIn I' 1. TilP9�:� -. �1 III I i z �.alvr: I q iirrliglgl I3I I' 1 }? ? I3 In, 3 �•., S � • I R C'e Y �•4l9 , `99"'44B-eel i^ ^ ae•T'G a'? ` .. 9 L__Itis 0419 9�I 5 # 9s°p pI°� s s�:.1 ' WIRr'� x#'3.3 .3# _ 9 a ;alzc•• q q °,,y ••aa xe wr 1 ^ 9^ 9 9 .d .a 9 94� I -rpi el ., a inMPT ;i � eSp l a 3I7d' _Ie� lS. _ _ rum I I Ie F rruinTV,-15 'dY RR �I 88 �ya aP ��. 'tlai i 5g p a IF�I1Ri4.pl� a9' 9d 7 g. o I II �. � _� 1 s.,_ 602497-003 APPENDIX A References California Regional Water Quality Control Board (CRWQCB), 1996, Interim Site Assessment and Cleanup Guidebook, dated May 1996. Leighton Consulting, Inc., 2009x, Revised Proposal to Perform Additional Site Assessment, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California, Proposal No. P60101173, dated July 17, 2009. Leighton Consulting, Inc., 2009b, Phase I and Phase II Environmental Site Assessment, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California, Project No. 602497-001, dated April 3, 2009. United States Department of Agriculture, 1978, Soil Conservation Service and Forest Service, Soil Survey of Orange County and Western Part Riverside County, California, dated September 1978. United States Environmental Protection Agency (USEPA). Regional Screening Levels (RSL) for Chemical Contaminants at Superfund Sites. RSL Table Update. April 2009. A-1 1, tol March 26, 2009 Meredith Church Leighton Consulting, Inc. -- - 17781 Cowan Street Irvine, CA 92614 TEL: (949) 68114208 FAX: (949)757-7230 RE: Newport -SCE Parcel, 602497-001 Attention: Meredith Church ,4O,µ CCCega'2 � eP C U _ i V Z f ELAP No.: 1838 NELAP No.:02107CA NEVADA.: CAAOI CSDLAC No.:10196 Workorder No.: 104410 Enclosed are the results for sample(s) received on March 10, 2009 by Advanced Technology Laboratories . The sample(s) are tested for the parameters as indicated in the enclosed chain of custody in accordance with the applicable laboratory certifications. Thank you for the opportunity to service the needs of your company. Please feel free to call me at (562)98914045 if I can be of further assistance to your company. Sincerely, Eddie F. odriguez Laborat ry Director The cover letter ism iniegml part of this analytical report. This Laboratory Report cannot be reproduced in part or in its entirety without written permission from the client and. Advanced Technology Laboratories. Advanced Technology 1 of 4 Laboratories 3275 Walnut Avenue Signai3Hill, CA 90755 Tel. -5629894045 Fat. -562989-4040 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26Mar-09 CLIENT: Leighton Consulting; Inc. Client Sample ID: BI -0.5 ' Lab Order: 104410 Collection Date: 3/102009 11:10:00 ANI Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-001 'Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunID: GC8_090317A OC Balch: 53868 PrepDate: 3/16/2009 Analyst CBR T/R Hydrocarbons: C8 -CIO 18 10 mg/Kg 1 31171190904:19 PM TOR Hydrocarbons: C10C18 ND 10 mgMg 1 3WM90904:19PM T/R Hydrocarbons: C18 -C28 32 10 mg/Kg 1 3/17/1909 04:19 PM T/R Hydrocarbons: C28 -C36 33 10 mg/Kg 1 3/171190904:19 PM T/R Hydrocarbons: C36 -C40 23' 10 mgMg 1 3117/190904:19 PM T/R Hydrocarbons: C8 -C40 Total 110 10 mg/Kg 1 311711909 04:19 PM Sum p-Terphenyl 113 57.144 %REC 1 3/17/1909 04:19 PM PCBS BY GCIECD EPA 3550B EPA 8082 ' RuniO: GC5_C90316B OC Batch: 53874 PrepDate: 3/16/2009 Analyst HL Arodor 1018 NO 16 p9Mg 1 - 31162009 09:01 PM Aroclor 1221 NO 33 pgMg 1 31162009 09:01 PM Aroclor 1232 NO 18 pg/Kg 1 3/16200909:01 PM Aroclor 1242 NO 18 pgMg 1 3/16M09"mol PM Aroclor 1248 NO 16 pg/Kg 1 3/16200909:01 PM Arodor 1254 4200 330 pg/Kg 20 3/17200910:25 ANI Aroclor 1260 NO 16 pg/Kg 1 3116200909:01 PM Amdor 1262 NO 16 pgft 1 31162009 09:01 PM Aroclor 1268 NO 16 jig/Kg 1 3/16200909:01 PM Sum Decachlorobiphenyl 77.6 30.124 %REC 1 3/16200909:01 PM Sum Decechlorobiphenyl 104. 30424 %REC 20 3/17200910:25 AM Sum Telmchloro-m-xylene 82.3 40.118 %REC 1 3/16200909:01 PM Sum. Telmchloro-m-xylene 71.6 40.118 %REC 20 3/17200910:25 AM SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 3550B EPA 8270C ' RunID: MS6 090320A OC Batch: 54042 PrepDate: 3202009 Analyst DMP 1,2,4-Trichlorobenzene NO 330 pgMg 1 324200912AB AM 12-Dichlombenzene NO 330 pg/Kg 1 324200912:48 AM 1,3-Dlchlombenzene NO 330 pg/Kg 1 324200912:48 AM 1,4-Dlchlorobenzene NO 330 pg/Kg 1 3/242009 12:48 AM 2,4,5-Tdchlomphenol NO 330 pg/Kg 1 324/2009 12:48 AM 2,4,6-Tdrhiarophenol NO 330 pg/Kg 1 3124200912:48 AM 2,4-Dichbmphenol NO 1600 pgMg 1 324200912:48 AM 2,4-0Imelhytphenol NO 330 pg/Kg 1 324200912:46 AM 2,4-Dinitmphenal NO 1600 pglKg 1 324200912:48 AM Quallfien: 0 Analyte detected in the associated Method Blank E Value above quantitation range ,H Holding times for preparation or analys's=ceeded NO Not Detected at Reporting Limit S Spikes Bate outside of limits due to matrix lnlctfmnm Retold are wet unless athevrise specified 00 Surrogate Diluted Out , AdvancedrerAnotam. ® 1-wbomrodes 3275 Walnut Avenue, Signal HiQ, CA 90755 Tel: 562. 939.4045 Farr 562.989.4040 2 of 43 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client SamplelD: BI -0.5 ' Lab Order: 104410 Collection Date: 3/102009 11.10:00 A3M Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL NO -----'------'—'---- .Analyses Result PQL Qua[ Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C Rung): MS6_090320A 2,4.01nitrotaluene 2,6-Oinllrotoluene 2-Chlomnaphthalane 2-Chlomphenol 2 -Methylnaphthalene 2-Methylphenal 2-Nitmanlline 2-Nitrophonol 3,3'-Olchlombenzidlne 3 -Ni wiilino 4,6-01nitro-2-methylphenol 4-Broma phenyl-phenylether 4 -Chlor 3tnethytphenol 4-Chlomaniline 4ChlarophenyFphenylether 4-Mathylphenol 4-Niboeniline 4-Niuophenal Acenaphthene Acenaphthylene Anthracene Benzidine (M) Benzo(a)anthracene Benzo(a)pyrene Senzo(b)Buomnthene Benzo(g,h,l)perylene Benzo(k)nuoranthene Benzoic acid Benzyl alcohol Bls(2-chleroethoxy)methane Ble(2-chlamolhyi)elher Bs(2Khlorolsopropyl)elher Bls(2-eNy1he4)phNalate Butylbenzylphthelate Chrysene Dl-n-butytphthalate QC Batch: 54042 PrepDale: NO 330 •pg0(9 1 NO 330 pgMg 1 ND 330 pg/K9 1 NO 330 pgMg 1 NO 330 P9/Kg 1 NO 330 pgMg 1 ND 1600 pgMg 1 NO 330 pgMg - 1 • NO 660 pg/Kg ` 1 NO 1600 p91K9 1 NO 1600 p91K9 1 ND 330 pg1Kg 1 ND 660 p911<9 1 NO 650 pgMg 1 NO 330 p91K9 1 NO 330 pgMg 1 NO 1600 pgMg 1 NO 1600 pgMg 1 NO 330 pgA(g 1 NO 330 p9IKg' • 1 NO 330 p91Kg 1 NO 1600 p9/K9 1 NO 330 pg/Kg 1 NO 330 pg/K9 1 NO 330 p91Kg 1 NO 330 pgMg 1 NO 330 p9/Kg 1 NO 1600 p911<9 1 NO 660 p9M9 1 ND 330 pg/Kg 1 ND 330 pg/Kg 1 ND' 330 pgMg 1 - NO 330 p9)K9 1 NO 330 pgMg 1 NO 330 pgMg 1 ND 330 pgMg 1 320/2009 Analyst DMP 3124/2009 12:48 AM 324200912:48 AM 312 420 09 12:48 AM 324200912:48 AM 31242009 12:48 AM 32420091248 AM 3242005 12:48 AM 3242009 12:48 AM 3242009 1248 AM 32420091248 AM 324200912:48 AM 3242009 11-48 APA 32420091248 AM ,32420091248 AM 3242009 12:48 AM 3242009 12:48 AM 3242009 12:48 AM 324200912:48 AM 324200912:48 AM 324200912:48 AM 3242009 12:48 AM 3242009 12:48 AM 3242009 12:48 AM 3242009 12:48 AM 3242009 12:48 AM 3/242009 12:48 APA 3242009 12:48 AM 3242009 12:48 AM 32420091248 AM 3242009 12:48 AM 3242009 12:48 AM 32420091248 AM 3/24200912:48 AM 324200912:46 AM 324200912:48 AM 3242009 12:48 AM Qualifiers: B Amlyre detected in the associated Method Blank E V4lue above quantitation range H Holding times for preparation mamlysis exceeded NO Not Detected at the Reporting Limit S Spike/Sunogate outside of limits due m matrix interference Results am wet unless otherwise specified DO Surmgatemuted Out - .t dvwmd Tedwalaa tabosstories 3275 NalnutAvenue, Signal Hill, CA .90755. Tel: 562. 989.4045 Fax 562.989.4040 3of43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26-Afaw09 CLIENT: Leighton Consulting, Inc. ClfentSampleED: B1-0.5 Lab Order: 104410 Collection Date: 3/10/2009 1L10:00 A,bt .Project: Newport -SCE Parcel, 602497-001 lalatrix: SOIL Lab ID: 104410.001 Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 8270C RunID: MS6_090320A OC Balch: 54042 PrepDate: 320/2009 Analyst: DMP 01.n-octylphthalate NO 330 pg/Kg 1 3241200912:48 AM Cibenz(a,h)anthracene ND 330 pg/Kg 1 3/2420091248 AM Othenzofumn ND 330 pg/Kg 1 32420091248 AM Diethylphlhalale - NO 330 pg/Kg 1 324200912:48 AM Olmothylphthalato NO 330 pg/Kg 1 324200912:48 AM Fluoranlhene NO 330 pg/Kg 1 32420091248 AM Fluarene NO 330 pg/Kg 1 324200912:48 AM Hexachlorobentune NO 330 pglKg 1 324120091248 AM Hexachtorobutadlene ND 660 pSfKg 1 32420D912:48 AM Hexachloracyctopenladlene ND 660 pq'f<q 1 324200912:48 AM Hexachloreelhane NO 330 pglKg 1 324200912:48AM Ind9no0,2,3cd)pymne ND 330 pg/Kg 1 324200912:48 AM Isophorone ND 330 p9/Kg 1 324200912:48AM N-Narosedln•pmpylamina NO 330 pgMg 1 324200912:48 AM "tmsodipheMamine NO 330 pgfKg 1 3242009 1248 AM Naphthalene NO 330 pgxg 1 324200912:48 AM NInabenzene ND 330 pm 1 324200912:48 AM Pentachfomphenal NO 1600 pg/Kg 1 32420091248 AM Phenanthrene NO 330 pg/Kg 1 324200912:48 AM Phenol NO 330 pgfKq 1 32420091246 AM Pyrene NO 330 pg/Kg 1 32420091248 AM Surr: 1,2-Olchlombenzene-d4 86.0 49.103 "%REC 1 3242009 12:48 AM Sum 2.4,6-Tdbmmophenol 0.490 47-129 a %REC 1 324200912:48 AM Sum 2-Chiamphenal-d4 22.9 641 C9 9 %REC 1 324200912:48 AM Sur,. 2-Fluarabiphenyl 108 59-105 %REC 1 32420091248 AM Sum. 2-Fluomphonal 15.9 50-111 a %REC 1 324200912:48 AM Sum 4Terphenyl-414 112 58-135 %REC 1 32420091248 AM Sum.. N;trobanzane-d5 106 54-115 %REC 1 32420091248 AM Sur. Phenal-d5 69.9 58-112 %REC 1 324/200912:48 AM Qualifiers: B .Analyte detected in the associated Method Blank E Value, above quuntiudon range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike/Surrogate outside of limit due to matrix interfttonco Results am wet unless olherwise specified DO Surrogate Diluted Out ;tdtaaxe4Tet6adao-• @\ 3275 Walnitl Avenue, Signal Hill, CA 90755 Tel: 562.989.4045 Far: 563.989.4040 fs6onforirs 4 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26-Mnr-09 CLIENT: Leighton Consulting, Inc. Client Sample ED: BI -2.0 Lab Order: 104410 Collection Date: 3/10/2009 11:20:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL 9.44.1.0002------------- ---- Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT. EPA 8015B(M) RunlD: GCA_090317A OC Batch: 53868 PrepDate: 3/16/2009 Analyst CBR T/R Hydrocarbons: CS -Cl 0 NO 10 mg/Kg 1 3/171190910:56 AM T/R Hydrocarbons: C70 -C18 NO 10 mg/Kg 1 3117/190910:56 AM T/R Hydrocarbons: C18 -C28 NO 10 mg/Kg 1 3/17/1909 10:56 AM T1R Hydrocarbons: C28 -C36 NO 10 mg/Kg 9 31171190910:56 AM T/R Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 3/17/1909 10:56 AM T/R Hydrocarbons: C8 -C40 Total NO 10 mg/Kg 1 3117/190910:56 AM Sum p-Terphenyl 115 57-144 %REC 1 31171190910:56 AM PCBS BY GCIECD EPA 35508 EPA 8082 , RunID: GC6_090316B QC Balch: .53874 PrepDate: 3/16!2009 Analyst HL Amclor1016 NO 16 pgMg 1 3/16200908:31 PM Amclor 1221 NO 33 pg/Kg 1 3/16/200908:31 PM Amclor 1232 NO 16 094(g 1 3/16/200908:31 PM Amclor 1242 NO 16 pg/Kg 1 3/16200908:31 PM Amclor 1248 NO 16 p9/K9 '1 3/16200908:31 PM Amclor 1254 NO 16 pg/Kg. 1 3/162009 08:31 PM Arocicr 1260 NO 16 pg/Kg 1 3/162009 08:31 PM Amclor 1262 ND 16 pg/Kg 1 3/162009 08:31 PM Aroclor 1268 NO 16 pg/Kg 1 3116/2009 08:31 PM Sun: Decachlorobiphenyl 76.6 30.124 %REC 1 311612009 08:31 PM Sum. Tetrathloro-m-xylene 84.1 40-118 %REC 1 31162002 08:31 PM QuallBers: B Analyte detected in the associated Method Blank E Value above gmntimtien range H Holding rimes for preparation or analysis exceeded NO Not Detected at the Reporting Limit 5 Spike/Surrogate outside ofIimits due to matri<interference Results are wet unless otherwise specified DO surrogate Diluted Out. Advanced Tec6noloV ® La6orrtoda 3273 WalnutAvenue, Signal Sill, CA 90755 Tel: S62. 989.4045 Fax: 562.989.4060 5 of 43 A1NALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client. Sample ID: 112-0.5 Lab Order: 104410 Collection Date: 3/10/2009 11:30:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab. ID: 104410 -003 - Analyses Result PQL Qual Units OF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8015B(M) RunIO: GC8_090317A OC Batch: 53868 PrepDate: 311612009 Anatyst CBR T/RHydrocarbons:CB-C10 55 10 mglKg 1 3/17/190901:38 PM TIR Hydrocarbons C10 -C18 NO 10 mg/Kg 1 3117/190901:38 PM TIR Hydrocarbons Cl 8-C28 ND '10 mg/Kg 1 3/17/190901:38 PM TIR Hydrocarbons: C28 -C36 ND 10 mg/Kg 1 3117/190901:38 PM TIR Hydrocarbons: C36 -C40 ND 10 mg/Kg 1 3/17/190901:38 PM TIR Hydrocarbons C8 -C40 Total. 55 10 mg/Kg 1 3117/190901:38 PM Surf. p-Terphenyl 111 57-144 %REC 1 311711909 01:38 PM HYDROCARBON CHAIN IDENTIFICATION EPA 80158 RunID: GC2 090319A OC Batch: E09VS078 PrepDate: Analyst KHN TIR Hydrocarbons: G4 -Cl 2 ND 1.0 mg/Kg 1 3/19200902:22 PM Sun: Bramclucrobenzene(FID) 90.9 59-145 %REC 1 3/1920090222 PM PCBS BY GC/ECD EPA 35506 EPA 8082 RunID: GC5_D903i6B OC Batch: 53874 PrepDate: 3116/2009 Analyst HL Arociar1016 ND 16 pg/Kg - 1 3/16200909:30 PM Aroclor 1221 ND 33 pg1Kg 1 3/162009 09:30 PM Aroclor 1232 ND 16 pg/Kg 1 31162009 09:30 PM Aroclor 1242 NO 16 pgn<g 1 3/16200909:30 PM Amclar1248 NO 16. pglKg 1 3/16200909:30 PM Aroclor 1254 ND 16 pg/Kg 1 3/16/2009 09:30 PM Aroclor 1260 ND is pg/Kg 1 3/16200909:30 PM Aroclor 1262 NO 16 pg/Kg 1 3/162009 09:30 PM Aroclor 1268 NO .16 pg/Kg 1 31162009 09:30 PM Sum Decachlorobiphenyl 72.5 30-124 %REC 1 3/161200909:30 PM Sum Tetrachloro-m-xylene 80.0 40-118 %REC 1 31161200909:30 PM VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82606 RunID: MS5 090319A OC Batch: T09VS076 PrepDate: Analyst HH 1,1,1,2-Telrachiomethene NO 5.0 pg1Kg 1 3/19200902:35 PM 1,1,1 -Trichloroethane NO 5.0 pg/Kg 1 3/1920090235 PM 1,1,2,2 -Tetrachloroethane NO 5.0 pg/Kg 1 3/19200902:35 Ph1 1,1,2 -Trichloroethane NO 5.0 pg/Kg 1 3/1920090235 PM ' 1,1-Olchloroethane NO 5.0 pgMg 1 3119200902:35 PM Qualifiers: B Analyte detected in the associated Method Blanc E Value above quandtadon range H Holding times for preparation cranalysis exceeded NO Not Detected at the Reporting Limit S Spike(Swrogax outside of limits due to matrix imertuenee Results are wet unless otherwise specified DO Surrogate Diluted Out 41Advanced Teebuoloff 0 lsbursrorles 3275 WalnntAvenue, Signal Ail[ CA 90755 Pel: 562. 989.4045 Far. 562.989.4040 6 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B2-0.5 Lab Order: 104410 Collection Date: 3/10!2009 11:30:00 AM Project: Newport -SCE Parcel,. 602497-001 MatrU: SOIL ----------------- Analyses Result PQL Qua] Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCISIS EPA 82608 RunID: MS5 080319A AC Batch: T09VS076 PrepDate: Analyst: HH 11-Dichiomehene ND 5.0 pg/Kg 1 3119200902:35 PM 1,1-Dkhloropropene ND 5.0 pg/Kg 1 3/192009 02:35 PM 7,2,3-Trichlorobenzene ND 5.0 pg/Kg 1 3/191200902:35 PM 1,2,3-Tdchlompropane NO 5.0 pg/Kg 1 3119200902:35 PM 1,2:4-Tdchlorobenzene NO 5.0 pg/Kg 1 3/19/200902:35 PM 1,2,4-Tdmethy1benzene NO 5.0 pg1Kg 1 9/19200902:35 PM 1,2-Dibromo-3-chloropmpane NO 10 pg/Kg .1 3119200942:35 PM ' 1,2-Dibromosthane NO 5.0 pg/Kg 1 3/19200902:35 PM 1,2 -Dichlorobenzene NO 5.0 pgMg 1 3/192009 02:35 PM 1,2.Dichloroehane NO 5.0 pgMg 1 3/192009 02:35 PM 1,2-Dlchloropropane NO 5.0 pg/Kg 1 3/lM00902:35 PM 1,3,5-Tdmethylbenzene, ND 5.0 pg/Kg 1 3/19200902:35 PM 1,3 -Dichlorobenzene NO 5.0 jig/Kg 1 3119200902:35 PM 1.3-Dichloropmpane NO 5.0 pg/Kg 1 3/192009 02:35 PM 1,4-Dirhf6robenzene NO 5.0 pgMg 1 31192009 02:35 PM 2,2-Dkhlcraprepane NO 5.0 pg/Kg 1 3/1912009 02:35 PM. 2-Butanone NO 50 pgMg 1 3/19/2009 02:35 PM 2-Chlomtoluene NO 5.0 pgMg 1 3/19200902:35 PM 2-Hexanone NO 50 pg/Kg 1 3/19200902:35 PM 4•Chlorotoluene NO 5.0 pg/Kg 1 3/192009 02:35 PM 44sopmpyltoluene ND 5.0 pg/Kg 1 3/192009 02:35 PM 4-Methyl-2-pentanone NO So p9/Kg 1 3/192009 02:35 PM Acetone NO 50 pg/Kg 1 3119200902:35'PM Benzene ND 5.0 pgMg 1 3/19200902:35 PM Srumobenzene NO 5.0 pgMg '1 31191200902:35 PM Bromochlommethane NO -5.0 pg/Kg 1 3119200902:35 PM Bromodichloromelhane NO 5.0 pgMg 1 3/19200902:35 PM Bromolarm NO 5.0 pg/Kg 1 3119200902:35 PM Bromomethane NO 5.0 pg/Kg 1 31192009 02:35 PM Carbon disulfide NO 5.0 pg/K9 1 3/1912009 02:35 PM Carbon tetrachloride NO 5.0 pgMg 1 3/19/2009 02:35 PM Chlombenzene NO 5.0 pglKg 1 31191200902:35 PM Chloroethane ND 5.0 pg/Kg 1 3/192009 02:35 PM Chloroform NO 5.0 pg/Kg 1 3/192009 02:35 PM Chlommehane NO 5.0 pg/Kg 1 3119200902:35 PM cie-1,2-Dlchlomehene NO 5.0 pgMg 1 3/19200902:35 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix ino:rfe¢nm Results are we unless otherwise specified 1X1 Starogate Wined Out Advsnced Teebnology �. ® L borslorks 3275 Walnut Avenue, Signal Hill, CA 90755 Tel. 561 959.4045 Fax: 562.989.4040 7 of -43 AiNALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, I= Client Sample ID: B2-0.5 Lab Order: 104410 Collection Date: 3/102009 11:30:00 AM( Project: Newport -SCE Parcel, 602497-001 Matrbi: SOIL Lab ID: 104410-003 Analyses Result - PQL Qua] Units. DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 82608 Run16. MSS_090319A ds-1,3-Dichloropropena Di -isopropyl ether Dbromochlommelhane Dbramomethane - Dichlorocifluaromethane Ethyl Acetate Ethyl Ether Ethyl Ten -butyl ether Ethylbenzene Freon -113 Hexachlombuladlene lodomethane IsopropyRtenzane m,p-Xylene Methylenechlodde MTBE n-Butylbenzens n-Proplibenzene Naphthalene o -Xylene sec-Butybenze e, Styrene Ten -amyl methyl ether Ten -Butanol ter-6utylbenzene Tetrachloroedrens Toluene trans-1,2-Dichloreethene trans-1,3-Dichloropropena Trfchloroethene Tdchlomfluoremetha ne, Vmyl acetate Vinyl chloride Xylenes, Total Sum:1,2-Dichlomelhane-d4 Sum 4-Bromonuorobenzene OC Batch: T09VS076 Prepoate: NO 5.0 pgMg 1 ND 5.0 pgMg 1 NO 5.0 pg/Kg 1 ND '5.0 p9mg 1 NO 5.0 pgMg 1 NO 50 pg/Kg 1 NO 50 - p9/K9 1 ND 5.0 pgMg _ 1 NO 5.0 pgMg 1 ' NO 5.0 p9/K9 1 NO 5.0 p9/K9 1 NO 5.0 pgMg 1 NO 5.0 pg/K9 1 ND 10 pgMg 1 NO 5.0 pgMg 1 ND 5.0 pgMg 1 ND 5.0 pgMg 1 NO 5.0 pgMg 1 ND 5.0 pgMg 1 NO 5.0 pgMg 1 NO 5.0 pgMg 1 NO 5.0 p9/K9 1 NO 5.0 pgMg 1 NO 100 pgMg 1 ND 5.0 pgMg 1 ND 5.0 pgMg 1 ND 5.0 pgMg 1 ND 5.0 pgMg 1 NO 5.0 pgMg 1 NO 6.0 pgMg 1 NO 5.0 pgMg 1 ND S0. pgMg 1 NO 5.0 pg/Kg 1 ' NO 15 p91Kg 1 94.6 70-130 %REC 1 100 70-130 %REC 1 Analyst HH 3/1912009 02:35 PM 31192009 02:35 PM 311920090235 PM 31192009 0235 PM 3/192009 02:35 PM 311912009 02:35 PM 3/1912009 0235 PM 3119/2009 0-435 PM 31192009 02:35 Phi 3/192009 02:35 PM 3119200902:35 PM 3119/2009 02:35 PM 3/192009 02.35 PM 3/192009 02:35 PM 3/192009 02:35 PM 3/19200902:35 PM 31102009 02:35 PM 3119/2009 02:35 PM 311 92 0 0 9 02:35 PM 31192009 02:35 PM 31192009 02:35 PM 311912009 02:35 PM 311912009 02:35 PM 3/192009 02:35 PM 3/1920099235 PM 3/192009 0235 PM 311912009 02.35 PM 3!102009 02:35 PM 3/192009 02:35 PM 31192009 02 5 PM 31192009 02:35 PM 3/192009 02:35 PM 3/192009 02:35 PM 31192009 D2:35 PM 3/192009 02:35. PM 31192009'02:35 PM Quallflers: B Analyte deeded in the mociared Mahad Blank E Value above gmmtimdon range H Holding times for prepamdan"analysis acceded NO Not Detectedatlhe Reporting Limit S Spke/Surregate outside of limits due to matrix interference Results arc wet unless otherwise specified DO Surrogate Diluted Out ®� Adsa 6edrbo torieslo„w Lboruror/es .3271 JPalrrurAvenrre, SiamrralffJl, CA 90715 Tel: 162. 989.4045 Fas: 567.989.4040 8 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26-,ua�09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B2-0.5 . Lab Order: 104410 Collection Date: 3/102009 11:30:00 AM • Project: Newport -SCE Parcel, 602497-001 tNfatris: SOIL An*ses Result PQL Qua[ Units DE Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82608 Run10: M55 090319A QC Batch: T09VS076 Prepoate: Sum. Dlbremolluoromethone 54.6 70.130 a %REC 1 Sum Toluen&4B 1C9 70.130 %REC 1 Analyst HH 3/192009 02:35 PM 3/192009 0236 PM Qualifiers: B Anol>•s derated in the assecioted Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND NofDdectedmthe Reporting Limit S Sprk&SunWte outride of limits due w matrix interference' Resuln are wet unless odtewue r„ecified DO Snropte DOuted Out Idtaut o ed Terba t , — Ladoraronea 3275 1. ..... rAyenue, Signal Allo CA 90755 Tel. 562. 989.4045 Fax: 562.989.4040 9of43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 164far-09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B2-1.5 Lab Order: 104410 Collection Date: 3/10/2009 11:36:00 AIM Project: Newport -SCE Parcel, 602497-001 IvIatris: SOIL Lab ID: 104410-004 ' Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LOFT. EPA 8015B(M) RunID: GC8_090317A OC Batch: 53868 PrepDale: 3/162009 Analyst CBR TIR Hydrocarbons: CB -C10 52 10 mg)Kg' 1 3/1711909 02:05 PM TIR Hydrocarbons: C10 -C18 ND 10 mg/Kg 1 ' 3/17/1909 WAS PM TIR Hydrocarbons: C1 B-028 12 t0 mg/Kg 1 .3/171190902;05 PM _ TIR Hydrocarbons: C28 -C36 13 10 mglKg t 3!1711$09 02:05 PM TIR Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 3/171190902:05 PM TIR Hydrocarbons: C8 -C40 Total 78 10 mgn<g 1 3/17/1909 02:05 PM Sur, p-Terphenyl 114 57-144 %REC 1 3/1711909 02:05 PM HYDROCARBON CHAIN IDENTIFICATION EPA 80158 Run1D: GC2 090319A OC Batch: F09VS078 PrepDate: Analyst KHN TIR Hydrocarbons: C4 -C12 ND 1.0 mg/Kg 1 3/192009 02:37 PM Sun: Bromolluorohonzene.(FIO) 89.0 59-145 %REC 1 3/19200902:37 PM PCBS BY GCIECD EPA 35508 EPA 8082 RunID: GCS 0903166 OC Batch: 53874 PmpDate: 3/16/2009 Analyst HL Aroclor 1016 NO 16 pg/Kg 1 3116200910:00 PM Amclor 1221 NO 33 pg/Kg 1 3116/200910:00 PM Arodor 1232 NO 16' pg/Kg 1 3/161200910:00 PM Arodor 1242 NO 16 p9/Kg 1 31161200910:00 PM Arodor 1248 NO 16 pgMg 1 3/16200910:00 PM Arodor 1254 NO 16 pg/Kg 1 3/16200910:00 PM Arodor 1260 ND 16 pgMg 1 3/162009 10:00 PM Arodor 1262 No. 16 pgMg 1 3/16200910:00 PM Arodor 1268 . NO 16 pg/Kg 1 3/16200910:00 PM Sur. Decachlorobiphenyl 84.5 30-124 %REC 1 3/16200910:00 PM Sum. Tetrachloro-m-xylene 94.3 40-118 %REC 1 3/16200910:00 PM VOLATILE ORGANIC COMPOUNDS BY G61MS ' EPA 82508 RunIO: MS5_090319A OC Batch: T09VS076 PrepDate: Analyst: HH 1,1,1,2-Teltnachloroelhane NO 5.0 pg/Kg 1 3/19200902:53 PM 1,1,1 -Trichloroethane NO 5.0 pg/Kg 1 3/19200902:53 PM 1,1,2.2-Tetraddoroethane NO 5.0 pg/Kg 1 3/192009 02:53 PM 1,1,2-Tdchloroelhane ND 5.0 pg/Kg - 1 3!1912009 02:53 PM 1,1-Dlchloroelhans NO 5.0 pg/Kg 9 3119200902:53 PM Qualiners: B Analyte detected in the associated Method Blank E Value above quanfitalionrange H Holding tithes for preparation or analysis exceeded NO Not Deeded at the Reporting Limit S Spike/Surrogate outside oflirni¢ due to matrix interlemnce Results amwet unless otherwise specified DO Surrogate Diluted Out wit Adya=ed Teebaolow -�;,-� u6oralariv a 3175 Walnut Avenue, SignalHlll,CA 90755 Tel. 55Z 989.4045 Fay. 562.989.4040 10 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample 1D: B2-1.5 Lab Order: 104410 Collection Date: 3/102009 11:36:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL ---._..__.._..----'---'--------...--'- Analyses Result PQL Qua[ Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 82608 RunlD: MS5 090319A 1.1-Dichloroethene 1,1-Dichlompmpene 1,2,3-Tdchlorobenzene 12,3-Trichlompropane 1,2,4-Tdchlombenzene 1,2,aTdrnethyibenzene 1,2-Dibromo-3chloropropane 1,2-Dibromoethane 1,2-01chlombenzene 1,2-Dlehloroethans 12-01chlompropane 1,3,5-7dmelhylbenzene 1,3-Olchlpmbertzene 1.3-Dichlompropane 1,4-Dlchl6mbenaene 2,2-O;chloropmpane 2-Butanone 2-Chlomtoluene 2-Hexonone 4-Chlomloluene 4-Isopmpyltoluene 4-Methyl-2-pentanone Acetone Benzene Bmmobenzene Bromochlommethane Bromodichlommethane Bmmcrorm Bmmcmethane. Carbon disuillde Carbon tetrachloride Chlombenzene Chloroethane Chloroform Chloromethane cis-1,2-Dichlomethene OC Batch: T09VS076 PrepOate: NO 5.0 pglKg 1 ND 6.0 pg/Kg 1 ND 5.0 p8/Kg 1 ND. 6.0 pg/Kg 1 NO 5.0 pglKg 1 NO 5.0 pglKg 1 NO 10 pglKg 1 ND 5.0 pg/Kg 1 NO 5.0 pg/Kg 1 NO 5.0 pg/Kil 1 NO 5.0 pg/Kg 1 NO 5.0 pg/Kg 1 NO 5.0 pg/Kg 1 NO 5.0 p9/K9 1 NO 5.0 pglKg 1 ND 5.0 pglKg 1 NO 50 p9/Kg, 1 ND 6.0 pg/Kg 1 NO 50 pg/Kg 1 ' NO 5.0 pg/Kg 1 NO 5.0 pgfKg 1 NO 50 pglKS 1 ND 50 pgM9 1 ND 5.0 pglKg 1 NO 5.0 pg1Kg 1 ND 5.0 pg/Kg 1 NO 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 ND 5.0 pg/Kg 1 ND 5.0 pg/l(g 1 ND 5.0 141(g 1 NO 5.0 pgr<g 1 ND 5.0 pg/Kg 1 ND 5.0 pg/Kg i ND $.0 pg/Kg 1 Analyst HH 3/192009 02:53 PM 31192009 02:53 PM 31192009 02:53 PM .3/192009 02:53 PM 3/192009 02:53 PM 3119/2009 02:53 PM 2119/2009 02:53 PM 3/1912009 02:53 PM 3/192009 02:53 PM 3/192009 02:53 PM 3/192009 02:53 PM 3/192009 02:53 PM 3/192009 02:53 PM 3/1912009 02:53 PM 3119r2009 02:53 PM 3119/2009 02:53 PM 31-1912009 02:53 PM 311 92 0 09 02:53 PM 3/192009 02:53 PM 31192009 02:53 PM 3/1912009 02:53 PM 3/192009 02:53 PM 3119/2009 02:53. PM 3H 9/2009 02:53 PM 3/1912009 02:53 PM 3/192009 02:53 PM 3/192009 02:53 PM 3/19/2009 02:53 PM 311912009 02:53 PM 3/192009 02:53 PM 31`1912009 02:53 PM 3/19@009 02:53 PM 3!191200902:53 PM 3119/2009.02:53 PM 3/19/2009 02:53 PM 311912009 02:53 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quanritation range H Holding rimes for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spite/Surrogate outside of limits due to matrix interference Results am wet unless otherwise specified DO Surrogate Diluted Out ildvwced 7rrhnaloa labonloria 3275 Walnut Avenue, Signal Hill, CA 907S5 Tel: 562. 989.4045 Fax: 562.989.4040 APAW 11 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B2-1.5 Lab Order: 104410 Collection Date: 3/10/2009 11:36:00 Pini Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-004 Aoslyses Result PQL Qual Units OF Date Analyzed t VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 82508 RunID: MSM90319A OC Batch: T09VS076 PrepOate: Analyst HH cis-1,3-01chlompmpane ND 5.0 pg/Kg 1 3/19200902:53 PM DI-Isopmpyl ether ND 6.0 pgft 1 3119200902:53 PM Dibmmochleromethane ND 5.0 pg/Kg 1 3/19200902:53 FM Dibmramethane NO 5.0 pg/Kg 1 3/19200902:53 PM Dlchlorodlllucmmethane ND 5.0 pg/Kg 1 3119200902:53 PM Ethyl Acetate NO 50 pgMg 1 31192009 02:53 PM Ethyl Ether NO 50 pg/Kg 1 3119/2009 02:53 PM Ethyl Tort -buy ether NO 5.0 pgMg 1 3/19/2009 02:53 PM Ethylbenzane NO 6.0 1109 1 311920090253 PM . Freon -113 NO 5.0. pg/K9 1 31192009 02:53 PM Hexachlombutadlene NO 5.0 pgMg 1 311920090253 PM lodomethane NO 5.0 pg/Kg 1 3/1920090253 PM Isopropylbenzene ND 5.0 Vg/Kg 1 3/1920090253 PM m,p-Xylene NO 10 pg/Kg 1 3/19200902:53 PM Methylene chloride ND 5.0 pg/Kg 1 3/192009 02:53 PM MTBE ND 6,0 pgMg 1 3/19200902:53 PM n-Butylbenzena ND 5.0 pg/Kg 1 3119/200902:53 PM MPropylbenzene ND 5.0 pgMg 1 31192009 02:53 PM Naphthalene NO 5.0 pg1Kg 1 3/19200902:53 PM c -Xylene ND' 5.0 pgMg 1 3/1920090253 PM - sec-Butylbenzone ND 6.0 pg/Kg 1 3/19200902:53 PM Styrene ND 5.0 pgMg 1 3/19200902:53 PM . Ton -amyl methyl ether ND 6.0 pgMg 1 3/192009 02:53 PM Ton-Butonol ND 100 pg/Kg 1 31192009 02:53 PM tart-Bulylbenzene ND 5.0 pgMg 1 3119200902:53 PM Teanchloneethene ND 5.0 pg/Kg 1 '3119200902:53 PM Toluene' NO 5.0 jig/Kg 1 311920090253 PM trans-1,2-Dich3omethene ND ' 6.0 pq/Kg 1 3/19200902:53. PM bang1,3-01chlpmpropene ND 5.0 pgMg 1 3119200902:53 PM Trichloroethene NO 5.0 pgMg 1 3/19200902:53 PM Trichlorofluaromethane' NO 5.0 pg/Kg 1 3/19200902:53 PM Vinyl acetate ND 50 pg/Kg 1 31192009 02:53 PM Vinyl chloride NO 5.0 pg/Kg 1 3/192009 02:53 PM Xylenes. Total ND 15 pgMg 1 311920090253 PM Sum 1,2-01ddomeftne-rid 102 70.130 %REC 1 3/19200902:53 PM Sum 4-Bromofluarobenzene 97.0 70-130 %REC 1 3/19200902:53 PM Qualiners: B Analytedetected in the emaciated Method Blank E Value above quantitation range . H Holding tines for preparation or analysis acceded ND Not Detected at the Reporting Limit S Spike/Surrogate outride of limits due to matrix interference Raulu am wet unless ethcrwia specified DO Surrogate Diluted Out , Advaecrd Terdaolow L Laboratories 3275 WInrif Ayenue, Signal fll, Ci 90755 Tel: 562. 989.4045 Fax: 562.989.4040 12 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26-,Vtor-09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B2-15 Lob Order: 104410 Collection Date: 3/102009 11'36:00 Ald Project: Newport -SCE Pancel, 602497-001 Matrix: SOIL —Lab ID:----'-10441.0-004--------------------------------'-----.....-- Analyses Result PQL Qual Units DF Date' Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS RunID:. MSS 090319A CC Batch: T09VS076 Sum. Dibmmollucmmethane 61.4 70-130 Surf. Toluene -d6 , 116 70-130 SEMIVOLATILE ORGANIC COMPOUNDS BYGCIMS EPA 35SOB RwID: MS6 090320A 1,2,4-Trichiotobenzene 1,2-0ichlombemene 1,3-Dichlombenzere 1,4-Dichlombenzene 2,4,5 -Trichlorophenol 2,4,6-Tdchloropheml 2,4-Dichlomphenol 2,4-Oimethylpheeol 2,4-Dinitmphenol 2,443htitmtcluene 2,6-0inibotaWene 2CNomnaphftene 2-Chtomphenal 2-Melhyinaphlhaiene 2--Methylphend 2-Nitmaniline 2-1,11bophenol , 3,3 •-Oichlambenzldine 3-Nitmanlllne 4.6-01nitm-2-melhylphenal 4-8mniophenyl-phenyls ther 4-Ch!aro-3-melhylphe nol 4-Chlomaniffne 4-61omphenyl-phenylether 4-Methylphenol 4-Nlboaniline 4-Nitmphenal Acenaphthene Acenaphthylene Anthracene Benzidine (M) OC Basch: 54042 EPA 62608 PrepDale: S %REC %REC EPA 8270C PmpDate: ND 330 V91K9 1 ND 330 V91Kg 1 NO - 330 Vg1K9 1 ND 330 p9/Kg 1 NO 330 V9/K9 1 NO 330 pg/Kg 1 NO 1600 V91K9 1 NO 330 P9/K9 1 NO 1600 Vg/K9 1 ND' 330 VylKg 1 NO 330 p9/1<9 1 NO 330 pgxg 1 ND 330 V91K9 1 NO 330 p91Kg 1 NO 330 V91K9 1 NO 1600 VgM9 1 NO 330 p91Kg - 1 NO 660 p9/K9 1 NO 1600 V91K9 1 ND 1600 Vg1K9 1 NO 330 p91K9 1 NO 660 Vg1Kg 1 ND 660 p91K9 1 NO 330 V91K9 1 NO 330 p91K9 1 NO 1600 Vg1K9 1 NO 1600 V91K9 1 NO 330 p9/Kg 1 ND 330 V9/K9 1 ND 330 Vg1Kg 1 ND 1600 Vg1K9 1 Analyst HH 3/192009 02:53 PM 3/192009 02:53 PM 3202009 Analyst DMP 3242009 01:16 AM 3242009 01:16 AM 31242009 01:16 AM 31242009 01:16 AM 31242009 01:16 AM 31242009 01:16 AM. 3242009 01:16 AM 3242009 01:16 AM 32412009 01:16 AM 3242009 01:16AM 3242009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 324200901:16 AM 32 4120 09 01:16 AM 32412009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 3242009 01:16 AM 3242009 WAS AM 3242009 01:16 AM Qualifiers: B AMIymdeteeledinthoossociated N"xdBlaa E Velueabovequantitadonmite H Holding limn for pmpatadon ar analysis exceeded NO Not Detected ae the Rcpetdng Limit S Spixe/Sutmpteoutsideoflimits due to nuttixinterremnce Results am wet amass othuwlsc spedEed DO SumqueDOumd Out ��Adv trred Te'rhna/do- 1 aborsldrloF 3275 Walnta Avenue, Signal Bill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 13 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26-Nfar-09 CLIENT: Leighton Consulting, Inc. Client Sample ED: B2-1.5 Lab Order: 104410 Collection Date: 3/10/2009 11:36:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL' Lab ID: 104410-004 Analyses Result PQL Qual Units 'DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS SYGCIMS EPA 35508 - EPA 8270C RunID: MS6_090320A OC Batch: 54042 PrepDate: 320/2009 Analyst: DMP Benzb(a)anthmcene ND 330 pg/Kg 1 324200901:16 AM Benw(a)pytene No 330 pgMg 1 324200901:16 AM Bemn(b)fluoranthene ND 330 pgMg 1 324200901:16 AM Benzo(g.h,l)perytene ND 330 pg/Kg 1 3242009 01:16 AM Benw(k)f uaranthene ND 330 pg/Kg 1 3242009 01:16 AM Benzolc add NO 1600 pg/Kg 1 3242009 01:16 AM Benzyl alcohol ND 660 pg1Kg 1 3242009 01:16 AM Bis(2-ch1cmethoxy)methane ND 330 pg/Kg 1 324200901:16 AM Bis(2chloroethN)ethor NO 330 p91Kg 1 324200901:16 AM Ba(2ch1orc1scpmpyl)ether ND 330 pg/K9 1 3242009 01:18 AM Bis(2-elhythexyt)phthalate ND 330 pg/Kg 1 3242009 0.:16 AM Butylhenzyiphthaiate NO 330 pgMg 1 .324200901:+.6 AM Chrysene NO 330 pg/Kg 1 324200901:16 AM Di-n-bulNphthalate NO 330 pg/Kg 1 324200901:16 AM Dl-naclylphthafate NO 330 pgn(g 1 3242009 01:16 AM Dt'uerz(a,hWthracene ND 330 pg/Kg' 1 3/242009 01:16 AM Dbenzaturan ND 330 pgM9 1 3242009 01:16 AM Dlethylphthelate NO 330 pgM9 i 324200901:16 AM Dimethylphlhalate ND 330 pgMg 1 3241200901:16 AM Fluoranthene ND 330 pgMg 1 324200901:16 AM Ftuorene NO 330 pgM9 1 3/241200901:16 AM Hexachlorobenzene ND 330 pgM9- 1 324200901:16 AM Hexachlombutadlene NO 660 pgMg 1 3/24200901:16 AM Hexachlemcyalopentadions ND 660 pgM9 1 3242009.01:16 AM Haxarhlomethane ND 330 pgM9 7 324200901:16 AM Indeno(1,2,3<d$yrene NO 330 p9Mg 1 324200901:16 AM Isophatene ND 330 pglKg 1 324200901:16 AM N-Nitrosodl-n-propylamine ND 330 Y91Kg 1 32412009 01:16 AM N-Mtrowalphenyiamine ND 330 p91Kg 1 31242009 01:16 AM Naphthalene ND 330 pgMg 1 324200901:16 AM Nitmbenzene ND 330 pgMg 1 324200901:16 AM Pentachlorophenol ND 1600 pgMg 1 3242009 01:16 AM Phenanthrene ND 330 pg/Kg 1 3124200901:1 SAM Phenol ND 330 pg/Kg 1 324200901:16 AM Pyrene ND 330 pgMg ' 1 324/200901:16AM Sum 1,2-Otchtombenzenad4 74.0 49-103 %REC 1 324200901:16 AM Qu2uners: B Analyte dctectd in the mociated Medved Blank E Value above quantitadom=ge H Holding times tor. prepsmtiun wanalysis exceeded ND Not Denoted at the Reporting Limit 5 SpiWSurtogatc outside of limits due to autrix lnterfetence Results are wet unless otherwise specilid DO Sumagate Diluted Out Adli AdvaaredTeehnoloew- Lrburararfes 3275 Walnu/Avenue, Signal Ail, CA 90755 Tel. S62. 989.404S £az: 56Z989.0040 14 of 43 Analyses Result ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -,Har -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B2-1.5 Lab Order: 104410 Collection Date: 3/10/2009 11:36:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL ..-Lab ID:_ _.. _ —10.4!51.0;004.._--_ •.- -- - - -.._ _ .. ......_. _ ._ _..... _ -• _ --._--._. _ ... ----.. _ ... Analyses Result PQL Qua] Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 35508 EPA 8270C " RunID: MS6 090320A CC Batch: 54042 Prepoate: 320/2009 Analyst- DMP Sum 2,4.6-Tribromophonol 1.45 47.129 5 %REC 1 3/242009 01:16 AM i Sum 2-Chlomphencl-d4 11.9 54109 a %REC 1 3242009 01:16 AM Sum 2-Fluombiphenyl 87.3 69-108 %REC 1 3242009 01:16 AM Sun: 2-Fluorophenol 8.93 50-111 a %REC 1 324200901:16 AM Sun. 4-TeryhenyW14 108 58.135 %REC 1 324200901:16 AM Su.. Nitrobenzene -05 i 92.2 54115 %REC 1 324200901:16 AM ' Su.. Phenold5 41.9 58-112 a %REC 1 324200901:16 AM Quallnen: B Analyte detected in the associated Meshed Blank E Value above quarduaon range H Holding frees Cor prcpsradonor analysis exceeded NO Not Detected or the Repotting Limit S Spike/Surrogate outside of limits due to maCix interference Results are wet unless olhewsc specified DO Surrogate Diluted Out ®® Advanced Tee6nolog 1410,01 �1160n1nries 3275 WalnutAvenue, Slgnal HILI, CA 90755 TeL• 562. 989.4045 Fax 562.989.4040 �� 15 of 43 a i MMMUIRGEMI *1060 Advanced Technology Laboratories Print Date: 26 -Mor -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: 83-0.5 Lab Order: `104410 Collection Date: 3/10/2009 11:43:00 A.&I Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-005 Analyses Result PQL Qua] Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 80158(M) RunID: GC8_090317A OC Balch: 53868 PrepDate: 3/16/2009 Analyst CBR TIR Hydrocarbons: CB -C10 34 10 mg/Kg '1 3117/1909 01:11 PM TIR Hydrocarbons: C10-ClS ND 10 mg1Kg 1 3117/190901:11 PM TIR Hydrocarbons: C16 -C28 11 10 mg/Kg 1 31171190901:11 PM T/R Hydrocarbons: C28 -C36 15 10 mg/Kg 1 311711909 01:11 PM 71R Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 311711909 01:11 PM TIR Hydrocarbons: CB-C40Tctal 59 10 mgft 1 3117/190901:11 PM Sum p-Terphenyl 110 57-144 %REC 1 3/17/1909 01:11 PM PCBS BY GVECO ' EPA 3550B - EPA 8082 Rur.1D: GC5_0903168 OC Batch: '53874 PmpDate: 311612009 Analyst HL Amclor 1016 NO 16 pg/Kg 1 3116/200910:30 PM Aroclor 1221, ND 33 pg/Kg 1 3/16200910:30 PM ArorJcr 1232 NO 16 vq/Kg 1 3/1612009.10:30 PM Amdor 1242 NO 16 p98t9 1 3116200910:30 PM Amdor 1248 NO 16 pg/K9 s 1 3/16200910:30 PM Aroclor 1254 NO 16 pg1Kg 1 3116200910:30 PM Aroclor 1260 NO 16 pg)Kg 1 3/162009 10:30 PM Aroclor 1252 NO 16 pg/Kg 1 3/16200910:30 PM Arodor1288 NO 16 pg]Kg 1 3/16200910:30 PM Sur. Decachlombiphenyl - 60.5 30.124 %REC 1 31162OD910:30 PM Sun: Tebachloro-m-xylene 87.5 40-118 %REC 1 3/16200910:30 PM Qualifiers: BAntlyte demeted in the associated Method Blank E Value ahowe quandotion range R Holding times 'or preparation or annlyrs exceeded ND Not Detected at ate Reporting Limit S SpRe/Surmgate outside of limits dlte to matrix inter:emnce Results am at unless otherwise specified DO Surrogate Diluted Out Advaactd T&baolav �� Lsbanrorirs' 3275 Walnut Avenue, Signal !fill, CA 90715 Tel: 562. 989.9045 Fac 56? 939.4040 16 of 43 Analyses Result PQL ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 16 -Mor -09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B3-1.3 '.Lab Order: 104410 Collection Date: 3/10/2009 1:12:00 PNf Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL -Lab ll)i - 104410=006 Analyses Result PQL Quat Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 80158(M) RunID: GC8_090317A CC Batch: 53868 PrepDate: 31162009 Analyst CBR TIR Hydrocarbons: C8 -CIO 42 10 mg/Kg 1 311711909 02:58 PM TIR Hydrocarbons: C10 -C18 ND 10 mg/Kg 1 311711909 0258 PM TIR Hydrocarbons: C18 -C28 18 10 mg/Kg 1 3/17/1909 02.58 PM TIR Hydrocarbons: C26 -C36 28 10 mg/Kg 1 3/17/1909 02:58 PM TIR Hydrocarbons: C36 -C40 20 10 mg/Kg 1 3117119090258 PM TIR Hydrocarbons: C8 -C40 Total 110 10 mgMg 1 3/17/1909 02:58 PM Sum p-Terphenyl 108 57.144 %REC 1 3117/1909 02:58 PM HYDROCARBON CHAIN IDENTIFICATION EPA 80158 RunID: GC2 090319A CC Batch: E09VS078 PrepDate: Analyst KHN TIR Hydrocarbons: C4-012 i NO 1.0 mg/Kg 1 3/19200902:51 PM Sum Bromofluorobenzene (FID) 90.6 59-145 %REC 1 • 311912009 02:51 PM PCBS BY GCIECD EPA 35508 EPA 8082 RunID: GCS_090316S OC Batch: 53874 PrepDate: 3/162009 Analyst HL Arocicr1016 NO 16 pgMg 1 3116200910:59 PM Amcor 1221 NO 33 pg/Kg 1 3/16200410:59 PM Amclor 1232 ND 16 Vg/Kg 1 3/18200910:59 PM Arador 1242 ND 18 P09 1 3/16200910:59 PM Aroclor 1248 ND 16 pgXg 1 3116200910:59 PM Aroclor 1254 22 16 Vg/Kg 1 3116200910:59 PM Aroclor 1260 NO 16 pg/Kg 1 3116200910:59 PM Aroclor 1262 ND 16 pglKg 1 3116200910:59 PM Arocloi 1268 NO 16 Vg/Kg 1 3/16200910:59 PM Sum Dacarnlombiphenyl 75.4 30-124 %REC 1 3116200910:59 PM Sum Tetmchlom-m-xylene 76.9 40-118 %REC 1 3/162009 10:59 PM VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82608 RunlD: MS5_090319A OC Batch: T09VS076 PrepDate: Analyst HH 1,1,1,2•Tetrachloreelhana ND 5.0 VgIKg 1 3/19200903:11 PM , 1,1,1-Tdchloroefhane NO 5.0 pglKg 1 3/18200903:11 PM 1,1,2,2-Tetrarldareethare NO 5.0 Vg/Kg 1 3/19200903:11 PM 1,1,2-Tdchtomethane NO 5.0 Vg/Kg 1 3/19240903:11 PM 1,1-Dichlomethane ND 5.0 VgXg 1 3119200903:11 PM Quallfiem: B Analyte detceted in the mociated Method Blank E Value above quandudon range H Belding dates for preparation or analysis exceeded NO Not Detectedut the Repotting Limit 8 Spike'Smogate outside of limits due to matrix intcrfcreice Results are wet unless otherwise specified DO Surrogate Diluted Out Ad"ared Tec6nologr Labomlotiet 3275 Walnut Avenue, Signa[Hill, CA 907SS Tel: 562. 989.4043 Far: 562.989.4040 17 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leigbion Consulting, Inc. Client Sample ID: B3-1.3 Lab Order: 104410 Collection Date: 3/102009 1:12:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-006 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC1MS EPA 82608 , RunID: MSS_000319A OC Batch: TD9VS076 Prep0ate: Analyst HH 1,1-Dlchloroethene ND 5.0 jig/Kg 1 3(19200903:11 PM 1,1-OicWomprapene ND 5.0 pg/Kg 1 3/192009.03:11 PM 1,2,3-Trichlorobenzene NO 5.0 pgMg 1 3/i 9200903:11 PM 1,2,3-Trr.Noropropane ND 5.0 pg/K9 1 3/19200903:11 PM 1,2,4-Trichlorobenzene ND 5.0 pg/Kg 1 3119200903:11 PM 1;2.4-Trimelhylbenzene No 5.0 pg/Kg 1 3119200903:11 PM 1,2-Dibroma-3-chlompmpane ND 10 pgMg 1 311.92009 03:11 PM 1,2.01bromoelhane NO 5.0 pg/Kg 1 3119200903:11 PM 1,2-Dichlomberseno NO 5.0 pgMg 1 3119200903:11 PM 1,2-01rhloroalhane ND 5.0 pgMg 1 3119200903:11 PM V-Dlchloropropane ND 5.0 pg/Kg 1 3119200903:11 PM 1,3.5•Trime0tylbenzene. ND 5.0. pg/'(g 1 3119200903:11 PMI 1.3-Dicidombomene ND 5.0 pgMg 1 311 920 0 9 03:11 PM 1,3-Dichlompropane NO 6.0 pgMg 1 3119200.903:11 PM • 1,4-01Wombenteno ND 5.0 pglKg 1 31192009 D3:11 PM 2,2-Dichlcropropane NO 5.0 pgkg 1 3/19200903:11 PM 2-Butenooe NO ,50 pgMg 1 3/19200903:11 PM 2-Chlomtoluene NO 5.0 pglKg 1 3Y9200903:11 PM 2-Kexawne ND 50 pg/Kg 1 3/192009 03:11 PM 4-Chiomtoluene. ND 5.0 pgft 1 3/192M 03:11 PM 4-Lscpropyltoluene NO 5.0 pg/Kg 1 3119200903:11 PM 4-Methyl•2-pentanone NO 50 pg/Kg 1 3119200903:11 PM Acetone ND 6o pgMg 1 3/19200903:11 PM Berreene NO 5.0 pgMg 1 31192009.03:11 PM Brornobenzene ND 5.0 pg/Kg 1 3/19200903:11 PM Bmmochloromethane NO 5.0 pg/K9 1 &19200903:11 PM Bromodlchlommelhane NO 5.0 pg/Kg 1 3/19/200903:11 PM Bromofoarl ND 6.0 pgMg 1 3/19/200903:11 PM Bromomethane ND 5.0 pgMg 1 3/19200903:11 PM Carbon dsutfide ND 5.0 p9mil 1 31191200903:11 PM Carbon tetrachloride NO 5.0 pgMg 1 3119200903:11 PM Chiombenzene ND 6.0 p81Kg 1 31191200903:11 PM Chlomethane ND 5.0. pgMg 1 3119200903:11 PM Chlaroform No - 5.0 pgMg. 1 3119200903:11 PM Chloromethane NO 5.0 pg/Kil 1 3119200903:11 PM cis-1,2-Dithloroelhene ND 5.0 pgMg 1 3/19200903:11 PM QuallOen: B Anolya:dc=tedindh moeiated Mcthod BLlni E Value above quantitation range 11 Holding times forpreirmadon ocanalysis exceeded NO Not Detected at the Reporting Limit 5 Spikel9mrogme outside of limits due to manix interference Results are wet unless otbenvise specified . DO Surrogate Diluted Out ��Advbnced 1 "4ffolo,�l' .Labora(uryes 327: WoLru(Avenoe, Sidsrra(H7!l, CA 90.7:5 TeL• 562. 989.4045 Far: 562.989.4060 18 of 43 Analyses Result ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26-Mnr-09 CLIENT: Leighton Consulting, Inc. Client Sample ED: B3-1.3 , Lab Order: 104410 Collection Date: 3/10/2009 1:12:00 PVI Project: Newport -SCE Parcel, 602497-001 hintrix: SOIL ° .-.Lat1.Ek ---- 1044.10.006._...._---•--- -'------ ------•--'------------------ - - - -'- Analyses Result YQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82606' RunID: MS5-090319A OC Batch: T09VS076 PrepDats: Analyst: HH cls-1,3-01chompmpene NO 5.0 pgMg 1 3119200903:11 PM DI-isbpmpyl ether NO 6.0 pg/Kg 1 3/192009 03:11 PM Dlbromcrhlommethane NO 5.0 pg/Kg 1 3/192009 03:11 PM Dibmmomethano NO 6.0 pg/Kg 1 3/19200903:11 PM Mchiomddluammethane NO 5.0 pg/Kg 1 3/19200903:11 PM Ethyl Acetate ND 50 pg/Kg 1 3/192009 03:11 PM Ethyl Ether NO s0 pg/Kg 1 3/192009 03:11 PM Ethyl Tort -butyl ether NO 5.0 pg/Kg 1 3/192009 03:11 PM Ethyloenzene NO 5.0 pgMg 1 3119200903:19 PM Freon -113 NO 5.0 pg/Kg 1 3119200903:11 PM Hexachlombutadiene ND 5.0 pg/Kg 1 3119200903:11 PM ' lodomethane 'NO 6.0 VG/Kg 1 3/19200903:11 PM lacpmpylbenzene NO 5.0 pgMg 1 3/19260903:11 PM m,p-Xylene NO 10 pg/Kg 1 3119200903:11 FM Methylene chloride NO 5.0 pgMg 1 3/19200903:11 PPA MTBE NO 6.0 pgAg 1 3119200903:11 PPA n-Butylbenz=ne ND 5.0 pgMg 1 3119200903:11 PPA n-Prcpylbenzre NO 5.0 pgMg 1 3/79200903:11 PM Naphthalene NO 5.0 pg/Kg 1 3/1920090311 PM o -Xylene NO S.D. p9/Kg 1 3/19200903:11 PM sec-Butylbemmne NO 5.0 pg/Kg 1 3/19200903:11 PM Styrene NO 5.0 pgMg 1 3119200903:11 PM Tert-amyl methyl ether NO 5.0 pg/Kg 1 31192009 03:11 PM Tart -Butanol NO 100 pgMg 1 3/19200903:11 PM ten-Butylbenzens NO 5.0 pgMg 1 3/19/200903:11 PM Tetmchlomethene NO 6.0 pg/Kg 1 3/19200903:11 PM Toluene NO 5.0 p9/Kg 1 3119200903:11 PM trans-1,2-01chlomethene NO 5.0 pg/Kg 1 3119200903:11 PM, trans-1,3-Dichlompmpene ND 5.0 Vg/Kg 1 3/19200903:11 PM Trichloroethene NO 5.0 pg/Kg 1 3/19200903:11 PM Tdchlomflucmmethane NO 5.0 pgMg 1 3/19200903:11 PM Vinyl acetate NO 50 pgMg 1 3/192009 03:11 PM Vinyl chloride NO 5.0 pgMg 1 31192009 03:11 PM Xylenes. Total NO 15 pg1Kq 1 31192009 03:11 PM Surr. 1,2.Oichlomethaned4 101 70-130. %REC 1 3/19200903:11 PM Sum 4-Bmmonuorobenzene 93.8 70-130 %REC 1 3/192009 03:11 PM Qualifiers: B Analytedetected In the associated Method Blank E Value above quandudon range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S SptkdSustogate outside of limits due to matrix interference Results am wet wiles otherwise sped fied DO Surrogate Diluted Out Advanced Tecbaotbyy j1 Laboratorley 3275 Walnul Avenue, Signal Hill, CA 90755 Tel: 562. 989.4045 F= 562.989.4040 19 of 43 ANALYTICAL RESULTS Advanced Teclinology ]Laboratories Print Date: 26-ddlar-09 CLIENT: Leighton Consulting, Inc. Client Sample ID:, B3-1.3 Lab Order: 104410 Collection Date: 3/102009 1:12:00 PM Project: Newport -SCE Parcel, 602497.001 iilatric SOIL Lab ID: 104410-006 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 82608 Runic: MS5_g90319A OC Batch: T09VS076 PrepDate: Analyst HH Sun: Danamofluoromethane 60.5 70.130 5 %REC 1 3/19200903:11 PM Sum. Toluennd0 112 70.130 %REC 1 31192009 03:11 PM SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 35506 EPA 8270C Runic: MS6_090320A OC Batch: 54042 PrepDate: 3202009 Analyst DMP 1.2,4-Trichlombenzene NO 330 pg/Kg 1 324200901:43 AM 1,2-01chlorobenzene NO 330 V9Mg ' 1 324200901:43 AM 1,3.Oiehlomberizene NO 330 pg/Kg 1 324200901:43 AM 1,4-91chlombemuz ne NO 330 pg/Kg 1 324200901:43 AM 2,4,5-Trichlemphenot NO 330 pgrKg 1 3124200901:43 AM 2.4,6-Trichlomphenol NO 330' pgMg '1 31241200901:43 AM 2,4.01chlomphetrol NO 1600 pgMg 1 3242009 01:43 AM 2.4-01methylphenol ND 330 pg/Kg 1 324200901:43 AM 2,4.Olnitmphenol ND 1600 pgMg 1 324200901:43 AM 2,4-Dinitrotoluene NO 330' Vg/Kg 1 3242009 01:43 AM 2,6-Dinitmtoluere NO 330 pgMg 1 324200901:43 AM 2Chlomnaphihalene NO 330 pg/Kg 1 324200901:43 AM 2Chlamphenol NO 330 pg/Kg 1 3242009 01:43 AM 2-Methylnaphthalone ,' NO 330 pg/Kg 1 3241200901:43 AM 2-Methylphenol NO 330 pgMg 1 3242009 01:43 AM 2-Nitroanline NO - 1600 pgMg 1 3242009 01:43 AM 2-Nitrophenol ND 330 V9Mg 1 31142009 01:43 AM %X-Dichlombenzidine NO 660 pglKg 1 324200901:43 AM 3-91tman'T'ne, ND 1600 Vg/Kg 1 324200901:43 AM 4,6-01nitx -2-mathylphencl ND 1600 pgMg 1 324200901:43 AM 4-Bmmophen"honylether No 330 pg/Kg 1 3242009 01:43 AM 4Chloro-3-mothylphenol ND 660 pg/Kg 1 324200901:43 AM 4-CNomanlina NO 660 - pg/Kg 1 3242009 01:43 AM 4-Chtcrophenyl-phenylether ND 330 VgXg 1 3242009 01:43 AM 4-Mothylphenol ND 330 pgMg 1 3242009 01:43 AM 4-Niboanilne NO 1600 pglKg 1 3242009 01:43 AM 4-Ninoohend ND 1600 VVMg 1 324200901:43 AM Acenaphthene ND 330 Vg/Kg 1 3242009 01:43 AM Acenaphthylene ND - 330 'V9/Kg 1 3242009 01:43 AM Anthracene NO 330 Vg/Kg 1 324200901:43 AM Besizidine(M) ND 1600 VgMg 1 324200901:43 AM Qmlllers: R Analyte detected in the associated Method Blank E Value abovequandlation range H holding tures Cor preparation or analysis exceeded NO Not Detected at the Reporting Limit S SpIdSurogate outside of!routs due in matrix interkrtnee Resulta are net unless othirwise specified DO Surrogate Diluted Out �I drmacd 7rehaoloa Isdaraurnea 3275Walnut Avenue, Signal9i(l,CA 90751 Tel. 562.989.SOJ5 Fax:562.989.dOJ0 I&Akk 20 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 264far-09 CLIENT: Leighton Consulting,. Inc. Client Sample I0: B3-1.3 Lab Order: 104410 Collection Date: 3/10/2009 1:12:00 PM Project: Newport -SCE Parcel, 602497-001 Ylatrix: SOIL Lab ID: 104410-006 - Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 82700 RunID: MS6 090320A OC Batch: 54042 PrepDate: 3202009 Analyst DMP Benzo(a)anlhraoene NO 330 pg/Kg 1 3242009 01:43 AM Benzo(a)pyrene NO 330 pg/Kg 1 324200901:43 AM Benzo(b)0uoranthene NO 330 pg/Kg 1 324200901:43 AM Benzo(g,h,i)perylene NO - $30 pgMg 1 324200901:43 AM Benza(k)fluomnthene NO 330 pglKg . 1 324/200901:43 AM Benzalc acid NO 1600 pgMg 1 324200901:43 AM Benzyl alcohol NO 660 pgMg 1 3242009 01:43 AM Bis(2-chlemelhoxy)methane NO 330 pg/Kg 1 324200901:43 AM Bis(2-chlamethyl)ether ND 330 pgMg 1 :324200901:43 AM Bis(2-chlomisopropyl)ether NO 330 pgMg 1 324200901:43 AM Bis(2-ethylhexyl)phlhale1e NO 330 pg/Kg 1 3/24200901:43 AM Butylbenzylphthalate ND 330 vglKg 1 3/24200901:43 AM Chrysene NO 330 pgMg 1 324200901:43 AM Di-n-butylphthalale ND 330 pg/Kg 1 324200901:43 AM Dl-n-oclylphthalale NO 330 pg/Kg 1 324200901:43 AM Dibinz(a,h)anthnscene NO 330 pg*g 1 324200901:43 AM Dibenzolumn NO 330 pg/Kg 1 324200901:43 AM Olethylphthalate NO 330 pgMg 1 324200901:43 AM Dimethylphthalate NO 330 pgMg 1 324/200901:43 AM Rucranthene NO 330 pg/Kg 1 324200901:43 AM Rucame NO 330 pgMg 1 324200901:43 AM Hexachlorobenzene NO 330 pg/Kg 1 324200901:43 AM Hexachlombutadiene NO 660 pg/K9 1 324200901:43 AM Hexachlorocyclopentadiene ND 660 pg/Kg 1 3/24200901:43 AM Hexa:hlomethane - NO 330 p9/K9 1 324200901:43 AM Indeno(1.2,3-cd)pymne. NO 330 pg/Kg 1 324200901:43 AM Isopharme ND 330 pg/Kg 1 3/24200901:43 AM N -Nitroso ll-n-propylamine NO 330 pg/Kg 1 32412009 01:43 AM N-Nibosodiphenylamine ND 330 pgMg 1 324200901:43 AM Naphthalene ND 330 pg/Kg 1 3242009 01:43 AM Nitrobenzene NO 330 pgMg 1 324200901:43 AM Pentachlorophenol NO 1600 pg/Kg 1 324200901:43 AM Phenanthrene NO 330 pgfKg 1 3242009 01:43 AM Phenol ND 330 pg/Kg 1 324200901:43 AM Pyrene ND 330 pg/Kg 1 3242009 01:43 AM Su.. 1,2-01chlorobenzene-d4 67.4 49-103' %REC 1 3242009 01:43 AM Qualifiers: B Analyte detected in the emaciated Method Blank E Value above quantitation range H Holding times: or preparation or analysis exceeded ND Not Detected at the Reporting Limit _ S Spike/Surrogate outside of limits due to matrix interference Raalts are wet unless otherwise specified DO Surrogate Diluted Out Advanced Teehnoloa ® Labon7ories ' 3275 Walnut Avenue, Sie"nal Hill, CA 90755 Tel. 562. 989.4045 Fos: 562.989.4040 PAW 21 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26•Mar49 CLIENT: Leighton Consulting, Inc. Client Sample ID: B3-1.3 Lab Oder: 104410 Collection Date: 3/102009 1:12:00 PM Project: Newport -SCE parcel, 602497-001 Matrix: SOIL Lab ID: 104410-006 Aoslyses Result PQL Qua -11 Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GCTMS EPA 35508 EPA 8270C RunID: MS6_090320A OC Batch: 54042 PrepOate: 320/2008 Analyst: DMP Sun. 2.4,6-Tdbromophenol 1.21 47.129 S %REC 1 324200901:43 AM Sun. 2-Chlomphencl-d4 15.9 54.109 S %REC 1 324200901:43 AM Sum 2-7luombiphenyl 90.3 59-108 %REC 1 324200901:43 AM Sum. 2-Ruoraphenol 9.99 50-111 S %REC 1 3!24200901:43 AM Sum 4-TerphenyW'.4 97.7 58.135 %REC 1 324200901:43 AM Sun: Nitmbemene-d5 85.9 54-115 %REC 1 324200901:43 AM Sun: Pheno145 47.0 58-112 S %REC 1 3242009 01:43 AM Qualiners: B Analyte detected in the associated Method Blank E Value above quandtadon range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Suz 6meouuidcoflimiaduetometrixlnterfesence Resulbarewetmlessothenvisespeei6ed DO Surrogate Diluted Out A dwflmdTesAaofogv Alk Lxborborstbriee 3271 if alnul Avenue, Signal Hill, CA 90755 Tel: 562 939.4045 Fa<; 562989.4040 22 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample l0: H4-0.5 Lab Order: 104410 Collection Date: 3/10/2009 12:15:00 PM Protech Newport -SCE Parcel, 602497-001 Nlatrix: SOIL Lab ID: 104410-007 Analyses Result PQL Qual Units DE Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 80158(M) RunID: GCM90317A QC Batch: 53868 Propoate: 3/16/2009 Analyst CBR T/R. Hydrocarbons: C8-ClO 32 10 mg1Kg 1 3/17/1909 12:17 PM T/R Hydrocarbons: C10-ClB NO 10 mg1Kg 1 3/17f19091217 Ph1 T/R Hydrocarbons: C18 -C28 14 10 mg1Kg 1 3/1711909 12:17 PM T/R Hydrocarbons: C28 -C36 16 10 mg/Kg 1 3/1711.909 12:17 PM T/R Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 3/17/1909 12:17 PM T/R Hydrocarbons: C&C40 Total fit 10 mg/Kg 1 3/1711909 12:17 PM' Sum p-Terphenyl 112 57-144 %REC 1 3/1711909 12:17 PM PC8S BY GC/ECD - EPA 35508 - EPA 6082 Run10: GCS -1)90316.B OC Batch: 53874 PrepDate: 3/182009 Analyst HL Aroclor1016 NO 16 pg/Kg 1 3/16200911:29 PM Amclor 1221 NO 33 pg/Kg 1 3/1612009 11:29 PM Amclor 1232 NO 16 pg/Kg 1 3116200911:29 PM Amclor 1242 NO 16 pg/Kg 1 3/162009 1129 PM Arodar 1248 NO 16 pg/Kg 1 3116200911:29 PM Arodar 1254 NO 16 pg/Kg 1 3/162W911:29 PM Amclor 1260 NO 16 pg/Kg 1 3116200911:29 PM .Amclor 1262 NO 16 pg/Kg 1 3/16200911:29 PM. Aroclor 1268 NO 1s pg/Kg 1 3/16200911:29 PM Sum Decachlorobiphenyl 72.9 30.124 %REC 1 3/16200911:29 PM Sum Tetrachloro-m-4ene 77.0 40-118 %REC 1 3116200911:29 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet untess otherwise specified DO Surrogate Diluted Out ddkl .Advaacmf Teehnaloew "Lzbomtoda 3375 Walnut Avenue, Signal Hill, CA 90755 Tek 56?. 989.4045 Fax: 562.989.4040 23 of 43 AtNALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIENT: Leighton Consulting, Inc. Client Sample ED: B4-1.8 ' Lab Order: 104410 Collection Date: 3/10/2009 12:30:00 PM Project: Newport -SCE Parcel, 602497-001 Matrix; SOIL Lab ID: 104410-008 Analyses Result PQL Qua] Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 801 SEIM) HUMID: GC8_090317A OC Batch: 53868. PrepOate: 3/16/2009 Analyst: CBR T/R Hydrocarbons: C8 -CIO NO 10 mg/Kg 1 3/17/190912:45 PM 'T/R Hydrocarbons: CiO-C16 NO 10 mg/Kg 1 3117/190912:45 PM T/R Hydrocarbons C18 -C28 16 10 mg/Kg 1 31171190912:45 PM T/R Hydrocarbons: C28 -C36 NO 10 mgMg 1 W71`190912:45 PM T/R Hydrocarbons: C36 -C40 NO 10 mg/Kg 1 31171190912:45 PM T/R Hydrocarbons: 08-C40 Total 16 10 mg/Kg 1 3/17/190912:45 PM Surr. p-Terphenyl 114 57-144 %REC 1 3117/190912:45 PM PCBS BY GC/ECD EPA 35506 EPA 8082 RunIO: GCS_M0316B OC Batch: 53874 PmpDate: 31162009 Analyst: HL Aroclor 1016 NO 16 pgMg 1 3/16200911:59 PM Aroclor 1221 NO 33 pglKg_ 1 3/1 MGM 11:59 PM Aroclor 1232 NO 16 pglKg 1 3/16200911:59 FM Aroclor 1242 NO 16 pg/Kg 1 3/16200911:59 PM Aroclor 1248 NO 16 pgA<q 1 3/16200911:59 PM Aroclor 1254 28 16 pgfKg 1 3/16200911:59 PM Aroclor 1260 NO 18 pgMg 1 316200911:59 PM Aroclor 1262 NO 16 pg/Kg 1 3/16200911:59 PM Amdor1268 Nb 16 pg/Kg 1 3116200911:59 PM Sur. Demchbmbiphenyl 80.6 30.124 %REC 1 3/16200911:59 PM Sum. Tetrachlom,ni-xylene 87.3 40-118 %REC 1 3116200911:59 PM QuallHers: B Analyte detected in the associated.Methad Blanc E Value about quanfitation range H Holding times for preparation or analysis exceeded NO Not Detected at the Repotting Limit S SphdStmogaic ounideaflimits due to matrixinlcieance Rauits uc a^eluNess olhmvueapeaified DO Surogate Diluted Out Adlmneed 7eehaalogv �"® f�barnlorfes 3275 WainwAvenne, Signal �1, CA 90755 Tel: 562. 989.4045 Fac: 562.989.4040 24 of 43 ' ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26 -Mar -09 CLIEYT: _Leighton Consulting, fnc. Client Sample ID: B5-0.5 Lab Order: 1044[0 Collection Date: 3/102009 12:45:00 PM Project: Newport -SCE Parcel, 602497-001 hfatrix: SOIL Lab ID: 104410-009 mg/Kg 1 Analyses Result PQL Qua] Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunID: GC8_09D317A TIR Hydrocarbons: CS -C10 TIR Hydrocarbons: C10CIB TIR Hydrocarbon;: C18 -C28 TIR Hydrocarbons: 028 -MO TIR Hydrocarbons: -C36 -C40 TIR Hydrocarbons: C84Q Total Sum. p-Terphenyl PCBS BY GCIECD RunID: GC5_090316B Aroclor 1016 Aroclarl221 Amcicr 1232 Aroclor 1242 Amdor 1248 Amdcr 1254 Amdor 1260 Amdor 1262 Arodor 1268 Sum Decachlorobiphenyl Sum Tatmehlom-m-xylene OC Batch: EPA 35508 EPA 8082 OC Batch: 53874 EPA 3015B(M) 53868 16 PrepDate: 26 10 mg/Kg 1 ND 10 mg/Kg 1 NO 10 mg/Kg 1 13 10 mg1Kg 1 NO 10 mg/Kg 1 40 10 mglKg 1 113 57.144 %REC 1 EPA 35508 EPA 8082 OC Batch: 53874 PrepDate: ND 16 pg/Kg 1 ND 33 pg1Kg 1 ND 16 pg/Kg 1 ND 16 pglKg 1 48 16 pg1K9 1 ND 16 pglKg 1 ND 16 pg/Kg 1 ND 16 pgiKg 1 ND 16 pg1K9 1 78.7 30-124 %REC 1 - 85.2 40.118 %REC 1 3/16/2009 Analyst CBR 31171190911:50 AM 3/171190911:50 AM 3/1711909 11:50 AM 311 711 9 0 9 11:50 AM 3/1711909 11 50 AM 311711909 11:50 AM 31171190911:50 AM 3/1612009 Analyst HL 3/1712009 12:29 AM 3117200912:29 AM 3117121309 12:29 AM 3117/209 12:29 AM 311 72609 12:29 AM 311 72009 1 229 AM 311720091229 AM 311720091229 AM 31172009 12:29 AM 3117200912:29 AM 3117200912:29 AM QuallOen: B Analytede[ected In the associated Method Blank E Value above quandurtion range H Holding dm® for preparation or analysis exceeded ND Not Detected at the Reporting Limit S 3p'YrlSutroga[eou¢ideoflimi¢dcemtrorrix incefeteree Results are,•et untas o[hcwise specified DO Sumigale Diluted Out 11121Advwa d Techaalooy lstraratorier 3275Walnut Avenue, .Signal Hill, CA907SS Tel. 562. 989.404S Fax 362.989.4040 25 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 16 -Mar -09 CLIENT: Leigbron Consulting, Inc. Client Sample ID: BS -2:0 Lab Order: 104410 Collection Date: 3/10/2009 12:55:00 PM Project: Newport -SCE Parccl, 602497-001 Matrix: SOIL Lab ID: 104410.010 Annlyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 80158(M) RunID: GCB_090317A OC Batch:. 53868 PropDate: • 3/16/2009 Analyst CBR T/R Hydrocarbons: C8-Cl0 ND 10 mg/Kg 1 31171190911:24 AM AR Hydrocarbons: C10 -C18 NO 10 mgMg 1 3117/19091124 AM T1R Hydmcatbons: C18-028 28 10 mg/Kg 1 31171190911:24 AM T1R Hydrocarbons: C28 -C36 ND 10 mg/Kg 1 3117/19091124AM -T/R Hydrocarbons: C36 -C40 ND 10 mg/Kg 1 3/17119091124 AM T/R Hydrocarbons: C8 -C40 Total 28 10 mg/Kg 1 31171190911:24 AM Sum p-Terphenyl 107 57-144 %REC 1 31171190911:24 AM PCBS BY GCIECD ,EPA 35508 EPA 8082 RunID: GC5_090317B OC Bate: 53914 PropDate: 3/172009 Analyst HL Amcor 1016 NO 16 pg/Kg 1 31172009 03:31 PM Amclor 1221 NO 33 pg/Kg 1 3117200903:31 PM Aroclor 1232 - ND 16 pg/Kg 1 31172009 03:31 PM Amclor 1242 ND 16 vgn(g 1 3/17200903:31 PM Aroclor 1248 NO 16 v91Kg 1 3/17200903:31 PM Aroclor 1254 92000 8200 pg/Kg 500 3117200905:01 PM Aroclor 1260 ND 16 pg/Kg 1 3/17200903:31 PM Arodorl262 NO 16 pgfKg 1 " 3/17200903:31 PM Aroclor 1268 ND 16 pg/Kg 1 3/172009 03:31 PM Sum. Decachlembiphenyl 127 30-124 a %REC 1 3117200903:31 PM Sum Decachlcrobiphenyl 0 30-124 Soo %REC 500 3117200905:01 PM Sum Tetrachloro-m-xylene 0 40-118 soo %REC 500 3/17200905:01 PM Sum Tdtmchloro-m-xylene 85.5 40.11,8 %REC 1 3/172009 03:31 PM Ovuliners: B Analyte detected in the associated Method Blank E Value above quantitation mage H Holding times for preparation or analysis exceeded NO Not Detected a Cie Reporting Limit - S Spike/Surrogate outside oflimits due to matrix interference Results are we: unless otherwise specified ,DO Surrogate Diluted. Out dillI Advanced Teedoolos l+6oratories 3275 Walnut Avenue, Signol FTI/, CA 907SS Tek 561. 989,4045 Faze 561.989.4040 104 26 of 43 Advanced Technology Laboratories Dale: 26 -Har -09 CLIENT:' Leighton Consntling Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newport -SCE Parcel, 602497-001 TeslCode: 8O82_S temple ID: 618-51874 SampType: MBLK TeslCode: 8082_S Units: pglKg Prep Date: 3116/2009 RunNo: 106929 :Bent ID: PBS Batch ID: 53874 TestNo: EPA 8082 EPA 35508 Analysis Dale: 311812009 SegNo: 1674089 tnalyte Result PQL SPK value SPK Rel Val %REC LowUmll HlghLlmll RPD Ret Val %RPD RPOUm;t Dust Aroclor 1010 NO 16 0 Arector 1221 NO 33 Amelor 1232 NO 16 - Aroclor 1242 NO 16 Aroclor 1248 NO 18 Amelor 1254 NO 16 Areclor 1280 NO 16 Ansclor 1262 NO 18 ' Amelor 1268 NO 16 Suit. Decachlombiphenyl 11.022 18.67 - 00.1 30 ' 12.4 Sum Telmchloro-m-xylene 12.924 16.67 77.5 40 lie ;ample ID: LCS-53874 SampType: LCS TeslCode: 8082_S Units: pg/Kg Prop Date: 31162009 RunNo: 106929 Rant ID: LCSS Balch ID: 63874 TestNo: EPA 8082 EPA 35508 Analysis Dale: 311612009 SegNo: 1674090 'na;yte Result PDL SPK value SPK Ret Val %REC LolvLlmit HlghLlmit RPD Ref Val %RPD RPDUmit Dual AmrJar 1016 118.453 16 188.7 0 71.1 tib 113 Aroclor 1260 122.869 18 168.7 0 73.7 58 111 ' Sun: Decachimobiphenyl 11.462 16.67 68.8 30 124 Sur. Tetrachlom-m-xylene 12-815 16,67 77.5 40 118 sample lD: 1044104102AM5 SompType: MS TeslCode: 8082_S Units: p91K9 Prep 0918: 311612009 RunNo: 106929 :Oen; ID: B1-2.0 Balch ID: $3874 TestNo: EPA 6082 EPA 36508 Analysis Uale: 311 6120 0 9 SegNo: 1674081 \nalyte Result PQL SPK value SPK Ref Val %REC LowUmll 1,1I9h1.Imll RPD Ref Val %RPD RPDUml[ Dual Aroclor 1018 134.702 16 180.7 0 80.0 51 111 Arneor 1260 140.574 16 168.7 0 89.1 39 123 Sun: Decachlombfphenyl 13.666 18.67 82.0 30 124 Qualifiers: B Annlymdemeted In the ussoc;med Method Blank E VUh2abovequantpatimimnp II 1folding[in= for preparation or aunlysls exceeded NO Not Detected at the Repaving Limit R RPD outside accepted recovery lindig S Spike/Sunogem outside offimin due to matrix hoerkmime DO Someone Diluted Out Calculations art based on raw values Adraomd lireuafvAy �; LdWn/urrrx ]T7S IPulnubh•amq Sfynn//All, CA 90755 Tel: 562 989.lOJS Fu: Jd2.9dAlUlU 27 of 43 CLIM, T: 1-eightonConsueing, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newport -SCG Parcel, 602497-001 TestCode: 9082_S Sample ID: 104410-002AMS SompType: MS TestCode: 8082_9 Units: pglKg Prop Date: 3/1612009 Run No: 106929 Client ID: B1-2.0 Batch 10: 53674 Tea1No: EPA 8082 EPA 35508 Analysis Date: 311612009 SegNo: 1614091 Analyte Result PDL SPK value SPK Ref Vel %REG Lowtlmll HightLlmlt RPD Rel Val %RPD RPOLimil Dual Sum Tetrechlom-m-xylene 15.112 10.07 90.7 40 tie Sample ID: 104410-002AMSD SampType: MSD TestCode: 8082_3 Units: pgfKg Prep Dale: 311612009 RunNo: 106929 Client ID: 81-2.0 Batch ID: 53874 TeslNo: EPA 8082 EPA 35508 Analysis Date: 3116/2009 SegNo: 1974092 Anolyle Result POL SPK value SPK Ref Val %REC LowLlmit HighLimlt RPD Rer Val %RPD RPDLimll Dual Aroclor 1016 133.348 16 168.7 0 80.0 51 ill 134.8 LOB 20 Aroclor 1260 148,506 16 160.7 0 87.9 30 123 146.6 1.40 20 Sum Decachlombiphenyl 13.647 16.67 81.8 30 . 124 0 0 Sum. Tetr-achloro,n-xylono 15.021 16.67 90.1 40 118 0 0 Quallr ers: B Analyte detected in lite asocinted Method Blank E Vaineabovegnentilationtange ND Not Detected at are Reponing Limit R RPD outside accepted recovery limits DO Surrogoie Diluted Out ��� 1rA+nmiSaAnalA;n Calculations are based on raw "lues C.e' /seonwArs. 32751Varnnr.lvennq Sfynul 11111, CA 90755 Tel. 562. 989.4045 Far. 5619119.4040 vV' 28 of 43 11 Holding times for preparation or Analysis erccedcd 5 SpikelSunngate outside orlimin due to nmtrlx Interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT Work Ordcr: 104410 , Project: Newporl-SCE Parcel, 602497-001 TeslCode; 8082_S Sample to: MB -53914 SampType: M13LK TeslCode: 8082_5 Units: pg1Kg Prep Date: 311712009 RunNo: 107004 Client to: PBS Batch to: 53914 TestNo: EPA 8082 EPA 35508 Analysis Date: 311712009 SegNo: 1675401 Analyte Result PQL SPK value SPK.Ref Val %REC LmvLimit HighLlmll RPO Ref Val %RPD RPDLimll Qual Aroclor 1016 ND 18 Aroclor 1221 ND 33 Aroclor 1232 ND 16 Aroclor 1242 ND 16 ' Aroclor 1248 ND 16 ' Aroclor 1254 ND 16 ' Aroclor 1260 ND 16 Amdor 1282 ND. 16 Aroclor 1268 NO. 16 . Sum Decachlonobiphenyl 11.579. 16,87 69.5 30 124 Sum TetracNow-m-xylene 13.256 16.67 79.5 40 lie Sample ID: LCS-53914 SampType: LCS TeslCode: 8082_S Units: pglKg Prep Date: 3/17/2009 RunNoo. 107004 Client to: LCSS Batch to: 53914 TostNo: EPA 8082 EPA 35505 Analysis Date: 3117/2009 SegNo: 1676402 Analyte Result POL SPK value SPK Ref Val %REC Lowllmd HIOhLimlt RPDRet Vat %RPD RPDUmit Qual Aroclor 1016 122.269. 16 160.7 D. 73:4 56 113 Aroclor 1260 129.342 16 166.7 o, 77.6 58 111 Sum Decachiorobiphenyl 11.913 18.67 71.5 30 124 Surr. Tetmchlora-m-xylene 13.275 16.67 79.6- - 40 lie Sample to: 104410-010A IS SampType: MS TeslCode: 0082_S Units: pglKg Prep Date: 311712009 Run No: 107004 - Cnenl ID: 85.2.0 ' Batch to: 53914 TestNo: EPA 8082 EPA 35508 Analysis Date: 311712009 SegNo: 1675813 Analym Result PQL SPK value SPK Ref Val %REC Lokimit HighLimil RPD Ref Val %RPD RPDUmit Dust Sure Decachlorobiphenyl 26.298 Sun. Telrachloro-m-xylene 14.825 16.67 16.67 158 30 124 87.7 40 lie QuallRcrs: B Analyle detected in the associated Method Blank R Value above quantitation range ND Not Dcleeled at lhe.Reporting Limit R RPD ..laid. accepted recovery limits DO Surtogule Diluted Out Calculations are based on raw values 11,60W29 .trhveercl TrMvulugP lrlrommryri� 3275 1Vubna Avenue Signal/1(11 CA 90755 M. 567.98y.laJf Far: f67.989.4040 of 43 S hl Holdingtimes for preparation or analysis exceeded S SpikelSunogale outside of limits due to matrix interference CLICNT: Leighton Consulting, Inc.. ANALYTICAL QC SUMMARY REPORT \Voris Order: 1044.10 Project: Newport -SCE Parcel, 602497-001 TeslCode: 8082_S Sample ID: 104410.010AMSD SampType: MSD TeslCode: 8082 S Units: pglKg ' Prop Data: 311712009 RunNo: 107004 Client ID: 85-2.0 Batch ID: 53914 TeslNo: EPA 8082 EPA 35506 AnaNrJs Date: 3117/2009 SegNo: 1675814 Analyte Result POL SPK value SPK Ref Val %REC LOwUMII HlghLlmll RPD Ret Val %RPD RPDLImit Duo, t .. DecaMbroblpheml 25.882 16.67 185 30 124 0 0 S Sum. Tetrachlom-m-xylene 14.722 15.07 0 0 85.3 40 115 0 0 Sample ID: 104410.010AMS Ssmpl'ypo: MS TestCode: 8082_S Units: pglKg Prep Date: 311712009 RunNo: 107004 Client ID: 85.2.0 Balch ID: $3914 Tes1No: EPA 8082 EPA 35508 Analysis Date: 3/1712009 SegNo: 1675815 Ammo Result POL SPK value SPK Ref Vel %REC LowLlmlt HlghLlmit RPD Ref Val %RPD RPDUml1 Oual Arodor 1016 NO. 8200 100.7 0 0 51 111 SDO Aroclor 1260 NO 8200 168.7 0 0 39 123 SDO Sum Decachlombiphenyl 0 16.67 0 30 124 SDO Sum Tetrachloro-m-xylene 0 18.67 0 40 HB SDO Sample ID: 104410-010AMSD Samprype: MSD. TeslCode: 8037_5 Units: pg/Kg Prop Data: 311712009 RunNo: 107004 Client ID: B5-2.0 Batch ID: 53914 TestNo: EPA 8062 EPA 35508 Analysis Date: 311712009 SegNo: 1875916 Analyle Result POL SPK value SPK Ref Val %REC LowUmlt HlghLlmit RPD Rer Val %RPD RPDUmil Dust Aroclor 1016 NO 8200 186.7 0 0 51 111 829.3 0 20 SDO Aroclor 1260 NO 8200 108.7 0' 0 30 123 0 0 20 SDO Sum Decachlorobiphenyl 0 16.67 0 So 124 0 0 SDO Sum Tetrechlom-m-xyleno 0 16.67 0 40 118 0 0 SDO QaaIIRen: B Analyle detected in Me associnted Method Blank E Vahmobovequsntifalionrenge ' NO Not Detected al the Repaning Limit R RPD outside aceepled meovery limits UO Surrogate Diluted Out Calculations am based on row values j��\� neyarre:nxeuam,D• S1,\ lr0anfbrfri 327f IYnfnmAvenn4 Signal NI/l. CA 9075$ Tel: J62 9C9A011 Fas-J62959.1OIO ' 30 of 43 H RoldlnellmeslbrprepamilonarenelysisuuWcd S Spike/Sumagale outside aflimils due to matrix imerfenome CLTMT: Leighton Consulling, Inc. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newport -SCE Parcel, 602497-001 TestCode: 8260_S 'ample ID: T090319LC2 SemDType: LCS TeslCode: 8260_5 ANIS: pg/Kg Prop Data: RunNo: 107234 :hent ID: LCSS Batch ID: T09V5076 TesiNo: EPA 82608 Analysis Date: 3119120D9 SegNo: 1679397 knalyle Result PDL SPK valuo SPK Ref Val %REC Lowl-imil HighUmlt RPD ReI VaI %RPD RPDLlmit Dual 1.1-01chiaroelhene 49.79b 5.0 50.00 0 99.6 70 130 Benzene 88.860 5.0 100.0 0 88.9 70 130 Chlorobenzene 47.350 5.0 50.00 0 94.7 70 13D MTBE 47.59D 5.0 50.OD 0 95.2 70 13D Toluene 91.600 5.0 100.0 0 91.6 70 130 Trichloroethene 45.480 5.0 50.00 0 90.9 70 130 Sum 1,2-01chloroelhaned4 42.660 50.00 65.7 70 130 Sum 4-Bmmolluorobenzone 48.610 -- 50.00 97.2 70 130 Su.. Dibmmo8uommelhane 49.750 50.00 99.5 70 130 Sum: Toluene -d6 .' 60.880 50.00 102 70 130 Sample ID: T09031OM82MS SamItType: MS TestCode: 82605 Units: pg/Kg Prop Data: RunNo: 107234 cnen11D: 777777 Belch ID: T09VS016 TestNo: EPA 8260B Anslysis Dale: 311912009 SegNo: 1678398 knalyte, Result PDL SPK value SPK Ref Val %REC LowLlmll HIghLlmll RPD Ref Val %RPD RPDUmiI Dust 1.1-Dichleroclhene - 51.820 5.0 50.00 0 104 70 130 Benzene 102.540 5.0 100.0 0 103. 70 130 CNorobenzene 52.466 5.0 50.00 0' 105 70 130 PATBE 51.090 5.0 50.00 0 102 70 130 Toluene 104.980 6.0 100.0 0 105 70 130 Tdchlomethene 51.030 5.0 50.00 0 102 70 130 Sum 1.2-01chlomelhanocI4. 44.530 50.00 89.1 70 130 Sum 4-Bmmolluorobenzeno 51.740 50.00 103 70 130 Sum DlbrortronLleromelhane, 50.680 50.00 101 70 130 Sum Toluenade 54.890 50.00 110 70 130. Sample ID: T090319MB2MSD Sempfype: MSD • TeslCode: 8260_S Units: pglKg Prop Data: RunNo: 107234 Client ID: ZZ77" Balch ID: T09V5076 TestNo: EPA 82608 Analysis Dale: 3119/2009 SegNo: 1679399 Analyte Result POL SPK value SPK Ref Val %REC Lowl lmlt HIghLlmll RPO Ref Val %RPD RPOUmIt Dual Qualifiers: B Analyte defected In the associated Mellmd Blank - E Vahm above guentilulion range PI Holding times for preparation or analysis exceeded ND Not Detected at flit iteponing Limit R RPD oufslde aeeepled reenvery linill9 S Spike/Surro tale outside of limits due ro nleuix interference DO SurmOtm Diluted Duf Calculations are based on mw values dOnnml7erbavlagn 1 4bvomdrir 1775 IVahvo Aernnq S191,4111111, CA 90755 Td: 561939.40,15 Far. 162.989.4040 31 of 43 CLIENT: .Leighton Consulting Inc. ANALYTICAL QC SUMMARY REPORT Work Order. 104410 .Project: Newport -SCE Parcel, 602497-001 TeslCode: 8260_S SamplolD: T090318MB2MSO SarnpType: f6SD TestCode: 826(LS units: pg)Kg Prop Date: RunNo: 107234 Client ID: 222227 Balch 10: TOSVS076 TestNo: EPA 82600 Analysis Dale: 311 912 0 0 9 SegNo: 1679399 Fnelyle Result PQL SPK value SPK Ref Val %REC LowLimit HlghLlmll RPD Ref Val %RPD RPDLimll Dual 1.1-Dlchlwoethene 51.330 5.0 50.00 0 103 70 130 51.82 0.950 20 Benzene 102.480 5.0 100.0 0 102 70 130 102.5 0.0586 20 Chloroaenzone 51.590 5.0 50.00 0 103 70 130 52.46 1.67 20 MTBE 52.560 5.0 50.00 0 105 70 130 51.09 2.84 20 Toluene 103.000 5.0 100.0 0 103 70 130 105.0 1.90 20 Trichlorcelhene 50.040 5.0 50;00 0 100 70 130 51.03 1.96 20 Sum 1,2-Dichloroelhane-d4 44.350 50.00 88.7 70 130 0 20 Surr. 4-Bromonuorobenzene 51.240 50.00 102 70 .130 0 20 Sum DlSromolluoromethono 52.140 60.00 104 70 130 0 20 Sum: Toluene -d8 54.910 50.00 110 70 130 0 20 lampls ID; 76903191V182 SompTypo: MBLK TeslCode: 8260_S units: pglKg Prep Date: RunNo: 107234 :Ilent ID: PBS Batch ID: T09VS079 TeslNo: EPA 8260B Analysis Date: 311912009 SegNo: 1679400 \nalyle Result PQL SPK value SPK Rcf Vnl %REC Lowl.lmll HlghLlmll RPD Rcf Val %RPD RPDLimil Dual 1.1.1.2-Telrachloroelhene NO 5.0 1,1,1-TdWoneethano NO 5.0 1,1,2,2 -Tetrachloroethane ND 5.0 1.1,2-Tricidoroelhano ND 5.0 1.1-131chloroelhene ND 5.0 1,1-Dichloroethene ND 5.0 , 1,1-Dichbmpropene, NO 5.0 1.2,3-Trfchtorahonzenc NO 5.0 ' 1;2.3-Tdchloropropan , ND 5.0 1.2,4-Tddllombenzena ND 5.0 ' 1.2.4-Trimothylbenzene NO 5.0 , 1,2-Dlbromo-3-chkmopropano NO 10 ' 1,2-Dlbromoelhene ND 5.0 1,2-Dichlomhenzune ND 5.0 1.2-Dichtoroelhane ND 5.0 Qualifiers: E Analyle detected lathe associated Method Blank E Volae above quantitnrion range NO Not Detected at the Reporting Limit R. RPD uutside accepted mcovay limits DO Adew.red Sumagwo Dflnled Out revAsahAr, Ci lWolions are based an mw volucz Laaerarorl" 3275I14e1nnlA.,., signal 11111, CA 90755 Tel: 562.989.4075 Par. 562.989.4040 s� 32 of 43 tl Holding times for prepamlfon or analysis exceeded S Spike/Snmogale outside of limits due to matrix interference CLIENT: Leighton Consulting, Inc, ANALYTICAL QC SUMMARY REPORT W orlc Order: 104410 Project: Newport -SCC. Parcel, 602497-001 ' TestCode: 8260_S gample ID: T09031SM82 SampType: MBLK TestCode: 8260.5 Units: pg/Kg Prep Date: RunNo: 107234 :Ilent ID: PBS Batch ID: T09VS076 TestNo: EPA 82608 Analysis Date: 311912009 SO4NO: 1679400 4nalyte Result PQL SPK value SPK Ref Val %REC Lowl imit HighLimit RPD Ref Val %RPD RPDLlmH Dust 1;2-Dichlompmpane NO 5.0 - 1,3,5-Trimelhyeenzene NO 5.0 1,3 -Dichlorobenzene NO 5.0 1,3-Dlchloropropane NO 5.0 1,4 -Dichlorobenzene ND 5.0 2.2-Dlchloropropane NO 5.0 2-Butanone NO 50 2-Chlomloluene NO 5.0 2-Hezanone NO 50 4-Chlorotoluene NO 5.0 4-Isopropyllaluene ND 5.0 4-Methyl-2-pentanone No 5o Acelons NO 50 Benzene NO 5.0 ' Bromobenzene NO 5.0 - Bromochloremcthane NO 5.0 Bromodichlommethene NO 5.0 Bromofonn NO 5.0 Bmmomethane NO 5.0 ' Carbon disulfide NO 5.0 Carbon tetrachloride NO 5.0 ' Chlorobenzene NO 5.0 Chlomelhana NO 5.0 Chloroform ND 5.0 Chlommelhane NO 6.0 cis-1,2-Dlchloroethene ND 5.0 cis11,3-Dlchloropropene ND 5.0 DI-Isopmpyl elher NO 5.0 Dibromcchlommethane ND 5.0 Dlbromamethane NO 5.0 QuaIIBCr9: B Analytic detected in rhe associated Method Blank E Value above quamilatien range H holding times for preparation or analysis .exceeded NO Not Defected at the Reporting Limit R RPD outside accepted recovery lindo S SpikeJSurrogule onrside ofHirt! is due to nmtrix interference DQ Surrogate Diluted Out Calculations are bWd on raw values - .rdrancrd irMm/eN• �, !a/romlrtles 3175 )Yd nn/Arrmm, Siynn!!fi!/, 1A 90755 TO. .162989.4045 Pur. 567B89. JOJe 33 of 43 CLIENT: Leighton Consolling, Inc. ANALYTICAL QC SUMMARY REPORT Norte Order: 104410 Project: Newport -SCE Parcel, 602497.001 TestCode: 8260_S Semple ID: T090319MB2 SampType: MBLK TeslCode: 8260_5 Units: pglKg Prep Data: RunNo: 107234 Client ID: PBS Batch ID: T09V5078 TesWo: EPA 8260B Analysis Date: 3119/2009 Secift 1679600 Analyle Result POL SPK valuo SPK Ref Val %REC LowLlmll HighLtmtt RPD Ref Val %RPO RPDUmh Dual Dichlomdiflucromelhone NO 5.0 Ethyl Acetate NO 50 ' Ethyl Ether NO - 50 Ethyl Ted-bulyl ether NO 5.0 Elhylbeuzene - NO 5.0 Freon -113 NO 5.0 Hexachlorobutadiene NO 5.0 - lodomethane NO 5.0 Isopmpylbenzene NO 5.0 m,p-Xylene - NO 10 ' Methylene chloride NO 5.0 MTBE NO 5.0 n-Butylbenzerte NO 5.0 - n-Propylbenzene NO 5.0 Naphthalene NO 5.0 o -Xylene .. NO 5.0 sec-Bulymemene NO . 5.0 Styrene NO 5.0 Tert-amyl methyl other NO 6.0 Ten-Bulanol ND 100 ten-Butylbenzene NO 5.0 - Telrachtomethene NO 5.0 Toluene ND 5.0 trans-1.2-Dlrhloreothorr0 NO 5.0 - - trans-1,3-Dichloropmpene ND 5,0 Trichloroethene ND 5.0 Trichlorofluoromethane ND 5.0 Vinyl acetate NO 50 Vinyl chloride NO 5.0 Xylenes. Total NO 15 Qualifiers: D Analylc detected in the ssocialed Method Blank E Value above quundtation range NO Not Detected at the Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on raw values 'AdlYafrYI TKdMia(P 327J IPuLunArenua, Sltnul ffil/, CA 9081 4doarnrfiY TrF 162989.1041 Fur 364989.40I0 34 of 43 H Holding Braes for preparation or analysis exceeded S Spike/Surrogate outside oflimtts duo to matrix interfcmtca CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY REPORT WDrk Order: 104410 'Project: Newport -SCE Parcel, 602497-001 TestCode: 8260S Sample ID: T09D319MB2 SampType:. MBLK ToslCode: 8260_5 , Units: pglKg Prep Dale: RunNo: 107234 Client ID: PBS' Batch ID: T09VS076 TeslNo: EPA 82608 Analysis Date: 311912009 SegNo: 1679400 Analyte Result PQL SPK value SPK Ref Val %REC. LnwUmlt Highl-imit RPO Ref Val %RPD RPDLimit Qual Surf. 1,2-01chloroelhane-M 45.950 50.00 - 91.9 70 130 SUM 4-Bretnofluorobeneene 48.740 50,00 97.5 70 130 Sum Dibromo0uommethane 52.540 - 50,00 105 70 130 Sum Tolueme-o8 58.290 50.00 107 70 130 QoallEers: B Annlyte detected in the associated Method Blank E Value above quontilation range NO Not Detected of the. Reporting Limit R RPD outside accepted recovery limits DO Surrogate Diluted Out Calculations are based on mw values 1110W35 ,lahw1wd TmGea/upy "bantrunn 3775 fVnhnq.lrenury Signvl MY, CA 90755 Tcl: 561. 989.404f Fur:f629J9.JOJ0 of 43 H Holding limes for preparation or analysis exceeded S Spike/Surrogaw outside ofliniits due tomalrix interference CLIENT: Leighton Consulting, Inc. ANALYTICAL QC SUMMARY RE, PORT Work Order: 104410 Project: Newport -SCC Parcel, 602497-001 TestCode: 8270_S—FULL Sample to: MB -54042 SempType: MBLK TestCode: a270_9 PUL Units: pglKg Prep Date: 312012009 RunNo: 107270 Client ID: PBS Batch to: 54042 TeslNo: EPA 8270C EPA 35508 Analysis Date: 3/2312008 SegNo: 1680777 9nalyle Result PQL SPK value SPK Rel Val %REC LowLimll Highlimil RPO Ref Val %RPD RPDLimll Qual 1.2,4-Trichlorobenzene NO 330 1,2 -Dichlorobenzene NO 330 , 1,3 -Dichlorobenzene NO 330 1,4-01chlarobenzene ND 330 2,4,5 -Trichlorophenol ND 330 2,4,6-Tdchlorophenol - _ NO 330 , 2,4-Dichlomphanol NO 1000 ' 2.4 -Dimethylphenol NO 330 ' 2,4-Dinllmphenol - ND 1600 ' 2;4-Dinllrotoiuene ND 330 2.6-Dinilrololuene ND 330 - 2-Chloronaphthalens ND 330 - 2 -Chlorophenol - NO 330 2 -Methylnaphthalene ND 330 2-Methylphenol NO 330 2-Nltroanlline, NO 1600 2-Nltrophenol ND 330 3,3'-Dlchlorobeozldlne NO 660 3-Nilroanlllne - NO 1600 - 4,6-Dinllro-2-methylphenol NO 1800 4-Bromophenyl-phenylether NO 330 .4-Chloro-3-methylphanot N4 660 4-Chloroaniline ND - 660 4-Chtomphenyl-phenylether NO 330 - 4-Methylphenol ND 930 4-Nitroaniline NO 1600 4-Nltrophenol ND 1600 ' Acenaphlhene NO 330 Acenaphthylene NO 330 Anthracene ND 330 Qunnners: - B Analyte detected in the associated Method Blank B Value above. quantilation range ND Not Detected at the Reposing Limit R RPDomsidesceepied recovery limns DO 6arrogale Dilul2d Oul Calculations am based on raw values Ad..red7"finobgn ' �amN1a11x, 3275 IY40utldytnne, Sigua1Hf11, G 90755 7i•I: f62. 989.JOJf I•'ur: f62.989.J070 36 of 43 H. Holding times for preparation or analysis exceeded S Spike/Surrogate outside oflinrits due to matrix interference CLIENT: Leighton Consulting Inc. ANALYTICAL QC SUMMARY REPORT Worlr Order: 104410 Project: Newport -SCE Parcel, 602497-001 TeslCode: 5270_S—FULL Sample ID: KIM4042 SampType: h1BLK TeslCode: 8270_5_FUL Units: pglKg Prop Date: 312012009 RunNo: 107270 Cllent ID: PBS Belch ID: 54042 •TeslNo: EPA 8270C EPA 35500 Analysis Dale: 312312009 See No: 1680777 4nalyte Result POL SPK value SPK Ref Val %REC LowUmil HIghUmil RPD Ret Val %RPD RPDLImlt Owl Benzkline (M) NO 1600 Benzo(a)antlimcena NO 330 Benzo(a)pyrene NO 330 Benzo(b)0uoranlhene ND 330 Benzo(g,h,I)perylene NO 330 Benzo(k)Ouoranlhone NO 330 Benzols ecld ND 1600 Renzyl alcohol NO 660 Bls(2-chloroelhoxy)methuno NO 330 Bls(2-chloroelhyl)ether ND 330 Bis(2-chlomisopropyl)ulhor ND 330 Bis(2-elhythexy0phlhelete ND 330 Bulylbenzylphlhalate. NO 330 Chrysene ND 330 Dl-n-butytphlhalate ND 330 Dt-rtxtylphthatale ND 330 Oibenz(a,h)enthmeene NO 330 Dmenzorumn NO 330 Olelhylphlhatate ND 330 Dlmethylphlhalale NO 330 Fluamnlhene NO 330, Fluorene NO 330 Hexachlurobenzene NO 330. Hexaddorobuladlene NO 660 Hexachrarocycbpenmdlene ND 660 Hexechloneelhana ND 330 Indeno(1,2,3-cd)pyrene NO 330 Isopharorle NO 330 N-Nltrosadl-n-propylamine ND 930 N-Nitrosediphenytamino NO 330 Qunlifiers: B Analyto detected in the associated Method Blank E Value above quantitation range. NO Not Detected at the Reposing Limit R RPD outside accepted recovery Ilmla DO Surrogate Diluted Old - Calculations are best on row values AdnvurM rrrbuempn ubv"lurn, 32751Palroa Avenue, Sip,al 11111, CA 90755 Tel: 56Z 989.4045 Fuc 567.969.4070 37 of 43 H Halding limes for pretension or analysis acceded S Splke/Suaogme muside oflimtts due to mauiv imedcmnce CLIENT: Leighton Consuhing, Inc. ANALYTJCAL QC SUMMARY RE PORI' Work Order: 104410 Project: Newport -SCE Parcel, 602497-001 TestCode: 8270 S PULL Sample 10: 1,113.54042 SempType: MBLK TestCode: 8270 S FUL Units: pgIK9 Prep Date: 312012009 RunNo: 107270 Client 1D: PBS Belch ID: 54042 TestNo: EPA 8270C EPA 15608 Analysis Date: 312312009 SegNo: 1680777 Analyte Result POL SPK value SPK Ref Val %REC LowUmlt HighUmit RPD Rel VaI %RPD RPDLlmlt Qual Naphthalene NO 330 Prop Date: 3120120D9 RMNO: 107270 'Ilenl ID: LCSS Batch ID: 54042 Nitrobenzene NO 330 knalyle Result PQL SPK value SPK Ref Val %REC Lowi-lmll, HlghUmil RPD Ref Val Penlachlorophenol ND 1600 130 2 -Chlorophenol 3008.687 330 3330 0 Phenanthrono ND 330 4-Chloro-3-melhylphenol 3580.000 660 3330 0 107 Phenol ND 330 1800 3330 0 128 77 Pyrene ND 330 3330 0 103 83 • 117 Sum 1,2-Dlchiorobenzenc•d4 • 3005.000 3330 0 - 3330 00.2 49 103 Sum 2.4,6-TrlbromOphenol 3380.333 94.1 3330 102 47 12D Suit: 2 -Chlorophenol -44 3199.000 67 3330 96.1 54' 109 Sum 2-Fluemblphenyl 3513.000 122 3330 1D5 59 108 Sun: 2•Fluamphenol 3104.333 B. Analyledctectcdinlhemsoclnted Method Blunk 3330 93.2 50 111 Sum. 4-Terphenyl-dl4 3893.000 R 3330 111 58 135 Sum Nilrobonzened5 3581.000 Calculations are, based on raw values 3330 108 54 115 Sum. PhewW5 3308.333 3330 09.3 58 112 Sample ID: LCS•54042 SempType: LCS TestCode: 6270_S_FUL Units: pgtKg Prop Date: 3120120D9 RMNO: 107270 'Ilenl ID: LCSS Batch ID: 54042 TestNo: EPA 82700 EPA 35508 Analysis Date: 312 3120 0 9 SegNo: 1680778 knalyle Result PQL SPK value SPK Ref Val %REC Lowi-lmll, HlghUmil RPD Ref Val %RPD RPDUmll Qual 1,2,4-Tdchlorobenzene 3050.000 330 3330 0 91.6 61 107• 1,4-Dlchbmbenzane 2890.697 330 3330 0 86.8 58 100 2.4-DiNholbluene 3327.667 330 3330 0 09.0 72 130 2 -Chlorophenol 3008.687 330 3330 0 90.4 64 105 4-Chloro-3-melhylphenol 3580.000 660 3330 0 107 74 125 ' 4-Nltraphertol 4187.000 1800 3330 0 128 77 137• Acenaphthene 3418.333 330 3330 0 103 83 • 117 N-Nlhesodt-rt-propylamine 3504.000 330 3330 0 - 108 71 121 Penlachlorophenol 3133.667 1600 3330 0 94.1 69 125 Phenol 3342.000 330 3330 0 100 67 111 Pyrene 3184.333 330 3330 0 95.0 60 122 Qaannerx: • B. Analyledctectcdinlhemsoclnted Method Blunk E value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit R RPU outside accepled recovery Ibnlls S Spike/Surnogete outside ofllmlts due to matrix Interference DO Surrogate Diluted Ont Calculations are, based on raw values 01 4Anneed TeiBaolog" L46onturh'a. J275 MinotAveuue, Skgnof Hill, 01 90755 Tel; S62. 989.4045 Fuc 562989.4049 ' 38 of 43 CLIENT: Leighton Consulting, Inc' ANALYTICAL QC SUMMARY REPORT !York Ordcr: 104410 Project: Newport -SCC Parcel, 602497-001 TestCode: 8270_5 FULL Sample ID: LCS-64042 SompTypo: LCS TeslCode: 8270_S_FUL Units: pglKg Prep Date: 312012009 RunNo: 107270 :hent ID:LESS Botch ID: 84042 TeslNo: EPA BZ)OC EPA 36609 Analysis Date: 3/2312009 SegNo: 1680778 4naR4e Result POL SPK value SPK Rof Vol %REC , LawUmit NlghUmll RPD Rel Val %RPD RPDUmII Qual Sun: 1,2-01chlomhar¢eno-o4 2811.000 3330 84.4 49 103 Surr, 2,4,0.Trlbmmophenol 3688.000 3330 110 47 129 Sum. 2-Chlomphanal-d4 2943.333 3330 88.4 64 108 Sum. 2-Fluomblpho4l 3525.667 3330 106 59 108 Sum 2-Fluomphenol 2836.000 3330 85.2 50 111 Surr. 4-Terphenyl-dl4 3115.333 3330 83.6 58 135 Sum. 1,11trobenzone•45 3325.667 3330 99.9 54 115 Sun: Phenol -d5 3112.000 3330 03.5 58 112 Sample 10: 104619-002AMS SampTypa: MS TestCode: 8270_5 FUL Units: pg/Kg Prep Dole: 3/2012009 RunNo: 107270 :hent 10: 777 Batch ID: 64042 TeslNo: EPA 8270C EPA 35508 Analysis Date: 3123=09 SegNo: 1600779 lnalyte Result PQL SPK value SPK Ref Val %REC LowLlmll NIOhLlmll RPD Ret Val %RPD RPDLImll Duel 1,2,4-Trichlorobenzene 3014.667 330 3330 0 00.5 60 105 1,4•Dichlombenzene, 2830.667 330 3330 0 65.0 50 99 2,4-Dlnllrototuene 3313.667 330 3330 0 09,5 70 130 , 2-Chlomphenal 3153.333 330 3330 0 04.7 se 107 ' 4-Chloro-mothylphenol 3626.667 680 3330 0 109 72 124 , 4-1,111mphertW 4299.000 1600 3330 0 129 69 139 Acenaphthene 3498.333 330 3330 0 105 59 116 N-Nitrosodln pmpylamtne 3697.887 330 3330 0 111 61 125 Pentachlomphenol 3311.687 1600 3330 0 99.4 Se 131 Phenol 3403.000 330 3330 0 105 60 113 Pymne 3069.667 330 3330 0 02.8 51 130 Sur. 1,2 -Dichlorobenzene -d4 2772,667 3330 83.3 49 103 Sur. 2,4,6-Tribmmophenol 3732.667 3330 112 47 129 Surr. 2 -Chlorophenol -d4 3081.000 3330 02.5 54 109 Sum 2-Fluomblphenyl 3534.687 3330 100 59 106 Sum 7.-Fluomphenol 2940,667 3330 66:6 50 111 Sum. 4-Terphenyl-014 3223.333 3330 06.6 58, 135 Qualifiers: B Analytedclected in lheassoclotcd Method Blank 11 Velneabovcgnamilalionnugo ND Not Detected at the Reporting l,tmit R RPD oulside oceepmd txoverylimit, DO Smragole Diluted Out Calculations ort based on raw values Adorurnl llr4oabgt• d bUwv/cN� 327f IVulnurAvrnne, SlgymUlJll, CA 90758 Tel.562.939.41145 F'us 162D89.lWU 39 of 43 It holding times for preparation or analysis exceeded S Spite/Surrogetc outside of limits due to matrix tnlmiemace I CLIENT: Leighton Consulting Inc. ANALYTICAL QC SUMMARY REPORT Worlc Order: 104410 Project: Newport -SCG Parcel, 602497-001 - TeslCode: 8270_S—TOLL Sample ID: 104519-002AMS SompType: MS Testcode: 6270_5_FUL Units: pg1Kg Prep 0310: 312012009 RunNo: 107270 Glenn ID: 777727 Balch ID: 64042 TeslNo: EPA 8270C EPA 35508 An 0108 Data: 3/23/2009 SegNo: 1680779 Analyte Result POL SPK vale SPK Ref Val %REC LowUmlt HlghLlmlt RPD Ref Val %RPO RPOUmit Dual Surr. Nitrobenzone-d5 3338.687 3330 100 54 115 Sum. Phenol -d5 3219.000 3330 66.7 58 112 3ample ID: 104519-0D2AMSD SempType: MSD TestCodo: 8270 _SJUL Units: pglKg Prep Date: 3120/2009 Run No: 107270 :Ileal ID: 772227 Batch ID: 64042 TestNo: EPA 8270C EPA 35608 Analysis Dale: 312312009 SegNo: 1680780 lnatyle Result PDL SPK value SPK Ret Vat %REC Lowl lmll HlghLlmlt RPD RelVal %RPD RPDLimil Oust 1,2,4-Trichlorobenzene ' 3272.333 330 3330 0 98.3 60 105 3015 8.20 20 1,4-Dichlombenzene 3069.000 330 3330 0 92.2 50 90 2831 8.08 20 2,4-Dlnitmtoluene 3806.333 330 3330 0 108 70 130 3314 8.48 20 2-Chlomphenol 3388.333 330 3330 0 101 SB 107 3153 0.59 20 4-619oro3-Methylphen0l 3870.667 660 3330 0 116 72 124 3627 6.51 20 4-1,11lrophenel 4482.000 1600 3330 0 135 69 139 4299 4.17 20 Acenaphthene 3845.333 330 3330 0 115 59 110 3498 9.51 20 N-Nllmsodl-n-propylamine 3928.333 330 3330 0 118 61 125 3698 8.05 20 Penlachlomphenol 3613.000 16D0' 3330 0 108 58 131 3312 8.70 20 Phenol 3744.333 330 3330 0 112 60 113 3493 6.95 20 Pyrene 3387.000 330 3330 0- 101 51 130 3090 8.59 20 Star. 1,2-Olchlombenzeno-d4 2090.00D 3330 89.8 49 103 0 0 Surr. 2,4,e-Tr9uomophenol 3932.667 3330 118 47 129 0 0 Sur. 2-ChlomphomW4 3271.000 3330 08.2 54 109 0 0 Sur. 2-Fluombtphenyl 3077.333 - 3330 110 59 108 0 0 S Sum 2-nuomphenol 3172.887 3330 95.3 50 111 0 0 Sum 4-Terphenyl-014 3450.887 3330 104 58 135 0 0 Sum. Nltmbenzene-05 3580.333 3330 108 54 115 0 0 Sum Phenol -05 3431.000 3330 103 5B 112 0 0 Qualifiers: B Analyte defected in Inas associated Method Blank E Voluenbovegnantilatiommnge NO Not Detected m the Reponing Linn R RPD outside sampled recovery lindrs DO Surrogate Diluted Out Calculations are based on mw values .s d,aaml7eegmla,QP Vbanprlf1, 327$ Mat.. Avume, S/gnat 1/111. CR 90755 7ek 562989.4045 Fav: 562999.4040 40 of 43 H Holding times for prepamlion or analysis exceeded S Spike/Surrogelc amsidcarlimlls due to imtdc hnerremnce MEW: Leighton Consulting Inc. ANALYTICAL QC SUMMARY REPORT Wor11. Order. 104410 Project: Newport -SCR Parcel, 602497-001 TeslCode: HC_S_ATL Sample ID: r110-53868 SampTyW MBLK ToSlCade: HC_S ATL Units: mg/Kg Prep Date: 3/1612009 RunNo: 107003 :Ilenl ID: PBS Batch ID: 53068 TestNo: EPA 8015B1hl LOFT Analysis Date: 311711909 SegNo: 1675387 lnalyte Result POI. SPK value SPK Rel Val %REC LowLlmlt HighLimll RPD Rat Val %RPD RPDLImi1 Dual TIR Hydrocarbons: C8 -C10 NO 10 TIR Hydrocarbons: C10 -C18 NO 10 TIR Hydrocarbons: C78C28 NO 10 TIR Hydmcaf0ons: C28 -C36 NO 10 , TIR Hydrocarbons: C36 -C40 NO 10 TIR Hydrocarbons: C8 -C40 Total NO 10 Sun: p-Terphemyl 78.601 80.00 88.4 Qualifiers: D Analym defected in theassociated Method Slank B Value above quantitalron range ND Not Detected at the Reporting Main R . RPD ovinia accepted recovery fundis DO Surrogate Dihaed Out Calculations am based an mw values Adraa Jw1e, al;r• �b..�rui/n 7271 IYuatur Arcnrm, SYgnal lf111, G190733 Tel. $62. ➢BD.JDJJ Fue: 567.989.1010 41 of 43 57 144 H Holding tuna for pmyaretion or analysis exceeded S SpibdSwrugam outside ofIimiudue to unaria intents¢nee CLIENT: Leighton Consnlling, Inc. ANALYTICAL QC SUMMARY REPORT Worle Order: 104410 Project: Newport -SCE Parcel; 602497-001 TastCode: I1C_S VOAC4Cl2 Sample ID: E0903191081 SampType: MBLK TestCode: HC_S_VOAC Units: mglKg Prep Date: RunNo: 107164 Cilenl ID: PBS Balch ID: E09VS078 TestNo: EPA SDI 6B Analysis Dater 3119/2009 SegNo: 1678173 Analyte Result POL SPK value SPK Ref Val %REC LovUmll HlghUmil RPO Ref Val %RPD RPDLfmit Dual T/R Hydrocarbons: C4 -C72 ND 1.D Sun: Bmmofluombenzene (FID) 86.207 100.0 _ 86.2 59 145 - Sample ID: 104410-MBAMS SampType: MS TestCode: HC S VOAC Units: mglKg prop Date: RunNo: 107164 Client 10: B3-1.3 - Batch ID: E09VS078 TestNo: EPA 80158 Analysis Date: 911912009 SegNo: 1678177 Anatyte Result POL SPK value SPK Rel Val %REC LowLimit HighLimll RPD Ref Val %RPD RPDLfmit Qual T/R Hydrocarbons: C4 -C12 4.481 1.0 5.000 0 89.6 39 ' 135 Star. SmmoOuombenzene (FID) 104.104 100.0 104 59 145 Sample ID: 104410-006AMSD SompType: MSD TestCode: HC_S_VOAC Units: mglKg Prep Date: RunNo: 107164 Client ID: 83-1.3 Batch to: S09VS078 Tes(No: EPA 80160 Analysis Date: 3/1912008 SegNo: 1678176 Analyte Result POL SPK value SPK Ref Val %REC LowLlmit HighLlmil RPD Rel Val %RPD RPOLimit Dual T1R Hydrocarbons: C4-Cl2 4.455 1.0 5.000 0 89.1 39 135 4.481 0.582 20 Su.. Bromofluorobenzene (FID) 104.796 100.0 105 59 145 0 0 Sample ID: E090319LCS1 SampType: LCS TeslCods: HC_S_VOAC Units: mglKg Prep Date: RunNo: 107164 Clierl ID: LCSS Batch ID: E09VS078 TestNo: EPA 8015B Analysis Date: 3119/2009 SegNo: 1678179 Analyte Result POL SPK value SPK Ref Val %REC LowLbnll HlghUmilt RPD Ref Val %RPD RPDLImit Qual I Hydromfbons: C4 -C12 4-704 1.0 5.000 0 95.7 73 120 Sum Bromolluombenzene (FID) 90.156 100.0 902 59 145 Qualifiers: B Analyte detected in the associated Method Blank B Value above quantitation range ND Not Detected at the Reporting Limit R RPD outside ne,apied recovery limits DO Surrogate Diluted Out Calculations are based on raw values ATKIN,1275 Ad,..,M 2bdh,akgr Mln.,dveaeq Signal fill, CA 907S5 Tel: 562.959.4045 Far: 562989.4040 qFW42 of 43 H .Holding times l'oa preparation or analysis exceeded S SpikdSumogote outside oflimits due to nwtdk interference Advanced Technology Laboratories Date: 2641ot-09 CLIEW: Leighton Consulting; too. ANALYTICAL QC SUMMARY REPORT Work Order: 104410 Project: Newport -.SCG Parcel. 602497-001 BotchlDl: 53868 Sample ID: LCS-53868 SampType: LCS. TeslCode: 8015_S—DM Units: mg/Kg Prep Dale: 3/1612009 Run No: 107003 Client ID: LCSS Belch ID: 63B68 TeslNo: EPA 8015B(M LOFT Analysis Date: 311711909 SegNo: 1675383 Analyte Result POL SPK value SPK Ref Val %REC LowUmil Hightimil RPD Ref Val %RPD RPDUmlt Oual DRO 1021.900 10 1000 0 102 81 128 Surr P-Terphenyl 89.756 80.00 112 57 144 Sample ID: 104410-009AMS SampType: MS TestGode: 8015_5 DM Units: mgfKg Prep Dale: 311612009 RunNo: 107003 Client ID: 85-0.6 Balch to.,53868 TeslNo: EPA 8015B(M LUFT Analysts Dale: 311711909 SegNo: 1676385 Analyte Result POL SPKvalue SPKRef Vel %REC Lowtlmlt 1119hUmlt RPDRef Val %RPD RPDLim(t Dual DRO 1089.405 10 1000 11.74 106 se 145 Sur. p•Terphenyl 97.132 80.00 121 57 144 Sample ID: 104410-009AMSD SampType: MSD TeslCods: 8016 _S_DM Units: mg/Kg Prep Date: 3110/2009 Run No: 107003 Client ID: B5-0.5 Batch ID: 5386B TeslNo: EPA 80158(M LUFT Analysis Dale: 311711909 SegNo: 1675386 Analyte Result PDL .SPK value SPK Ref Val %REC LowLlmit HlghLlmit RPD Rel Val %RPD RPDUmll Dual DRO 1057.622 10 1000 11.74 105 58 145 1089 2.97 20 Surr. p-Terpnenyl 91.527 80.00 114 57 144 0 0 Qualifiers: B Analyte detected in the ossocialed Method Blank C Value above gunntitation range NO Not Detected et the Repaving Limit R RPD ontside accepted recovery limits DO Surrogate Diluted Out Calculations ort based on raw ,values .ldivaamd Te DWAAr 4lwnrv4n 3279 IVa/nur Avrnuq Slynulllil/. CA 90751 7i•1: 561. 989.4045 Pux: 562.989.4040 43 of 43 H Holding limes for Preparation or analysis exceeded S Spike/Snrmgate outside ofIimils due to matrix interfinence August 12,2009 Meredith Church Leighton Consulting; Inc. 17781 CowanStreet ne hv*,,CA . I . 920,14 TEL,t (949) 681-4108' FAX (45)457-7-230 Al~ sMNenqd,, 602497-oo3 Attention: Meredith Churih. ELAP'No-- 1838 NEL.0 1�.':'621 OTCA .Nf-,V,ADA--CA401 C$VLA,d-Wo..-l0l§6 Wdf%p*i-No.. 106685 Endlos6dare,'theresults f6r'sample(p):received oii.Augustbl',.-JO0 IbYAdyancp4Technology custody 14 accoraanee with the applic4le laboratory pertige4tions; 'nattk you for the opportunity to se'rv-i"e hevj5dyour tonipaby. Please feeffree. to -call ate itf067)9894045,i.f I okri'be-of Agher assistance to ).,qui,company. . - The coyer letter and'the ease narrative am an infogria.partgf',Ns.analyt.icalre -part and jcanriqt-bc m produced in P=.or in its entirety without writtan.perm Ibn 6m the client grid A&Iiitced'Tetilinoicigy L46tiin ! es. Advanced Iedmoliisn, Ldbwraroriej 3275 lVarbTutAventie (;4 90M Teb 562j 989.-:04,1'Fac 562 9894040 1 of 68. SOUTHERN CALIFORNIA EDISON POWER PRODUCTION Engineering And Technical Services GEOTECHNICAL GROUP FIELD FINDING REPORT SUMMARIES OF FIELD INVESTIGATION AND LABORATORY ANALYTICAL TESTING NEWPORT SUBSTATION (RETIRED) 1516 WEST BALBOA BLVD. NEWPORT BEACH, CALIFORNIA PREPARED BY: SOUTHERN CALIFORNIA EDISON COMPANY ENGINEERING & TECHNICAL SERVICES GEOTECHNICAL SERVICES FEBRUARY 28, 2013 FEBRUARY 28, 2013 Mr. Charles Aldrich Senior Environmental Engineer SUBJECT: Field Finding Report Summaries of Feld Investigation and Laboratory Analytical Testing Newport Substation (Retired) 1516 West Balboa Blvd. Newport Beach, California This Field Finding Report documents the environmental soil and groundwater sampling activities and the results of laboratory analytical testing that were conducted at the above subject address. The location of the project is shown on Figure 1, Vicinity Map. As stated in the Site Assessment Work Plan, two investigative phases have been conducted previously at the site by Leighton Consulting, Inc. A Total of 13 soil borings (B-1 to B-13) were performed in March 2009 and September 2009. In the March 2009 investigation, all 10 samples were analyzed for the presence of Total Petroleum Hydrocarbons -carbon chain identification (TPH-ccid) and polychlorinated biphenyls (PCB). The 3 samples exhibiting the highest TPH-ccid results were then analyzed for semi -volatile organic compounds (SVOC) and those 3 samples which exhibited the highest TPH-gasoline (TPH-g) detections were analyzed for volatile organic compounds (VOC). TPH-ccid was detected in 9 of the 10 samples and the concentrations ranged from 16 to 110 milligrams/kilograms (mg/kg). The PCB Aroclor 1248 was detected in 1 sample at a concentration of 0.048 mg/kg. Aroclor 1254 was detected in 4 samples at concentrations ranging from 0.022 to 92 mg/kg. No VOC or SVOC were detected. The September 2009 investigation consisted of twenty-seven soil samples and 8 groundwater samples. The analytical suite was the same as the previous investigation. TPH- ccid was detected in only 1 sample at a concentration of 41 mg/kg. TPH-ccid was not detected in any other sample nor the groundwater sample. Aroclor 1254 was detected in 4 samples at concentrations ranging from 0.059 to 0.36 mg/kg. Aroclor 1242 was detected in 2 samples at concentrations ranging from 0.028 to 0.036 mg/kg. PCB was not detected in any other sample. A variety of common SVOCs were 'detected in 1 sample at concentrations of 0.43 to 0.76 mg/kg. TPH-g and VOC were not detected in any soil sample. TPH-g and PCB were not detected in any groundwater sample. TPH-ccid was detected in one sample at a concentration of 0.68 milligram/liter (mg/L) and was interpreted to be from an offsite source. -2- A copy of the Site Assessment Work Plan dated November 6, 2012 is included in Appendix A. SCOPE OF WORK The purpose of this site assessment is to obtain adequate quantities of additional subsurface samples to further determine the presence and extent of the impacted soil, and confirm the absence of impacted groundwater. The scope of this field investigation includes: Phase I: • In the south area of the site, collection of twelve (12) soil samples (HA -1 to HA -12) from an approximate depth of 0.5 & 1 feet bgs. • In the north area of the site, completion of 31 soil borings (VB -1 to VB -31) with soil samples collected from approximate depths of 0.5, 2.5, and 5.0 feet bgs. • Collection of up to 7 groundwater samples from the depth of groundwater. • Analytical testing of the collected soil and groundwater samples. Phase ll: • In the southern area, completion of 19 soil borings (VB -32 to VB -50) with soil samples collected from approximate depths of 0.5, 2.5, and 5.0 feet bgs. • Collection of up to 5 groundwater samples from the depth of groundwater. • Analytical testing of the collected soil and groundwater samples. • Preparation of this field finding report. FIELD INVESTIGATION The site assessment consisted of drilling total fifty (50) soil borings (VB -1 to VB -50) with a geoprobe using the direct push technique on November 8, 2012 and December 12, 2012 and a total twelve (12) soil borings using a hand -auger on November 7, 2012. As directed, all soil borings were pushed at least 5 feet below the ground surface. A total of twelve (12) groundwater samples were also collected on November 13, 2012 and December 12, 2012. During sampling, each soil sample was field screened with a Photovac Micro Tip Photoionization Detector (PID). Observations about odor and soil discoloration were made. The PID readings are shown on the Logs of Test Boring in Appendix C. Soil samples were collected with the Geoprobe using a stainless steel drive sampler lined with an acetate tube as well as utilizing hand -auger. The samples were collected in accordance with EPA guidelines for laboratory analytical testing. Each sample was sealed, capped, labeled and stored in a chilled ice chest for transport to a California certified laboratory, following proper chain of custody procedures. Locations of the borings are depicted on Figure 2, Boring Locations Plan. Detailed descriptions of the soil conditions encountered during the field investigation are included on the Logs of Boring in Appendix C. -3- SITE GEOLOGY AND SUBSURFACE SOIL/GROUNDWATER CONDITIONS The site is located on a barrier beach along the Newport Beach coastline. In accordance with the field investigation, soils encountered by Leighton consist of a variety of silt and sand with varying amounts of cobbles to the maximum depth explored of 8 feet. The Pacific Ocean is located approximately 800 feet southwest of the site and Newport Bay is approximately 200 feet to the northeast. Consequently, groundwater levels at the site are expected to be tidally influenced and variable. Leighton encountered groundwater at depths ranging from 5.5 to 7 feet below ground surface (bgs) which probably represents tidal fluctuation. LABORATORY ANALYTICAL TESTING In accordance with the Site Assessment Work Plan, all soil and groundwater samples will be analyzed for: Total Petroleum Hydrocarbons (TPH) by EPA Method 8015 modified for hydrocarbon chain distribution (TPH-ccid), Polychlorinated biphenyls (PCB) by EPA Method 8082 with sample extraction via USEPA SW -846 Method 3540C (Soxhlet Extraction) Title 22 Metals by EPA Methods 6010B and 7471A In the Site Assessment Work Plan, it was an option that Volatile Organic Compounds (VOC) would be tested for by EPA Method 8260B and Semi -volatile organic compounds (SVOC) would be tested for by EPA Test Method 8270C if relatively high levels of lower carbon -chain concentrations were found. Therefore, based on the TPH analytical test results, Site Assessment Work Plan and as directed, VOC & SVOC were not performed on the samples. RESULTS OF ANALYTICAL LABORATORY TESTING In accordance with the results of the laboratory analytical testing, Table II Metals test results from the soil samples indicated concentrations of all metals, except lead, were below the Title 22, California Code Regulations (CCR) action levels. A Waste Extraction Test (WET) was performed, and STLC (Soluble Threshold Limit Concentration) & TCLP (Toxicity Characteristic Leaching Procedure) analytical test results determined that elevated lead concentrations which exceeded the STLC threshold were HA -4@6" (6.4 mg/L), VB -10@5' (6.7 mg/L), VB -11@2.5' (33 mg/L), VB -11@5' (8.3 mg/L), VB -12@2.5' (7.2 mg/L), VB -15@5' (16 mg/L), VB -19@5' (8.5 mg/L), VB -49@2.5' (9.4mg/L), and VB -50@0.5'(5.7 mg/L). Laboratory testing results indicated Hydrocarbon Chain Distribution was detected in the soil samples. The highest concentration detected in the soil sample was HA -11@6" (C28 -C36 & C36 -C40) 2,100 mg/kg. Detected concentrations of PCBs in the soil samples were exhibited in Aroclor 1242, Aroclor 1254, & Aroclor 1260 only. The highest concentration detected of PCBs in the soil samples was VB -28@0.5'(50 ppm). -4- Summaries of environmental laboratory analytical testing results for Hand -auger and Geoprobe soil borings are presented in Table 1 & Table 2. Groundwater environmental laboratory analytical testing results and a list of concentrations are presented in Table 3. A summary of lab detections is also presented on the sampling location plan in Figures 3, 4, 5, and 6. Analytical laboratory testing results along with findings were provided to you via email transmittals earlier upon completion of laboratory testing. Laboratory test results can also be found in Appendix B. CLOSURE It should be noted that all information contained in this report are based on: (1) site conditions as they existed at the time of the sampling and samples obtained at the locations and depth obtained. The samples do not represent the entire site; (2) laboratory analytical testing performed on the samples obtained during field investigation at the approximate locations as directed and as indicated. No other representation, either expressed or implied, is included in our report. A potential always remains for the presence of unknown, unidentified, or unforeseen subsurface contamination on portions of the project not sampled. Conditions may vary between the exploration localities, or at other locations or depths. This report has been prepared for the exclusive use of the specified SCE organization and the specific location at the specific project address. If new information is developed in future site work (which may include excavations or other studies), the SCE Geotech Group should be contacted to re- evaluate the interpretations in this report, and to provide amendments as required. 0. We would like to thank the Corporate -Environmental Services (OS -CES) for providing us the opportunity to provide geo-environmental engineering support on this project. If you have any questions or require additional information, please call the undersigned at PAX 47795 or (909) 394-8795. h �ek MIJG CHI, P.E. ZAID AHMAD, P.E. i Project Engineer Project Manager/Geotech Group Lead Geotechnical Group Geotechnical Group Engineering & Technical Services Engineering & Technical Services Southern California Edison Company Southern California Edison Company cc: Geotechnical File -5- Attachments: Figure 1: Vicinity Map Figure 2: Boring Location Plan Figure 3: Hydrocarbon Chain detection summary Figure 4: CA -Title 22 Metals detection summary Figure 5: PCB detection summary Figure 6: Groundwater detection summary Table 1: Summary of Lab Testing for Hand -auger Borings Table 2: Summary of Lab Testing for Geoprobe Borings Table 3: Summary of Lab Testing for Groundwater Sampling Appendix A: Site Assessment Work Plan (SCE) Appendix B: ATL Laboratory testing Appendix C: Log of Test Borings s/civil/geotech/mc/2013/Environmental Site Field Finding Report - Newport Sub (Retired).DOC SITE ASSESSMENT WORK PLAN (SCE) NOVEMBER 6, 2012 SOUTHERN CALIFORNIA EDISON POWER PRODUCTION Engineering And Technical Sen;ices GEOTECHNICAL GROUP SITE ASSESSMENT WORK PLAN FORMER NEWPORT SUBSTATION 1516 WEST BALBOA BOULEVARD NEWPORT BEACH, CALIFORNIA PREPARED BY: SOUTHERN CALIFORNIA EDISON COMPANY ENGINEERING & TECHNICAL SERVICES DAM SAFETY AND GEOTECHNICAL SERVICES NOVEMBER 6, 2012 November 6, 2012 Site Assessment Work Plan Newport Substation 1516 West Balboa Boulevard Newport Beach, California 1.0 This Southern California Edison Company (SCE) Site Assessment Work Plan is for soil and groundwater sampling activities at the former Newport Substation located at the above subject address. The location of the project is shown on Figure 1. Two investigative phases have been conducted at the site by Leighton Consulting, Inc. The first investigation, conducted in March 2009, consisted of 5 borings completed to 2 feet. The second investigation was conducted in September 2009 and included 8 borings completed to 8 feet. Soil samples were collected from 0.5 feet below ground surface (bgs) to the total depth of the borings. In the March 2009 investigation, all 10 samples were analyzed for the presence of Total Petroleum Hydrocarbons -carbon chain identification (TPH-ccid) and polychlorinated biphenyls (PCB). The 3 samples exhibiting the highest TPH-ccid results were then analyzed for semi -volatile organic compounds (SVOC) and those 3 samples which exhibited the highest TPH-gasoline (TPH-g) detections were analyzed for volatile organic compounds (VOC). TPH-ccid was detected in 9 of the 10 samples and the concentrations ranged from 16 to 110 milligrams/kilograms (mg/kg). The PCB Aroclor 1248 was detected in 1 sample at a concentration of 0.048 mg/kg. Aroclor 1254 was detected in 4 samples at concentrations ranging from 0.022 to 92 mg/kg. No VOC or SVOC were detected. The September 2009 investigation consisted of twenty-seven soil samples and 8 groundwater samples. The analytical suite was the same as the previous investigation. TPH-ccid was detected in only 1 sample at a concentration of 41 mg/kg. TPH-ccid was not detected in any other sample in this boring nor the groundwater sample. Aroclor 1254 was detected in 4 samples at concentrations ranging from 0.059 to 0.36 mg/kg. Aroclor 1242 was detected in 2 samples at concentrations ranging from 0.028 to 0.036 mg/kg. PCB was not detected in any other sample. A variety of common SVOCs were detected in 1 sample at concentrations of 0.43 to 0.76 mg/kg. TPH-g and VOC were not detected in any soil sample. TPH-g and PCB were not detected in any groundwater sample. TPH-ccid was detected in one sample at a concentration of 0.68 milligram/liter (mg/L) and was interpreted to be from an offsite source. Site Geology and Groundwater Conditions The site is located on a barrier beach along the Newport Beach coastline. Soils encountered by Leighton consist of a variety of silt and sand with varying amounts of cobbles to the maximum depth explored of 8 feet. The Pacific Ocean is located 650 feet southwest of the site and Newport Bay is approximately 180 feet to the northeast. Consequently, groundwater levels at the site are expected to be tidally influenced and variable. Leighton encountered groundwater at depths ranging from 5.5 to 7 feet below ground surface (bgs) which probably represents tidal fluctuation. 2.0 SCOPE OF WORK The purpose of this site assessment is to obtain additional subsurface samples to further determine the presence and extent of the impacted soil, and confirm the absence of impacted groundwater. This work plan describes performance of environmental analytical testing and will establish the baseline environmental characteristics of the site. The scope of this field investigation includes: • In the southern area, collection of twelve soil samples from an approximate depth of 0.5 feet bgs. • In the northern area, completion of 31 soil borings with soil samples collected from approximate depths of 0.5, 2.5, and 5.0 feet bgs. • Collection of up to 8 groundwater samples from the depth groundwater is encountered. • Analytical testing of the collected soil and groundwater samples. • Preparation of an investigation report. The locations of the proposed borings are shown on Figure 2. 3.0 FIELD INVESTIGATION A soil boring log will be maintained for all soil and groundwater sampling operations as a record of visual descriptions made in the field. The log will be completed by the geologist or engineer supervising the soil sampling operations. This log will contain a detailed description of the soil encountered per American Society Testing & Methods (ASTM) Method D2488-84. The descriptions will include appropriate information such as organic material content, grain size distribution, plasticity, mottling, color, odor, relative moisture content, consistency, density, grain shape and lithology, and the Unified Soil Classification System (USCS) group symbol. Groundwater observations such as first depth encountered, depth to water, and sampling notes will also be captured on the log. All soil and groundwater sampling operations will be conducted under the direction or supervision of a California Professional Geologist or Civil Engineer. The surface datum at every soil boring and sample location will be established relative to the Temporary Bench Mark (TBM) on the concrete driveway at the south side of the property. The relative elevations of all samples taken will be established by survey to the nearest 0.1 -foot based on the assumed datum. The horizontal sampling grid will be referenced to a convenient permanent MOAN landmark. On Figure 2, the grid control point was established at the northwest corner of the site, but another location could be used as well. Horizontal control will to the nearest 0.5 -feet. Soil samples will be collected from the subsurface by hand auger or direct -push sample techniques. All soil samples will be collected into either acetate liners or sampling tubes. All soil samples will be sent to a state -certified analytical laboratory for discrete analysis. At the end of drilling, the boring will be backfilled with bentonite chips, hydrated, and the surface repaired, if necessary. The soil cuttings will be contained in drums and properly labeled until receipt of the analytical test results. Grab samples of groundwater will be collected from the borings at the depth groundwater is encountered. Samples will be collected by disposable bailer, peristaltic pump, or Hydropunch. Groundwater samples will be placed into pre -preserved laboratory provided glassware and sent to a state -certified analytical laboratory. The groundwater samples will be analyzed for the same analytes as the soil samples. All groundwater samples will be filtered and non -filtered with filtration conducted at the state -certified analytical laboratory. Decontamination standards and procedures for PCB sampling equipment will be conducted in accordance with 40 CFR 761.79(c) (2), Self -implementing decontamination procedures which specifies "Any person decontaminating movable equipment contaminated by PCBs, tools, and sampling equipment may do so by: (i) Swabbing surfaces that have contacted PCBs with a solvent, (ii) A double wash/rinse as defined in subpart S of this part; or (iii) Another applicable decontamination procedure in this section. " SCE will decontaminate moveable and sampling equipment utilizing 40 CFR (c) (2) (ii). These procedures will include: • Remove loose soil and grime with an industrial strength, non -phosphate detergent. • Rinse the wash solution of the surface with 1 gallon clean water/square foot and capture the rinseate. • Dry the surface. • Conduct first wash with Performance-based Organic Decontamination Fluid (PODF), scrubbing rough surfaces so that each 1 square foot area is very wet for 1 minute. • Rinse with clean PODF. • Conduct second wash and rinse as described above. • Capture all rinsate water and PODF. Disposal of decontamination residues will be consistent with 761.79(g), and record keeping for decontamination will be consistent with 761.79(f) requirements. Otherwise, all soil and groundwater sampling equipment and associated tools including hand -augers and split -spoon samplers will be decontaminated by a three-step process: • Scrubbing with potable water to remove soil particles • Washing with a non -phosphate detergent • Rinsing with potable water -3- Drilling and sampling equipment will be cleaned and decontaminated before arriving on site. All decontamination water will be contained in drums and labeled properly until receipt of laboratory analysis. A site safety plan was developed for this project and is contained in Appendix A. 4.0 ANALYTICAL TESTING All soil and groundwater samples will be analyzed for Total Petroleum Hydrocarbons (TPH) by EPA Method 8015 modified for hydrocarbon chain distribution, polychlorinated biphenyls (PCB) by EPA Method 8082 with sample extraction via USEPA SW -846 Method 3540C (Soxhlet Extraction), and Title 22 metals by EPA Methods 6010B and 7471A. Volatile Organic Compounds (VOC) will be tested for by EPA Method 8260B and semi -volatile organic compounds (SVOC) will use EPA Test Method 8270C. SVOC and VOC analysis will only be requested after receipt and interpretation of the TPH test results. The detection limits for PCB analysis are proposed to be < 0.05 mg/kg for soil and 0.25pg/L for groundwater. The facility name, sampling date/time, containers, requested analyses, person(s) collecting and relinquishing the. samples, and sample identification will be indicated on the chain -of -custody record. Each sample collected shall be labeled with the following information: ® Project name and number o Boring & sample number and depth a Date/time of collection Appropriate containers, preservation, and analytical holding times are presented in Table 1. Table 1 Media Analyte Container Preservation Analytical Holding Time 14 days TPH (extraction) PCB Stainless-steel, brass or 40 days SVOC acetate sleeve (analysis) Soil Cool to 4'C 180 days Metals 48hou rs VOC Encore sampler for VOC p (extraction) 14 days (analysis) TPH PCB 1 -Liter amber glass Cool to 4° C SVOC 7 days Groundwater Metals 250 mL HDPE NHO3 180 days VOC 3-40 ml glass HCL (no 7 days headspace) Zr Each sample container will be sealed with Teflon film and plastic end caps and placed inside an appropriate sized cooler and packed with adequate temperature controls to maintain sample integrity until receipt by the laboratory. All samples will be transported to the state -certified analytical laboratory by field personnel, or laboratory courier. All samples will be accompanied by a properly completed Chain -of -Custody (COC) form. The sample numbers and locations will be listed on the COC form and will match the information on the individual sample labels. When transferring the possession of samples, the individual relinquishing and receiving will sign, date, and note the time on the record. 5.0 After field operations are complete and the analytical laboratory data received, a Site Assessment Report will be prepared. This report will describe the field activities and present results of the analytical testing. Figures and tables will be prepared to support the text, as necessary. Soil boring logs, groundwater sampling logs, analytical laboratory report, and copies of the COC"s will also be included. -5- n OAST No,b ��,�( A or ♦ y, °r �,,,,,e �.. �aoo {r .r 4,w t abKa .� , a 't Ii yYEp OO ti M��s/y 6� AN ♦r Rp mss°,. � a YaYww IIYw ne at RING. W a ♦ COAST HWY Np E � aanws a u4.ear . '7? S ♦s . � na'sawr n '+dpop p 3 Rr BYO (� aar ar e a _ re. t RASO 6: UL e aaE.try PROYr t w = {4y: Mr . .may �, I o R4 PROM Qf�arp PROM -^ 0 0.125 0.25 0.5 0.75 1 1.25 Miles Target Property Map Number. ygs0.5010111t:Le,Rcr.7 14.rommhL.,.m,,..,. Issued For. Bernard Ragan .arL4W ipy.ryrvyrn.•n4t4.uJsy kYtl. m[IWup IVIMLmiWq Ne.vrws. W m.Rn.nuwny„� 6mra lu: a prhviv u.[. � yr Projection: IITM NAD83 Zane I1N Target Property: NEWPORT Substation .•y•4n.4r..uowe. �mylw..w,mpa.min.mmm..wm��, au. Approved by: CFeindel Address: I5166ALBOA BLVD. ""'V'""'"`"”`"°'"'♦tl1•inip aj°"G"°"•"a""oinitlidH tr Imm a b un e_ra eNfv.i[n e�iuv[.r L.IiIJ:I'6 PId4Wlllt GIS Phone: (626)302-9885/21857 YaRma.Y •r..m.mwl-al*sY re�..aY..11�bs¢ City/State/Zip: NEWPORT BEACH/CA/9Q-663 Supervisor RRamirezi..W ueua J Created by. J. sel,aeBe/). Finley Source: Thomas Bros. Street Data �, E D I S O N iY"�R'w"• .�Lmwl. M Date: 10/5/20055:56x12 FM ux, Inllw :,. �C x g 2 x x �8A1 m g 1 58¢S j}2 fl S N t F6 Z x x x x m +�+i + + + Q ++X o J - I. o'oi g $ WUI O�gTz zlz eroere�—___—_—___—_— %BS yE os� Ar i x x x x m g 1 j}2 fl F6 Z x x x x + _ `d + m g fl + + 1 e-_ I+ + m +�+i + + + NC� I. o'oi SITE SAFETY AND HEALTH PLAN CLIENT: SCE TDBU Safety and Environmental CLIENT CONTACT: Charles Aldrich CLIENT CELL: 626.862-7127 CLIENT OFFICE TELEPHONE: 626-462-8712 SITE NAME: Newport Substation (former) SITE ADDRESS: 1516 West Balboa Boulevard, CA 92663 SITE CONTACT: Ming Chi DATE: November 5, 2011 SSHP EXPIRATION: June 30, 2013 PROJECT MANAGER: Charles Aldrich 626-862-7127 FIELD MANAGER: Ming Chi (Cell 626-823.6283), Grace Bernabe (Cell 626-524-3741 SUBCONTRACTOR: Interphase Geoprobe Services. DISCLAIMER This Site Safety and Health Plan have been written for the use of SCE and its employees. It may also be used as a guidance document by properly trained and experienced SCE subcontractors. However, SCE does not guarantee the health or safety of any person entering the site. Due to the nature of the site and the activity occurring thereon, it is not possible to discover, evaluate, and provide protection for all possible hazards which may be encountered. Strict adherence to the health and safety guidelines set forth herein will reduce, but not eliminate, the potential for injury on the site. The health and safety guidelines in this plan were prepared specifically for this site and should not be used on any other site without prior research by trained health and safety specialists. All personnel participating in the field must be trained in the general and specific hazards unique to the job and, if applicable, participate in a medical surveillance program. SCE claims no responsibility for use of this plan by others. The plan is written for the specific site conditions, purposes, dates, and personnel specified and must be amended if these conditions change. Project Information A) Facility Site Description: The subject site is the location of a former electrical substation. All structures have been demolished and the site is vacant. B) Site Map: A copy of the site plan prepared for the sampling and analysis plan is attached. 1) Entry/emergency access: 2) Work Location: 3) Spill Location: Undetermined 4) Location of borings: See Attached Plan C) Background Information: Site environmental assessment study at the subject site. Low concentrations of PCB and TPH detected. Refer to Site Assessment Work Plan for details. E) Levels of Contamination Found: See Site assessment work plan F) Scope of Work: Advance 43 soil boring to depths ranging from 0.5 to 5.0 feet and collect soil samples. Collect grab groundwater samples from eight locations. G) Written Work Plan: Site Assessment Work Plan dated November 6, 2012.held on site. H) SCE Employees: Project Manager. Field Supervisor: Site Safety Officer: Job Hazard Analysis A) Expected Job Tasks: Zaid Ahmad Ming Chi/Grace Bernabe MingChi/Grace Bernabe Set up drill rig; decontaminate equipment; soil and (possible) groundwater sample collection; abandon borings with bentonite, cleanup site. B) Job Hazards: Slip -trip -fall injuries; Drill rig pinch/crush points; Noise. All site personnel will be required to wear basic personal protective equipment such as safety shoes and glasses, hardhats and hearing protection. Other items see the project Job Hazard Analysis (JHA) B) Utility Clearance: 1) Dig Alert called: Ticket number and Request Form will be held on-site 2) Field clearance done by: Dig Alert Health Risk Analysis A) Summary of Potential Exposure Pathways. Skin contact with potentially contaminated material; inhalation of vapors or particulates; ingestion of potentially contaminated material. Skin contact will be minimized by the use of gloves. Inhalation of particulates during drilling or sampling will be minimized by the use of water, if dust levels are significant and long-lasting. Personal hygiene procedures (washingof hands before eating) should be observed by all personnel to minimize potential ingestion of potentially contaminated material. B) Chemical Hazard Data MSDS for unleaded gasoline components and PCB included C) Overall Rating of Risk due to Project Hazards Serious Moderate Low IV. Air Monitoring EquipmentlPersonal Protective Equipment and Action Levels Monitoring is to be conducted and interpreted by the Site Safety Officer (SSO) or designee, and will be performed on a periodic basis. Periodic is defined as adequate characterization before, during and after each task/activity. Monitoring should continuous until the operation is stable and the SSO feel that the monitoring is sufficient to adequately assess and characterize exposure during that operation. Upon task/environmental/activity stabilization, periodic monitoring, every 30 minutes may be necessary to verify the initial exposure assessment. Additional characterization monitoring shall begin immediately if the operation destabilizes, the environment changes, or the potential for exposure is otherwise affected. A) Monitoring Instruments/Direct. Reading Instruments Minirae 2000 Photoionization detector or similar will be used for monitoring. B) Personal Protective Equipment Level D PPE will be used for this project. This Includes safety shoes and glasses, hearing protection (plugs or muffs) and hard hat. Nitrile gloves will be used when handling soils and during groundwater sampling. V. Decontamination/Investigation Derived Waste Generation A) Sampling EqulpmentlSamples 3 Step decontamination procedures - Soapy Water - Rinse Water - Distilled Water - Air Dry B) Personal Protective Equipment - Respirator (if needed) shall be cleaned and sanitized by each worker - Disposables should be properly disposed of in drums C) Heavy Equipment - Decontaminate augers as necessary and contain run-off. D) Investigation -Derived Waste Handling 1) Drill cuttings to be placed in property labeled drums. 2) Liquid generated during decontamination or sampling shall be stored in drums. 3) Disposable protective equipment to be placed in drum with cuttings. VI. Site Access Procedure On -Site Command Post: Field Manager vehicle General: Cones, barrier tape, etc. will be utilized to segregate work area, as necessary. Work Area Access: Limited to SCE personnel and contractors necessary to complete investigation tasks. Security for Off -Hours: None required. VII. Emergency Procedures: First. Aid if exposed to potentially contaminated soil or water: Eye Contact: Irrigate Immediately. Eye wash station in adjacent garage. Skin Contact: Remove clothing and wash with soap and water. Breathing: Move victim to fresh air. Ingestion: Do not induce vomiting. Seek medical attention. Nearest Telephone: Field Manager cell phone. EMERGENCY PHONE NO: 911 SCE OPERATOR: 626-302-1212 (Internal PAX 21212), VII. Log Sheet & Tail Gate Meetings A) Daily Tail Gate Meeting Log Sheet Attached Daily Tailgate Safety Meeting Log Sheet Project: Date: Mame: Company: fiTYb�3tOTANXI 3 Monsanto Material Safety Data Emergency Phone No. POLYCHLORINATED BIPHENYLS (PCBs) (Call Collect) 314-694-1000 1. CHEMICAL PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME: POLYCHLORINATED BIPHENYLS (PCBs) Aroclor® Series 1016, 1221, 1232, 1242, 1248, 1254, 1260, 1262, 1268 Therminol® FR Series MSDS Number: M00018515 Date: 12/95 Chemical Family: Chlorinated Hydrocarbons Chemical Name: Polychlorinated biphenyls Synonyms: PCBs, Chlorodiphenyls, Chlorinated biphenyls Trade Names/Common Names: PYRANOL® and INERTEENO are trade names for commonly used dielectric fluids that may have contained varying amounts of PCBs as well as other components Including chlorinated benzenes. ASKAREL is the generic name for a broad class of fire resistant synthetic chlorinated hydrocarbons and mixtures used as dielectric fluids that commonly contained about 30 - 70% PCBs. Some ASKAREL fluids contained 99% or greater PCBs and some contained no PCBs. PYDRAUL® is the trade name for hydraulic fluids that, prior to 1972, may have contained varying amounts of PCBs and other components including phosphate esters. The product names/trade names are representative of several commonly used Monsanto products (or products formulated with Monsanto products). Other trademarked PCB products were marketed by Monsanto and other manufacturers. PCBs were also manufactured and sold by several European and Japanese companies. Contact the manufacturer of the trademarked product, if not in this listing, to determine if the formulation contained PCBs. In 1972, Monsanto restricted safes of PCBs to applications Involving only closed electrical systems, (transformers and capacitors). -In 1977, all manufacturing and sales were voluntarily terminated. In 1979, EPA restricted the manufacture, processing, use, and distribution of PCBs to specifically exempted and authorized activities. MONSANTO COMPANY, 800 N: LINDBERGH BLVD., ST. LOUIS; MO 63.16:7.-,.. _- -- •_ . FOR CHEMICAL EMERGENCY, SPILL, LEAK, FIRE, EXPOSURE, OR ACCIDENT Call CHEMTREC - Day or Night - 1.800-424-9300 Toll free in the continental U.S., Hawaii, Puerto Rico, Canada, Alaska, or Virgin Islands. For calls originating elsewhere: 202.483-7616 (collect calls accepted) For additional nonemergency information, call: 314-694-3344 Page 3 of 6 t 2. COMPOSITION/INFORMATION ON INGREDIENTS Chemically, commercial PCBs are defined as a series of technical mixtures, consisting, of many isomers and compounds that vary from mobile, oily liquids to white crystalline solids and hard noncrystalline resins. Technical products vary in composition, In the degree of chlorination, and possibly according to batch. The mixtures generally used contain an average of 3 atoms of chlorine per molecule (42% chlorine) to 5 atoms of chlorine per module (54% chlorine). They were used as components of dielectric fluids In transformers and capacitors. Prior to 1972, PCB applications included heat transfer media, hydraulic, and other Industrial fluids, plasticizers, carbonless copy paper, paints, Inks, and adhesives. Component CAS No chlorinated biphenyl 1336-36-3 Aroclor 1016 12674-11-2 Aroclor 1221 11104-28-2 Aroclor 1232 11141-16-5 Aroclor 1242 53469-21-9 Aroclor 1248 12672-29-6 Aroclor 1254 11097-69-1 Aroclor 1260 11096-82-5 Aroclor 1262 37324-23-5 Aroclor 1268 11100-14-4 There are also CAS Numbers for Individual PCB congeners and for mixtures of Aroclore products. PCBs are identified as hazardous chemicals under criteria of the OSHA Hazard Communication Standard (29 CFR Part 1910.1200). PCBs have been listed In the International Agency for Research on Cancer (IARC) Monographs (1987) -Group 2A and In the National Toxicology Program (NTP) Annual Report on Carcinogens (Seventh). 3. HAZARDS IDENTIFICATION EMERGENCY OVERVIEW Appearance and Odor. PCB mixtures range In form and color from clear to amber liquids to white crystalline solids. They have a mild, distinctive odor and are not volatile at room temperature. Refer to Section 9 for details. WARNINGI CAUSES EYE IRRITATION _ MAY CAUSE SKIN IRRITATION PROCESSING AT ELEVATED TEMPERATURES MAY RELEASE VAPORS OR FUMES WHICH MAY CAUSE RESPIRATORY TRACT IRRITATION POTENTIAL HEALTH EFFECTS Likely Routes of Exposure: Skin contact and inhalation of heated vapors Eye Contact Causes moderate irritation based on worker experience. Skin Contact Prolonged or repeated contact may result In redness, dry skin and defatting based on human experience. A potential exists for developing chloracne. PCBs can be absorbed through intact skin. Inhalation: Due to the low volatility of PCBs, exposure to this material in ambient conditions is not expected to produce adverse health effects. However, at elevated processing temperatures, PCBs may produce a vapor that may cause respiratory tract Irritation if inhaled based on human experience. Ingestion: No more than slightly toxic based on acute animal toxicity studies. Coughing, choking and shortness of breath may occur if liquid material is accidentally drawn Into the lungs during swallowing or vomiting. MSDS 0: M00018515 Pago 3 of 8 Other: Numerous epidemiological, studies of humans, both occupationally exposed and nonworker environmentally exposed populations, have not demonstrated any causal relationship between PCs exposure and chronic human illnesses such as cancer or neurological or cardiovascular effects. PCBs at high dosage can cause skin symptoms; however, these subsrdg upon* removal of the exposure source. Refer to Section 11 for toxicological information. 4. FIRST AID MEASURES IF IN EYES, immediately flush with plenty of 'water for at least 15 minutes. If easy to do, remove any contact lenses. Get medical attention. Remove material from skin and clothing. IF ON SKIN, immediately flush the area with plenty of water. Wash skin gently with soap as soon as it is available Get medical attention if irritation persists. IF INHALED, remove person to fresh air. If breathing Is difficult, get medical attention. IF SWALLOWED, do NOT Induce vomiting. Rinse mouth with water. Get medical attention. Contact a Poison Control Center. NEVER GIVE ANYTHING BY MOUTH TO AN UNCONSCIOUS PERSON. NOTE TO PHYSICIANS: Hot PCBs may cause thermal bum. If electrical equipment arcs between conductors, PCBs or other chlorinated hydrocarbon dielectric fluids may decompose to produce hydrochloric acid (HCI), a respiratory irritant. If large amounts are swallowed, gastric lavage may be considered. 5. FIRE FIGHTING MEASURES Flash Point: 284 degrees F (140 degrees C) or higher depending on the chlorination level of the Aroclor product Fire Point: 349 degrees F (176 degrees C) -or higher depending on the chlorination level of the Aroclor product NOTE: Refer to Section 9 for individual flash points and fire points. Extinguishing Media: Extinguish fire using agent suitable for surrounding fire. Use dry chemical, foam, carbon dioxide or water spray. Water may be Ineffective. Use water spray to keep fire -exposed containers or transformer cool. PCBs are fire-resistant compounds. They may decompose to form CO, CO2, HCI, phenolics, aldehydes, and other toxic combustion products under severe conditions such as exposure to flame or hot surfaces. Dielectric fluids having PCBs and chlorinated benzenes as components have been reported to produce polychlorinated dibenzo-p-dioxins (PCDDs) and furans (PCDFs) during fire situations Involving electrical equipment. At temperatures in the range of 600-650 degrees C in the presence of excess oxygen, PCBs may form polychlorinated dibenzofurans (PCDFs). Laboratory studies under similar conditions have demonstrated that PCBs do not produce polychlorinated dibenzo-p-dioxins (PCDDs). Federal regulations require all PCB transformers to be registered with fire response personnel. If a PCB transformer is involved in a fire -related incident, the owner of the transformer may be required to report the incident. Consult and follow appropriate federal, state and local regulations. Fire Fighting Equipment: Fire fighters and others exposed to products of combustion should wear self-contained breathing apparatus. Equipment should be thoroughly decontaminated after use. Was a: m000tests Page 4 or e 6. ACCIDENTAL RELEASE MEASURES Cleanup and disposal of liquid PCBs and other PCB items are strictly regulated by the federal government The regulations are found at 40 CFR Part 761. Consult these regulations as well as applicable state and local regulations prior to any cleanup or disposal of PCBs, PCB Items, or PCB contaminated items. If PCBs leak or are spilled, the following steps should be taken immediately: All nonessential personnel should leave the leak or spill area. The area should be adequately ventilated to prevent the accumulation of vapors. The spill/leak should be contained. Loss to sewer systems, navigable waterways, and streams should be prevented. Spills/leaks should be removed promptly by means of absorptive material, such as sawdust, vermiculite, dry sand, clay, dirt or other similar materials, or trapped and removed by pumping or other suitable means (traps, drip -pans, trays, etc.). Personnel entering the spill or leak area should be fumished with appropriate personal protective equipment and clothing as needed. Refer to Section 8 for personal protection equipment and clothing. Personnel trained In emergency procedures and protected against attendant hazards should shut off sources of PCBs, clean up spills, control and repair leaks, and fight fires in PCB areas. Refer to Section 13 for disposal Information and Sections 14 and 15 for information regarding reportable quantity, and Section 7 for marking Information. 7. HANDLING AND STORAGE Care should be taken to prevent entry into the environment through spills, leakage, use vaporization, or disposal of liquid or containers. Avoid prolonged breathing of vapors or mists. Avoid contact with eyes or prolonged contact with skin. If skin contact occurs, remove by washing with soap and water. Following eye contact, flush with water. In case of spillage onto clothing, the clothing should be removed as soon as practical, skin washed, and clothing laundered. Comply with all federal, state, and local regulations. Federal regulations under the Toxic Substances Control Act require PCBs, PCB Items, storage areas, transformer vaults, and transport vehicles to be marked (check regulations, 40 CFR 761, for'details). CAUMN CONTAINS PCIBS IP*d&Mod B'd,mTb1 ,p W nemm, end d."W m [., —.m U.S. [mnwm..e Rmaimn Ag, A,W.. "OUA16, Ia d,powlWIXme�dln M mw d a[4drm a MO. On .dl h.e M. U.S. Coe„ 0 (d Mededd Ae,Pon,e Cemex App. ate.AAO] Atn Co•m., CAUTION — CoNwNs PCBs ( FOR ER DISPOSAL INFO e, BN I ( CONTACT U.B. ENVIRONMENTAL I PROTECTION AGENCY I Storage: The storage of PCB items or equipment (those containing 50 ppm or greater PCBs) and PCB waste is strictly regulated by 40 CFR Part 761. The storage time is limited, the storage area must meet physical requirements, and the area must be labeled. Avoid contact with eyes. Wash thoroughly after handling. Avoid breathing processing fumes or vapors. Process using adequate ventilation. MSDS #: MOOo16515 Peso 5 of e 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Eye Protection: Wear chemical splash goggles and have eye baths available where there is significant potential for eye contact. Skin Protection: Wear appropriate protective clothing and chemical resistant gloves to prevent skin contact Consult glove manufacturer to determine the appropriate type glove for a given application. Wear chemical - goggles, face shield, and chemical resistant clothing such as a rubber apron when splashing is likely. Wash Immediately if skin is contacted. Remove contaminated clothing promptly and launder before reuse. Clean protective equipment before reuse. Provide a safety shower at any location where skin contact can occur. Wash thoroughly after handling. ATTENTIONI Repeated or prolonged skin contact may cause chloracne in some people. Respiratory Protection: Avoid breathing vapor, mist, or dust Use NIOSWMSHA approved equipment when airborne exposure limits are exceeded. Full facepiece equipment is recommended when airborne exposure limits are exceeded and, if used, replaces the need for face shield and/or chemical splash goggles. Consult respirator manufacturer to determine the type of equipment for a given application. The respirator use limitations specked by NIOSWMSHA or the manufacturer must be observed. High airborne concentrations may require use of self-contained breathing apparatus or supplied air respirator. Respiratory protection programs must be in compliance with 29 CFR Part 1910.134. ATTENTIONI Repeated or prolonged inhalation may cause chloracne in some people. Ventilation: Provide natural or mechanical ventilation to control exposure levels below airborne exposure limits (see below). If practical, use local mechanical exhaust ventilation at sources of vapor or mist, such as open process equipment. Airborne Exposure Limits: Product: Chlorodiphenyl (42% chlorine) OSHA PEL: 1 mg/m' 8 -hour time -weighted average - Skin* ACGIH-TLV: 1-mg/m311rhour time -weighted average- Skin* Product: Chlorodiphenyl (54% chlorine) OSHA PEL: 0.5 mg/m' 8 -hour time -weighted average - Skin* ACGIH TLV: 0.5 mg/m' 8 -hour time -weighted average- Skin* *For Skin notation see Threshold Limit Values for Chemical Substances and Physical Agents and Biological Exposure Indices, American Conference of Government Industrial Hygienists, 1995-1996. MSPS fl: M00016515 Page 6 of 6 9. PHYSICAL AND CHEMICAL PROPERTIES PROPERTIES OF SELECTED AROCLORSI PROPERTY 1016 1221 1232 1242 1248 1254 1260 Color(APHA) 40 100 100 100 100 100 150 Physical state mobile oil mobile oil mobile oil mobile oil mobile oil viscous sticky liquid resin Stability inert inert inert inert inert inert Inert Density 11.40 9.85 10.55 11.50 12.04 12.82 13.50 (Ib/gal 25°C) Specific gravity 1.36-1.37 1.18-1.19 1.27.1.28 1.30.1.39 1.40-1.41 1.49.1.50 1.55.1.56 x/15.5°C x-25° x-25° x•25° x-25° x-65° . x-65' x-90° Distillation 323.356 275-320 290-325 325-366 340-375 365-390 385.420 range (°C) Acidity .010 .014 .014 .015 .010 .010 .014 - mg KOH/g, maximum Fire point none to 176 238 none to none to none to none to (°C) boiling boiling boiling boiling boiling point point point polnt point Flash point 170 141-150 152.154 176.180 193.196 none none (°C) Vapor pressure NA NA 0.005 0.001 0.00037 0.00006 NA (mm Hg Ca 100°F) Viscosity (Saybolt Univ. Sec. C 100°F) 71-81 38-41 44-51 82-92 185.240 1800-2500 — (centistokes) 13-16 3.6.4.6 5.5.7.7 16.19 42.52 390-540 — INA—Nor Available NOTE: These physical data are typical values based on material tested but may vary from sample to sample. Typical values should not be construed as a guaranteed analysis of any specific lot or as specifications for the product. 10. STABILITY AND REACTIVITY Stability: PCBs are very stable, fire-resistant compounds. Materials to Avoid: None Hazardous Decomposition Products: PCBs may decompose to form CO, CO=, HCI, phenolics, aldehydes, and other toxic combustion products under severe conditions such as exposure to Flame or hot surface. Hazardous Polymerization: Does not occur. 11. TOXICOLOGICAL INFORMATION Data from laboratory studies conducted by Monsanto and from the available scientific literature are summarized below. Single exposure (acute) studies Indicate: Oral - Slightly Toxic (Rat LD50 - 8.65 g/kg for 42% chlorinated; 11.9 g/kg for 54% chlorinated) MSDS 6: 10100018515 Page 7 of 8 The liquid products and their vapors are moderately irritating to eye tissues. Animal experiments of varying duration and at different air concentrations show that for similar exposure conditions, the 64% chlorinated material produces more liver injury than the 42% chlorinated material. There are literature reports that PCBs can impair reproductive functions in monkeys. The National Cancer Institute (NCI) performed a study in 1977 using Aroclor 1254 with both sexes of rats. NCI stated that the PCB, Aroclor 1254, was not carcinogenic under the conditions of their bioassay. There Is sufficient evidence in the scientific literature to conclude that Aroclor 1260 can cause liver cancer when fed to rodents at high doses. Similar experiments with less chlorinated PCB products have produced negative or equivocal results. The consistent finding in animal studies is that PCBs produce fiver injury following prolonged and repeated exposure by any route, if the exposure is of sufficient degree and duration. Liver Injury is produced first, and by exposures that are less than those reported to cause cancer in rodents. Therefore, exposure by all routes should be kept sufficiently low to prevent liver injury. Numerous epidemiological studies of humans, both occupationally exposed and nonworker environmentally exposed population, have not demonstrated any causal relationship between PCB exposure and chronic human illnesses such as cancer or neurological or cardiovascular effects. PCBs at high dosage can cause skin symptoms; however, these subside upon removal of the exposure source. PCBs have been listed in the International Agency for Research on Cancer (IARC) Monographs (1987) -Group 2A and in the National Toxicology Program (NTP) Seventh Annual Report on Carcinogens. 12. ECOLOGICAL INFORMATION Care should be taken to prevent entry of PCBs into the environment through spills, leakage, use, vaporization or disposal of liquid or solids. PCBs can accumulate in the environment and can adversely affect some animals and aquatic life. In general, PCBs have low solubility in water, are strongly bound to soils and sediments, and are slowly degraded by natural processes in the environment. 13. DISPOSAL CONSIDERATIONS The disposal of PCB items or equipment (those containing 50 ppm or greater PCBs) and PCB wastes is strictly regulated by 40 CFR Part 761. For example, all wastes and residues containing PCBs (wiping cloths, absorbent material, used disposable protective gloves and clothing, etc.) should be collected, placed in proper containers, marked and disposed of in the manner prescribed by EPA regulations (40 CFR Part 761) and applicable state and local regulations. 14. TRANSPORT INFORMATION The data provided in this section are for information only. Please apply the appropriate regulations to properly classify a shipment for transportation. DOT Classification: IF WEIGHT OF PCBs TO BE SHIPPED IS OVER ONE POUND, THE FOLLOWING CLASSIFICATION AND LABEL APPLY. DOT Label: LIQUID: Environmentally Hazardous Substance, liquid, n.o.s. (Contains PCB), 9, LIN 3082, III SOLID: Environmentally Hazardous Substance, solid, n.o.s. (Contains PCB), 9, UN 3077, III DOT Label: Class: 9 DOT Reportable Quantity: One Pound IMO Classification: Polychlorinated Biphenyls, IMO Class 9, LIN 2315, II IMO Page 9034, EMS 6.1-02 IATA/ICAO Classification: Polychlorinated Biphenyls, 9, UN2315, II Ms0s #: M00018515 Page 8 of a 15. REGULATORY INFORMATION For regulatory purposes, under the Toxic Substances Control Act, the term "PCBs" refers to•a chemical substance limited to the biphenyl molecule that has been chlorinated to varying degrees or any combination of substances which contain such a substance (40 CFR Part 761). TSCA Inventory: not listed. Hazard Categories Under Criteria of SARA Title III Rules (40 CFR Part 370): Immediate, Delayed. SARA Section 313 Toxic Chemical(s): Usted-1993 (De Mlnimis concentration 0.1%.) Reportable Quantity (RQ) under DOT (49 CFR) and CERCLA Regulations: 1 Ib. (polychlorinated biphenyls) PCBs. Release of more than 1 (one) pound of PCBs to the environment requires notification to the National Response Center (800-424-8802 or 202.426-2675). Various state and local regulations may require immediate reporting of PCB spills and may, also define spill cleanup levels. Consult your attomey or appropriate regulatory officials for Information relating to spill reporting and spill cleanup. 16. OTHER INFORMATION Reason for revision: Conversion to the 16 section format. Supersedes MSDS dated 10/88. TherninolO, Aroclor® and Pydraul® are registered trademarks of Monsanto Company PyranolO Is a registered trademark of General Electric Company Inerteen® is a registered trademark of Westinghouse Electric Corporation FOR ADDITIONAL NONEMERGENCY INFORMATION, CONTACT: Gary W. Mappes Manager, Product 8 Environmental Safety Robert G. Kaley, II Director, Environmental Affairs Monsanto Company 800 North Undbergh Boulevard St. Louis, MO 63167 (314) 6943344 Although the information and recommendations set forth herein- (hereinafter "Information') are presented In good faith and believed to be correct as of the data hereof, Monsanto Company makes no representations as to the campleteness or accuracy thereof. Information Is supplied upon the condition that the persons receiving some will make their own determination as to its suitability for their purposes prior to use. In no event will Monsanto Company be responsible for damages of any nature whatsoever resulting from the use of or rellance upon Information. NO REPRESENTATIONS OR WARRANTIES. EITHER EXPRESS OR IMPLIED, OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR OF ANY OTHER NATURE ARE MADE HEREUNDER WITH RESPECT TO INFORMATION OR THE PRODUCT TO WHICH INFORMATION REFERS. , /_1:,:1 II]PA:3i LABORATORY TEST DATA :�i: XM [01 Yd1'" lel By& :] X0101 :l 11.1 APPENDIX C: LOG OF TEST BORINGS FIGURES: leO `I V S Y• ,� o� � w a o g i$ W g s o wu o 3` j�'� e o a�� m oV'aEadtl 3 k �2 v 3 Oi I�I '7 16++X ------------ ass _.a � .00 .rsz —{II— .o sz a> w SxY QxY T So� y g+ 7+ g+ q+ �J- 1 m >+ 5 ¢+ �+ l+ >+ b ¢ ++ 1+ + ;+ �I Aat AUI a fw N s k z nn Fit ig z a III h x 8 � i 0 ----- -----------ane voexea'--------- ---- � aS n'v .r'S2 .o s2 A'v G SZ d®X? e T $+ e g Erm y n e oT =xs®Q1� x i � $ ; z 4€ ee zg Y 9 +i 1 i F I aa` I Imo' g +>:{ �x g4®k �^ b r As b e x ez _ i n'01 A'91 E C c _ E U E _ N�` 2+ pal aes wsz ..'se a ti §= AA 33 i Ss Q+ e '' .09% z v SS 3 tl x Is z Q ++X ® 0 0 w -------- ---- aes wsz ..'se a ti §= AA 33 i Ss Q+ e '' .09% t -I e\ L • O 1+ } �•qR m$' j+ 4 S r c` I >+ a oat i d g o m e c �3K5a 0 g 3s ISI tl �'' ++X ® 8 y 3 Z vc Z —_____—______ ---__.—_,wxi`-- t -I e\ L • O 1+ } �•qR m$' j+ 4 S r c` I >+ a oat i d TABLES: Table 1. Summary of Environmental Lab Analytical Testing Results for Hand -Auger Soil Borings. Semple ID Depth (U) Elov. (N) CA-TIUe 22 Metals Hydrocarbon Chain Distribution (mglkg) PCBs (mglkg) 'Note 1' Surface Elevation Notes: TTLC (mg/kg) STLC Lead (mg/l-) TCLP Lead (mg/l-) (C8- C10) (CIO- C18) (C18- C28) (C28- C36) (C36- C40) Arodar 1242 Aroclor 1254 Arudar 1260 a" 99.36 Below Action Level N/A N/A NO NO ND 27 56 NO 0.73 0.11 99.86 HA -1 12" 98.86 NIA N/A N/A ND 12 46 33 36 NO 0.24 0.027 99.86 6' 99.61 Below Action Level N/A NIA ND NO 140 450 340 ND 0.62 0.089 100.11 HA -2 12' 99.11 N/A N/A NIA ND ND 110 250 170 ND 0.19 0.036 100.11 8" 99.74 Below Action Level NIA NIA NO NO 350 1000 870 ND 0.82 0.19 100.24 HA -3 12' 99.24 NIA N/A N/A ND NO 20 22 44 NO 0.05 NO 100.24 HA -4 6" 99.42 Lead (63 m9lk9) CA HA2 N/A ND NO NO 11 30 0.074 13 2 99.92 California Hazardous (Coed) 12" 98.92 N/A NIA NIA ND NO 13 NO 12 NO 0.062 NO 99.92 6" 99.8 Bel" Action Level N/A NIA ND ND NO NO NO 0.08 8 1 100.3 HA -S 12' 99.3 N/A N/A NIA ND 20 53 66 55 0.36 /.9 0.3 100.3 6" 99.93 Below Action Level N/A N/A ND NO 19 81 83 0.056 6 0.83 100.43 HA -6 12' 99.43 N/A NIA N/A ND ND 58 89 90 1.9 11 1.9 100.43. 6" 99.48 Below Action Level NIA N/A NO ND NO 25 75 NO 0.26 0.066 99.98 HA -7 12" 98.98 N/A N/A N/A NO ND 72 120 93 NO 0.37 0.069 99.98 6" 99.78 Below Action Level NIA N/A NO 230 440 1500 1700 NO 2.8 0.51 100.28 HA -8 12" 99.28 N/A N/A N/A NO ND NO NO ND NO 0.044 NO 100.28 6" 100.01 Below Action Level N/A NIA NO NO 12 33 62 0.12 16 2.1 100.51 HA -9 1 99.51 NIA N/A N/A NO ND ND 28 ND ND 0.17 0.022 100.51 6" 99.48 Below Action Level NIA N/A ND 12 160 530 480 ND 0.25 0.048 99.98 HA -10 12" 98.98 N/A NIA N/A ND NO 110 220 lea NO 0.21 0.043 99.98 6" 99.76 Below Action Level NIA N/A ND 83 730 2100 2100 0.022 1.9 0.18 100.26 HA -11 12" 99.26 N/A NIA N/A NO 22 580 1500 1100 ND 1.9 0.22 100.26 6" 100.03 Below Actlon Level N/A N/A NO ND 260 1100 1700 ND 0.84 0.11 100.53 HA -12 12" 99.53 1 N/A N/A N/A ND NO 58 92 95 ND 0.079 0.021 100.53 'Note 1: Only detected concentrations of PCBs are shown (Aroclor 1242, Aroclor 1254, Aroclor 1260). Page 1 of 1 Table 2. Summary of Environmental Lab AnalyticalTesting Results for Geoprobe Soil Borings. Sample ID Depth Elev. CA -Title 22 Metals Hydrocarbon Chain Distribution (mglkg) PCBs (mglkg) 'Soo Note V Surface Elov. Notes: (0) (ft) TTLC (mg/kg) STLC Lead (mg/L) TCLP Lead (mg/1.) (CB- C10) (C10- C18) (C18- C28) (C28- C36) (C36- C40) Aroclor 1242 Aroclor 1250 Aroclor 1260 0.5' 100.81 Lead (56 mg/kg) 0.74 NIA NO NO NO NO NO NO ND NO 101.31 VB -1 2.5' 98.81 Below Action Level NIA N/A ND NO NO NO NO NO NO NO 101.31 5' 96.31 Below Action Level N/A N/A ND ND NO NO NO NO NO NO 101.31 0.5' 100.78 Below Action Level NIA N/A NO NO NO 21 15 NO 0.16 0.034 101.28 VB -2 2.5' 98.78 Below Action Level NIA N/A NO NO NO NO ND NO NO ND 101.28 S. 96.28 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 101.28 0.5' 100.67 Below Action Level N/A N/A NO NO NO 12 24 NO NO NO 101.17 VB -3 2.5' 98.67 Below Action Level N/A N/A NO NO 12 11 12 NO 0.025 NO 101.17 5' 96.17 Below Action Level N/A N/A NO NO NO NO 13 NO NO NO 101.17 0.5' 100.55 Below Action Level N/A N/A ND NO NO NO NO NO ND NO 101.05 VB -4 2.5' 98.55 Below Action Level NIA NIA ND NO NO NO NO NO NO NO 101.05 5' 96.05 Below Action Level N/A NIA ND NO NO NO NO NO NO NO 101.05 0.5' 100.35 Below Action Level N/A NIA NO NO NO NO ND NO NO ND 100.85 VB -5 2.5' 98.35 Below Action Level N/A NIA ND NO NO NO NO NO NO NO 100.85 S. 95.85 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 100.85 0.5' 99.99 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.49 VB -6 2.5' 97.99 Below Action Level NIA NIA ND NO NO NO NO NO ND NO 100.49 5' 95.49 Below Action Level NIA N/A ND ND NO NO ND NO ND NO 100.49 0.5' 100.69 Below Action Level N/A NIA ND ND ND ND NO NO NO NO 101.19 VB -7 2.5' 98.69 Below Action Level N/A NIA NO NO NO ND NO NO ND NO 101.19 S. 96.19 Below Action Level NIA N/A ND NO NO NO NO NO NO NO 101.19 0.5' 100.68 Below Action Level NIA NIA ND NO NO 11 20 NO 0.031 NO 101.18 VB -8 2.5' 98.68 Below Action Level N/A N/A ND NO 15 16 27 NO 0.15 0.033 101.18 S. 96.16 Below Action Level N/A N/A NO NO 23 21 56 NO 0.11 0.026 101.18 0.5' 100.66 Below Action Level N/A N/A ND 14 19 18 21 NO NO NO 101.15 VB -9 2.5' 98.65 Below Action Level N/A N/A ND NO NO 31 64 NO 0.092 0.019 101.15 5' 96.15 Below Action Level NIA N/A ND ND NO NO NO NO 0.062 NO 101.15 Page 1 of 6 SamPlo ID Depth Elev. a:AMIle 22 Metals Hydrocarbon Chain Distribution (mglke) PCBs (mg/kg) 'See Nota 1' Surface Elov. Notes: (N) (fl) TTLC (mglkg) STLC Lead (mglL) TCLP Lead (mg/l.) (Co. C10) (C10- C18) (C18- C28) (C28- C36) (C36- C40) Aroclor 1242 Aroclor 1254 Aroclor 1260 0.5' 100.44 Below Action Level N/A N/A NO 14 12 31 33 NO NO NO 100.94 VB -10 2.5' 98.44 Below Action Level N/A N/A ND NO 33 30 35 NO 0.15 0.036 100.94 5' 95.94 Lead (78 mg/kg) 6.7 CA-HAZ N/A ND NO ND ND NO NO 0.097 0.028 100.94 California Hazardous (lead) 0.5' 100.31 Below Action Level N/A NIA NO ND 11 22 21 NO NO NO 100.81 VB -11 2.5' 98.31 Lead (170 mg/kg) 33 CA44AZ 1.8 ND NO 24 48 54 NO 2.1 0.49 100.81 California Hazardous (lead) 5' 95.81 Lead (52 mg/kg) 8.3 CA-HAZ N/A NO NO NO ND NO NO NO ND 100.81 California Hazardous (lead) 0.5' 100.08 Below Action Level N/A N/A NO NO 22 190 170 NO 0.043 NO 100.58 1/842 2.5' 98.08 Lead (150 mg(kg) 7.2 CA.HAZ 0.8 NO NO NO ND ND NO 0.22 0.044 100.58 California Hazardous (lead) 5' 95.58 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.58 0.5' 100.01 Below Action Level N/A N/A NO NO 22 24 32 NO ND ND 101.31 VB43 2.5' 98.81 Below Action Level NIA NIA ND NO NO NO NO NO 0.058 NO 101.31 5' 96.31 Below Action Level N/A N/A NO 18 34 52 58 NO 0.067 0.016 101.31 0.5' 100.6 Lead (89 mg/kg) 1.9 N/A NO NO NO NO 23 NO NO NO 101.1 VB -14 2.5' 98.6 Below Action Level N/A. N/A NO NO NO ND ND ND NO ND 101.1 5' 96.1 Below Action Level N/A N/A NO NO NO ND NO NO NO ND 101.1 0.5' 100.55 Below Action Level N/A N/A ND NO NO 17 26 NO NO NO 101.05 VB -15 2.5' 98.55 Lead (50 mg/kg) 4.2 N/A. NO NO 29 37 33 0.06 0.6 0.094 101.05 5' 96.05 Lead (91 mg/kg) 16 CA-HAZ N/A ND 13 48 77 69 NO 0.16 0.066 101.05 California Hazardous (lead) 0.5' 100.37 Below Action Level NIA N/A NO NO NO 15 28 ND 0.021 No 100.87 VB46 2.5' 98.37 Below Action Level NIA NIA NO NO 380 380 150 0.066 0.89 0.14 100.67 5' 95.87 Below Action Level N/A N/A NO NO NO NO NO NO NO ND 100.87 0.5' 100.26 Below Action Level NIA N/A NO NO NO 22 46 ND 0.02 NO 100.76 VS -17 2.5' 98.26 Lead (54 m9/kg) 4.7 NIA NO NO 26 48 54 NO 2.4 0.42 100.76 5' 95.76 Below Action Level N/A N/A NO 13 28 45 55 NO 5 0.86 100.76 0.5' 100.1 Lead (58 mg/kg) 4.9 N/A NO NO 40 Ila 120 NO 4 0.76 100.6 VB -18 2.5' 98.1 Below Action Level NIA N/A ND NO 19 30 41 0.47 5.3 0.94 100.6 5' 95.6 Below Action Level N/A N/A NO NO NO NO I ND ND 0.027 ND 100.6 Page 2 of 6 Sample ID Depth (ft) Elev. (ft) CA -Title 22 Metals Hydrocarbon Chain Distribution (mglkg) PCBs (mglkg) 'See Note i' Surface Elov. Notes: TTLC (mglkg) STLC Lead TCLP Lead (mg/L) (mg/L) (Co- (C10- C10) C18) (Cie. (C28- (C36- C28) C36) C40) Aroclor 1242 Aroclor 1264 Aroclor 1260 0.51 100.7 Bela. Action Level N/A N/A NO NO NO NO NO NO NO NO 101.2 VB -19 2.5' 98.7 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 101.2 S. 96.2 Lead (84 mg/kg) 8.5 CA-HAZ NIA NO NO NO NO NO NO NO NO 101.2 California Hazardous (lead) 0.5' 100.53 Below Action Level N/A N/A NO NO NO NO 27 NO 0.032 NO 101.03 VB -20 2.5' 98.53 Below Action Level NIA N/A NO NO NO NO 18 NO 0.069 NO 101.03 5' 96.03 Below Action Level NIA N/A NO NO NO NO 17 NO 3.6 0.67 101.03 0.5' 100.55 Below Action Level N/A NIA NO NO NO 17 23 NO 0.67 0.099 101.05 VB -21 2.5' 98.55 Lead (67 mg/kg) 3.5 NIA NO NO 800 1800 1100 NO NO NO 101.05 5' 96.05 Below Acton Level N/A NIA NO NO NO NO NO NO NO NO 101.05 0.5' 100.6 Below Action level NIA NIA NO NO NO NO NO 0.094 0.42 0.046 101.1 VB -22 2.5' 98.6 Below Action Level NIA NIA NO NO NO NO NO NO 0.09 NO 101.1 5' 96.1 Below Action Level N/A NIA NO NO j NO j NO NO NO NO NO 101.1 0.5' 100.46 Lead (190 mg/kg) 4.0 NO ND ND NO NO 23 1.8 15 23 100.96 VB -23 2.5' 98.46 Below Action Level N/A N/A ND ND NO NO NO NO 0.024 NO 100.96 5' 95.96 Below Action Level NIA NIA ND ND NO ND NO NO j ND NO 100.96 0.5' 100.23 Below Action Level NIA NIA ND ND ND 20 59 1.1 6.8 0.94 100.73 VB -24 2.5' 98.23 Below Action Level NIA N/A ND ND ND ND ND ND 0.019 NO 100.73 5' 95.73 Below Action Level N/A NIA ND ND NO ND NO ND ND NO 100.73 0.5' 100.6 Below Action Level NIA N/A ND ND ND ND NO 0.099 1.2 0.18 101.1 VB -25 2.5' 98.6 Below Action Level NIA N/A ND ND NO ND NO NO ND NO 101.1 5' 96.1 Below Action level N/A NIA NO NO NO NO NO NO NO NO 101.1 0.5' 100.49 Below Action Level NIA NIA NO NO NO NO NO 0.026 0.24 0.081 100.99 VB -26 2.5' 98.49 Below Action Level N/A NIA NO NO NO NO ND NO NO ND 10D.99 5' 95.99 Below Action Level NIA NIA NO NO NO NO ND NO NO ND 100.99 0.5' 100.52 Below Action Level NIA N/A NO NO NO NO NO 0.62 '6.9 1.3 101.02 VB -27 2.5' 98.52 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 101.02 5' 96.02 Below Action Level NIA N/A NO NO NO NO NO NO NO I NO 101.02 Page 3 of 6 N O e m a a V = 0) d z 0 U V> P P r r nn n ^^ n n r W OPS nn - u O N % r ❑ Z ❑ Z ❑ Z ❑ Z ❑ = G ❑ Z ❑ Z n C ❑ z O = ❑ Z O Z O Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z O Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z Q' P E o Z p V m O V N O N Q O N N O O ❑❑ Z Z ❑ = ❑ Z N p. O ❑ Z O Z p. O ❑ z ❑ = ❑ z ❑ z ❑ 'Z ❑ Z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ Z ❑ z ❑ Z ❑ Z ❑ Z ❑ Z ❑ z U% a• O N P ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ N 2 � ^__ z z z z z z z z z z z z z z z z z=_______ Q b C � � p m ❑ = ❑ z ❑ z ❑ z ❑ z O le•. ❑ z ❑ z ❑ z ❑ = ❑ = ❑ z ❑❑ = _ ❑ _ ❑ _ ❑ _ ❑ _ ❑ _ ❑ _ ❑ _ ❑ = ❑ z ❑ = ❑ = ❑ z ❑ = m E o 5 n n U W o ❑ z ❑ z o z ❑ z ❑ z ry ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z ❑ z a H O c % ry U U ry ❑ 2 ❑ Z ❑ z ❑ z ❑ Z ❑ Z ❑ z ❑ Z U Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z O z ❑ Z n L U z Z z Z z z Z Z Z z z z z z P z z z Z z Z Z Z Z z V O 9 >. = m o U V ry ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ 2 ❑ Z O Z ❑ Z ❑ Z ❑ 2 ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ Z ❑ z a O J J Q 'z Q Q Q Q Q 'z Q Q Q Q Q Q Q Q Q Q ¢ 'z Q 'z Q 'z Q 'z Q 'z Q ¢ � E Z z i z z z z z z d z z z z z z z z z z z z z z 3 U f N r f 9 n _ J E � E Q 'z Q 'z Q z Q 3 Q z Q z Q z ¢ z ¢ z O Q z Q z Q z Q z Q z Q z ¢ z Q z Q z Q z Q z Q z Q z Q z Q `z Q i G z Q z -vn F Q U d a > a > a T a > a a a > a Td m m m > a > J a > J j J a J a J a J J a J V J gI J > J j J j J > J > J > J J J P o 0 0 0 0 0 0 0 o E o c o c o co_ c co_ o co_ c ,ao c 0 e 0 c 0 c 0 U c 0 c 0 c 0 c 0 c 0 3 3 3 3 3 3 > > 3 3 3 3 3 3 3 3 3 3 3 3 9 9 3 3 3 3 a a a a a a a a a d a a a a a a a a a 0 a 0 a 0 a 0 a 0 a 0 a 0 a o a aO G OO VI CI % VS OO N C4 VI O VI N N OO VS N P Y Ci N N VI N N YS N IO VS YI VI N VI IO VI a V O P P n❑ N i � � i i �. � i i N O e m a Sample ID Depth Elev. CA -Title 22 Metals Hydrocarbon Chain Distribution fmglkg) PCBs (mg/kg) 'Seo Note Surface Elev. Notes: (it) (it) TfLC (mglkg) STLC Lead (mg/L) TCLP Lead (mg/L) (CB- C10) (C10- C18) (C18- C28) (C28. C36) (C36. C40) Aroclor 1242 Aroclor 1254 Aroclor 1260 2.5' 97.8 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.3 VB -39 5' 95.3 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.3 6' 94.3 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.3 2.5' 97.42 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 99.92 V840 5' 94.92 Below Action Level N/A NIA NO NO ND NO ND NO NO NO 99.92 2.5' 98.01 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.51 VS -41 5' 95.51 Below Action Level NIA N/A NO NO NO NO NO NO NO NO 100.51 2.5' 97.78. Lead (56 mg/kg) 3.0 N/A NO NO NO NO NO NO NO NO 100.28 V842 5' 95.28 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.28 2.5' 97.48 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 99.98 VB -43 S. 94.98 Below Action Level N/A N/A NO NO ND NO NO NO NO ND 99.98 2.5' 98.03 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.53 V1344 5' 95.53 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.53 'Note 2 6' 94.53 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.53 2.5' 97.76 Below Action Level N/A NIA NO NO NO NO NO NO NO NO 100.26 VB -46 5' 95.26 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.26 2.5' 97.48 Below Action Level N/A N/A NO NO NO NO NO NO NO ND 99.98 VB -46 5' 94.98 Below Action Level N/A. N/A NO NO NO ND NO NO NO NO 99.98 6' 93.98 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 99.98 0.5' 99.74 Below Action Level N/A N/A 12 25 75 270 220 NO 0.066 0.022 100.24 VB47 2.5' 97.74 Below Action Level N/A N/A NO 11 NO 12. NO NO NO NO 100.24 S. 95.24 Below Acton Level N/A N/A NO NO NO NO NO NO NO NO 100.24 0.5' 99.61 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.11 VB48 2.5' 97.61 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.11 5' 95.11 Below Acton Level N/A N/A NO NO NO NO NO NO NO NO 100:11 0.5' 100.03 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.53 VB -49 2.5' 98.03 Lead (120 mg/kg) 9.4 CA-HAZ 1.3 NO 11 NO 13 NO NO ND NO 100.53 California Hazardous (load)'Note 2 5' 95.53 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.53 'Note2 Page 5 of 6 'Note 1: Only detected coneentralions of PCBs are shown (Aroclor 1242. Aroclor 1254. Aroclor 1260). 'Note 2: Top of boring elevation of each sample was obtained using date from adjacent (HA -XX) borings. Page 6 of 6 CA-Tillo 22 Metals Hydrocarbon Chain Distribution (mafkg) PCBs (m91kg) Sample Depth Elov. 'See Note t- Surface ID (B) (it) Elov. Notes: TTLC.(m9/kg) $TLC Load TCLP Lead (C8- (C10- (C18- (C28- (C36- Aroclor Aroclor Aroclor (m9/L) (MOIL) C10) 016) C28) C36) C40) 1242 1264 1260 0.5' 99.76 Lead (59 m9/k9) 5.7 CA-HAZ N/A NO 21 19 96 70 ND 0.053 0.023 100.26 California Hazardous (lead) -Note 2 VB-50 2.5' 97.76 Below Action Level N/A N/A NO NO NO NO NO NO NO NO 100.26 'Note 2 5' 95.26 Below Action Level NIA N/A ND NO NO NO ND NO ND NO 100.26 BGW-1 8' 93.17 Below Action Level NIA N/A NO NO NO ND ND ND NO ND 101.17 BGW-2 7' 94.16 Below Action Level NIA NIA NO NO ND ND NO NO NO ND 101.16 BGW-3 7' 93.92 Below Action Level NIA N/A ND ND 10 ND 10 NO NO ND 100.92 BGWd 7' 94.05 Below Action Level N/A N/A NO ND ND ND NO ND- NO ND 101.05 BGW-5 7' 93.82 Below Action Level N/A N/A ND ND NO NO NO NO NO NO 100.82 BGW-6 7' 94.03 Below Action Level N/A N/A ND NO NO NO NO NO NO NO 101.03 BGW-7 7' 93.66 BeIO.AC9on Level N/A N/A ND NO NO NO NO ND ND I NO 1 100.66 'Note 1: Only detected coneentralions of PCBs are shown (Aroclor 1242. Aroclor 1254. Aroclor 1260). 'Note 2: Top of boring elevation of each sample was obtained using date from adjacent (HA -XX) borings. Page 6 of 6 Table 3. Summary of Environmental Lab Analytical Testing Results for Groundwater Sampling. Semple ID CA -Title 22 Metals (mglkg) Hydrocarbon Chain Distribution (mglkg) PCBS (mglkg) Notes (CB -C10) (C10L78) (C19 -C26) (C28L36) (C36t40) PCBs PCBs Filtered Estimated depth o/ grountlwalor. VGW-1 See Lab Results NO NO NO NO NO NO NO 4.5 VGW-2 See Lab Results ND NO NO NO NO NO NO 4.5 VGW-J See Lab Results NO NO NO NO NO NO NO 4.5 VGW-4 See Lab Results NO NO NO NO NO NO NO 4.5 VGW-6 See Lab Results NO NO NO NO NO NO NO 4.5 VGW-6 See Lab Results NO NO NO NO NO NO NO 4.5 VGW-7 Sae Lab Results ND NO NO NO NO NO NO 4.5 GW -VB -36 See Lab Results NO NO NO NO NO NO NO 4.6 GW-VB47 See Lab Results NO NO NO NO NO NO NO 4.1 GW48419 See Lab Results NO NO NO NO NO NO NO 4.6 GW -VB -44 See Lab Results NO NO ND NO NO NO NO 5.0 GW -VB -46 See Lab Results NO ND ND NO NO NO NO 4.3 Page 7 of 1 REMEDIAL ACTION AND RESTORATION PLAN ADDENDUM SCE NEWPORT SUBSTATION SITE 1516 WEST BALBOA BOULEVARD NEWPORT BEACH, CALIFORNIA Prepared For: SOUTHERN CALIFORNIA EDISON 1218 S. Fifth Ave, Second Floor, 230Q Monrovia, California 91016 Project No. 603404-008 August 5, 2013 �r 0 Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY 4 Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY August 5, 2013 Project No. 603404-008 Southern California Edison Environmental, Health and Safety 1218 S. Fifth Ave, Second Floor 230Q Monrovia, California 91016 Attention: Mr. Mark Passarini Subject: Remedial Action and Restoration Plan Addendum, SCE Newport Substation Site, 1516 West Balboa Boulevard, Newport Beach, California Leighton Consulting, Inc., (Leighton Consulting) is pleased to present this Remedial Action and Restoration Plan (RARP) Addendum for the Southern California Edison (SCE) Newport Substation Site (Site) located at 1516 West Balboa Boulevard, Newport Beach, California. The RARP was issued on March 25, 2012 by SCE Environmental Engineering, Health and Safety, for the purpose of facilitating the sale of the property to the City of Newport Beach for unrestricted site use. Subsequent to the preparation of the RARP, additional environmental sampling was conducted and the influence of tidal fluctuations on groundwater elevations beneath the Site has been evaluated. The geotechnical recommendations provided in the RARP have been updated to incorporate the results of the additional evaluations and to address whether shoring and/or dewatering of the Site is necessary for RARP implementation. Previously, the proposed cleanup excavations were to remain open until confirmation testing was completed. The additional evaluations have delineated the depths of soils to be removed; thereby allowing the excavations to be backfilled immediately. [MIX11K•SIr171 SITE DESCRIPTION The Substation Site is a rectangular shaped parcel with dimensions of 58.72 feet by 100 feet. The Site is surrounded by a tall chain link fence on the north, and the northern portions of the east and west sides. The south side and the southern portions of the east and west sides are enclosed by a tall brick wall. There are chain link double -drive gates at the center of the south brick wall and at the northwest corner of the north fence. The Site is bordered by an alley to the north, Balboa Boulevard on the south, a wastewater pump station on the east, and Las Arenas Park playground to the west. Further to the north are the buildings, parking lot and other facilities of a yacht club, with Newport Bay being about 200 feet from the Site northern boundary. Further to the east are an apartment building and a commercial building. To the south of Balboa Boulevard are residential dwellings, the sandy beach, and the Pacific Ocean about 800 feet away. Past the Las Arenas playground to the west are other park facilities (tennis courts and parking) and a residential trailer park to the northwest. At the present time, all equipment, foundations and structures have been removed, except for the fences and brick walls. The Site was leveled after the demolition and the surface now consists of a mixture of native and fill soils, and the former switchyard gravel surfacing. Soils encountered during the subsurface investigation at the Site consisted of silt, gravelly silt, silty sand, poorly graded sand, and gravelly sand to 8 feet below ground surface (bgs), the total depth explored. It is assumed that any excavations made to remove foundations or other substructures were backfilled with onsite soils with minimal compaction. The surface is relatively flat with a slight slope to the south. The Site has remained in the current condition since the demolition activities. CLEANUP GOALS Prior subsurface investigations conducted by Leighton Consulting (April 3, 2009, and September 22, 2009) and SCE Environmental Engineering and Geotechnical Services (February 28, 2013) have identified low levels of polychlorinated biphenyls (PCBs), specifically Aroclor 1242, 1248, 1254 and 1260, and to a lesser extent, hydrocarbons and lead in soil. Groundwater samples from the Site were analyzed for petroleum hydrocarbons, volatile organic compounds, semi -volatile organic compounds, Title 22 metals, and PCBs. The analytical results indicate that groundwater quality beneath the Site has not been adversely affected by the former SCE substation operations. For ♦ 4 2 , Leighton •1 •1. 11' details of these field investigations, the reader is referred to the reference list provided at the end of this report. SCE has selected a soil cleanup goal of 0.089 mg/kg for PCBs (Aroclor 1242, 1248, 1254 and 1260) as established within the California Human Health Screening Levels ("CHHSLs") for residential soils. The CHHSLs for PCBs are lower than the EPA Regional Screening Level of 0.22 mg/kg and lower than the more stringent Toxic Substances Control Act (TSCA) regulatory cleanup level specified under 40CFR, 761, 61(b) Performance-based Disposal Standard. The soil cleanup goal for lead is the residential CHHSL of 5 mg/L (WET Result) if excavated and 80 mg/L if left in place. The cleanup levels for petroleum hydrocarbons are the soil screening levels established by the California Regional Water Quality Control Board (RWQCB); 100 mg/kg for gasoline -range (C4 -C12) and diesel -range (C13 -C22) hydrocarbons and 1,000 mg/kg for oil -range (heavy) hydrocarbons (C23 -C32). REMEDIATION WORK SCOPE The RARP prepared by SCE determined that excavation and offsite disposal of affected soils was the only feasible remediation method available due to the Site conditions and construction access logistics. To facilitate the planned remedial excavations, SCE utilized a 3 -meter (10 -foot) horizontal sampling grid methodology as recommended in the US EPA "Field Manual for Grid Sampling of PCB Spill Sites to Verify Cleanup". Samples were collected for analysis between the depths of 0.5 and 5.5 feet bgs. The close -spaced grid sampling enabled SCE to statistically determine to a 95 percent confidence level that the PCB and lead concentrations in soil were characterized and the horizontal limits of PCB- and lead -affected soils were defined. However, the vertical limits of affected soils requiring removal by excavation was not everywhere defined because PCBs and/or lead were present at concentrations exceeding the residential CHHSLs in the deepest samples collected at 15 locations. As a result, confirmation sampling of the base of the proposed remedial excavations was necessary prior to backfilling to verify that all soils exceeding residential CHHSLs had been removed. ADDITIONAL SOIL SAMPLING RESULTS SCE decided to conduct additional in-place characterization of the depth of the lead - and/or PCB -affected soils at the 15 locations referenced above due to concerns over potential groundwater flooding of excavations that would necessarily be left open while O� Leighton 603404-008 waiting for the analytical results for the confirmation samples. It was anticipated that the remedial excavations would extend up to 6 -inches below groundwater; however, the influence of tidal fluctuations on groundwater elevations was not established and was a source of concern for the successful implementation of the RARP. Additional soil samples were therefore collected by direct -push sampling methods on July 18, 2013, to define the depth of lead- and/or PCB -affected soils at the 15 locations where concentrations exceeding the residential CHHSLs were present in the deepest samples previously collected. Direct -push boings were advanced approximately 6 -inches away from the previous boring locations and were identified by the same boring number followed by the suffix of DL. The analytical results for the delineation samples collected are presented in the attached Addendum Field Finding Report, Summaries of Field Investigations and Laboratory Analytical Testing, Newport Substation (Retired), 1516 West Balboa Blvd., Newport Beach California prepared by SCE Engineering and Technical Services Geotechnical Group on August 5, 2013. Based on the data presented in Field Finding Report, the bottoms of the remedial excavation cells are now defined and confirmation sampling is no longer necessary. The depths of the remedial excavation cells have been subsequently revised and vary from 2.5 to 6.5 feet bgs as depicted on Figure 1. Two additional borings (VB -19a and VB -19b) were also advanced to the north of Location VB -19 to determine the lateral extent of lead identified in VB -19 and thus the proximity of the proposed remedial excavation to the paved alley north of the Site. Soil removals to a depth of 6 feet bgs and a distance of 4 feet from the alley are needed based on the sampling results. EVALUATION OF GROUNDWATER ELEVATIONS Two 1 -inch diameter piezometer wells (P-1 and P-2) were installed at the Site by SCE on May 29, 2013 for the purpose of evaluating the effect of tidal fluctuations on groundwater elevations beneath the Site. The approximate locations of the piezometer wells are shown on Figure 1. Transducers were placed in each piezometer to record water elevations from July 12 to July 23, 2013. The transducer results indicated that tidal fluctuations could be observed to fluctuate in the wells with a periodic frequency that approximated tidal ebb and fall. However, the accuracy of the amplitude of the tidal fluctuations appeared questionable indicating that the transducers may have been out of calibration. 40 s% 4 - Leighton 603404-008 To further evaluate the magnitude of the tidal -induced groundwater level fluctuations, manual measurements were taken with a water -level sounder at 15 -minute intervals over an 11 -hour period on July 29, 2013. The results indicated that groundwater elevations in piezometer P-1 increased from 2.89 feet to 3.44 feet above mean low -low water (MLLW) and from 2.92 feet to 3.60 feet MLLW for piezometer P-2. Thus, a fluctuation of up to 0.7 feet in the piezometer wells corresponded with a tidal fluctuation of approximately 3 feet with the peak groundwater elevations in the piezometers lagging approximately 75 minutes behind peak high -tide based on the published Corona del Mar, Newport Bay Entrance tide charts. Because the tide charts are based on benchmarks related to MLLW, SCE commissioned a survey of the temporary bench mark (TBM) that was established at the gate entrance on Balboa Boulevard. The MLLW elevation at the TBM was determined to be 7.52 feet above MLLW (7.7 feet NAVD88). A schematic north -south cross-section was constructed using site elevation data referenced to MLLW to compare potential groundwater fluctuations with the depths of the planned remedial excavation cells (Figure 2). Based on the cross-section analysis, excavations to 4.5 feet bgs should not encounter groundwater, excavations to 5 feet bgs should slightly encroach on groundwater during high -tides, excavations to 6.0 feet bgs will encounter up to 10 inches of water at high -tide, and the single excavation cell to 6.5 will encounter between 6 and 18 -inches of groundwater depending on high or low tide conditions. To mitigate groundwater entry, soil excavations deeper than 4.5 feet below grade should be timed to coincide with low -tides conditions beneath the Site by monitoring the onsite piezometer wells and referencing tidal charts. The volume of soil excavated at any time below a depth of 4.5 feet below ground surface should be limited to 10 cubic yards prior to backfilling to 4.5 feet with the objective of completing the backfilling operations prior to the onset of a rising tide. Windows of opportunity appear to be approximately 4 hours for any given tidal cycle based on the data obtained by the transducers. EXCAVATION EARTHWORK AND SEQUENCE RECOMMENDATIONS The execution of the proposed excavations as presented in the RARP is amended per the discussion below. Based on the additional delineation soil sampling and the resulting revisions to the depth of the excavation cells, the proposed excavations will 5 - Leighton 603404-008 remove approximately 390 cubic yards (CY), in-place volume, or an estimated 632 tons; assuming a bulk soil density of 120 pounds per cubic foot. The Site elevations vary from ±7.52 feet MLLW at the south property line to ±9.1 feet MLLW at the north property line. Monitoring of two piezometer wells installed onsite indicate that groundwater levels are tidal -influenced and lag tidal ebb and flow by approximately 75 minutes. Low -tide groundwater elevations were measured at 2.89 feet and high -tide elevations were measured at 3.60 feet MLLW. Soil removals relative to MLLW will vary from 6.2 feet to 2.1 feet MLLW (Figure 2). To minimize groundwater entry, soil excavations deeper than 4.5 feet below grade will be timed to coincide with low -tides and when the amplitude of tidal fluctuations are relatively muted (e.g. half- moon lunar phases). Excavations deeper than 4.5 feet below grade will also be limited to 10 CY in volume for any given excavation cell to allow sufficient time to place and compact backfill material, bringing the excavation cell back to 4.5 feet below grade prior to the onset of high -tide. Remedial soil excavations should first be conducted in the northwest comer of the Site using clean import backfill soil as a ramp that will enable efficient loading of the remainder of the excavated site soils into low -boy end dumps staged in the alley adjacent to the north property line. Soils in the northwest corner of the Site will be benched to 2.5 feet prior to conducting the deeper 8 -foot x 6 -foot soil excavation to 6 feet below grade (2.67 feet MLLW) identified as Area "A" on Figure 1. After benching, two 4 -foot x 6 -foot x 6 -foot deep slot -cuts oriented perpendicular to the alley will be excavated at '/::1 (H:V) and backfilled in succession to coincide with low -tide groundwater levels. Each slot -cut will be immediately backfilled to minimum depth of 4.5 feet below grade and both slot -cuts will be backfilled the same day to 2.5 feet below pre-existing grade. Up to 2 feet of compacted gravel will be installed in 6- to 8 -inch lifts to stabilize the excavation bottom. Filter fabric will be placed on the sides and above the gravel to prevent infiltration of overlying backfill materials. Soils will be benched to 2.5 feet prior to conducting the deeper 4 -foot x 6 -foot soil excavation to 4.5 feet below grade (3.8 feet MLLW) identified as Area "B" on Figure 1. Area "B" is adjacent to the property line with Arenas Park and is separated by an 8 -foot high chain-link fence. After benching to 2.5 feet, the excavation will be deepened to 4.5 feet below grade and sloped at ''/z:1 (H:V). The excavation will be backfilled to pre- existing grade the same day. Up to 2 feet of compacted gravel installed in 6- to 8 -inch lifts if needed to stabilize the excavation bottom. Filter fabric will be placed above the gravel to prevent infiltration of overlying backfill materials. Leighton 603404-008 The excavation contractor will determine the excavation and backfill sequence for the remainder of the soil removals such that excavations below 4.5 feet will coincide with the half-moon lunar phase with the objective of mitigating or minimizing potential groundwater entry into the excavations. The Contractor should backfill and compact soils in accordance with the geotechnical recommendations provided herein. GEOTECHNICAL RECOMMENDATIONS All temporary excavations should be performed in accordance with project plans, specifications and all OSHA requirements. During construction, the soil conditions should be regularly evaluated to verify that conditions area as anticipated. The contractor should be responsible for providing the "competent person" required by OSHA standards to evaluate soil conditions. Close coordination between the competent person and the geotechnical engineer should be maintained to facilitate construction while providing safe excavations. Backfilling may commence upon the verbal approval of the soils engineer after the soil removals from the excavation cells are complete and the excavation depths have been verified. The excavation bottom should be scarified, moisture conditioned to near optimum moisture content, if necessary, and compacted to a minimum relative compaction of 90%. If the bases of the excavations are at, or below the groundwater surface, the bottom soils may become unstable. A3/4 -inch or larger gravel layer should be placed in 6- to 8 -inch lifts and worked into the excavation bottom to provide equipment or backfill support. Other means such as placement of filter fabric may be required to stabilize the bottom. Filter fabric should be placed above gravel fill to prevent the infiltration of fines. Additional stabilization measures may be required as necessary by the engineer. Backfill materials shall be primarily granular, non -expansive soil free of vegetation, contaminants and other deleterious materials. Backfill soil shall have less than 20 percent passing a #200 sieve. The source of the backfill material should be determined a minimum of two weeks prior to importation and samples should analyzed for chemical constituents and physical properties including maximum density, expansion potential and gradation. Backfill materials should not be imported prior to approval by the engineer. 7- Leighton 603404-008 Excavation backfill should be placed in 6 -inch lifts; moisture conditioned to near optimum moisture content and mechanically compacted to a minimum of 90 percent maximum dry density as determined by ASTM International Standard D 1557. The soils engineer should provide quality control testing of the backfill. Compaction tests should be performed approximately every 2 feet in vertical height and of sufficient quantity to attest to the overall compaction effort applied to the fill areas. Backfilling should continue until finish grades are reached as indicated on Site Restoration, Excavation and Grading Plan Sheet ENV -3. The geotechnical engineer should prepare a completion report documenting earthwork observations and testing results. No surcharge from soil or equipment shall be placed on the alley pavement within three feet of the edge of any excavation. Areas not excavated to remove affected soils should be watered and surface rolled to provide a dust- and erosion -resistant surface. Temporary erosion protection consisting of 9 -inch straw wattles should be left in place as shown on the Sheet ENV -3 after grading has been completed. Finished grades should be left a minimum of 0.25 feet below grade on adjacent properties to prevent runoff from leaving the Site. CONTINGENCY GROUNDWATER DEWATERING AND REMOVAL By implementing the practices and methods described in the above excavation earthwork and sequence recommendations and geotechnical recommendation sections of this document, dewatering of the Site it is not anticipated to be necessary to achieve the excavation/backfill objectives. If groundwater accumulates in the excavations in deleterious quantities (>1 -foot depth of accumulated water) that prevent the stabilization of soils, the accumulated water will be removed by vacuum truck, sampled for characterization and disposal purposes, and transported to an appropriate recycling facility. Since any groundwater removed from the Site will be transported to a licensed water treatment facility, Public Works approval for discharge into storm drain or public - way is not needed. CONTINGENCY SHORING PLAN Shoring is not anticipated to be needed due to the limited aerial extent of excavations that may extend to near the top of groundwater. There are only relatively small areas where the excavations are deeper than 5 feet and not benched by an adjacent 2.5 -foot excavation as shown on Figure 1. All 5.5- to 6.5 -foot' excavations are to be sloped at %:1 (H:V), unless benched, and will be open for no more than 5 hours prior to 8�� Leighton 603404-008 backfilling. No personnel are to work within excavations deeper than 4 feet. Minor sloughing can be tolerated. If the bottom is saturated or there is water intrusion, the excavation bottom will be backfilled with machine -placed coarse gravel, thus reducing the excavation depth. The 6 -foot deep excavation planned adjacent to the north property line will be performed in two slots of 4 -foot wide each and immediately backfilled with up to 2 feet of gravel to stabilize the excavation floor and sidewalls. As a contingency, it is recommended that hydraulic shoring be stored onsite and available for immediate use in the event that the excavation side walls be unstable. COMPLETION REPORT After the completion of excavation, backfilling and site restoration, a Completion Report will be prepared for documentation of all activities and testing. The report shall be provided to the City of Newport Beach and will document soil removals in accordance with the RARP and this addendum. The Completion Report will also include a soils grading report that includes the location and elevation of field density tests, summaries of field and laboratory results and other substantiated data, and comments on any changes made during the grading and their effect on the recommendations made herein. The Completion Report will serve as documentation as to the adequacy of the Site for the intended use and completion of the work in accordance with the job specifications. Al -s- F Leighton :Y�kLhLS�hI:] We appreciate the opportunity to serve Southern California Edison. Please do not hesitate to call the undersigned at (949)-681-4256, if you have any questions regarding the findings of this report. 16:k1FA 191110NII Respectfully submitted, LEIGHTON CONSULTING, INC. Richard Williams, PG 6405 Associate Geologist Djan handra, PE, GE 2376 Senior Principal Engineer Attachments: References Figure 1 — Remedial Excavation Cells Figure 2 — Schematic Cross -Section, Excavation Depths and Groundwater Elevations Appendix A — Addendum Field Finding Report, Summaries of Field Investigation and Laboratory Analytical Testing, Newport Substation (Retired), 1516 West Balboa Blvd. Newport Beach California; SCE Engineering & Technical Services, Geotechnical Engineering Services, August 5, 2013 Distribution: (4 + 4 CDs) Addressee 10 - Leighton 11119r,[IT,miIli.] REFERENCES California Regional Water Control Board, 1996, "Interim Site Assessment and Cleanup Guidebook," (CRWQCB), 1996. California Environmental Protection Agency, 2005, "Use of California Human Health Screening Levels (CHHSLs) in Evaluation of Contaminated Properties," January 2005. California Environmental Protection Agency, 2009, 'Revised California Human Health Screening Level for Lead (Review Draft)", May 14, 2009, Office of Environmental Health Hazard Assessment. Leighton Consulting, Inc., 2009, Site Assessment Report, Marina Park, 1516 West Balboa Boulevard, Newport Beach, California, Project No. 602497-003, dated April 3, and September 22, 2009. Southern California Edison, 2013, Field Finding Report, Summaries of Field Investigation and Laboratory Analytical Testing, Newport Substation (Retired), SCE Power Production Organizational Unit, Geotechnical Services Group, February 28, 2013. Southern California Edison, 2013, Remedial Action and Restoration Plan, SCE Newport Substation Site, 1516 West Balboa Boulevard, Newport Beach, California, Environmental Engineering Section, Corporate Environmental, Health and Safety, March 23, 2013. US EPA, "Field Manual for Grid Sampling of PCB Spill Sites to Verify Cleanup," US EPA 560/5-86-017. US EPA, "Verification of PCB Spill Cleanup by Sampling and Analysis," US EPA 560/5- 85-026. Leighton Fri FIGURE 1 - REMEDIAL EXCAVATION CELLS REMEDIAL ACTION AND RESTORATION PLAN ADDENDUM e,+ w I vaT Var V5.5 P- T + + Gia RS3iFSE / \ 7:T1 a.o.ta. NNt vgw a 0 VP�O r2 V 55 5.0 4.5 , 4 0' I._ ... 0d_..,T_... 5.5 d.5 6 t5.5 still 85.0 y 5 N>+P1 Y lte N,iE sta + 8 5 n + sJs a. m.o Constituents of Concem (CDCs) are PCBs > 0.088 mg/kg & Lead > 80 COCs > rCHHSLs @ 0.5' bgs & < rCHHSLs @ 1.0' bgs COCs > rCHHSLs @ 0.5' or 1.0' & < rCHHLS @ 2.5' bgs COCs > rCHHSLs @ 2.5' bgs & < rCHHSLs @ 3.510 5' bgs • COCs > rCHHSLs ® >5' bgs 0 Driver COC is Lead VaO VBIJ 013` V&F6 T R M M] ' " VFX vsar NMI M tJ + 4.5 w YCW,N vera 4.5 tin�{e. of $e'hemalfo dross§ec.Nlf�on v�rN 1� viaSXt �'{� (�: .W mid"Lei{! • Mkll 3.5 y !ff �Va<C I 1J I ao I 6A 19-11Depth that COCs are Confirmed to be lower than rCHHSLs 13 Se.l Removal to 2.5' bgs ❑ Sail Removal to 3.5' bgs Soil Removal to 4.5' bgs Soil Removal to 5.0 & 5.5' bgs ❑ Soil Removal to 6.0 & 6.5' bgs VICINITY ~ 161 NEW 6EM.X. G 0166) NOTES •OROUq ATEP KPTN FOR VOW 1166 FEET Ntl VOW2 TWI "VUWJ 4 JFFET. LEGEND Piezometer Well ® 6LOC[WHl W OWN 1N6t FENCE OIWN+OE VKV[ •IEtT FLOW 01NEOTgN a 0e66LA06 PILOHAry uw 110CR" Feowxo n + OEOONLMES 1WRE X oMLLOW6ptlNOAWO.WOEA) ® so1L 6 O1g11MWATEN M tOE(IPiC6E) ROURE 3. 9R 601M0 LOCADOR6 NEWPORT SUBSTATION FRE xLLc. reWlartT 60L saaw Loe+noxaowo in Ar wWNu. EDISON NORTH 0 SOUTH z od I P-2 < I ALLEY EL: 8.87 MLLW P-1 too EL: 8.05 MLLW < i m too + 3 0 9.0 1 EXISTING GRADE 0 � � m 90 Bo 7.52 MLLW e.0 2.5 ft /TBM i zo zo 3 6.0 ft 2.5 ft e.0 6.5 ft 4.5 ft e o c 45-iS ft so- so f 4.0 -40 ,. 3.60 ft - 7: HIGHTIDE 3.44 ft 3.0 7.2 -2 0: 0 I e,o 2.92 ft 2.89 ft 20- t.D 1.0 7,87FTBGS 1.0 7.75 FT BGS MLLW MLLW Leaead SOIL RFMOVAI TO 2.5 FEET (FT) O SOIL REMOVAL To 4.5-5.5 FT BGS TBM = TEMPORARY BENCH MARK BELOW GROUND SURFACE (RES) ❑ SOIL REMOVAL TO 6.0-6.5 FT BGS ❑ SOIL REMOVAL To 4.5 FT BGS MLLW= MEAN LOW LOW WATER (0. 18 FEET BELOW MEAN SEA LEVEL) FIGURE 2 P'tryod No. near. By Newport Beach Substation "M000e am • 1516 West Balboa Boulevard SCHEMATIC CROSS SECTION FrwrGara CPB' Newport Beach, California EXCAVATION DEPTHS AND GROUNDWATER ELEVATIONS REW x.4 Date H I-.la.vv. 1�2 wR�a xu C,A t'j- 4'X, f U MA 45, % M SOUTHERN CALIFORNIA EDISON POWER PRODUCTION Engineering And Technical Services GEOTECHNICAL GROUP ADDENDUM FIELD FINDING REPORT SUMMARIES OF FIELD INVESTIGATIONS AND LABORATORY ANALYTICAL TESTING NEWPORT SUBSTATION (RETIRED) 1516 WEST BALBOA BLVD. NEWPORT BEACH, CALIFORNIA PREPARED BY: SOUTHERN CALIFORNIA EDISON COMPANY ENGINEERING & TECHNICAL SERVICES GEOTECHNICAL ENGINEERING SERVICES August 5, 2013 AUGUST 5, 2013 Mr. Mark Passarini Manager Environmental Engineering Section Technical Services Division Corporate Environmental, Health and Safety (CEHS) SUBJECT: Addendum Field Finding Report Summaries of Field Investigation and Laboratory Analytical Testing Newport Substation (Retired) 1516 West Balboa Blvd. Newport Beach, California 1.0 Introduction This report is an addendum to the Field Finding Report prepared by SCE Geotech dated February 28, 2013. The purpose of this addendum report is to document: (1) the environmental soil sampling activities prior to remediation and excavation of potential environmental affected soils and (2) the results of laboratory analytical testing that were conducted at the subject site. The location of the project is shown on Figure 1, Vicinity Map. All sampling activities were performed in accordance with the Site Assessment Work Plan (November 6, 2012) and under the direction of Corporate Environmental, Health and Safety Environmental Engineering Section. 2.0 Scope of Work The purpose of this field investigation was to perform additional soil sampling in order to further delineate the vertical extents for the proposed remediation plan. Additional soil samplings were conducted at the selected locations of the previously found impacted soils and to determine the levels of Polychlorinated Biphenyls (PCB's) and Lead concentrations found in the initial soil sampling investigations. The scope of this field investigation included a total of seventeen (17) soil borings at various depths and analyzed for PCB's and/or lead as directed. The locations of the proposed borings are shown on Figure 2. 3.0 Field Investigation The field investigation was performed on July 18, 2013. Field investigation was performed using GeoprobeTM Model 6600 rig utilizing the direct -push method. The field investigation consisted of drilling seventeen (17) soil borings. As directed, all soil borings were pushed to various depths from 3.5 feet to 7.0 feet below ground surface (bgs) where previous elevated concentrations of Lead & PCB's were exhibited in the soil samples. -2- All soil borings were numbered and labeled with additional "DU behind the original boring numbers to distinguish their delineation purpose. Since previous soil borings were backfilled with hydrated bentonite chips, drilling the additional borings at the same location to collect representative samples was not practical. Therefore, delineation borings were located approximately six inches adjacent to previous soil borings. Soil samples were collected with the GeoprobeTA° rig using a stainless steed drive sampler lined with an acetate tube. The samples were collected in accordance with EPA guidelines for laboratory analytical testing. Each sample was sealed, capped, labeled and stored in a chilled ice chest for transport to a California certified laboratory, Advanced Technology Laboratories (ATL) in Signal Hill, California, following proper chain of custody procedures. All sampling equipment was decontaminated between each boring location according to the procedure outlined on the Site Assessment Work Plan (November 6, 2012). In addition, during the soil sampling, each soil sample was field screened with Photovac Micro Tip Photoionizaiton Detector (PID) for presence/absence of Volatile Organic Compounds (VOC's). Observations about odor and soil discoloration that could indicate contamination were made. No VOC's were detected in the soil samples. The PID readings were noted on the Logs of Borings in Appendix A. The results of the laboratory analytical testing are summarized in Section 6.0 and a detailed results summary is presented in table 1. Locations of the borings are depicted on Figure 2, Boring Locations Plan. Detailed descriptions of the soil conditions encountered during the field investigation are included on the Logs of Boring (LOB) in Appendix A. 4.0 Subsurface and Groundwater Conditions In accordance with the field investigation, the underlying subsurface soils at the site consist predominantly of surficial silty sand/silt fill soils, underlain by possible native silt, sandy silt, and/or silty sand. The Pacific Ocean is located approximately 800 feet southwest of the site and Newport Bay is approximately 200 feet to the northeast. Groundwater was encountered during the field investigation and is estimated to be at depths ranging from 5 to 6 feet below ground surface which probably represents tidal fluctuation. Bedrock was not encountered during the field investigation. 5.0 Laboratory Analytical Testing As directed, specific soil samples at various depths and locations were either put on "HOLD" or initially analyzed for the following constituents: -3- • Polychlorinated Biphenyls (PCB) by EPA Method 8082 with sample extraction via USEPA SW -846 Method 3540C (Soxhlet Extraction) • Title 22 Metals for Lead by EPA Methods 6010B and 7471A A copy of the laboratory test results and the Chain of Custody Records are attached in Appendix B of this report. 6.0 Results of Analytical Laboratory Testing Initially, laboratory testing was performed on the upper end of the six inches plastic tube obtained from the field. As directed and in accordance with detected concentrations of PCB's found in the soil samples, additional laboratory testing was performed on the next available depth of the acetate tube sampler. In accordance with the results of the laboratory analytical testing, Table II Metals test for Lead results from the soil samples indicated concentrations of all lead tests were below the Title 22, California Code Regulations (CCR) action levels except VB-12-DL@3.5' (140mg/kg). A Waste Extraction Test (WET) was performed and TCLP (Toxicity Characteristic Leaching Procedure) analytical test results determined that elevated lead concentration in VB-12-DL@3.5' (3.7mg/L) did not exceed the TCLP threshold of 5 mg/L. Detected concentrations of PCBs in the soil samples were exhibited in Aroclor 1254 & Aroclor 1260 only. The highest concentration detected of PCBs in the soil samples was VB-16-DL@3.5'(2.46 ppm). Summaries of the laboratory analytical testing performed on soil samples are presented below in Table 1. 7.0 Closure It should be noted that all information contained in this report are based on: (1) Site conditions as they existed at the time of our investigation and samples collected at the locations and depths. The samples do not represent the entire Site; (2) laboratory analytical testing performed on the samples obtained during the field investigation at the depths indicated. No other representation, either expressed or implied, is included in our report. A potential always remains for the presence of unknown, unidentified, or unforeseen subsurface contamination on portions of the project not sampled. Conditions may vary between the exploration localities, or at other locations or depths. This report has been prepared for the exclusive use of the specified SCE organization and the specific location at the specific project address. If new information is developed in future site work (which may include excavations or other studies), the SCE Geotech Group in the Power Production Department should be contacted to re-evaluate the interpretations in this report, and to provide amendments as required. -4- •1• We would like to thank the Corporate Environmental, Health and Safety (CEHS) group for providing us the opportunity to provide geo-environ mental engineering support on this project. If you have any questions or require additional information, please call the undersigned at PAX 47795 or (909) 394-8795 MING,gHI, P.E. Projedt Engineer Geotechnical Group Engineering & Technical Services Southern California Edison Company Enclosures: Figure 1: Vicinity Map Figure 2: Boring Location Plan Table 1: Summary of Laboratory Testing Appendix A: Log of Test Borings (LOTB) Appendix B: ATL Laboratory testing Results Cc: Geotech Files ZAID AHMAD, P.E. Project Manager/Geotech Group Lead Geotechnical Group Engineering & Technical Services Southern California Edison Company sfc Af/geotech1mC12013/Newport Sub Addendum Reid Finding Repon_DRAFT-Rev 8-5-13.doc -5- r �• 1 .�I171, ( I�1 I- �w 11f NEWPORT BEACH �.. ...•v gra i 9 it tip _.� IrlI D IL] ILFm� � �ru•. 'L w�.Ilnl.p JIII I n .I .�jlnylplllh SOUTHERN ( Al IFORNIn EDISON VICINITY MAP Project: NEWPORT SUBSTATION POWfR PRODUCTION Engineering And 7i•cAnic(d.A•rviers Newport Beach Quad FIGURE 1 GEOTECHNICAL GROUP i l fill _x#11if Aa 3'__---____.—.— S 0L ® X I + � g+ I a s Ox I I _ I usy � 71 p 9 / 9 g Too I 14' 1- ki� >a + v m+ F s� ¢+ to g+ ~1 n+ S 71 Table. 1 Summary of Laboratory Analytical Testing for Proposed PCB and Lead Delineation Sampling. Sample ID Depth (feet) TTLC/Lead TCLP Lead (mg/L) PCB (mg/Kg) B-5 1 B -10 -DL 3.5 - 0.612 4.5 to 0.150 4.5 bottom 0.074 3.5 44 - 0.540 B -7 -DL 4.5 12 0.032 3.5 2.8 - 0.249 13 -9 -DL 4.5 HOLD ND VB -8 -DL 5.5 N D 6.0 - - ND 7.0 1 HOLD 3.5 - 0.043 VB -9 -DL 4.5 to - 0.144 4.5Bottom - ND 5.5 ND ND VB -10 -DL 6.0 1 ND I- ND 7.0 HOLD HOLD 5.5 ND - - VB -11 -DL 6.0 1 ND I- - 7.0 1 HOLD VB 3.5 i 140 3.7 0.800 -12 -DL 4.5 1 ND ND 5.5 i 2.1 - ND VB -15 -DL 6.0 1 ND ND 7.0 1 HOLD HOLD VB -16 -DL 3.5 i - - 2.460 4.5 1 ND 5.5 ND VB -17 -DL 6.0 - ND 7.0 HOLD VB 3.5 - - 0.423 -18 -DL 4.5 N D VB 6.0 i ND - -19 -DL 7.0 HOLD 3.5 ND - VB -19A -DL 5.0 ND - 6.0 1 HOLD 3.5 ND - - VB -19B -DL 5.0 2.1 6.0 1 HOLD 6 to -- i - i 0.100 VB -20 -DL 6 bottom ND 7.0 1 HOLD I ND VB 3.5 8.8 - -49 -DL 4.5 HOLD Note: 1) PCB's total concentrations>0.089 mg/kg (CHHSLs Screening Level for Residential Land Use) are BOLDED. 2) Top sample denotes the upper end of the astate tube liner. 3) Bottom sample denotes the lower end of the astate tube liner. APPENDIX A LOG OF TEST BORINGS BORING LOG SOL•m[RN( LWORNIA Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: E D I SO N amrx ^zoournu &SWering dnd Tedwivd Sen -ices GROTL'cHSrCI1 GROUP Boring Dia: 2 Inches Boring Number: B -5/B -10 -DL M. Chi En Sample PID Reading Depth Lithology Description I Type (ppm) Feet FILL: (GP) Light gray poorly -graded GRAVEL, 112 to 314 -Inch • o e diameter, subrounded, dry NATIVE(?): (SP) Tan poorly graded SAND, mediumgmined, dry to damp 1 2 3 Tube 0.0 4 grades to fine-grained, with shell fragments, damp Tube 0.0 5 BOTTOM OF BORING AT 5.1 FEET NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS 6 Note: PID background reading 0.0 ppm 7 8 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. B -5/B -10 -DL BORING LOG 50uII1lRN CALIFORNIA I Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: nEON El E POIVER IR ®' $ULICl10�� Engineering And Technical Sen'ices GCOTF.GIX1611. rROUP Boring Dia: 2 Inches Boring Number: B-7-DL M. Chi ESample PID Reading Depth Lithology Description M Type tppm� feet FILL: (SP/GP) Light gray goody graded gravelly SAND, fine-to-medium-grained, dry 1 NATIVE (7): (SP) Gray poorly graded SAND, fine-grained, dry 2 3 Tube 0.0 4 Tube 0.0 color change to brown, micaceous 5 BOTTOM OF BORING AT 5 FEET NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS 6 Note: PID background reading 0.0 ppm 7 8 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. B-7-DL BORING LOG SOME NCAIJrORN1A E®I So W�IAR PRODUM0.1 Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: Engineering and 7eednlced SeiWces 6£OTEO1.wCAL GROUP Boring Dia: 2 Inches Boring Number: B -9 -DL M. Chi STYpee lFeeth PID Reading Lithology Description M (ppm) • FILL: (SP) Light gray poody graded SAND, fine -to -medium -grained, with gravel, dry 1 NATIVE(?): (SP) Brown poorly graded SAND, medium -grained, with traces of SILT, damp 2 3 Tube 0.0 4 Tube 0.0 grades to wet 5 BOTTOM OF BORING AT 5.1 FEET GROUNDWATER POSSIBLE AT 4.5-5 FEET NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS 6 Note: PID background reading 0.0 ppm 7 8 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. B -9 -DL BORING LOG SOUn@RNt LVORkb, Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: EDISON POWER eRoournom Engineering Arid Technical Services G£OTBCO.gCG. GROUP Boring Dia: 2 Inches Boring Number: VB -8 -DL M. Chi Depth ESample PID Reading Lithology Description Type (ppm) Feet FILL: (GP/SP) Light gray gravelly SAND, fine -to -medium -grained, 3/4 -inch to 1 -inch subrounded gravel 1 NATIVE(?): (SP) Brown poorly graded SAND, fine-grained 2 3 4 5 wet to moist, with shell fragments, Tube 0.0 6 wet Tube 0.0 ? _ gradesto medium -grained, less of shell fragments Tube 0.0 BOTTOM OF BORING AT 7.5 FEET GROUNDWATER POSSIBLE AT 6 FEET 8 NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PID background reading 0.0 ppm 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB -8 -DL BORING LOG 50u I I !ERN CALIFORNIA Ly\J\y FO ®I S ®N I Drill Rig: Geoprobe Date Drilled: 7118113 Logged By: Euainecring And TrChnicnf Se+Wces GEOTECHNICAL GROUP Boring Dia: 2 Inches Boring Number: VB -9 -DL M. Chi ESample Depth PID Reading Lithology Description M Type (ppm) Feet FILL: (SP/GP) Light gray poorly graded SAND, medium -to coarse-grained, with 314 -inch to 1 -inch gravel, dry 1 NATIVE-(?): (SP) Brown goody graded SAND, fine-grained, trace of gravel, dry 2 3 Tube 0.0- grades to medium -grained, damp, with shell fragments in 4 _ medium -to coarse-grained sand size Tube 0.0 5 BOTTOM OF BORING AT 5 FEET NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFILLED WITH. HYDRATED BENTONITE CHIPS 8 Note: PID background reading 0.0 ppm 7 8 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB -9 -DL BORING LOG SOUMER\ CALIFORNIA Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: E ®' S o I v POMR iaoourno. Engineering And Technicrd Services GEOTECHNICU. CROUP Boring Dia: 2 Inches Boring Number: VB -10 -DL M. Chi o Sample Depth E PID Reading Lithology Description Type Feet U) Ppm) FILL: (SP) Light gray gravelly SAND, medium -to coarse-grained,. dry NATIVE(?): (SP) Brown poorly goaded SAND, fine-grained, moist 2 3 q 5 Tube 0.0 6 Tube 0.0 grades to wet 7 Tube 0.0 BOTTOM OF BORING AT 7.5 FEET GROUNDWATER POSSIBLE AT 6 FEET 8 NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED. BENTONITE CHIPS Note: PID background reading 0.0 ppm 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB -10 -DL BORING LOG G suumeaNcnnroeui,, Drill Rig: Geoprobe Date Drilled: 7/18113 Logged By: E ®I S ®N MVERPRODLICUON Engineering and reclinical Sepwces GEOTECHNICAL CROUP Boring Dia: 2 Inches Boring Number: VB-11-DL M. Chi Depth ESample PID Reading Lithology Description M Type Feet (Ppm) FILL: (SP) Light gray gravelly SAND, medium-to coarse-grained NATIVE(?): (SP) Brown poorly graded SAND. medium-grained, moist to wet 2 with shell fragments, medium-to coarse-grained, micaceous 3 4 5 Tube 0.0 6 grades to fine-grained Tube. 0.0 wet 7 Tube 0.0 BOTTOM OF BORING AT 7.5 FEET GROUNDWATER POSSIBLE AT 6FEET 8 NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PID background reading:. 0.0 ppm 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-11-DL BORING LOG SOUMERNCALIFORNIA JEDISON POWER PRODUCTION Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: r-ngineecing:Ind Techidwl5'ervicet 6EOTECFIa7GILGROUP Boring Dia: 2 Inches Boring Number: VB -12 -DL M. Chi ESample PID Reading Depth Lithology Description W Type Feet (ppm) FILL: (SP) Light gray poorly graded SAND, medium-tocoarse grained, dry 1 2 NATIVE(?) (SP) Brown poorly graded SAND, medium -grained, damp, micaceous 3 Tube 0.0 4 grades to moist to wet Tube 0.0 5 BOTTOM OF BORING AT 5.25 FEET NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED 5 BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PID background reading 0.0 ppm 7 8 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB -12 -DL BORING LOG (i sounRRNULWORNLA Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: tlh'\V�,y EvD I SIMON®N Engineering: bid lecl..lad Services GEOTHCrt.VICAL GNOGP Boring Dia: 2 Inches Boring Number: VB-15-DL M. Chi Sample PID Reading Depth Lithology Description ME Type (ppm) Feet FILL: (GP) Light gray poorly graded GRAVEL, 3/8-inch to 3/4-inch, dry 1 2 NATIVE(?): ($P) Brown poorly graded SAND, fine-grained, with traces of sill. damp 3 4 5 Tube 0.0 - grades to wet 6 Tube 0.0 . - grades to medium-grained 7 color change to grayish brown Tube 0.0 BOTTOM OF BORING AT 7.5 FEET GROUNDWATER POSSIBLE AT 5.5 FEET 8 NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PID background reading 0.0 ppm 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-15-DL BORING LOG SUemrRN uLIrOR„A D I S ON F Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: tnglneerrng.anA Technical Semites 6rOTCCIINIC.O. GROUP Boring Dia: 2 Inches Boring Number: VB-16-DL M. Chi ESample PID Reading Depth Lithology Description M Type iPPm) Feet ® 4'm f p FILL: (GP) Light gray poorly graded GRAVEL, 3/4-inch to ®•� •• 1-inch diameter, dry o e • ri 9 •O 1 NATIVE(?) (SP) Light gray poorly graded SAND, fine-grained, dry 2 3 Tube 0.0 4 color change to brown, damp Tube 0.0 5 BOTTOM OF BORING AT 5.1 FEET NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS 6 Note: PID background reading 0.0 ppm 7 8 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-16-DL BORING LOG suumERN CLIFUR,IA JE D I Ou O N I S O rw+'[x rx Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: Engrneering And Techniad Sen•fees GEOTECIISICAL GROUP Boring Dia: 2 Inches Boring Number: VB -17 -OL M. Chi o Sample Depth PID Reading Lithology Description Type (PPm) Feet rn w •® % , FILL: (GP) Light gray poorly graded GRAVEL, 3/8 -inch to • . . 314 -inch, dry NATIVE(?): (SP) Gray poorly graded SAND, fine-grained. with slit, reddish brown stringers, damp 1 2 3 4 5 Tube 0.0 grades to light olive blown, medium -grained, wet 6 Tube 0.0 water dripping out from the sampler 7 Tube 0.0 BOTTOM OF BORING AT 7.5 FEET GROUNDWATER POSSIBLE AT 5 FEET 8 NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PID background reading 0.0 ppm 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB -17 -DL BORING LOG SOLORRN Gl6URNIA EDISON Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: Engineering And Tech.lad Sm -lecs 6EOTMINKAL GROUP Boring Dia: 2 Inches Boring Number: VB -18 -DL M. Chi mSTP le PID Reading Lithology Description U) (PPrn) seDeptt ® •m �'. I FILL: (GP) Light gray poorly graded sandy GRAVEL, 3/8 -inch • • • to 3/4 -Inch diameter, dry s ,de • • fill •#.-I 1 _ NATIVE(?) (SP) Grayish brown poorly graded SAND, medium -grained, traces of rounded gravel 3/8 -inch. dry 2 3 Tube 0.0 4 color change to brown, damp Tube 0.0 5 BOTTOM OF BORING AT 5 FEET NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS 6 Note: PID background reading 0.0 ppm 7 8 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB -18 -DL BORING LOG nrj SOU EHERN(nLIFURNIn IL.i�\VwV PU ®I S ®N rOtvEP PPODL'CnOn Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: Engineering dnd Teclr..lad Sen'ices GEOTECHNICAL GROUP Boring Dia: 2 Inches Boring Number: VS-19-OL M. Chi o Sample Depth PID Reading Lithology Description Type (ppm ) Feet FILL: (SP) Light gray poorly graded gravelly SAND, medium-to coarse-grained, 3/8-inch to 3/4-inch diameter, dry 1 NATIVE(?) (SP) Brown poorly graded SAND, fine-to medium-grained, dry 2 traces of mica 3 4 5 Tube 0.0 6 grades to wet Tube 0.0 7 color change to yellowish brown, no mica 8 BOTTOM OF BORING AT 8 FEET POSSIBLE GROUNDWATER AT 6 FEET NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS 9 Note: PID background reading 0.0 ppm Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-19-DL BORING LOG r wjG SOUIIIERNCALIFORNIA \9 ®I DU O ED I POLYEq I20DUCnON Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: Engineering dnA kd.. cnl S'e,,*,s GrOTMINIaL CROUP Boring Dia: 2 Inches Boring Number: VB -19A -DL M. Chi Sample Depth En PID Reading Lithology Description Type Feet C (ppm) FILL: (SP) Light brown poorly graded SAND, medium -grained, with gravel, 318 -inch to 3/4 -inch, subrounded, dry 1 NATIVE(?): (SP) Tan brown poorly graded SAND, medium -grained, with shell fragments, dry to damp 2 3 Tube 0.0 4 grades to damp to moist, color change to orangish brown. 6 with some silt Tube 0.0 Tube 0.0 6 moist, no silt BOTTOM OF BORING AT 6.6 FEET T NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PID background reading 0.0 ppm 8 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB -19A -DL BORING LOG somnemuCr-nuroRMA JE ®I J o N Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: F.ngineeriog arrA Tecl..lad S'e,ices GF.OTECH.WCAt. GROUP Boring Dia: 2 Inches Boring Number: VB-19B-DL M. Chi Sample Depth En PID Reading Lithology Description Type Feet i (pPm) FILL: (SP) Light gray poorly graded SAND, medium-to coarse-grained, 3/8-inch to 1/2-inch, dry 1 2 3 Tube 0.0 4 5 grades to fine-grained, moist to wet, shell fragments Tube 0.0 6 color mottled with dark gray, wet Tube 0.0 BOTTOM OF BORING AT 6.6 FEET 7 POSSIBLE GROUNDWATER AT 5.5 FEET NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PID background reading 0.0 ppm 8 9 Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-19B-DL BORING LOG C SOL'f11ERN GLIfORSIa ;�J\ Drill Rig: Geoprobe Dale Drilled: 7/18/13 Logged By: EDISON nuxT4 rRaournon• 6girreering.4nd Tedmiml Sen•ieea croTPOrJ7GL CROUP Boring Dia: 2 Inches Boring Number: VB-20-DL M. Chi n Sample Depth PID Reading Lilhology Description Type (ppm) Feet FILL: (SP) Light gray gravelly SAND• medium-lo coarse-grained. 3/8-inch to 1/2-Inch, dry 1 NATIVE(?): (SP) Brown poodygraded SAND, 6neyreined, with some gravel 2 3 4 5 grades to wet 6 Tube 0.0 water dripping out from sampler 7 Tube 0.0 8 Tube 0.0 BOTTOM OF BORING AT 8.6 FEET g POSSIBLE GROUNDWATER AT 6 FEET NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PID background reading 0.0 ppm Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-20-DL APPENDIX B LABORATORY TEST DATA Ml] CHAIN OF CUSTODY RECORDS ADVANCED 1 A B O July 22, 2013 Ming Chi Southern California Edison 300 N. Lone Hill Avenue San Dimas, CA 91773 Tel: (909) 394-8910 Fax:(909)394-8610 Re: ATL Work Order Number: 1302118 �� R A T TECHNOLOGY () R I E S Client Reference: NEWPORT SUB -DL, 325210 „ a[Cpq Ep p�^v 0 � x ELAP No.: 1838 NELAP No.: 02I07CA CSDLAC No.: 10196 ORELAP No.: CA300003 TCEQ No.: T104704502 Enclosed are the results for sample(s) received on July 18, 2013 by Advanced Technology Laboratories. The sample(s) are tested for the parameters as indicated on the enclosed chain of custody in accordance with applicable laboratory certifications. The laboratory results contained in this report specifically pertains to the sample(s) submitted. Thank you for the opportunity to serve the needs of your company. If you have any questions, please feel free to contact me or your Project Manager. Sinccrcic, A_� or Eddie Rodriguez Laboratory Director The cover letter and the case narrative are an integral part of this analytical report and its absence renders the report invalid. Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Conference and/or applicable state -specific certification programs. The report cannot be reproduced without written permission from the client and Advanced Technology Laboratories. 3275 Walnut Avenue, Signal Hilo CA 90755 • Tel. 562-989-4045 • Fax. 562-989-4040 www.atlglobal conn Page 1 of 40 %lit ��� Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To : Ming Chi San Dimas, CA 91773 Reported : 07/22/2013 SUMMARY OF SAMPLES Sample ID Laboratory ID Matrix Date Sampled Date Received B-5 / B -10 -DL @ 3.5' 1302118-01 Soil 7/18/13 12:32 7/18/13 15:55 B -7 -DL @ 3.5' 1302118-03 Soil 7/18/13 10:15 7/18/13 15:55 B -7 -DL @ 4.5' 1302118-04 Soil 7/18/13 10:16 7/18/13 15:55 B -9 -DL @ 3.5' 1302118-05 Soil 7/18/13 12:11 7/18/13 15:55 VB -8 -DL @ 5.5' 1302118-07 Soil 7/18/13 9:59 7/18/13 15:55 VB -8 -DL @ 6.0' 1302118-08 Soil 7/18/13 10:00 7/18/13 15:55 VB -9 -DL @ 3.5' 1302118-10 Soil 7/18/13 9:45 7/18/13 15:55 VB -9 -DL @ 4.5' 1302118-I1 Soil 7/18/13 9:47 7/18/13 15:55 VB -]0 -DL @ 5.5' 1302118-12 Soil 7/18/13 9:30 7/18/13 15:55 VB -10 -DL @ 6.0' 1302118-13 Soil 7/18/13 9:32 7/18/13 15:55 VB -11 -DL @ 5.5' 1302118-15 Soil 7/18/13 9:09 7/18/13 15:55 VB -11 -DL @ 6.0' 1302118-16 Soil 7/18113 9:12 7/18/13 15:55 VB -12 -DL @ 3.5' 1302118-18 Soil 7/18/13 8:43 7/18/13 15:55 VB -12 -DL @ 4.5' 1302118-19 Soil 7/18/13 8:56 7/18/13 15:55 VB -15 -DL @ 5.5' 1302118-20 Soil 7/18/13 10:28 7/18/13 15:55 VB -15 -DL @ 6.0' 1302118-21 Soil 7/18/13 10:29 7/18/13 15:55 VB -16 -DL @ 3.5' 1302118-23 Soil 7/18/13 10:44 7/18/13 15:55 VB -16 -DL @ 4.5' 1302118-24 Soil 7/18/13 10:52 7/18/13 15:55 VB -17 -DL @ 5.5' 1302118-25 Soil 7118/13 10:59 7/18/13 15:55 VB -17 -DL @ 6.0' 1302118-26 Soil 7/18/13 11:07 7/18/13 15:55 VB -18 -DL @ 3.5' 1302118-28 Soil 7/18/13 11:21 7/18/13 15:55 VB -18 -DL @ 4.5' 1302118-29 Soil 7/18/13 11:35 7/18/13 15:55 VB -19 -DL @ 6.0' 1302118-30 Soil 7/18/13 13:13 7/18/13 15:55 VB-19A-DL@3.5' 1302118-32 Soil 7/18/13 13:25 7/18/13 15:55 VB-19A-DL@5.0' 1302118-33 Soil 7/18/13 13:29 7/18/13 15:55 VB -19B -DL @ 3.5' 1302118-35 Soil 7/18/13 13:46 7/18/13 15:55 VB-19B-DL@5.0' 1302118-36 Soil 7/18/13 13:54 7/18/13 15:55 VB -20 -DL @ 6.0' 1302118-38 Soil 7/18/13 12:53 7/18/13 15:55 VB -49 -DL @ 3.5' 130211840 Soil 7/18/13 11:42 7/18/13 15:55 3275 Walnut Avenue, Signal HH4 CA 90755 • Tel. 561-989-4045 • Fax. 561-989-4040 • wts%wrlglobal.com Page 2 of 40 Certificate of Analysis Southem Califomia Edison Project Number: NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas. CA 91773 Reported: 07/222013 Client Sample ID B-5 i B -10 -DL @ 3.5' Lab ID: 1302118-01 Polychlorinated Biphenyls by EPA 8082 Analyst: 1 Aroclor 1016 Result PQL MDL B3G0336 07/18/2013 Date/Time Analyte (ug(kg) (ug/kg) (ughg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 B3G0336 07/18/2013 07/18/13 21:59 Aroclor 1221 ND 16 NA 1 B3430336 07/18/2013 07/18/1321:59 Aroclor 1232 ND 16 NA 1 B3CA336 07/182013 07/18/13 21:59 Aroclor 1242 ND 16 NA I B3410336 07/182013 07/18/13 21:59 Aroclor 1248 ND 16 NA I B3430336 07/182013 07/18/13 2139 Aroclor 1254 530 64 NA 4 B3G0336 07/11112013 07/19/13 12:34 Aroclor 1260 62 16 NA 1 B3G0336 07/18/2013 07/18/13 21:59 Aroclor 1262 ND 16 NA I B3G0336 07/18/2013 07/18113 21:59 Aroclor 1268 ND 16 NA I B3G0336 07/182013 07/18/13 21:59 Surrogate: Decachlorobiphenyl 110% 39-128 B3G0336 07/182013 07/18/1321:59 Surrogme: Decachlorobiphenyl 118 % 39-128 B3G0336 07/18/2013 0711911312:34 Surrogate' Tetraoh/ora-m-sylem 115 % 38-122 B3G0336 07/182013 07118/1311:59 Surrogate' Tenach/oro-m-n-Ieoe 113% 38-121 B3G0336 07/182013 0711911311:34 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 561-989-4045 • Fax: 561-989-4040 • wwmatlglobal.com Page 3 Gf 40 ACertificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To : Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 Client Sample ID B -7 -DL @ 3.51 Lab ID: 1302118-03 Total Metals by ICP -AES EPA 6010B Analyst: A Lead M 0.99 NA 1 B3G0343 07/192013 07/19/1313:10 Polychlorinated Biphenyls by EPA 8082 Analyst: BB Result PQL MDL Daterruze Date/Time Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analyzed Nates Lead M 0.99 NA 1 B3G0343 07/192013 07/19/1313:10 Polychlorinated Biphenyls by EPA 8082 Analyst: BB Aroclor 1016 Result PQL MDL Daterruze Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 B3G0336 07/182013 07/18/1322:27 Aroclor 1221 ND 16 NA I B3G0336 07/182013 07/18/1322:27 Aroclor 1232 ND 16 NA I B3G0336 07/182013 07/18/13 22:27 Aroclor 1242 ND 16 NA I B3G0336 07/182013 07/18/13 22:27 Aroclor 1248 ND 16 NA 1 B3G0336 07/182013 07/18/13 22:27 Aroclor 1254 470 64 NA 4 B3G0336 07/182013 07/19/13 13:01 Aroclor 1260 70 16 NA 1 6300336 07/182013 07/18/1322:27 Aroclor 1262 ND 16 NA I B3G0336 07/182013 07/1811322:27 Aroclor 1268 ND 16 NA 1 8300336 07/182013 07/18/13 22:27 Surrogate: Decachlorobiphenyl 103% 39-128 B3CA336 07/182013 07119113 13:01 Surrogate: Decachlorobiphenyl 93.5% 39-118 B3G0336 07/182013 0711811311:17 Surrogate: Tetrachloro-m-xylene 94.7% 38-122 B3G0336 07/182013 0711911313:01 Surrogate: Tetrachloro-m-xylene 93.0% 38-122 8300336 07/18/2013 07118113 22:27 3275 Walnut Avenue, Signal Hilo CA 90755 a Tel: 562-9894045 a Fax: 562-9894040 0 wanv.aUglobaLcoin Page 4 of 40 Certificate of Analysis Southem Califomia Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To : Ming Chi San Dimas , CA 91773 Reported: 0722/2013 Client Sample ID B -7 -DL @ 4.5' Lab ID: 1302118-04 Total Metals by lUr-ALL GPA OUIUB Analyst: AG Result PQL MDL Daterrime Analyte (mg/kg) (mg/kg) (mg(kg) Dilution Batch Prepared Analyzed Notes d 12 1.0 NA I B3G0343 07/19/2013 07/1911313:15 Polychlorinated Biphenyls by EPA 802 Analyst: BB Result PQL MDL Detc(rime Analyte (ug/kg) (ug(kg) (ug/kg) Dilution Batch Prepared Analyzed Notcs Aroclor 1016 ND 16 NA I 83430336 07/182013 07/18/13 22:54 Aroclor 1221 ND 16 NA I B3G0336 07/182013 07/18/1322:54 Aroclor 1232 ND 16 NA 1 B3G0336 07/182013 07/19/13 22:54 Aroclor 1242 ND 16 NA I B3G0336 07/182013 07/18/1322:54 Aroclor 1248 ND 16 NA 1 B3G0336 07/182013 07/18/1322:54 Aroclor 1254 32 16 NA I B3G0336 07/182013 07/18/1322:54 Aroclor 1260 ND 16 NA I B3G0336 07/182013 07/18/1322:54 Aroclor 1262 ND 16 NA 1 B3G0336 07/182013 07/18/1322:54 Aroclor 1268 ND 16 NA 1 83430336 07/182013 07/18/1322:54 Surrogate: Decachlorobiphenyl Surrogate: Tetrachloro-m-xylene 102% 39-118 108% 38-112 B3G0336 07/182013 0711811321:54 B3G0336 07/182013 0711811322.54 3275 Walnut Avenue, Signal Hill, CA 90755 • Tek 562-9894045 • Fax: 562-9894040 • www.atlglobal.com Page 5 of 40 4 Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/2212013 CBent Sample ID B -9 -DL ® 3.5' Lab ID: 1302118-05 10121 metals Dy 11,r -AEE ErA Dululs Analvst: AG Result PQL MDL Datc/time, Analyte (mg/kg) (mg/kg) (mg(kg) Dilution Batch Prepared Analyzed Notes Lead 2.8 0.99 NA 1 M0343 07/19/2013 07/19/13 13:17 rolycniormatea Dlpnenyls Dy arA e1152 Analyst: BB Result PQL MDL Date/]"uae Analyte (ug/kg) (ug(kg) (ug/kg) Dilution Batch Prepared Amlyad Notes Aroclor 1016 ND 16 NA 1 83GO336 07/18/2013 07/18/13 23:21 Aroclor 1221 ND 16 NA I B3G0336 07/]82013 07/18/1323:21 Aroclor 1232 ND 16 NA I B3G0336 07/182013 07/18/1323:21 Aroclor 1242 ND 16 NA 1 B3G0336 07/182013 07/18/13 23:21 Aroclor 1248 ND 16 NA 1 B3G0336 07/18/2013 07/18/13 23:21 Aroclor 1254 170 32 NA 2 83GO336 07/182013 07/19/13 13:28 Aroclor 1260 79 16 NA 1 B3G0336 07/182013 07/18/13 23:21 Aroclor 1262 ND 16 NA 1 B3430336 07/182013 07/18/13 23:21 Aroclor 1268 ND 16 NA 1 83G0336 07/182013 07/18/13 23:21 Surrogate: Decachlorobiphenyl 58.1% 39-128 B3G0336 07/182013 07/19/1313:28 Surrogate: Decachlorobiphenyl 107% 39-128 B3G0336 07/182013 07/1811323:21 Surrogate: Tetrachloro-m-xylene 56.9% 38.122 B300336 07/18/2013 0711911313:28 Sumcgote: Tetrachlaro-m-xylene 112 % 38-122 B3G0336 07/18/2013 07118113 23:21 3275 Walnut Avenue, Signal Hill, CA 90755 0 Tel. 562-989-4045 • Fax: 562-989-4040 • mvw.atlglobal.eom Page 6 of 40 jjl� v_ Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas. CA 91773 Reported: 077222013 Client Sample ID VB -8 -DL Q 5.5' Lab ID: 1302118-07 Polychlorinated Blphenyls by EPA 8082 Analyst: BB Result PQL MDL Daterrune Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 B3G0336 07/18/2013 07/18/1123:49 Araclor 1221 ND 16 NA I B3G0336 07/18/2013 07/18/1323:49 Aroclor 1232 ND 16 NA I B3G0336 07/182013 07/1811323:49 Aroclor 1242 ND 16 NA 1 B3G0336 07/182013 07/18/1323:49 Aroclor 1248 ND 16 NA 1 B3G0336 07/182013 07/18/13 23:49 Aroclor 1254 ND 16 NA I B3G0336 07/182013 07/18/13 23:49 Aroclor 1260 ND 16 NA I B3G0336 07/182013 07/18/1323:49 Aroclor 1262 ND 16 NA I B3G0336 07/182013 07/1811323:49 Aroclor 1268 ND 16 NA 1 B300336 07/182013 07/18/1323:49 Surrogate: Decarhlomb(phenyl Surrogate: Tebochloro-m-xylene 105% 39-118 108% 38-111 B3G0336 07/162013 0711811323:49 B3G0336 07/182013 07/18/1323:49 3275 Walnut Avenue, Signal /fill, CA 90755 • Tel: 561-989-4045 -Far. 561-989-4040 a wrv„aatlglobal.com Page 7 of 40 Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 Client Sample ID VB -8 -DL @ 6.0' Lab ID: 1302118-08 rmycmonnatea mpnenyls By r.rA OU62 Analyst: BB Result PQL MDL Daterl-ime Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 B3G0336 07/18/2013 07/19/13 00:16 Aroclor 1221 ND 16 NA I B3G0336 07/18/2013 07/19/1300:16 Aroclor 1232 ND 16 NA 1 B3G0336 07/18/2013 07/19/13 00:16 Aroclor1242 ND 16 NA 1 B3G0336 07/18/2013 07/19/1300:16 Aroclor 1248 ND 16 NA I B3G0336 07/18/2013 07/19/1300:16 Aroclor 1254 ND 16 NA I B3G0336 07/182013 07/19/1300:16 Aroclor1260 ND 16 NA 1 B3G0336 07/182013 07/19/1300:16 Aroclor 1262 ND 16 NA 1 B3G0336 07/18/2013 07/19/1300:16 Aroclor 1268 ND 16 NA 1 B3G0336 07/18/2013 07/19/1300:16 Surrogate: Decachlorobiphenyl Surrogate: Terrachloro-m-xylene 84.0% 39-128 79,0% 38-122 B3G0336 07/18/2013 07119/1300:16 B3G0336 07/18/2013 0711911300.•16 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 • Fax.. 562-989-4040 • wipmadglobal.com Page 8 of 40 aCertificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Repon To : Ming Chi San Dimas, CA 91773 Reported: 07/2212013 Client Sample ID VB -9 -DL @ 3.5' Lab ID: 1302118-10 Polychlorinated Biphenyls by EPA 8082 Analyst: Result PQL MDL Datc?ime Analyte (ugtkg) (ug/kg) (ug/kg) Dilution Batch Prepared Analywd Notes Aroclor 1016 ND 16 NA I B3G0336 07/18/2013 07/19/1300:44 Aroclor 1221 ND 16 NA 1 B3G0336 07/18/2013 07/19/13 00:44 Aroclor 1232 ND 16 NA 1 B3G0336 07/18/2013 07/19/1300:44 Aroclor 1242 ND 16 NA 1 B3G0336 07/182013 07/19/1300:44 Aroclor 1248 ND 16 NA 1 B3G0336 07/182013 07/19/13 00:44 Aroclor 1254 43 16 NA I 83GO336 07/18/2013 07/19/13 00:44 Aroclor 1260 ND 16 NA 1 B3G0336 07/182013 07/19/1300:44 Aroclor 1262 ND 16 NA I B3G0336 07/182013 07/19/1300:44 Aroclor 1268 ND 16 NA 1 B3G0336 07/182013 07/19/1300:44 Surrogate: Decachlorobipheayl Surrogate: Tetrachloro-m-xylene 110% 39-128 111% 38-122 B3G0336 07/182013 07119113 00:44 B3G0336 07/182013 07119113 00:44 3275 Walnut Avenue, Signal Hill, CA 90755 0 Tel. 561-989-4045 • Fax.- 562-989-4040 0 www.atlglobal.coin Page 9 of 40 I_ Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas. CA 91773 Reported : 07/22/2013 CBent Sample ID VB -9-131, Q 4.5' Lab ID: 1302118-11 Polychlorinated Biphenyls by EPA 8082 Analyst: I Aroclor 1016 Result PQL MDL B3G0336 Date/time Analyte (ug&g) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA I B3G0336 07/18/2013 07/19/1301:11 Aroclor 1221 ND 16 NA I B3G0336 07/182013 07/19/1301:11 Aroclor 1232 ND 16 NA I B3G0336 07/182013 07/19/1301:11 Aroclor 1242 ND 16 NA 1 B3G0336 07/182013 07/19/1301:11 Aroclor 1248 ND 16 NA I B3G0336 07/182013 07/19/13 01:11 Aroclor 1254 120 16 NA I B3G0336 07/182013 07/19/1301:11 Araelor1260 24 16 NA 1 B3G0336 07/182013 07/19/1301:11 Aroclor 1262 ND 16 NA 1 B3G0336 07/182013 07119/1301:11 Aroclor 1268 ND 16 NA 1 B3G0336 07/18/2013 07/19/13 01:11 Surrogates Decachlorobiphenyl Samogare.: Tetrachlor m-*ene 112% 39-128 110% 38-122 B3G0336 07/182013 07119/1301:11 B3G0336 07/182013 07/19/1301:11 3275 Walnut Avenue, Signal Hill, CA 90755 a Tel: 562-989-4045 • Fax: 562-989-4040 0 wwmailglobal.com Page 10 of 40 Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 Client Sample ID VB -10 -DL @ 5.5' Lab ID: 1302118-12 10181 metals Dy to-Atb r.rA DO Wla Analyst: AG Result PQL MDL Date/time Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analyzed Notes d ND 1.0 NA 1 6360343 07/19/2013 07119/1313:20 roiyemonnatea nlpnenyls Dy trA MUL Analyst: BB Result PQL MDL Datelrme Analyte (ug/kg) (ug/kg) (ug(kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 8360336 07/18/2013 07/19/13 01:38 Aroclor 1221 ND 16 NA I 8360336 07/18/2013 07/19/13 01:38 Armlor 1232 ND 16 NA I B3G0336 07/18/2013 07/19/13 01:38 Aroclor 1242 ND 16 NA I B3G0336 07/18/2013 07/19/13 01:38 Aroclor 1248 ND 16 NA I B3G0336 07/18/2013 07/19/13 01:38 Aroclor 1254 ND 16 NA 1 B3G0336 07/18/2013 07/19/13 01:38 Aroclor 1260 ND 16 NA I B3G0336 07/18/2013 07/19/13 01:38 Aroclor 1262 ND 16 NA I B3G0336 07/18/2013 07/19/13 01:38 Aroclor 1268 No 16 NA I B3G0336 07/18/2013 07/19/13 01:38 Surrogate: Decochlorobiphenyl 89.9% 39.128 6360336 07/18/2013 07119113 01:38 Surrogate: Tetrachloro-m-xylene 90.5% 38-122 B3430336 07/182013 0711911301:38 3275 Walnut Avenue, Signal i/ill, CA 90755 0 Teh 561-989-4045 0 Fax: 561-989-4040 • www.atlglobal-eom Page 11 of 40 j�l� Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL. 325210 300 N. Lone Hill Avenue Report To : Ming Chi San Dimas, CA 91773 Reported: 07/222013 Client Sample ID VB -10 -DL ® 6.0' Lab ID: 1302118-13 Total Metals by ICY -ARS EPA bUIUB Analyst: AG Result PQL MDL Date/time Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analyzed Notes ad ND 1.0 NA I B3G0343 07/19/2013 07/19/1313:22 Polychlorinated Biphenyls by EPA SU82 Analyst: BB Result PQL MDL Date/time Acolyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 B3G0336 07/1820/3 07/1911302.06 Amclor 1221 ND 16 NA I 83G0336 07/182013 07/19/13 02:06 Amclor 1232 ND 16 NA I 83430336 07/182013 07119/1302:06 Arocl"1242 ND 16 NA I B3G0336 07118!1013 07/19/1302:06 Aroclor 1248 ND 16 NA 1 8360336 07/182013 07/19/1302:06 Aroclor 1254 ND 16 NA I B3G0336 07/182013 07/19/1302:06 Aroclor 1260 ND 16 NA I 83GO336 07/182013 07/19/1302:06 Aroclor 1262 ND 16 NA 1 B3G0336 07/182013 07119/1302:06 Aroclor 1268 ND 16 NA 1 8360336 07/182013 07/19/13 02:06 Surrogate: Decacblorobiphenyl Surrogate: Tenachloro-m-xylene 99.1% 39-128 103% 38-122 83GO336 07/182013 07119/1302:06 B3G0336 07/182013 0711911302:06 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 a Fax: 562-989-4040 a wnnv.atlglobal.coin Page 12 of 40 %4� �_ Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 Client Sample ID VB -11 -DL Q 5.51 Lab ID: 1302118-15 Total Metals by ICP -AES EPA 69111B Analyst: AG Result PQL MDL Date/time Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analysed Notes rd ND 1.0 NA I B3G0343 07/19/2013 07/19/1313:28 3275 Walnut Avenue, Signal HUI, CA 90755 0 Tel. 562-989-4045 • Fax. 562-989-4040 • www.aliglobal.com Page 13 of 40 4a o_ Certificate of Analysis Southem Califomia Edison Project Number: NEWPORTSUB-DL,325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 Client Sample ID VB -11 -DL @ 6.0' Lab ID: 1302118-16 Total Metals by ICY -AES EYA bb1W1 Analyst: AG Result PQL MDL Date/Time Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analyzed Notes id ND 1.0 NA 1 B3G0343 07/19/2013 07/1911313:30 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel. 562-989-4045 • Fax. 562-9894040 • wmatlglobaLcom Page 14 of 40 jA' �_% Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To : Ming Chi San Dimas, CA 91773 Reported: 07/2212013 CBent Sample ID VB -12 -DL ® 3.5' Lab ID: 1302118-18 total Metals by iur-ACS ErA OUIUB Analyst: AG Result PQL MDL Date/lune Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analyzed Notes Lead 140 1.0 NA 1 B3G0343 07/19/2013 07/19/1313:32 rolychlorinated Biphenyls by EPA bVIS2 Analyst: BB Result PQL MDL Datellime Amlyte (ugtkg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 B3430336 07/1g2013 07119/1303:28 Aroclor 1221 ND 16 NA I B3G0336 07/182013 07/19/13 03:28 Asoclor 1232 ND 16 NA 1 B3430336 07/18/2013 07/19/13 03:28 Aroclor 1242 ND 16 NA 1 0300336 07/182013 07/19/1303:28 Aroclor 1248 ND 16 NA 1 B3G0336 07/182013 07119/1303:28 Areclor t254 670 8o NA 5 B3G0336 07118/2013 07/19/13 13:56 Aroclor 1260 130 16 NA I B3G0336 07/182013 07/19/1303:28 Aroclor 1262 ND 16 NA I B300336 07/182013 07/19/13 03:28 Aroclor1268 ND 16 NA I 83GO336 07/182013 07119/1303:28 Surrogate: Dwachlorob(phenyl 112% 39-118 B3G0336 07/182013 07/19/1303:18 Surrogate: Decachlorobiphcnyl 117% 39-128 83GO336 07/18/2013 07/19/1313:56 Surrogate: Tetrachloro-m-xylene 109% 38-112 B3G0336 07/182013 07/19/1303:28 Surrogate: Tenachloro-m-xylene 113% 38-112 B3G0336 07/182013 071/9/1313:56 3275 Walnut Avenue, Signa/ Hill, CA 90755 -Tel. 562-989-0045 • Fax: 562-989-4040 -mvwxIlglobal.conir Page 15 of 40 ij�� �_ Certificate of Analysis Southern California Edison Project Number: NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To: Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 CBent Sample ID VB -12 -DL @ 4.5' Lab ID: 1302118-19 Total Metals by ICP -AES EPA 601013 Analyst: AG Result PQL MDL Date/Time Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analyte Notes Lead ND 1.0 NA 1 6360343 07/19/2013 07/19/1313:34 Polychlorinated Biphenyls by EPA 8082 Analyst: BB Result PQL MDL Datdrime Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Amlyzed Nota Aroclor 1016 ND 16 NA 1 B3G0336 07/182013 07/19/1303:55 Aroclor 1221 ND 16 NA 1 B3G0336 07/182013 07/19/1303:55 Aroc1or 1232 ND 16 NA 1 B3G0336 07/182013 07/19/1303:55 Aroclor1242 ND 16 NA 1 B3G0336 07/182013 07119/1303:55 Aroclor 1248 ND 16 NA 1 B3G0336 07/182013 07/19/1303:55 Aroclor1254 ND 16 NA I 83GO336 07/182013 07/19/1303:55 Armlor 1260 ND 16 NA 1 B3G0336 07/182013 07/19/1303:55 Aroclor1262 ND 16 NA 1 B3G0336 07/182013 07/19/1303:55 Amclor 1268 ND 16 NA 1 B3G0336 07/18/2013 07/19/1303:55 Surrogale: Decachlorobiphenyl Surrogate: Tetrachloro-m-xylene 98.9 % 39-128 102% 38-111 B3G0336 07/182013 07/19/13 03:55 B3G0336 07/182013 07/19/1303:53 3275 Walnut Avenue, Signal Xid, CA 90755 • Tel: 562-989-4045 • Fax: 562-9894040 • www.atlglobal coat Page 16 of 40 %l4% �_ Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 Client Sample ID VB -15 -DL Q 5.51 Lab ID: 1302118-20 Total Metals by ICP -AES EPA 60108 Analyst: A Result PQL MDL Daterrime Analyte (mg/kg) (mg/kg) (mgfkg) Dilution Batch Prepared Analyzed Sotcs 1 2.1 1.0 NA 1 B3G0343 07/19/2013 07/19/13 13:35 Polychlorinated Biphenyls by CPA 5U82 Analyst: BB Result PQL MDL Daterrime Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 B3G0336 07/18/2013 07/19/1304:22 Aroclor 1221 ND 16 NA I B3G0336 07/18/2013 07/19/1304:22 Aroclor 1232 ND 16 NA I B3G0336 07/18/2013 07119/1304:22 Aroclor 1242 ND 16 NA I B3G0336 07/18/2013 07119/1304:22 Aroclor 1248 ND 16 NA I B3G0336 07/182013 07/19/1304:22 Aroclor 1254 ND 16 NA I B3G0336 07/182013 07/1911304:22 Aroclor1260 ND 16 NA I B3G0336 07/182013 07/19/1304:22 Aroclor 1262 ND 16 NA 1 B3G0336 07/182013 07119/1304:22 Aroclor 1268 ND 16 NA I B3G0336 07/182013 07/19/1304:22 Surrogafe: Decachlorobiphenyl Surrogale.' Tetrachloro-m-xylene 108% 39-128 114% 38-122 B3G0336 07/182013 07119113 04:11 B3G0336 07/18/2013 07119113 04:12 3275 Walnut Avenue, Signal Hill, CA 90755 • Teh. 562-989-4045 • Fax. 562-989-4040 • rvwtv.at/global.com Page 17 of 40 4% Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 Client Sample ID VB -15 -DL @ 6.0' Lab ID: 1302118-21 Total Metals by ICP -AES EPA 6010B Analyst: A Result PQL MDL Datelrime Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analyzed Notes 1 ND 1.0 NA I B3G0343 07/192013 07/19/1313:37 Polychlorinated Biphenyls by EPA UU82 Analyst: BB Result PQL MDL Datelrime Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA I B3G0336 07/182013 07/19/13 04:50 Aroclor 1221 ND 16 NA 1 B3G0336 07/182013 07/19/13 04:50 Aroclor 1232 ND 16 NA 1 6360336 07/182013 07/19/13 04:50 Aroclor 1242 ND 16 NA 1 B3G0336 07/182013 07/19/1304:50 Aroclor 1248 ND 16 NA 1 B3G0336 07/182013 07119/1304:50 Aroclor 1254 ND 16 NA 1 B3G0336 07/182013 07/19/1304:50 Aroclor 1260 ND 16 NA 1 B3G0336 07/182013 07/19/13 04:50 Aroclor 1262 ND 16 NA 1 B360336 07/182013 07/19/13 04:50 Aroclor 1268 ND 16 NA 1 B3G0336 07/182013 07/19/13 04:50 Surrogate: Decachlorobiphenyt Surrogate.' Tetrachloro-m-xylene 98.4% 39-128 99.0% 38-122 B3G0336 07/182013 07/19/13 04:50 B3G0336 07/182013 07/19/13 04:50 3275 Walnut Avenue, Signal Hill, CA 90755 0 Tel: 562-989-4045 • Fax. 562-989-4040 • am ww1globa/.corn Page 18 of 40 % aq Certificate of Analysis Southern California Edison Project Number: NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07222013 Client Sample ID VB -16 -DL ® 3.5' Lab ID: 1302118-23 Polychlorinated Biphenyls by EPA 8082 Analyst: BB Result PQL MDL Date/Timc Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA I B3G0336 07/18/2013 07/19/1305:17 Aroclor 1221 ND 16 NA 1 B3G0336 07/182013 07/19/13 05:17 Aroclor 1232 ND 16 NA I B3G0336 07/182013 07/19/1305:17 Aroclor 1242 ND 16 NA 1 B3G0336 07/182013 07/19/13 05:17 Aroclor 1248 ND 16 NA 1 B3G0336 07/16/!013 07/19/13 05:17 Aroclar 1254 2100 320 NA 20 B300336 07/182013 07/19/13 14:23 Arnclor 1260 360 320 NA 20 6300336 07/182013 07/191131423 Aroclor 1262 ND 16 NA I B3G0336 07/182013 07/19/13 05:17 Aroclor 1268 ND 16 NA 1 B3G0336 07/182013 07/19/1305:17 Surrogme: Decachlorobipharyl 98.3% 39-128 B3G0336 07/182013 07119/13 14:23 Surrogate.: Decac6lorobipMryl 103% 39-128 B3G0336 07/182013 07119113 0:17 Sunogate: Tevachloro-m-rylem 101% 38-122 B3G0336 07/182013 07/19/1314:23 Surrogate: Tevachloro-m-xylem 102% 38-122 B3G0336 07/182013 07119/13 05:17 3275 Walrtul Avenue, Signal Hill, CA 90755 • Tel: 562-989.4045 • Fax. 562-9894040 • n wmallglobal.cont Page 19 of 40 A% Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 Client Sample M VB -16 -DL @ 4.51 Lab ID: 1302118-24 Polychlorinated Biphenyls by EPA 8082 Analyst: Aroclor 1016 Result PQL MDL B3430336 Datc?ime Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 B3430336 07/182013 07/19/1305:45 Aroclor 1221 NO 16 NA I B3G0336 07/182013 07/19/1305:45 Aroclor 1232 ND 16 NA 1 83GO336 07/18/2013 07/19/13 WAS Aroclor1242 ND 16 NA 1 B3G0336 07/18/2013 07/19/1305:45 Aroclor 1248 ND 16 NA 1 B3G0336 07/182013 07/19/1305:45 Aroclor1254 ND 16 NA 1 B3G0336 07/182013 07/19/1305:45 Aroclor 1260 ND 16 NA I B3G0336 07/182013 07/19/1305:45 Aroclor1262 ND 16 NA I B3G0336 07/182013 07/19/1305:45 Aroclor1268 ND 16 NA I B3G0336 07/182013 07/19/1305:45 Sumogare: Decach/ombiphenyl Surrogate: Telrachloro-m-xylene 108% 39-118 109% 38-111 B3G0336 07/182013 0711911305:45 B3G0336 07/182013 0711911305:45 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 561-989-4045 • Fax: 561-989-4040 • n .allglobal.eom Page 20 of 40 L0, �'_ Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported : 07/22/2013 Client Sample ID VB -17 -DL @ 5.5' Lab ID: 1302118-25 t'olycnlonnated Bipnenyls by ErA 8082 Analyst: BB Result PQL MDL Date/Time Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA I B3G0336 07/18/2013 07/19/13 06:12 Araclor 1221 ND 16 NA I B3G0336 07/18/2013 07/19/1306:12 Aroclor 1232 ND 16 NA 1 B3G0336 07/18/2013 07/19/1306:12 Aroclor 1242 ND 16 NA 1 83GO336 07/18/2013 07/19/13 06:12 Aroclor 1248 ND 16 NA 1 83GO336 07/18/2013 07/19/13 06:12 Aroclor 1254 ND 16 NA I B3G0336 07/18/2013 07/19/1306:12 Aroclor 1260 ND 16 NA I B3G0336 07/18/2013 07/19/13 06:12 Aroclor 1262 ND 16 NA I B3G0336 07/18/2013 07/19/13 06:12 Aroclor 1268 ND 16 NA 1 B3G0336 07/18/2013 07/19/1306:12 Surrogate: Decachlorohiphenyl Surrogare: Tenachloro-m-xylene 109% 39-128 111 % 38-122 B3G0336 07/18/2013 0711911306:11 B3G0336 07/18/2013 0711911306:11 3275 WalnutAvenue, Signal Hill, CA 90755 • Tel: 562-9894045 • Fax. 562-9894040 • tmm.at1global.eom Page 21 of 40 %� % ��� Certificate of Analysis Southern California Edison Project Numbcr : NEWPORT SUB -DL. 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas. CA 91773 Reported : 07/22/2013 Client Sample ID VB -17 -DL @ 6.0' Lab ID: 1302118-26 Polychlorinated Biphenyls by EPA 8082 Analyst: BB Result PQL MDL Dateltime Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prcpared Analyzed Notes Aroclor 1016 ND 16 NA 1 B3G0336 07/18/2013 07/19/1306:39 Aroclor 1221 ND 16 NA I 83(30336 07/18/2013 07119/1306:39 Aroclor 1232 ND 16 NA I 63(30336 07/182013 07/19/1306:39 Aroclor 1202 ND 16 NA I B3G0336 07/112013 07119/1306:39 Aroclor 1248 ND 16 NA I B3G0336 07/182013 07/19/1306:39 Aroclor 1254 ND 16 NA I B3G0336 07/182013 07/19/1306:39 Aroclor 1260 ND 16 NA 1 63130336 07/182013 07/1911306:39 Aroclor 1262 ND 16 NA I 63(30336 07/182013 07/19/1306:39 Aroclar 1268 ND 16 NA I 83(30336 07/182013 07/19/13 06:39 Surrogate: Decachlorobiphenyl Surrogate: Tetrachloro-m-xylene 102% 39-128 103% 38-112 B3G0336 07/18/2013 0711911306.39 B3G0336 07/18/2013 0711911306:39 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 • Fax. 562-9894040 • a ,mallglobal.com Page 22 of 40 a% ov_ Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported : 07/22/2013 Client Sample ID VB -18 -DL @ 3.5' Lab ID: 1302118-28 Polychlorinated Biphenyls by EPA 8082 Analyst: I Aroclor 1016 Result PQL MDL B3G0336 Date/Time Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA I B3G0336 07/18/2013 07/19/1307:07 Aroclor 1221 ND 16 NA I B3430336 07/18/2013 07/19/1307:07 Aroclor 1232 ND 16 NA 1 B3G0336 07/18/2013 07/19/13 07:07 Aroclor1242 ND 16 NA I B3G0336 07/18/2013 07/19/1307:07 Aroclor 1248 ND 16 NA 1 B3G0336 07/182013 07/19/1307:07 Aroclor 1254 350 64 NA 4 B3G0336 07/18/2013 07/19/13 14:50 Aroclor 1260 73 16 NA I B3G0336 07/18/2013 07/19/13 07:07 Aroclor 1262 ND 16 NA 1 B3G0336 07/18/2013 07/19/13 07:07 Aroclor 1268 ND 16 NA 1 B3G0336 07/18/2013 07/19/1307:07 Surrogate. Decachlorobiphenyl 109% 39-128 B3G0336 07/18/2013 07119/13 07:07 Surrogate: Decachlorobiphenyl 114% 39-118 B3G0336 07/18/2013 07119/1314:50 Surrogate: Temachloro-m-xylene 114% 38-122 B3GO336 07/18/2013 07119113 07:07 Surrogate: Tetrachloro-m-xylene 114% 38-122 B3G0336 07/18/2013 07119113 14:50 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 • Fax: 562-9894040 0 rvww.adglobaLcom Page 23 of 40 Aa% Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Repon To : Ming Chi San Dimas, CA 91773 Reported : 07/22/2013 Client Sample ID VB -18 -DL @ 4.5' Lab ID: 1302116-29 Polychlorinated Biphenyls by EPA 8082 Analyst: I Result PQL MDL Datelritne Analyte (ug/kg) (ug/kg) (u&g) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 B3G0336 07/16/2013 07/19/13 07:34 Aroclor 1221 ND 16 NA I B7G0336 07/18/2013 07/19/13 07:34 Aroclor 1232 ND 16 NA 1 83GO336 07/112013 07/19/1307:34 Aroclor 1242 ND 16 NA I 83G0336 07/182013 07/19/1307J4 Atoclor 1248 ND 16 NA 1 B3430336 07/18/2013 07/19/1307:34 Atoclor 1254 ND 16 NA I B3G0336 07/182013 07/19/1307:34 Aroclor 1260 ND 16 NA 1 B3G0336 07/18/2013 07/19/1307:34 Aroclor 1262 ND 16 NA i B3G0336 07/1812013 07/19/1307:34 Aroclor 1268 ND 16 NA I B3G0336 07/1812013 07/19/1307:34 Surrogate: Decochlorobiphenyl Surrogate: Teirachloro-m-xylene 101 % 39-118 102% 38-122 B3G0336 07/18/2013 07/1911307:34 B3G0336 07/182013 07/19/1307:34 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 a www.atlglobal-com Page 24 0( 40 Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 Client Sample ID VB -19 -DL Q 6.0' Lab ID: 1302118-30 Total Metals by ICP -AES EPA 60108 Analyst: A Result PQL MDL Date/time Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analyzed Notes d ND 1.0 NA I B3G0343 07/19/2013 07/19/1313:39 3275 WalnutAvenue, Signal Hill, CA 90755 0 Tel: 562-9894045 • Fax. 562-989-4040 • www.atiglobal.com Page 25 of 40 O._ Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To: Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 Client Sample ID VB -19A -DL @ 3.5' Lab ID: 1302115-32 Total Metals by ICP -AES EPA 60108 Analyst: AG Result PQL MDL Date/Time Analyte (mg/kg) (mglkg) (mgkg) Dilution Batch Prepared Analyzed Notes Lead ND 1.0 NA 1 B3G0343 07/19/2013 07/19/1313:41 3275 Walnut Avenue, Signal Hill, CA 90755 a Tel: 561-9894045 -Fax. 562-9894040 a w .atlglobal.com Page 26 of 40 i_ Certificate of Analysis Southern California Edison Project Number: NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To : Ming Chi San Dimas, CA 91773 Reported : 07/22/2013 Client Sample ID VB -19A -DL @ 5.0' Lab ID: 1302118-33 a otat mems oy it,r-Ara r,rA 0utVIS Analyst: AG Result PQL MDL Date/time Analyte (mg/kg) (mg(kg) (mg/kg) Dilution Batch Prepared Analyzed Notes Lead ND 1.0 NA 1 B3G0343 07/192013 07/19/1313:43 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • ww",.adglabal.contr Page 27 of 40 Certificate of Analysis Southem California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Repon To : Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 Client Sample ID VB -19B -DL @ 3.5' Lab ID: 1302118-35 -total metals by ter -ARS trA b010U Analyst: AG Result PQL MDL Date/Time Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analyzed Notes Lead ND 1.0 NA 1 B3G0343 07/1912013 07119/1313:45 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 • Fax. 562-989-4040 • ",mallglobal.com Page 28 of 40 a% Certificate of Analysis Southem California Edison Project Number : NEVlPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported : 07/22/2013 Client Sample ID VB -19B -DL Q 5.0' Lab ID: 1302118-36 Total Metals by ICP -AES EPA 601118 Analyst: A Result PQL MDL DatKfime Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analyzed Notes td 2.1 1.0 NA 1 B3G0343 07/192013 07/19/1313:51 3275 Walnut Avenue, Signal Hill, CA 90755 0 Tel: 562-989-4045 • Fax. 562-989-4040 • w%w aNglobalcom Page 29 of 40 %A � ��� Certificate of Analysis Southem California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported : 07/22/2013 Client Sample ID VB -20 -DL @ 6.0' Lab ID: 1302118-38 Polychlorinated Biphenyls by EPA 8082 Analyst: BB Result PQL MDL DaterFune Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 NO 16 NA I 33GO340 07/1920/3 07/19/13 10:47 Aroclor 1221 NO 16 NA I 8360340 07/192013 07/19/13 10:47 Aroclor 1232 NO 16 NA I B3G0340 07/192013 07/19/13 10:47 Aroclor 1242 ND 16 NA I 8360340 07/192013 07/19/13 10:47 Aroclor 1248 NO 16 NA 1 8300340 07/192013 07/19/13 10:47 Aruelor 1254 100 16 NA 1 83GO340 07/192013 07/19/13 10:47 Aroclor 1260 NO 16 NA I 8360340 07/192013 07/19/13 10:47 Aroclor 1262 NO 16 NA I 6300340 07/192013 07/19/13 10:47 Aroclor 1268 ND 16 NA I B3450340 07/192013 07/19/13 10:47 Surrogate: DecachlombWhenyl Surrogate: Teaiochloro-m-xylene 102% 39-128 103% 38-122 8360340 07/192013 07119/1310:47 B3G0340 07/192013 07/19/1310:47 3275 Walnut Avenue, Signal Hill, CA 90755 -Tel.-562-989-4045 • Fax: 562-989-4040 a www.ailglobal.com Page 30 of 40 Certificate of Analysis Southem Califomia Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 Client Sample ID VB49-DL @ 3.5' Lab ID: 130211840 Iota] Metals by 1UP-ALS S EPA 6UlUB Analyst: AG Result PQL MDL Datelfime Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analyzed Notes td 8.8 1.0 NA 1 B3G0343 07/192013 07/19/1313:53 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel. 562-989-4045 • Fax: 562-9894040 • www.atlglobaI.com Page 31 of 40 Certificate of Analysis Southern California Edison Project Number: NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas , CA 91773 Reported: 07/22/2013 QUALITY CONTROL SECTION Total Metals by ICP -AES EPA 6010B - Quality Control Result PQL Spike Some %Rec RPD Analyte Ong kg) (mg/kg) Level Result %Rec Limits RPD Limit Notes Batch B3G0343 - EPA 3050B Blank (B3G0343.BLKI) Prepared: 7/192013 Analyzed: 7/192013 Lead ND 1.0 NR LCS (B3G0343-BSI) Prepared: 7/192013 Analyzed: 7/192013 Lead 40.5300 1.0 50.0000 97.1 80- 120 Matrix Spike (B3G0343-MSl) Source: 1302118-03 Prepared: 7/192013 Analyzed: 7/192013 Lead 156.273 1.0 125.000 43.5362 90.2 51-106 Matrix Spike Dup(B3G0343-MSDI) Source: 130211&03 Prepared: 7/192013 Analyzed: 7/192013 Lead 162.466 1.0 125.000 43.5362 95.1 51-106 3.89 20 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 561-989-4045 0 Fax: 562-989-4040 • ,v .atlglobal contPage 32 0f 40 %4� �_ Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas , CA 91773 Reported: 0722/2013 Polychlorinated Biphenyls be EPA 5082 - Quality Control Result PQL Spike Source % Rcc RPD 4nalyte (ug(kg) (ug/kg) Lcvcl Result %Rec Limits RPD Limit Notes Batch B3G0336 - GCSEMI PCB/PEST Blauk (B3G0336-BLKI) Prepared: 7/18/2013 Analyzed: 7/182013 Aroclor 1016 ND 16 NR Aroclor 1221 ND 16 NR Aroclor 1232 ND 16 NR Amclor 1242 ND 16 NR Aroclor 1248 ND 16 NR Aroclor 1254 ND 16 NR Aroclor 1260 ND 16 NR Aroclor 1262 ND 16 NR Aroclor 1268 NO 16 NR Surrogate: Decachlorobiphenyl 14.71 16.6667 88.2 39-128 Surrogate: Telrochloro-m-xylene 16.69 16.6667 100 38-122 LCS (83G0336 -BSI) ND Source: 1302118.12 Prepared: 7/182013 Analyzed: 7/1 Willa Amclor 1016 145.557 16 166.667 87.3 64-100 Amclor 1260 148.111 16 166.667 88.9 68-100 Surrogate: Decach/orobipheayl 14.67 16.6667 88.0 39-128 Surrogate.' Tetrachloro-m-xylene 16.08 16.6667 96.3 38-122 Matrix Spike (B3G0336-MSI) ND Source: 1302118.12 Prepared: 7/182013 Analyzed: 7/182013 Amclor 1016 160.578 16 166.667 ND 96.3 48-126 Aroclor 1260 165.994 16 166.667 ND 99.6 46-130 Surrogate: Decachlorobiphenyl 17.21 16.6667 /03 39-128 Surrogate: Temachloro-m-xylene 18.27 16.6667 110 38-111 Matrix Spike Dup (B3G0336-MSD1) ND Source: 1302118-12 Prepared: 7/182013 Analyzed: 7/182013 Aroclor 1016 161.803 16 166.667 ND 97.1 49-126 0.760 20 Aroclor 1260 166.771 16 166.667 ND 100 46-130 0.467 20 Surrogate: Decachlorobiphenyl 1734 16.6667 104 39-128 Surrogate: Tetrachloro-m-xylene 18.33 16.6667 111 38 -112 Batch B3G0340 - GCSEMI PCB/PEST Blank (B3G0340-BLKI) Prepared: 7/19/2013 Analyzed: 7/192013 Arrelor 1016 ND 16 NR Aroclor 1221 ND 16 NR Aroclor 1232 ND 16 NR Aroclor 1242 ND 16 NR Amclor 1248 ND 16 NR Aroclor 1254 ND 16 NR Aroclor 1260 ND 16 NR Aroclor 1262 ND 16 NR 3275 Walnal Avenue, Signal H^ CA 90755 a Tel: 562-989-4045 • Fax: 562-989-4040 • wMmwt/globat com Page 33 of 40 %�% �_ Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/22/2013 Polychlorinated Biphenyls by EPA 8082 - Quality Control (cont'd) Result PQL Spike Source %Rec RPD Analyte (ug(kg) (ug/kg) Level Result %Rec Limits RPD Limit Notes Batch 83G0340 - GCSEMI_PCB/PEST (continued) Blank (B3G0340-BLKI) - Coodnued Prepared: 7/192013 Analyzed: 7/192013 Aroclor 1268 ND 16 NR Surrogate: Decachlombipheyl 15.17 16.6667 91.6 39-128 Surrogate: Teoachloro-m-xylene 16.16 16.6667 97.6 38-112 LCS (B3G0340-BSI) Source: 1302118-38 Prepared: 7/192013 Analyzed: 7/192013 Aroclor 1016 144.877 16 166.667 86.9 64-100 Amclor 1260 157.642 16 166.667 94.6 68 . 100 Surrogale.' Decachlorobiphenyl 15.55 16.6667 93.3 39-128 Surrogate: Tenrachloro-m-xylene 16.05 16.6667 96.3 38-122 Matrix Spike (B3G0340-MSl) Source: 1302118-38 Prepamd: 7/192013 Analyzed: 7/192013 Aroclor 1016 169.917 16 166.667 ND 102 48-126 Arodor 1260 200.050 16 166.667 15.1238 111 46-130 Surrogate. Decochlorobiphenyl 18.55 16.6667 111 39-128 Surrogate: Teirachloro-m-xylene 18.81 16.6667 113 38-122 Matrix Spike Dup (B3G0340-MSDI) Source: 1302118.38 Prepared: 7/1912013 Analyzed: 7/192013 Aroclor 1016 168.777 16 166.667 ND 101 48-126 0.673 20 Aroclor 1260 197.237 16 166.667 15.1238 109 46.130 1.42 20 Surrogate: Decachlorobiphenyl 18.43 16.6667 111 39-128 Surrogate: Tetrachloro-m-xylene 18.80 16.6667 113 38-112 3275 WalnutAvenue, Signal Hill, CA 90755 a Tel: 561-989-4045 • Fax. 562-989-4040 a www.aUglobal.com Page 34 of 40 Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported : 07/222013 Notes and Definitions ND Analyte not detected at or above reporting limit PQL Practical Quantitation Limit MDL Method Detection Limit NR Not Reported RPD Relative Percent Difference CAI CA-NELAP(CDPH) CA2 CA-ELAP(CDPH) ORI OR-NELAP(OSPHL) TV TX-NELAP(TCEQ) Notes: (1) The reported MDL and PQL are based on prep ratio variation and analytical dilution. (2) The suffix [2C) of specific analytes signifies that the reported result is taken from the instrument's second column. 3275 Walnut Avenue, Signal BiM, CA 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • www.atlglobaLcom I Page 35 of 40 CHAIN OF CUeSTMV RFCfORn Pn I of P.Q.d: — - -- Quote P, - — — — - — — - - -- — — --- FOR LABORATORY USE ONLY: Method of Transport Tient Condition Upon Receipt •�hI named company ,Sample agent of thebelowfrom ADVANCED : _L.:1'i ECHNOLOGY AS relyy purchase testing services Irom ATL as dictated below and • I a payment guarantee LABORATORIES 9umanme payment In Wa ATL 1. CHILLED �N ❑ 4. SEALED J N G O FedEx I OnTrac Submitter (Print): 3275 1VRInm Ave., Signal hill, CA 90755 ❑ GSO 2. HEADSPACE (VOA) Y NCJ 5.90F SPtS MATCH CDC Y G N ❑ Tel: (562) 999-4045 • Fax: (562) 989.4040 Signature: ❑ Other: 3. CONTAINER INTACT Y❑ N❑ 6. PRESERVED V ❑ N ❑ Submitter -Please complete all SHADED areas and include QUOTE *above to ensure proper invoicing. Client: Southern California Edison Address: 300 N. Lone Hill Avenue TEL: (909) 394-8947 VAINGcAAA city: San Dimas State: CA Zip code: 91773 FAX: (909)394.8610 Project Name: � � Su� -��� Project ff: sJ 2r) zl O Sampler: (Pm' M )!. r _ _ RelinquLsha by_td,,,y_gwEur ,Us. • _ —(CC --Date•:— TImO:- - -� Rexived Is P et Da10:�� Timo:`�1 rN•i �� _ ii Relln ui511ed0mP I a ' Date: Tinto; Recalved0 :Isyeml.. ,a Nura) Date: Time: q y Y __(„�,d•,.I� z��6-13 i� r�� r�05-.. TY �P Date: Time: Received by:IsymN,. Dale: Time: Relinquishodby: ami=compo cm PdN.d N.) Bill To: Attn: E-mail: Send Report To: Seessel InslmclionSyCo me s: �I�tt_ Company: SAMEASABOVE Company: SAMEAS.ABOVE — (,L"4Ri ONrLi�r TLC) � v/ T NSU K3 Address: Addrross: Cow S1.1m, Zio: Cf : Stme: Zip: Sample/Records - Archival & Disposal Unless otherwise requested b client, all Samples and Hardcopy will be disposed q Y P PY P CIRCLE or " CIRCLE APPROPRIATE MATRIX Write IN ` � iy ¢�" � a Z �QC RTNE ❑ Forty-five(45) days alter generation of report - electronic copies retained,lor five(5) years Analyses ti4� y� ¢e o� X y �F .o rr' c, go . a 5 0 ~ CT Storage Fees (applies when storage Is requested): Forty-five(45) Days Complimentary S2.00 / / thereafter. Needed @ �Q o� `� o m SAF m JodrP BOJ 0 g v > Legal ❑ e Sample : - sample me ¢e ti� �� E,0 a' 4 H ¢"' SWRCB ❑ Hardcopy Reports 517.50 per report. � > v o^ a^ S'e �° 6° o� y2 °i� �"' eQ. ci a� O� ^� y p a' e y F° ¢� ti0e �S ,t� o' y �y Contatncr(s) or w ,n Lagcode I I BUSINESS HOURSea OTHER —. T 8:30 am to 5:30 pm Sample Description a r`d ; ,y oQ 00 ; o ,per �r,� QQ `�' ¢• O ^ym �i o TAT # Type w a E Lab No. Sample I.D. / Location Date Time REMARKS M 0ryn mo ,d �° oo^ u4� oo 60 MS ,� yo` 3r �,e 35' 1171 2 •5 g-jo_DL•5 _ �tiNl 1 l N_U,D 3 -}- IDL (2, 3.5' la.r ll1 I i2 4 / (3%i (�I�(�i g.� O.Ib -- -- �— I 5 --- 6 ' - °I -b1, c. X1.5 jz. t ;2 lb 7 Vq' ).-, 9L _ — -- - — —I 12- 3 10 •SmaebSSmOMI11d4APIER370Pm.,c WCChund,H0day,Otrliam WUlk ronue.rN r... Inc IEl;dwing bmSieM55 tl,1 OI B70 M.1. ASK Im CUOTE. Container Types: 1=Tube 2=VOA 3=Liter 4=PIn1 S=Jar 6=Tedlar 7=Canister Material: 1=Glass 2=Plastic 3=Metal Preservatives: 1=HCI, 2=HNOd 3=H:50+ 4=4•C 5=Zn Ace 6-NaOH 7=NA2S2O4 30C:: STAT 0URCHARGE O 100ASURCTAI IIIARGE O 50ri SURCHARGE O 30%SURCHARGE Mi TAT4 [=I 2m,:SURCHARGE TAT 50TAT NOSURCHARGE 19 M-6oksscOUNT O For RUSH TCLP57LC. add 2days to rcsla4ivdTAT. SuOmn. TATS 0•ISWitness days. m and FurOm 21 bmI41033 drys. SAME BUSINESS DAY IF RCVD BYSAO AAt NE%TBUSIHESS DAY 590 Ph1 2ND BUSINESS DAY 5'70 PM 3RD BUSINESS DAY 590 PIA ETH BUSINESS DAY 570 PM 5.7 BUSINESS DAYS S!3a P1.115:30 lam BUSINESS DAY PIA m•. 2012 IN DISTRIBUTION: Whllewilhrewrl. YRunwtnfnldnr OIn4In -nL•..n..•• CHAIN OF CUSTODY RECORD Pg 2 of �t n'"'tl1� ADVANCED, '—,_ TECHNOLOGY -.u,. L A B 0 R A T 0 R I E S 3275 Walnut Ave., Signal Hill, CA 90755 Tel: (562) 989-4045 • Fax: (562) 989-4040 Submitter -Please complete all SHADED areas P.o.s: quote N: FOR LABORATORY USE ONLY: As the authorized a enl of the belay, named company a P y. I hereby purchase testing services hom ATL as dlclaled below and guarantee payment In Iwe Method of Transport ienl (11 ATL ❑ FedEx ❑ OnTrac ❑GSO p O[her: SanV dition Upon Receipt 1. CHILLED J N O 4. SEALED T/._I N❑ 2.HEADSPACE(VOA) YO NO 5.1 OF SPLS MATCH COC YON❑ 3. CONTAINER INTACT Y NO 6. PRESERVED YON Submilter(Print): Signature: and include QUOTE M above to ensure proper invoicing. Client: Southern California Edison MIN r G01 Address: 300 N. Lone Hill Avenue TEL (909) 394-8947 I city: San Dimas State: CA Zip Code: 91773 FAX: (909) 394.8610 Project Name: Project N: Sampler: (PA01ed Name) (si0nallae I N�w(� Sue-D� ) 32$zty p MIUfa71 Rellnpuishad by: ISlsn n,rP and Pmua Dale: 07/. Time: 1�yr Received Pm .m.. �Dale'7 In (' Relinquished0 n mPr Dale: Time: Recefvedb qs ., vq sd 'i�'�Q• 5 Oata. Ttme: by:L51 y �r A PrP , RelinquishedI yomue aWP n Dale: Tin1e. fleceivedb :ISlomvm ew P,hIWN 1 Date: Tme: Bill To: Sendn ep/o'�s Special Instructions/Co en L Ann: E-mail: QTIo�,:rG Ah�,i.�`cW P)6~ F-mnl' _ „� Wit — L ?<9 6N ty^P�� �����y G•1,�I Company: SAME AS ABOVE Company: SAME AS ABOVE Address: Addrress: — Clt : Stale: Zia: Citv: Slate: Zip: Saar p e Records - Archival & Dispose Unless otherwise requested by client, all Samples and Hardcopy will be disposed Forlydive(45) days after generation of report - electronic copies retained.for live(5) years. Storage Fees (applies when storage is requested): a Sample : Foci -live 45 Das Complimentary 52.001 sample me thereafter. P Y () Y P ry- P Hardcopy Reports $77.50 per report. CIRCLC- or y CIRCLE APPROPRIATE MATRIX Write IN y c" ° Analyses ,w4�� 5'f eP °� O° " a 'e °� W r7 2° ti O o m O ^ 6 F U g 0 `' a e m ° k �� c' �e �. ^ =e moo y •F �Y Vie, \� ,�? �" �_ ? �' Q0.0 0 0�4�� 5 0 m 0 g 2 ti0 `$ o o. on7 e 0 d' ,yo° m ,p� o` y�' °e y Jy Comainer(s) a a. O`0y,Q' rs0 goy' b0 ^°m qm 0. 0n, o o ,o ,a �e y't' J �• .� J ma ma d ro� oo mo 00 �0 00 oo ,�° tiQ o 3P 3Q �o rpr # Type Z O < ¢ w W w 1= a QA/OC RTNE [I CT ❑ Legal O 9 SWRCB Logcode_ I T BUSINESS HOURS 8:30 am to 5:30 pm Sample Description P P OTHER E M Lab No. Sample I.D. I Location Date Time REMARKS 3 1o. oy .� 4 U�3- Iv-�7� q•�h 'I' �' I �;�7 6 b-11—�L i✓ CX 7 ,0' 101 13-15-bL.- e �lb @:� es:,rvPlycs. mat ea Ao lei for o� �q' efB Weekend, Holiday, 011 Hour: Woik corbusiness day ld e:30 Am ASK tar ouorE Container Types: 1=Tube 2=VOA 3=Liter 4=Pint S=Jar 6=Tedlar 7= Canister Material: l=Gla11s�ss 2=Plastic 3=Metal Preservatives: 1=HCI, 2=HNO3 3=HZS04 4�•C S=Zn Ac26=NaOH 7=NA2S204 ..:SURTATCHARGE O SAMF.9USWESS DAY If RCV'D 0Y 9:00 FM 100oSURCHARGE NEXT BUSINESS DAY 5:30 PN, SD%SURCHARGE O 2ND BUSINESS DAY 5:30 P!A TAT 33 304'. SURCHARGE O 3RD BUSINESS DAY s30 PM TAT 4�1 20565URCHAnGE u 4TH BUSINESS OAY 530 PM NO SVRCHARGE u STBUSINESS DAYS 5:.10 PM 104: DISCOUNT TAT III E::J t01h BUSINESS DAY 530 Phl Fer RUSH TCLP/STLC, adtl2days to roaPeclivo TAT. sdbcon.TAT- IPI 50usma5s days, io.Inala Funs 21 busnoss days. CIH®IN OF CUSTODY RFCORn Poi of 5' oh P.O.P: DUMB p FOR LABORATORY USE ONLY: As the authorized agent of the below named company. Method of Tran ort Sample Condition Upon Receipt ADVANCED ' df `� TECHNOLOGY ♦i,, �- L A A T O R I E 5 I hereby purchase testing services from ATL as dictated balmy and gumanlee payment in full. ❑ Client ATL ,/ t. CHILLED NCl 4. SEALED Y_ N 0 ❑ FedEx ❑ OnTrac �J Submitter (Print): t Ave.,It 3275 Walnut AvSignal Hill, CA 90755 ❑ GSO 2. HEADSPACE (VOA) Y❑ NO 5. iOFSPLSMATCHCOC Y ❑ N ❑ Signature: Tel: (562) 9594045 • Fax: (562) 989-4040 ❑ Other: 3. CONTAINER INTACT Y❑ N ❑ 6. PRESERVED Y ❑ N ❑ Submitter - Please complete all SHADED areas and include QUOTE r7 above to ensure proper invoicing. Client: Southern California Edison Address: 300 N. Lone Hill Avenue TEL: (909) 394.8947 MI UCP 6WI I City: San Dimas Slate: CA Zip Code: 91773 FAX: (909) 394.8610 Project Name: Project N: Sampler: iPiOled Nuam. ) ��t�RT Sub -OL- i 32,2fu_ p�-I- _ — Relinquished bY:Isgns:sA wPmv `- -- 7(U Cy�Dalc: x-� .( m�[4-f— Racoiva(v .. it 1 Ualo. �f l'L Timo: rs Relinquished by: a N0 ,ms Ogle: Time: ����I\I Receive WN x n Dato:7 L7Y/Lfl-3J 17mo[�7 RelinquishReceived by:lsynowo.w nwwh.vml Date: Time: Bill To: Ann: E -mall: Aend RgeorlTo: A ln:_y)e�� �% N E.maU, Special Instructions/Comment 1, 4C SPQ pLe NoM ICED E"N Lel 10141-./ �tC� Lt) C� i Nom# R�1M�V r+'tr t�-Pt'1 Mers�P� C7/a�, / Company: SAMEASABOVE Company: SAMEASABOVE Address: Address: Cil Islao, Zip, CI : State: Zip: �•` Sample/Records - Archival & Dispose Unless otherwise requested by client, all Samples and Hardcopy will be disposed CIRCLE orQA/QC Write IN .'`y N qOy A CIRCLE APPROPRIATE MATRIX `4"'� Z RTNE ❑ Fony-live(45) days after generation of report - electronic copies retained.lor five(s) years. Analysos A `� o� ° c a .cF ` r" a 20 q, O CT ❑ Storage Fees (applies when storage is requested): a Sample : Forty-five(45) Days Complimentary - S2.00 / sample I mo thereafter. Needed m ,moo `O ,, o `pP rep JOO�gq' 5~ OQ �ry tid �� ym �" o u� Q �" [a sP �Q4, ~ al Leg f) Hardcopy Reports $77.50 per report. ��y� v� ° U ° SP" ort' .^ _~ r3 < ya exp ?O` 6� O `0 s� 0 o y @� �O¢Pi Conlafnor(s) A° C`2 `' pQ' 4 V41� �� ,1,$' q�' m' ,Lac ,X �o e y ^04f y0 �ti 00 o°j ryo4JO �Q J,QJ N Type Q y W¢ SWRCB ❑ Logcede_ I T BUSINESS HOURS 6:30 am to 5:30 m P Sample Description OTHER E Sample Time M Lab No. I.D. !Location Date ren• mo AO o'4 mo^ ,g ay; coo ^,�Q ho` 3e �e o rat a REMARKS et .OI \f r 1:2 2 Noy 3 Vi- Ib -9 0, 5 i).:; _= 4567 -- — 2Z2— —1 -- -- Z 6A- XXx — i�1I► —11111t 2ti2 I�-VA-3.5~ qlf ��X __ 9 o,, albn ---- -- ----; ,o =_I V a Samples 50llm31ap AF ER 3:3U PIA, mO Wcakend, holiday. Oil Hours Werk .a ,,iaved mniyed The IOaawI a Lvanev dayme9OOZA0 ASK Ire OUOTE Container Types: 1=Tube 2=VOA 3=Liler 4=Pi 1 5=Jar 6=Tedlar 7=Canister Material: l=Glass 2=131astic 3=MBtal PmServatives: 1=HCL 2=HNOa 3=H2SO+ 4-4•C S=Zn Ae26-NaOH 7=NA2S2OU TAT 0 (� WOUSURCHARGE TAT t O 100%SURIt"GE TAT 2 O SOb SURCHARGE TAT 7 O 30'ASUR014ARGE TATA O 20RSURCHARGE TAT 5 NOSURCHARGE TAT 10 101:01S000NT For RU51T TCLPtSTLC. add 2 days 10 ns,"im TAT. $Ya[Ar1. TATs '1 umnam dayrs, vna Furans 2l Wsimss days. SAME BUSINESS MY IF SC BY a.00 Md NEXT BUSINESS DAYS:30PIA 2ND BUSINESS DAY 5:30 mf 3AD BUSINESS DAY 590 PM 47H BUSINESS DAY 5:30 P. -A 5.7 BUSINESS DAYS 5:30 Phi 101h BUSINESS DAY 590 PI.f m W CD0 A 0 CHAIN OF CUSTODY RECORD P9 4_of 5 t, t P.O.p: Ouoto p: FOR LABORATORY USE ONLY: AslheamMdzetlegemosthe below sfromATLasdilafe I purchase testing services from ATL as dlna:ed belmr and Mood of Transport p �. Sample Condition Upon Receipt ADVAi\'CED%r'a��TGCHNGLOGY -�; ,. L A 13 O R A T O R I E S 9umanmc payment In full. guarantee r/ Client ATL 1. CHILLED Yr - N❑ 4.SEALED �N ❑ 3275WaInwAvc.,SignalHiII,CA90755 O FedEx 1:3 OnTrac 0G50 2HEAOSPACE(VOA) Y(7 NfJ S.COFSPISMATCH DOC YGNr Submitter (Print): � Signature: Tel: (562) 989AO45 • Fax: (562) 9894040 ❑ Other. 3. CONTAINER INTACT Y❑ N ❑ 6. PRESERVED Y N L Submiller - Please complete all SHADED areas and include QUOTE N above t0 ensure proper invoicing. Client: Southern Cfiforni Edison Address: 300 N. Lone Hill Avenue TEL: (909) 394.8947 city: San Dimas slate: CA Zip Code: 91773 FAx: (909) 394-8610 MIM u'1 � Project Name:.NRSProject 9:S252IpSam ler: (PamaeNnmo) IsIDa - DL Ml�uk _ - �t/Na' � Date: �o�-12J Tlmo;� Received - 'sv — .l [ � .---Date: " Relinquished by:Dtr=ro=rmRftv�� Relinquishedh�j+a Data. Tima: y� Reroived Dato: /- Time: ane _ ISIsolw.w !% -��7 rY/!JRelinqulshedby:isgrnwmvbP Dale: Time! Received by:R� na=al Date: 11me: Bill To, Sed T: ' I In irudlbn /Com I ' Atm: E•mall: Altr�iS<— �N` E.AW* -TWE S'P T ML-/ ��i� '� �! ('Y� �--• N KeS1ANV IzPM 67% Company: SAME AS ABOVE Company: SAME AS ABOVE Address: Acidness: Ci SIAIa: 7.i : CIN: Slnto: Zip: aa% Sample/Retards - Archival & Disoosal Unless otherwise requested by client, all Samples and Hardcopy will be disposed CIRCLE ory isC Write IN IRCLE APPROPRIATE MATRIX Z 0A/OC RTNE ❑ Fody-five(45) days allor generation of report - electronic copies relained.lor five(5) years. Analyses , 5r a°� O� O° 3 .�F •s? 04' 0 ?° CT ❑ Storage Fees (applies when storage Is requested): ■ Sample : Forty-five(45) Days Complimentary - $2.001 sample / me [hereafter. NeededgrPlcQ2S �� ro d �� �O 0 g m o O e 1Ni tc• c' r�Q- a > Legal ❑ Hardcopy Reports $17.50 per report. 3 ��^� Q� o a° ye gm ^� 0;. A� rj g °�+ g O� �w `e�\td' o Qe�y Contalner(s) Q• d y� 0 a o� ,p ,g' cc N SWRCe ❑ Lo cede 9 1 BUSINESS HOURS Sample DescriptionoQ ^ra 00 J 7 6:30 am to 5:30 pm O.�+' hm •" aa0 o° o� �,a U1 OTHER E Lab No. Sample I.D. / Location Date Time ,X �o ryo0 'O 3P o TAT # Type a REMARKS M on, �, ,ted IV �; r8 eo ^ AS �P y �,: 2'\T�- M6 f3v, 1 i� 3 -194- DAG 5.0 13 4 VI�-1 Ik- PL (2 6•0l t'r3 I T t,(> 5 6 "VI >-1�1i3-p� C� s•Dr - r . -- B 1J�Z g - o Samp1!s5unmiIM AFTER 390rm. mo wachead. Korea. Da nays warA Conlainer ypes: 1=Tube 2=VOA 3=Liter 4=Pint PlaseNadVaS: IcHCI, 2=HNO3 3=H3S0o W n. GYnIKB URA�rI� /SKFMCUOTE 5�lar fi=Tedlar 7=Canister Material: 1=Glass 2=Plastic 3=Metal 4=4'C 5cZn Aa 1 6-NaOH r_NAxSxO, TAT 0TAT 3001.SURCHARGE O IM'.SURCHARGE O 50•l. SURCHARGE TAT 2� 33::SURCNARGE 20!. SURCHARGE NO SURCHARGE O 10 101 DISCOUNT O For nUSH TCLP4iTlC.add 2aaysblospmlive TAT, ggvenin. TAT e: leg dmnasf mys. yam orb Fvrm¢21 Wslnms mys. SAME BUSINESS DAY IF RCPD BY 9,00 Wa NG%T aU$INESS DAY 590 PAI 2ND 6USINESS.OAY 59D.PA: 'aRD 6USIGE55 DAY 5:3D PM .1M BUSINESS DAY 5:30 PM 5.79USINF5a DAYS 5.30 PA1 IOIh BUSINESS DAY 5:30 PM r,tCTPIP. MIMI• Whitnu.ah revert Vnllnur lninldnr Oin4 In auhmillnr ZI CD CD CD O O A O CHAIN OF CUSTODY RECORD Pg r of �I 1 P.O.#: Quote #: FOR LABORATORY USE ONLY: ADVA VCED [ 1' .�:® TECHNOLOGY As the authorized agent of the below named earn y, I hereby purchase testin services from ATL as tl¢lated below and Me hod of Transport Client TL Sample Co of tion Upon Receipt LABOR ATOR IES guarantee payment in full. O 1. CHILLED Y - N ❑ 4. SEALED /1<N ❑ O Fed2x ❑ OnTrac Submitter (Pring: 3275 Walnut Ave., Signal Hill. CA 90755 ❑GSO 2. HEADSPACE(VOA) Y N0 5.3' OF SPLs MATCH COC YC N0 Signature: Tel: (562) 989-4045 • Pax: (562).989-4040 p Other: 3. CONTAINER INTACT Y NO '6. PRESERVED Y C N ❑ Submitter- Please complete all SHADED areas and include QUOTE H above to ensure proper invoicing. Client: Southern California Edison Address: 300 N. Lone Hill Avenue TEL: (909) 394-8947 }%t)FJG W City: San Dimas state: CA zpcode: 91773 FAX: (909) 394.8610 Project Name:Project 9: Sampler: P"nledN811) "�"810fe KWP�rZTSub- T)V 3� 240 N1w6 G4N Relinquished by: lsr,.a:°,e=,d wN °n. IC(/ �Z Date: �,-(�,lr Timer �'— Recoiv ra e:aet + Date: Timc: •5 3_ Relinquished by k° 1 ruu• It I �(t Date ?�Il'i1 Timet2 v Rece y. tsq w a Nrvrol p,�. Dale: -211 t1 NIMH '1(, •/Time: / Relinquished by reg.,:,"°am 1 Date: Received by: Noyame°,w Pr,Hoon.) Date: Time: III To: Rerrp3on To: tIncial Instmcdons/Commme�ms:_II (1 Ann: E-mail: (/S�en�d vn, 2Ctm: �?R v� ���"r/� Eiredl' f -ml> 1 "rye S�PLIF +Q• ML) L(,ekv Ouk/ C T lwl��t Company: SAMEASABOVE Company: Company: SAMEASABOVE Address: Addrress: Cil : Smta: Zip, ON: state: Zip: Sample/Records - Archival & Disposal CIRCLE or^y y ` CIRCLE APPROPRIATE MATRIX GA/QC Unless otherwise requested by client, all Samples and Hardcopy will be disposed Write IN 1 e qz Z O RTNE ❑ Fony-five(45) days atter generation of report - electronic copies retained.for five(5) years. Analyses Qm"F `e.o� p' o �e F� s` vm mm J=� �m . CT ❑ Storage Fees (applies when storage is requested): o Sample : Forty-tive(45) Days Complimentary - $2.00 / sample / me thereafter- Needed ¢ Legal ❑ Hardcopy Reports S17.50 report.PIZ, SWRCB ❑ per mp �e �o ��-• \,� �= myf� �= m y'� mp p h0 g o- ti m p m n o°- c o e y Cgniainer(s) ow: w y Logcgde I BUSINESS HOURS Sample Description pp T 8:30 am to 5:30 pm @ qP' qV q' ry c ym m� e q' QJ o ym d^ ro0 o�ym. m� omn, o om ,o-om. w°j 8� e o Jo oJm TAT # T e YP w a OTHER E Lab No. Sample I.D. / Location P Date Time REMARKS M m`� � � m ro a4 m �° � v° � m � 3 s� � 1 . � - uA ' DL @ 4.5' '�1I16 il... 2 p' RO 0� (2 .0 6L tt,1 p I- "C" 3 5 6 7 8 — 10 1 o SnmWds SubmlaeAMR3:30 nM,an! weekend. HONdoy. ON Hours Wd:R Co°IN Container Types: 1=Tube 2=VOA 3=Liter 4=Pin1 Preservative t=HCI, 2=HNOa 3=HzSOa sWa seat/ a°eio AM, ASK IN, OUOTE S=Jar 6=Tedlar 7=Canister Material: 1=Glass 2=Plastic 3=Metal 4�1"C S=Zn Ac r 6=NaOH 7=NA25zOa TAT 0 3MVSURCHARGE 0 100•l.SURCHARGE O Sots SURCHARGE TAT 2� 3 30.SURCHARGE TACNARDE LJ 20`.: SURTAT No SURCHARGE TAT0 IDI! DISCOUNT For TCrPSTLC, dna2 days ld mtpedrvd TAT. SUGun. TAT r. t0 t5 a°imess days um+and Furans 21 Cusmoss doys SAME BUSINESS DAY I IF RCV'O BY 9:00 AIA NEXT BUSINESS DAY 5:30 PM 2ND BUSINESS DAY 5`"10 PrA 3RD BUSINESS DAY 5:30 Pl.1 4TH BUSINESS DAY 5'.x.0 PAf 5.7 BUSINESS DAYS 5;30 PIA 101h BUSINESS DAY . P 5'.90M ADVANCL-D&TECHNOLOGY I A B O R A T O R I r 5 July 24, 2013 Ming Chi Southern California Edison 300 N. Lone Hill Avenue San Dimas, CA 91773 Tel: (909) 394-89 10 Fax:(909)394-8610 Re: ATL Work Order Number: 1302118 Client Reference: NEWPORT SUB -DL, 325210 aCepgO.^ 0 ELAP No.: 1838 NELAP No.: 02107CA CSDLAC No.: 10196 ORELAP No.: CA300003 TCEQNo.: T104704502 Enclosed are the results for samples) received on July 18, 2013 by Advanced Technology Laboratories. The sample(s) are tested for the parameters as indicated on the enclosed chain of custody in accordance with applicable laboratory certifications. The laboratory results contained in this report specifically pertains to the samples) submitted. Thank you for the opportunity to serve the needs of your company. If you have any questions, please feel free to contact me or your Project Manager. Sincerely, Eddie Rodriguez Laboratory Director The cover letter and the ease narrative are an integral part of this analytical report and its absence renders the report invalid. Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Conference and/or applicable state -specific certification programs. The report cannot be reproduced without written permission from the client and Advanced Technology Laboratories. 3175 Walnut Avenue, Signal Hill, CA 90755 • Tel. 562-989-4045 • Fax. 561-989-4040 wwmarlglobal.com Page 1 of 11 aCertificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/24/2013 SUMMARY OF SAMPLES Sample ID Laboratory ID Matrix Date Sampled Date Received B-5 / B -10 -DL Q 4.5' 1302118-02 Soil 7/18/13 12:41 7/18/13 15:55 B -9 -DL ® 4.5' 1302118-06 Soil 7/18/13 12:22 7/18/13 15:55 VB-9-DLQ4.5' 1302118-11 Soil 7/18/13 9:47 7/18/13 15:55 VB -20 -DL Qa 6.0' 1302118-38 Soil 7/18/13 12:53 7/18/13 15:55 VB -20 -DL @ 7.0' 1302118-39 Soil 7/18/13 12:56 7/18/13 15:55 3275 Walnut Avenue, Signal Bil/, CA 90755 9 Tel: 561-989-4045 • Fax. 562-989-4040 0 www.arlglobalxwn Page 2 of 11 A0 ��� Certificate of Analysis Southern California Edison Project Number. NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/24/2013 Client Sample ID B-5 / B -10 -DL @ 4.5' Lab ID: 1302118-02 Polychlorinated Biphenyls be EPA 8082 Analyst: l Aroclor 1016 Result PQL MDL B300390 Daterrime Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 B300390 0722/2013 0722/1323:27 Aroclor 1221 ND 16 NA 1 B3G0390 0722/2013 0722/1323:27 Aroclor 1232 ND 16 NA 1 6300390 0722/2013 0722/1323:27 Aroclor 1242 ND 16 NA 1 8300390 0722/2013 0722/1323:27 Aroclor 1248 ND 16 NA I B3G0390 07222013 0722113 23:27 Araclor 1254 ISO 16 NA 1 B3G0390 07222013 0722/13 23:27 Aroclor 1260 ND 16 NA 1 B3G0390 07222013 0722/13 23:27 Arcclor 1262 NO 16 NA 1 B3G0390 07222013 0722/13 23:27 Armlor 1268 ND 16 NA I B3430390 07222013 07/M13 23:27 Surrogate: Decachlorobiphenyl Surrogate: Tetrach/oro-m-xylene 106% 39-118 104% 38-111 B3G0390 07222013 0721/13 23:17 B3G0390 07222013 07/12/1313:17 3275 Walnut Avenue, Signal HiU, CA 90755 • Tel.. 561-9894045 • Fax. 561-9894040 • wnw.atlglobaLcom Page 3 of 11 Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported : 07/24/2013 CBent Sample 1D B -9 -DL @ 4.5' Lab ID: 1302118-06 Polychlorinated Biphenyls by EPA 8082 Analyst: I Result PQL MDL Date/time Analytc (ug/kg) (ug/kg) (ug(kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 B3G0390 07/22/2013 07/22/13 23:54 Aroclor 1221 ND 16 NA 1 B3G0390 071M013 07/22/13 23:54 Aroclor 1232 ND 16 NA 1 B3G0390 0722/2013 0722113 23:54 Aroclor 1242 ND 16 NA I B3G0390 071M013 07rM13 23:54 Aroclor 1248 ND 16 NA I B3G0390 07222013 0722/1323:54 Aroclor 1254 ND 16 NA I B3G0390 0722/2013 0722/13 23:54 Armlor 1260 ND 16 NA I B3G0390 0722/2013 0722/13 23:54 Arm]" 1262 ND 16 NA I B3G0390 0722/2013 0722/13 23:54 Aroclor 1268 ND 16 NA I B3G0390 0722/2013 07/22/13 23:54 Surrogate: Decachloro6/phenyl Surrogate: Tetrochloro-m-xylene 108% 39-128 109% 38-122 B3G0390 0722/2013 0712211323:34 B3G0390 0722/2013 072111313:54 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 561-989-4045 a Fax: 562-989-4040 a nnvn.atlglobal.com Page 4 of 11 a0 ��� Certificate of Analysis Southern California Edison Projecl Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To: Ming Chi San Dimas, CA 91773 Reported : 07/24/2013 Client Sample ID VII -9 -DL Q 4.5' Lab ID: 1302118-11 Polychlorinated Biphenyls by EPA 8082 Analyst: BB Result PQL MDL Date/Time Analyte (uglkg) (ug/kg) (ugIkg) Dilution Batch Prepared Analyzed Votes Aroclor 1016 ND 16 NA I 83(30390 07/22/2013 07/23/13 00:22 Amclor 1221 ND 16 NA I B3G0390 07/22/2013 07/23/1300:22 Aroclor 1232 ND 16 NA I B3G0390 071=013 07/23/1300:22 Aroclor 1242 ND 16 NA 1 B3G0390 07222013 0723/13 00:22 Amclor 1248 ND 16 NA I 6300390 0722/2013 0723/13 00:22 Annear 1254 ND 16 NA I B3G0390 07/22/2013 0723/13 0022 Aroclor 1260 ND 16 NA 1 B300390 07222013 0723/13 00:22 Amclor 1262 ND 16 NA I B3G0390 0722/2013 0723/130022 Aroclor 1268 ND 16 NA I B3G0390 07222013 0723/1300:22 Surrogate: Decachlorabiphenyl Surrogate: Teo-achloro-m-xylem 105% 39-128 96.9% 38-122 B3G0390 0722!2013 07/23/1300.22 B3G0390 07222013 07/23/13 00:22 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-9894045 • Fax: 562-9894040 • )~v.atlglobal.com r Page 5 of l l Certificate of Analysis Southem Califomia Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To : Ming Chi San Dimas, CA 91773 Reported: 0724/2013 Client Sample ID VB -20 -DL @ 6.0' Lab ID: 1302118-38 Polychlorinated Biphenyls by EPA 8082 Analyst: BB Result PQL MDL Datelrime Analyte (ugtkg) (ug/kg) (ugtkg) Dilution Batch Prepared Analyzed Nates Aroclor 1016 ND 16 NA 1 B3G0390 07/22/2013 07/23/13 00:49 Aroclor 1221 ND 16 NA I B3G0390 07/22/2013 0723/13 00:49 Aroclor 1232 ND 16 NA 1 B3450390 07222013 0723/1300:49 Aroclor 1242 ND 16 NA 1 B3150390 07222013 07/23/1300:49 Atoctor 1248 ND 16 NA I B3G0390 0722/2013 0723/1300:49 Aroclor 1254 ND 16 NA I B3130390 0722/2013 0723/1300:49 Aroclor 1260 ND 16 NA I B3130390 0722/2013 0723/1300:49 Aroclor 1262 ND 16 NA I B3G0390 07222013 072311300:49 Aroclor 1268 ND 16 NA I 83430390 07228013 07/23/1300:49 Surrogate: Decochlorobiphenyl Surrogate: Tetrachlano-nt-:ylette 102% 39-128 98.7% 38-122 B3G0390 07222013 0783/13 00:49 B3430390 07228013 0783/13 00.49 3275 Walnut Avenue, Signal Hill, CA 90755 -Tel. 562-989-4045 -Fox. 562-989-4040 a itwitwilglobal.eom Pa B 6 of 11 a0c_ Certificate of Analysis Southem Califomia Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lotze Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 0724/2013 Client Sample ID VB -20 -DL @ 7.0' Lab ID: 1302118-39 rmycnlormarea Islpnenyls Dy rsrA 51152 Analyst: BB Result PQL MDL Date/Time Analyte (ug/kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA 1 B3G0390 0722/2013 0723/13 01:16 Aroclor 1221 ND 16 NA I B3G0390 072212013 0723/13 01:16 Aroclor 1232 ND 16 NA 1 B3G0390 072212013 0723/1301:16 Aroclor 1242 ND 16 NA I B3G0390 0722/2013 07/23/13 01:16 Aroclor 1248 ND 16 NA 1 B3G0390 07222013 0723/13 01:16 Aroclor 1254 ND 16 NA 1 83GO390 0722/2013 0723/1301:16 Aroclor 1260 ND 16 NA I B3G0390 07222013 0723113 01:16 Aroclor 1262 ND 16 NA 1 B3G0390 0722/2013 0723/13 01:16 Aroclor 1268 ND 16 NA 1 B3G0390 07222013 0723/13 01:16 Surrogate: De mhlowbiphenyl Surrogate.: Tewachlom-m-xylene 93.1% 39-128 89.8% 38-122 B3G0390 0722/2013 0723/1301:16 B3G0390 0722/2013 0712311301:16 3275 Walnut Avenue, Signal Hill, CA 90755 • Td: 562-989-4045 • Fax. 562-989-4040 • wanv.allglobal.conr Pa e 7 Of 11 Certificate of Analysis Southern California Edison Projecl Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Repon To : Ming Chi San Dimas, CA 91773 Reported: 07/24/2013 QUALITY CONTROL SECTION Polychlorinated Biphenyls by EPA 8082 - Quality Control Result PQL Spike Source %Rec RPD %nalyte (ug/kg) (ughg) Level Result %Rec Limits RPD Limit Notes Batch 6360390-GCSEMI PCB/PEST Blank (B3G0390-BLK1) Prepared: 722/2013 Analyzed: 72212013 Aroclor 1016 ND 16 NR Aroclor 1221 ND 16 NR Aroclor 1232 ND 16 NR Aroclor 1242 ND 16 NR Aroclor 1248 ND 16 NR Aroclor 1254 ND 16 NR Aroclor 1260 ND 16 NR Aroclor 1262 ND 16 NR Aroclor 1268 ND 16 NR Surrogate. Detachlorobiphenyl 15.18 16.6667 91.1 39-128 Surrngate Teirachlor -m-xylene 15.80 16.6667 94.8 38-122 LCS (B3G0390-BSI) Source: 1302118-06 Prepared: 7222013 Analyzed: 722/2013 Aroclor 1016 146.308 16 166.667 87.9 64-100 Aroclor 1260 161.586 16 166.667 97.0 68-100 Surrogate. Decaehlorobiphenyl 15.93 16.6667 95.6 39-128 Surrogate: Telrachloro-m-xylene 1659 16.6667 99.5 38-122 Matrix Spike (8360390 -MSI) Source: 1302118-06 Prepared: 7222013 Analyzed: 7222013 Aroclor 1016 171.728 16 166.667 ND 103 48-126 Aroclor 1260 193.445 16 166.667 ND 116 46-130 SurrogateDevachlorobiphenyd 18.97 16.6667 114 39-128 Surrogate: Terachloro-m-xylene 18.84 166661 113 38-122 Mori: Spike Dup (B3G0390-MSDI) Soars: 130211/-O6 Prepared: 722/2013 Analyzed 7222013 Aroclor 1016 169.228 16 166.667 ND 102 49-126 1.47 20 Aroclor 1260 190.540 16 166.667 No 114 46-130 1.51 20 Surrogate: Decachlorobiphenyl 18.77 16.6667 113 39-128 Surrogate: Tetrachloro-m-xylene 18.66 16.6667 112 38-122 3275 Walnut Avenue, Signal HiU, CA 90755 a Tel: 561-989-4045 0 Fax., 561-989-4040 a rvnvrv.atlglobaLeom Page 8 —of -1 1 %4 % ��� Certificate of Analysis Southern California Edison Project Number: NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To : Ming Chi San Dimas, CA 91773 Reported : 07/24/2013 Notes and Definitions ND Arabic not detected at or above reporting limit PQL Practical Quantitation Limit MDL Method Detection Limit NR Not Reported RPD Relative Percent Difference CAI CA.NELAP(CDPH) CA2 CA-ELAP(CDPH) ORI OR-NM_AP(OSPHL) TXI TX-NELAP(TCEQ) Notes: (1) The reported MDL and PQL are based on prep ratio variation and analytical dilution. (2) The suffix l2CJ of specific analytes signifies that the reported result is taken fmm the instrument's second column. 3275 Walnut Avenue, Signal Hill, CA 90755 -Tek 562-989-4045 • Fax. 562-989-4040 0 wwrv.ailglobal.com Page 9 of I l Diane Galvan From: Grace.Bernabe@sce.com Sent: Monday, July 22, 2013 3:47 PM To: Diane Galvan Cc: Grace Bernabe: Ming.Chi@sce.com; Carmen Aquila Subject: RE: Results - NEWPORT SUB -DL (1302118) Attachments: Newport -DL COC additional.pdf Hi Diane, Please run the following: PCBs • B5/B10-DL @ 4.5' (this is the 'Hold' sample) Please run the RED end of the tube • B -9 -DL @ 4.5' (this is the "Hold' sample) Please run the RED end of the tube VB -9 -DL @ 4.5' Please run me BLACK end of the lube • VB -20 -DL @ 6.0' Please run the BLACK end of the tube VB -20 -DL @ 7.0' (this is the 'Hold' sample) Please run the RED end of the tube I'm also attaching a COC of the above instructions. Please let me know if you have any questions and please run A TAT by noon tomorrow. Thanks Grace Bernabe PPD Engineering & Technical Services Geotechnical Group 909.394.8947 PAX 47947 909.394.8610 FAX 47610 626.524.3741 cell Pagel of 11 CHAIN OF CUSTODY RECORD Pg of —L Roe aatba4f e DISTRIBUTION: Whoa with report, Yellow to folder, Pink to submitlor. ""'`' - P:O'iq � .-" .,.terata m •_._: • FOR LABORATORY USE ONLY: ADVANCED � TECHNOLOGY As the mmwdzod agent m me below named mmW ay Method of Transport Sample Condflion Upon Receipt I hamabry eumheas moon SMAMS from ATL as Cklmed below nM m m� El Client ATL LABORATORIES guarenla6 payment ❑FedEx ❑ OnTrac 1.CHILLED Y❑ NO 4. SEALED YON O _ S`u�lt[dr(PAR1)�; .':;:_:�.;;_--__-:':".' "' -_ _ 3275 Walnut Ave., Signal Hill, CA 90755 0GSO P HEADSPACE(VOA) YO N❑ 6.40E SPLS MATCH COG YO N ❑ Slgnaure-....-=•;�-.-.:::Z'L'..::.....:: ::..:�.._:;:._-: ._.,.. -- ---.,.voic _g, Tel: (562)989-4045•Fax: (562) 989-4040 ❑ OCler: 3.00NTAWER WTACT YO NO 8. PRESERVED YON NO Submitter - Please complete ell SHADED areas abo o en an Include QU E A ve to ensure proper lrnotang. CLent:.,So�YFie`irj. ®llfoinl@Edison:;,;,,.:,e„_,;?;�,,.::.:::c•. :add` ° -900fJ Lorie.Hill06nuo'. _-' _ _- '!E] (909)394t3Ba7.: _- •,-;.;;T -.. - -•� r � r?x/r1 .. ".:� _-': '.:' -:c.:,..:•':, : City- San Qirnas �..:... ”- -. stel'e:::AA ' ..-:apcode 01X3. FN(,.(80� 394-'5610 . • • --• P-IoJectNAtne Proleafh Sampler Ie4tAun i Potgpuyhsdby agEm??weaami--- _ _I. ' :�1. 'nmer'40c VA..;'.:'-.Recewnty�a�..e Relinqul6hed hV•aat^�+a 4++Owmvmp Data, nma: Ra6aNed by: pram.oa.err maH.,rel palet Time: ReliRqulahad hy:tWamw va tmnw x.m.) Data: Time: Rooprved by: ryn..w omr,rm x,mo) DGto: Time: •I.AandRAo To7 al IrwtmctTnwCa_� e• Anti ---'...:.. : -EmNi - :: -: -' ...- ' Ann .... :.' !mon .. ... ".:�..':.,,�: C°mPnPY .SAME:AS AOOVC •.... -: •.. �•1+.'Y,tr � ,5,�y_ - —�. ..��, snip'! •. _ it.... .. ...... .. __.. ._ _ :-.;:..aY �':_:..._ .. _ ... ._. _. :. .._ -._. Stele. Sample/Records-Archlvm a OlnDosal GIRCLC or Unless othervilse requested by diem, all Samples and Hsrdoopy wfll be disposed Write IN ,¢� _ CIRClE APPROPRIATE MATRIX Forty-fhre(45) days after generation of report- electronic copies retalned.for fivs(6) years. Analyses a O RTNE e � Gl - A�r� a Storage Feaa (app!lee when storego is roqusatod)• Needed 9�. 8, tF ,,�a7�1' yr?- Semple Forty•fivo(45) Daye Cnmplimenlaiy - 52.00 / sample / mo thereafter. ' 43' N" a CT 0 O e : ,r Y + a - h v� Hardcopy Reparte 577.60 per report. �y V'resRy ¢ SWHCB 0 I BUSINESS HOURS G� �`d^ O �m,y a pA ,p� 6 �` �a Q rd ... Calralnerlo) T 8:30 am to 6:30 pm Sample Description ��— OTHER No. Sample LD. /Location Date Time �.O'.. `^�T r8 �8`�" .R`:,?,...; yd'r-yaQ'. ..'JTAT 4 Type o. REMARKS -T'f.. oto _..• / _. V.=gib :D.: C::d .. ,.: 7- . ........ . re4erea ioe�aeUe leirq'1O waekoM Widay, On Havre Work bucnaee Ma:8VAI4, ASK IV QUOTE r8',aA'1�,111SUS1 CemNrmrTypes: 1=Tubo 2.VOA 6-_ler 6=Tadlar7=Censter 3=Liter 4-Pinl Material: 1=GIs5a 2=Plaetic 3=Meta! PmseNagvee: l=HC6 2oHNW 9=H.SO4 4-4'C San( a 9OH 7=NA.io. IGMSIRCHMGE W%SURCHARGE TAT= So%6URCHMGE 0 NO9 RUOHAROE IMI)ISCOUM'0FOr nU9H TCiP/aTLC, ead2auye barapmlM°TAT. 1%9uRCHAROE �,ESSGAY NEXTBVSINESB 21D BU&NE89➢pY anD BU91NE59 DAY MSURCW 4TH eUSINESe UAY e-76UINIMBURINESSDAY union TAT a an 2; 1[VUe a.GI AM OAY5:a0PtA 63a MR ace PM a.9a PM aDO PM S4aM rata bamlDeb aaya. Roe aatba4f e DISTRIBUTION: Whoa with report, Yellow to folder, Pink to submitlor. ADVANCED I A B O R A T July 24, 2013 Ming Chi Southern California Edison 300 N. Lone Hill Avenue San Dimas, CA 91773 Tel: (909) 394-8910 Fax:(909)394-8610 Re: ATL Work Order Number: 1302118 TECHNOLOGY O R I E S Client Reference: NEWPORT SUB -DL, 325210 ,y0 tq hCCOgp' p` �C `? 4 ELAP No.: 1838 NELAP No.: 02107CA CSDLAC No.: 10196 ORELAP No.: CA300003 TCEQ No.: T104704502 Enclosed are the results for sample(s) received on July 18, 2013 by Advanced Technology Laboratories. The sample(s) are tested for the parameters as indicated on the enclosed chain of custody in accordance with applicable laboratory certifications. The laboratory results contained in this report specifically pertains to the sample(s) submitted. Thank you for the opportunity to serve the needs of your company. If you have any questions, please feel free to contact me or your Project Manager. Sincercle, Eddie Rodriguez Laboratory Director The cover letter and the use narrative are an integral part of this analytical report and its absence renders the report invalid. Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Conference and/or applicable state -specific certification programs. The report cannot be reproduced without written permission from the client and Advanced Technology Laboratories. 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel., 561-9894045 • Fax., 562-989-4040 www.adglobaLcom Page 1 of 5 40.rm Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported : 07/24/2013 SUMMARY OF SAMPLES Sample ID Laboratory ID Matrix Date Sampled Date Received VB -12 -DL @ 3.5' 1302118-18 Soil 7/18/13 8:43 7/18/13 15:55 3275 Walnut Avenue, Signal Hill, CA 90755 0 Tel. 562-989-4045 • Fax. 562-989-4040 • u .arlglobal corn Page 2 of 5 a% Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To: Ming Chi San Dimas, CA 91773 Reported : 07/24/2013 Client Sample ID VB -12 -DL @ 3.5' Lab ID: 1302118-18 ICLP Metals by ICP -AEN EPA bU1UB Analyst: AG Result PQL MDL Date/time Analyte (mg/L) (mg/L) (mg/L) Dilution Batch Prepared Analyzed Notes Lead 3.7 0.050 NA I B3G0403 07/232013 07/23/1315:55 QUALITY CONTROL SECTION TCLP Metals by ICP -AES EPA 60108 - Quality Control Result PQL Spike Source %Rec RPD Analyte (mg/L) (mg(L) Level Result %Rec Limits RPD Limit Notes Batch B3G0403 - EPA 3010A SOIL Blank (R3G0403-BLKI) Lead Blank (8360403-BLK2) Lead LCS (B3G0403-BSl) Lead Matrix Spike (B3G0403-MS1) Lead Matrix Spike Dup (83G0403-MSDI) Lead 20 MI 3275 Walnut Avenue, Signal Hill, CA 90755 • Tek 562-989-4045 • Fax. 561-9894040 o www.adglobaLcom Page 3 of 5 Prepared: 723/2013 Analyzed: 7232013 ND 0.050 NR Prepared: 723/2013 Analyzed: 7232013 NO 0.050 NR Prepared: 7232013 Analyzed: 7232013 0.980254 0.050 1.00000 98.0 80-120 Source: 1301675-01 Prepared: 7232013 Analyzed: 7232013 6.67058 0.050 2.50000 4.32580 93.8 76-109 Source: 1301675-01 Prepared: 723/2013 Analyzed: 7232013 8.32798 0.050 2.50000 4.32580 160 76-109 22.1 20 MI 3275 Walnut Avenue, Signal Hill, CA 90755 • Tek 562-989-4045 • Fax. 561-9894040 o www.adglobaLcom Page 3 of 5 %4� ��_ Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue ReportTo : Ming Chi San Dimas, CA 91773 Reported: 07/24/2013 Notes and Definitions MI Matrix spike recovery outside of acceptance limit. The analytical batch was validated by the laboratory control sample. ND Analyte not detected at or above reporting limit PQL Practical Quantitation Limit MDL Method Detection Limit NR Not Reported RPD Relative Percent Difference CAI CA-NEL.AP(CDPH) CA2 CA-ELAP (CDPH) ORI OR-NELAP (OSPHL) TXI TX-NELAP(TCEQ) Nota: (l) The reported MDL and PQL are based on prep ratio variation and analytical dilution. (2) The suffix [2Cj of specific analytes signifies that the reported result is taken from the instrument's second column. 3275 Walnut Avenue, Signal Hill, CA 90755 a Tel. 561-989-4045 • Fax: 562-989-4040 • nnmwilglabal.com Page 4 of 5 Diane Galvan From: Grace.Bernabe@sce.com Sent: Monday, July 22, 2013 12:12 PM To: Diane Galvan Cc: Grace Bemabe; Ming.Chi@sce.com Subject: Re: Results - NEWPORT SUB -DL (1302118) Attachments: 13 02118. p d f Hi Diane, Please run TCLP lead on sample ID VB -12 -DL @ 3.5', and please rush. Thanks. I.. I. .,. PPD Engineering & Technical Services Geotechnical Group 909.394.8947 PAX 47947 909.394.8610 FAX 47610 626.524.3741 cell Page 5 of 5 AD VAN CED TECHNOLOGY I A 5 0 R A T() R I r s July 24, 2013 Ming Chi Southern California Edison 300 N. Lone Hill Avenue San Dimas, CA 91773 Tel: (909) 394-8910 Fax:(909) 394-8610 Re: ATL Work Order Number: 1302118 Client Reference: NEWPORT SUB -DL, 325210 aG ,[1 .ceps, �4 ELAP No.: 1838 NELAP No.: 02107CA CSDLAC No.: 10196 ORELAP No.: CA300003 TCEQNo.: T104704502 Enclosed are the results for sample(s) received on July 18, 2013 by Advanced Technology Laboratories. The sample(s) are tested for the parameters as indicated on the enclosed chain of custody in accordance with applicable laboratory certifications. The laboratory results contained in this report specifically pertains to the sample(s) submitted. Thank you for the opportunity to serve the needs of your company. if you have any questions, please feel free to contact me or your Project Manager. Sincerely, Eddie Rodriguez Laboratory Director The cover letter and the case narrative an: an integral part of this analytical report and its absence renders the report invalid. Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Conference and/or applicable state -specific certification programs. The report cannot be reproduced without written permission from the client and Advanced Technology Laboratories. 3175 WalnufAvenue, Signal Hill, CA 90755 • Tel. 562 -989 -4045 -Fax.- 562-989-4040 wwmadglobaLconr Page 1 of 6 Certificate of Analysis Southern Califomia Edison Project Number: NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To: Ming Chi San Dimas, CA 91773 Reported: 0724/2013 SUMMARY OF SAMPLES Sample ID Laboratory ID Matrix Date Sampled Date Received B-5 / B -10 -DL Q 4.5' 1302118-02 Soil 7/19/13 12:41 7/18113 15:55 3275 Walnut Avenue, Signal HIM, CA 90755 9 Teh 562-989-4045 • Fax. 561-989-4040 • mmv.atlglobal.com Pa e 2 of 6 jil� oc_ Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To : Ming Chi San Dimas, CA 91773 Reported : 07/24/2013 Client Sample ID B-5 / B -10 -DL @ 4.5' Lab ID: 1302118-02 Polychlorinated Biphenyls by EPA 8082 Analyst: BB Result PQL MDL Datel imc Analyte (ug/kg) (ug(kg) (uglkg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 ND 16 NA I B3G0424 07/23/2013 0724/1307:39 Aroclor 1221 ND 16 NA I B3G0424 07232013 0724/1307:39 Aroclor 1232 ND 16 NA I B3G0424 07232013 0724/1307:39 Aroclor 1242 ND 16 NA I B3G0424 07232013 0724/1307:39 Araclor 1248 ND 16 NA I B3G0424 07232013 072411307:39 Areclor 1254 74 16 NA 1 93G0424 07232013 072411307:39 Aroclor 1260 ND 16 NA I B3G0424 071232013 0724/1307:39 Aroclor 1262 ND 16 NA 1 B3G0424 07/232013 0724/1307:39 Aroclor 1268 ND 16 NA I B3G0424 07/232013 07/24/13 07:39 Surragate: Decach/orobiphenyl 113% 39-128 B3G0424 07/23/2013 07/24/13 07:39 Surrogate.' Tenachlor -m-xylene 110% 38-/11 B3G0424 07/232013 07124113 07:39 3275 Walnut Avenue, Signal Hill, CA 90755 a Tel. -562-989-4045 • Fax.. 561-989-4040 -w %,.aNglobal.eoar Page 3 of 6 a% Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To: Ming Chi San Dimas, CA 91773 Reported : 0712412013 QUALITY CONTROL SECTION Polychlorinated Biphenyls by EPA 8082 - Quality Control Result PQL Spike Source %Ree RPD Analyte (ug/kg) (ug/kg) Level Result %Ree Limits RPD Limit Notes Batch B3G0424 - GCSEMI PCB/PEST Bbu&(B3G0424-BLKI) Pouted: 72312013 Analyzed: 7242013 Aroclor 1016 ND 16 NR Aroclor 1221 ND 16 NR Aroclor 1232 ND 16 NR Aroclor 1242 ND 16 NR Aroclor 1248 ND 16 NR Aroclor 1254 ND 16 NR Aroclor 1260 ND 16 NR Aroclor 1262 ND 16 NR Areclor 1268 No 16 NR Surrogate.: Decachlorobiphenyl 15.75 /6.6667 94.5 39-128 Surrogate Tetrach/oro-m-xylem 15.97 16.6667 95.8 38-122 LCS (B3G0424-BSI) Prepared: 7232013 Analyzed: 7242013 Aroclor 1016 146.676 16 166.667 88.0 64 -100 Aroclor 1260 165.052 16 166.667 99.0 68-100 Surrogate.: Decachlorobiphenyl 16.43 16.6667 98.6 39-128 Surrogate: Tetrachloro-m-.xylene 16.32 16.6667 97.9 38-122 Marta Spike(83G0424-MSI) Source: 130211802RE1 Prepared: 7123/2013 Analyzed: 7242013 Aroclor 1016 163.116 16 166.667 ND 97.9 48. 126 Arre for 1260 198.875 16 166.667 10.7122 113 46-130 Surrogate: Decachlorobiphenyl 18.38 16.6667 110 39-128 Surrogate: Tebachloro-m-xylem 16.65 16.6667 99.9 38-122 Matrix Spite Dup(B3G0124-MSDI) Source: U02118-02RE1 Prepared: 7232013 Analyzed: 7242013 Aroclor 1016 166.349 16 166.667 ND 99.8 48-126 1.96 20 Aroclor 1260 200.916 16 166.667 10.7122 114 46-130 1.02 20 Surrogate: Drcachlorabiphenyl 1954 16.6667 111 39-128 Surrogate: Teirochlor - -xylem 17.02 16.6667 101 38-122 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 a wrm.atlglobal.eom Page 4 of 6 4A1V4 Certificate of Analysis Southern California Edison Project Number : NEWPORT SUB -DL, 325210 300 N. Lone Hill Avenue Report To: Ming Chi San Dimes, CA 91773 Reported : 07/24/2013 Notes and Dellnitions ND Analyte not detected at or above repotting limit PQL Practical Quantitation Limit MDL Method Detection Limit NR Not Reported RPD Relative Percent Difference CAI CA-NELAP(CDPH) CA2 CA-ELAP(CDPH) ORI OR-NELAP(OSPHL) TXI TX-NELAP(TCEQ) Notes: (I) The reported MDL and PQL are based on prep ratio variation and analytical dilution. (2) The suffix [2C] of specific analytes signifies that the reported result is taken from the instrument's second column. 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 a Far: 562-9894040 a waae.atlglobaLcn,,, Page 5 of 6 Diane Galvan From: Grace.Bemabe@sce.com Sent: Tuesday, July 23, 2013 2:46 PM To: Diane Galvan Cc: Ming.Chi@sce.com; Carmen Aguila Subject: RE Resul:s - NEWPORT SUB -DL (1302118) Hi Diane, Please run the following: PCBs • 851B10 -DL @ 4 5' (this is the "Held' sample) Please run the BLACK end of the tube Please run A TAT by noon tomorrow. Thanks r'idc, F, ildi4 PPD Engineering & Technical Services Geotechnical Group 909.394.8947 PAX 47947 909.394.8610 FAX 47610 626.524.3741 cell Page 6 of 6 EXHIBIT "E" Completion Report Exhibit E GEOTECHNICAL AND REMEDIAL GRADING COMPLETION REPORT, SCE NEWPORT SUBSTATION SITE, 1516 WEST BALBOA BOULEVARD, NEWPORT BEACH, CALIFORNIA Prepared for Southern California Edison Corporate Environmental, Health and Safety 1218 S. Fifth Ave, Second Floor 230Q Monrovia, California 91016 Project No. 603404-008 October 25, 2013 !W */ Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY E Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY October 25, 2013 Project No. 603404-008 Grading Plan Check No. 2013-1283 Southern California Edison Corporate Environmental, Health and Safety 1218 S. Fifth Ave, Second Floor 230Q Monrovia, California 91016 Attention: Mr. Mark Passarini Subject: Geotechnical and Remedial Grading Completion Report, SCE Newport Substation Site, 1516 West Balboa Boulevard, Newport Beach, California References: Southern California Edison, 2013, Remedial Action and Restoration Plan, SCE Newport Substation Site, 1516 West Balboa Boulevard, Newport Beach, California, Environmental Engineering Section, Corporate Environmental, Health and Safety, March 23, 2013. Leighton Consulting, Inc., 2013, Remedial Action and Restoration Plan Addendum, SCE Newport Substation Site, 1516 West Balboa Boulevard, Newport Beach, California, Project No. 603404-008, dated August 5, 2013. Introduction In accordance with your request and authorization, Leighton Consulting, Inc. (Leighton Consulting) has provided geotechnical observation and testing services, and verification of remedial soil removals during excavation and grading operations for the Southern California Edison (SCE) Newport Substation Site located at 1516 West Balboa Boulevard, Newport Beach, California (Figure 1, Vicinity Map). The Substation Site is a rectangular shaped parcel with dimensions of 58.72 feet by 100 feet. The site is 603404-008 bordered by an alley to the north, Balboa Boulevard on the south, a wastewater pump station on the east, and Las Arenas Park playground to the west. This Geotechnical and Remedial Grading Completion Report (Completion Report) summarizes our services provided during the remedial excavation and grading operations for the subject site, presents the results of our observation and testing, and provides our conclusions. Scope of Work The remedial excavation and grading work for the Substation Site was performed between August 22, 2013 and September 4, 2013. Our services included the following tasks: • Observation and documentation of depths and elevations of removal bottoms; • Laboratory testing of the imported soil; and • Observation and testing during grading and backfill operations. Geotechnical observations and testing during remedial excavation and grading of the subject site were performed by Leighton Consulting on a full-time basis. Copies of reports documenting Leighton's daily activities at the site are included in Appendix A. The limit of work is shown on Figure 2, Soil Removals and Field Density Test Location Map. Summary of Earthwork Operations The remedial excavation and grading operations were performed by CleanHarbors and consisted of removals/excavations of environmentally impacted soil and replacing it with imported select backfill to pre-existing grades in order to achieve restoration of the Substation Site in accordance with the Remedial Action and Restoration Plan (RARP) by SCE (2013) and the subsequent addendum prepared by Leighton Consulting (2013). The impacted soil was excavated to the recommended aerial limits and depths (Leighton Consulting, 2013) as shown on Figure 2. Lateral control for the excavation limits was accomplished by measurement from the property corners and vertical control was provided by sight level from the surveyed temporary bench mark located at the Balboa Avenue gate entrance (Figure 2). The spoils generated during the remedial 40A 2 5 Leigl htpn IMIRMOZINITIF excavations were stockpiled, loaded into export trucks, and hauled offsite. The remedial removal depths ranged from 2.5 to 6.5 feet below the pre-existing grade. The impacted soil was loaded onto haul trucks and transported to CleanHarbors Grassy Mountain LLC, an approved Treatment Storage and Disposal Facility (TSDF) located in Grantsville, Utah. Fully executed copies of the related Uniform Hazardous Waste and Toxic Substances Control Act Manifest Continuation manifests are presented in Appendix B. Approximately 746.85 tons of impacted soil were remediated and disposed of at the Grassy Mountain TSDF. After removals, and prior to placement of fill, areas to receive select fill were scarified to a depth of 6 to 8 inches, moisture -conditioned as needed and recompacted in-place to a minimum of 90 percent relative compaction. In areas of deeper removals or where groundwater or pumping conditions were anticipated or encountered, up to 2 feet of 1112- inch gravel was placed on the excavation bottoms prior to fill placement. Filter fabric was placed on the sides and above the gravel to prevent infiltration of overlying backfill materials. Import soils were utilized as fill materials. Documentation related to fill quality and its approval by SCE for use at the site is included in Appendix C. The fill was placed in thin, loose lifts, moisture -conditioned, as necessary, and compacted by wheel rolling with heavy equipment. Visual observation, probing, and field density tests indicated that a minimum 90 percent relative compaction was achieved at the tested locations. Photographic documentations of the grading operations are presented in Appendix D. Laboratory and Field Density Testing The maximum dry density -optimum moisture relationship for the soil type used as compacted fill was determined in accordance with ASTM Test Method D 1557. The test result is presented in Appendix C and summarized in Table 1. Field density tests were performed in accordance with ASTM Test Method D 6938 (nuclear gauge). The approximate test locations are shown on the Soil Removals and Field Density Test Location Map (Figure 2) and the test results are presented in Table 2. 603404-008 Geotechnical Conclusions Based on our observations and testing, it is our opinion that earthwork observed by Leighton Consulting and documented in this report was performed in general accordance with the recommendations in the referenced reports and in compliance with the geotechnical requirements of the City of Newport Beach. The presence of our field representative at the site was intended to provide the owner professional advice, opinions, and recommendations based on observations of the contractor's work. Although our observations did not reveal obvious deficiencies, we do not guarantee the contractor's work, nor do our services relieve the contractor or his subcontractors of their responsibility if defects are subsequently discovered in their work. Our responsibilities did not include any supervision or direction of the actual work of the contractor or the contractor's personnel or subcontractors. This report is based on test results and observations of the grading procedures used and represent our engineering opinion as to the contractor's compliance with project specifications. Remedial Grading Completion Verification and Reliance This Completion Report has been prepared to document the completion of remedial grading activities, based on the environmental assessment and testing performed by SCE and its contractors at SCE's Newport Substation located at 1516 West Balboa Boulevard, Newport Beach, California. The undersigned professionals attest that the soil removals were performed in accordance with the specifications included in the Remedial Action and Restoration Plan, SCE Newport Substation Site, prepared by SCE, dated March 25, 2013, and Remedial Action and Restoration Plan Addendum, prepared by Leighton Consulting dated August 5, 2013. The undersigned professionals further attest that the import backfill material was of a quality and condition consistent with the standards established by the California Human Health Screening Levels ("CHHSLs") for residential land use and that the Substation Site has now been remediated to CHHSL standards for residential land use. The observations and conclusions presented in this report are professional opinions based on the scope of activities, work schedule, and information obtained through the assessment and remediation work described in the above referenced documents. Opinions presented herein apply to property conditions existing at the time of our study and cannot necessarily be taken to apply to property conditions or changes that we are not aware of or have not had the opportunity to evaluate. It must be recognized that conclusions drawn from the relied upon data are limited to the amount, type, distribution, and integrity of the information collected at the time of the investigations, 4 Leighton 603404-008 the methods utilized to collect and evaluate the data, and that a full and complete determination of environmental risks cannot be made. Although Leighton Consulting has taken steps to obtain true copies of available information, we make no representation or warranty with respect to the accuracy or completeness of this information. Services were performed in accordance with Leighton Consulting's agreement and understanding with SCE and solely for the use and reliance of SCE, its designated representatives, and the City of Newport Beach. Opinions and/or recommendations are intended for use by SCE and the City of Newport Beach and the purpose, site, location, time frame, and project parameters indicated. Leighton Consulting is not responsible for subsequent separation, detachment, or partial use of this document. Closure We appreciate the opportunity undersigned at (949)-681-4256, presented in this report. Respectfully submitted, LEIGHTON CONSULTING, INC. Richard Williams, PG 6405 Associate Geologist CD/DJC/Ir to serve SCE. Please do not hesitate to call the if you have any questions regarding the findings RICHARD E. w7LUAMS EXP i m , DjanlChandra, PE, GE 2376 Senior Principal Engineer Attachments: Figure 1 — Site Location Map Figure 2 — Soil Removals and Field Density Test Location Map Table 1 — Maximum Density Test Results Table 2 — Summary of Field Density Test Results Appendix A — Daily Field Reports Appendix B — Uniform Hazardous Waste and Toxic Substances Control Act Manifest Continuation Manifests Appendix C — Fill Analytical and SCE Approval Documentation Appendix D — Geotechnical and Remedial Grading Progress Photographs Distribution: (3) Addressee .r c sr ac u - em u - _ •� u - a13M� z-e� 11 • 1 �� am e Li 2.5 rr- . ® -4 e 11© CF -7 -10 E Q �. ®7 l� CMS 2.S CF- 24"®... 1 C • . 4.3 CF -8 CF -16 MtD 5� ® CF 17 Im • M CM CF -B• "Iv - I � •ac i . e . -� I CF -18 • ® ® •° n wml _ 6• r ( 5 CF -a • "It's • ® e aD.CF-Iia 23 e � p - - lm • CP -5 ee LEGEND 3.0 - Ci -18 eu +• a • AvFao)mMreoana+ �aF NFinoEravrvTEST 'V+m • ° �.5 ® APPROXWEELEVATINADNEAOF r es REMOVAL BOnOM APPn WTEDWM0FRBWALWn0M v eo '4 nv av ns v ■s �-.� APPRO)NLITE LIMFOFRBADSAI es SLOPEDSQICH Proj: 603404-008 Eng/Geol: DJC/RE W SOIL REMOVALS AND DENSITY TEST LOCATION MAP SCE Nevgorl 5u5aletwn site 1616 Weal 6elEaa Oouleveed N•apW Reach, Cabf m FIGURsE 2 Scale: V=10' Date: 09/2013 ...y n, 603404-008 10111M Maximum Density Test Results *TEST METHOD: ASTM D 1557 t 4q Leighton Optimum Maximum Dry Soil Type Soil Description Moisture (%) Density (pco* 1 Olive Sand with Sift 7.5 135.5 *TEST METHOD: ASTM D 1557 t 4q Leighton TABLE 2 - SUMMARY OF FIELD DENSITY TEST RESULTS Project No. 603404.008 Test No. Test Method Test Date Test of Test Location Test Elev. (feet) Soil Type Dry Density pcf) Moisture Content °/ Relative Compaction I%) Remarks Field Max Field Opt. CF1 N 08/26/13 CF 1516 W. Balboa Blvd 5 1 128.5 135.5 7.8 7.5 95 CF2 N 08/26/13 CF 1516 W. Balboa Blvd 7 1 127.9 135.5 8.2 7.5 94 CF3 N 08/27/13 CF 1516 W. Balboa Blvd 6 1 123.1 135.5 8.5 7.5 91 CF4 N 08/27/13 CF 1516 W. Balboa Blvd 7 1 122.6 135.5 8.9 7.5 90 CF5 N 08/29/13 CF 1516 W. Balboa Blvd 6 1 128.7 135.5 7.5 7.5 95 CF6 N 08/29/13 CF 1516 W. Balboa Blvd 7 1 129.1 135.5 7.7 7.5 95 CF7 N 08/30/13 CF 1516 W. Balboa Blvd 5.5 1 125.6 135.5 7.7 7.5 93 CF8 N 08/30/13 CF 1516 W. Balboa Blvd 6.5 1 126.7 135.5 8.9 7.5 94 CF9 N 08/30/13 CF 1516 W. Balboa Blvd 7.5 1 124.5 135.5 5.0 7.5 92 CF10 N 08/30/13 CF 1516 W. Balboa Blvd 5.5 1 125.2 135.5 6.0 7.5 92 CF11 N 09/03/13 CF 1516 W. Balboa Blvd 8 1 127.2 135.5 8.3 7.5 94 CF12 N 09/03/13 CF 1516 W. Balboa Blvd 8 1 126.7 135.5 7.9 7.5 94 CF13 N 09/03/13 CF 1516 W. Balboa Blvd 6 1 133.0 135.5 8.9 7.5 98 CF14 N 09/04/13 CF 1516 W. Balboa Blvd 5 1 122.1 135.5 7.9 7.5 90 CF15 N 09/04/13 CF 1516 W. Balboa Blvd 6 1 123.5 135.5 8.5 7.5 91 CF16 N 09/04/13 CF 1516 W. Balboa Blvd 8 1 122.8 135.5 9.2 7.5 91 CF17 N 09/05/13 CF 1516 W. Balboa Blvd FG 1 131.2 135.5 8.3 7.5 97 CF18 N 09/05/13 CF 1516 W. Balboa Blvd FG 1 125.7 135.5 7.6 7.5 93 List of Abbreviations CF: Compacted Fill FGFinish Grade N: Nuclear Gauge Page 1 Appendix A Daily Field Reports Project Name: Project No.: Date: Agreement No.: SCE -Newport Beach 603404.008 812212013 2013.1283 Location: Day (check one): 1516 Balboa Ave. Newport Beach, CA. Client: Superintendent: Weather (check one): Southern California Edison Co. Mitchell Oda Rpunny Fpvercast ainy Other: Contractor: Foreman: Author: Clean Harbors Rafael Villalobos Chris Livesey Soil Engineer: Geologist: Project Manager: Field Supervisor: Djan Chandra Richard Williams Richard Williams Joel T. Beckham ObservationlTesting of: Eyass Grading [7recise Grading [7ostgrading Other: Remediation Equipment Working: (1) Backhoe Technician CDL Hours 8.0 (4) Export trucks Today's Estimated Yardage: Summary of operations: On site per client's (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property. The stockpiled soil generated during previous grading that occurred on August 20, 2013 was loaded into export trucks and hauled offsite. The excavation limits that occurred on August 20, 2013 was observed and mapped on a field plan. The excavation limits are generally located in the southern vicinity of the project site in the proximity of boring locations identified as HA -1, HA -2, HA -4, HA -5, HA -7, HA -8, and HA -10. The limits of the excavation need to be laterally and vertically (vertical limit reference is elevation not depth) extended to meet the designed excavation plan; this removal is considered to be in progress and the limits more clearly defined upon reaching design limits both laterally and vertically. A new excavation occurred in the northwestern vicinity of the project site in preparation for the excavation designated (per plan) as "Slot Cut 1" and "Slot Cut 2." The excavation located in the proximity to the boring locations identified as B-1, B -19, -A, -B, VB -20, V8-25, VGW-6, The material excavated is stockpiled onsite to be exported this following day (August 23, 2013). This day's excavation is currently in progress and will be defined upon reaching designed excavation limits. Compaction tests, where and when tested, indicated adequate compaction. If not adequately compacted the area is to be reworked and retested to confirm adequate compaction. Leighton Consulting, Inc. Received by: Print: A LEIGHTON GROUP COMPANY DAILY FIELD REPORT Date: Page 1 of 1 Project Name: Project No.: Date: Report No.: SCE -Newport Beach 603404.008 812312013 2013.1283 Location: Day (check one): 1516 Balboa Blvd. Newport Beach, CA. ❑M ❑T ❑W ❑T OF ❑S ❑S Client: Superintendent: Weather (check one): Southern California Edison Co. Mitchell Oda ®Sunny ❑Overcast ❑Rainy Other: Contractor: Foreman: Author: Clean Harbors Rafael Villalobos Chris Livesey Soil Engineer: Geologist: Project Manager: Field Supervisor: Dian Chandra Richard Williams Richard Williams Joel T. Beckham Observation/Testing of: ❑Mass Grading ®Precise Grading ❑Post grading Other: Equipment Working: Technician CDL (1)Backhoe Hours 9.0 (1)Bobcat (2)End-dump trailers Today's Estimated Yardage: Summary of operations: On site per client's request (Southern California Edison Company, SCE) at the notification of the contractor (Clean Harbors) to observe grading operations during the design remediation of the subject property. Stockpiled soil generated during excavation on August 22,2013 was loaded into two end -dump trailers and hauled offsite. Removal bottoms 1 and 2 were observed and mapped on field plans. The removal limits were measured and found to be consistent with project plans and specifications. Removal number 1 encompasses boring locations identified as HA -1, VB -37, HA -2, VB -36, HA -4, VB -40, HA -5, VB -39; HA -7, VB -43, HA -8, VB -42, HA -10, VB -46, and VB -50. Removal number 2 encompasses boring locations identified as B-1, VB -26, VB -25, VGW-6, VB -20, and B -19, -A, -B. The slot cut cell and the cell immediately south exposed standing groundwater approximately 6 to 12 inches deep. Crushed angular 1.5 -inch gravel was placed on the excavation bottom and compacted into the substraight, subsequently mirafi fabric was placed on the stabilized bottom and enveloped around approximately 2 feet of gravel. The gravel was compacted prior to wrapping over the top of the gravel. The mirafi was overlapped approximately 12 -inches where seems occurred. Spoils generated during today's excavations are stockpiles onsite. Compaction tests, where and when tested, indicated adequate compaction. If not adequately compacted the area is to be reworked and retested to confirm adequate compaction. Received by: 411 4 Leighton Consulting, Inc. Print: A LEIGHTON GROUP COMPANY ® DAILY FIELD REPORT Date: Page 1 of 1 603 DAILY FIEL® RER®RT 11�0 Leighton Consulting, Inc. AUDGM° GROUPCWP"` Project No 603404.008 IC No 99- Agreement 2013-1283 Project Name SCE -Newport Date 8/26/2013 Location 1516 Balboa BLVD Day M T W T F S S Tech CDL Author Chris Livesey Weather Sunny Hours 8.0 Client/Contractor SCE / Clean Harbors Sup[/Foreman Mitch Oda /Rafael Villolobos Miles 16 Feld Supervisor Joel T. Beckham Geologist Richard Williams Soil Engineer Dian Chandra Observation/Testing of: ❑ MASS GRADING ❑ PRECISE GRADING ❑POSTGRADING ®OTHER Equipment Working Today's yardage (1)Compactor 1 Backhoe 1 Bobcat 2 Export trucks Yardage to -dale Summary of Operations On site per client's (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property. The stockpiled soil generated during previous grading that occurred on August 23, 2013 was loaded into export trucks and hauled offsite. Import soil fill was placed in removal bottom number 2 in thin loose lifts, moisture conditioned and compacted with the sheep foot vibratory roller. Test No. Test Location Elevation/ Depth Soil Type Optimum Moisture Feld Moisture MoAnnum Density Feld Densily Rel. Comp. CF -1 1516 Balboa BLVD 5 1 7.5 7.8 135.5 128.5 95 CF -2 1516 Balboa BLVD 7 1 7.5 8.2 135.5 127.9 94 Received by Print Page 1 of 1 White:—File Copy Yellow—Client Copy Pink— Client/Agency Copy Gold — Field Copy DAILY FIELD REPORT eA kto Leighton Consulting, Inc. Project No 60- 3404.008 IC No 99- Permit No 2013-1283 Project Nome SCE-Newport Dole 8/27/2013 Location 1516 Balboa BLVD Day M T W T F S S Tech CDL author Chris Livese weather Sunny hours 8.0 CEenl/Controclor Southern California Edison / Clean Harbors Supt/Foreman Mitchell Oda/Rafael Villolobos Miles 16 Field Supervisor Joel T. Beckham Geologist Richard Williams Soil Engineer Djan Chandra Observolion/Tesling of: ❑ MASS GRADING ❑ PRECISE GRADING ❑POSTGRADING MOTHER Equipment working (])Compactor (]) Bockhoe 111 Bobcat (3) Export trucks (3)lmpod trucks Today's yardage Yardage to-dote Summary of Operations On site per client's (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property. The stockpiled soil generated during previous grading that occurred on August 26, 2013 was loaded into export trucks and hauled offsite. Removal bottom number 3 was excavated and mapped on field plans. The removal bottom encompasses borings identified as VB-21, VB-22, VB-23, VB-27, VB-28, VB-29, B-5, B-9, and B-10. The excavated material is stockpiled onsite to be exported. Approximately 2 feet of 1.5-inch crushed angular gravel was placed and enveloped in mirafi fabric within the 5 foot deep excavation in the vicinity of boring B-9. The gravel was compacted prior to wrapping the fabric over the gravel. Import soil fill was placed in removal bottom number 3 in thin loose lifts, moisture conditioned and compacted with the sheep foot vibratory roller. Test No. Test Location Elevation Soil Type Optlmum Molslure Feld Moisture Maximum Density Feld Density Rel. Comp. CF-3 1516 Balboa BLVD 6 1 7.5 8.5 135.5 123.1 91 CF-4 1516 Balboa BLVD 7 1 7.5 8.9 135.5 122.6 90 Received by Print Page I of I White — File Copy Yellow—Client Copy Pink— Cllent/Agoncy Copy Gold — Field Copy DAILY REPORT Prolecl No IC No I\ Author FIELD REPORT IC No Permit No 99- 2013-1283 Date 8/28/2013 Day M T W T F S S Chris Livesey Client/Contractor Southern California Edison / Clean Harbors Joel T. Beckham Supt/Foreman Mitchell Oda/Rafael Villolobos Geologist Richard Williams V Leighton Consulting, Inc. •tacrmxcuawcouravv Tech CDL Hours 8.0 Miles 16 Son Engineer Dian Chandra Equipment working Today's yardage Yardage to•dale I1)Compactor 11) Backhoe (1) Bobcat (3) Export trucks 1311mport trucks On site per client's (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property. The stockpiled soil generated during previous grading that occurred on August 27, 2013 was loaded into export trucks and hauled offsite. Removal bottom number 4 was excavated and mapped on field plans. The removal bottom encompasses borings identified as VB -24, VB -30, VB -41, VB-44,VB-45, VB49, HA -9, HA -11, and HAl2. The excavated material is stockpiled onsite to be exported. Import soil fill was placed in thin loose lifts, moisture conditioned and compacted with the sheep foot vibratory roller. Test No.I Test I Elevation Son I Optimum I Feld I MaAmum I Feld I Rel. Location Type Moisture Moislure Density Density comp. Received by White — File Copy Yellow—Client Copy Pink— CllontlAgency Copy Gold — Field Copy DAILY FIELD REP®RT Leighton Consulting, Inc. AU*1friNGRWPC0.' "` Project No 60- 3404.008 IC No 99- Permit No 2D13-1283 Project Name SCE-Newport Dale 8/29/2013 Location 1516 Balboa BLVD Day M T W T F S S 171 171 F1 R F1 n Tech CDL Author Chris Livesey Weather Sunny Hours 8.0 Client/Conircctor Southern California Edison / Clean Harbors Supt/Foreman Mitchell Oda/Rafael Villalobos Miles 16 Feld Supervisor Joel T. Beckham Geologist Richard Williams Soil Engineer Doan Chandra Observation/Testing of: ❑ MASS GRADING ❑ PRECISE GRADING ❑POSTGRADING ®OTHER Equipment Working (1)Compactor (1) Backhoe (1( Bobcat (4) Export trucks 18jlmporf [rucks Today's yardage Yardage toddle Summary of Operations On site per client's (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject properly. The stockpiled soil generated during previous grading that occurred on August 28, 2013 was loaded into export trucks and hauled offsite. Removal bottom number 5 was excavated and mapped on field plans. The removal bottom encompasses borings identified as VB-11, VB-12, VB-18, VB-35, VB-38, HA-3, HA-6, and VGW-3. The excavated material is stockpiled onsite to be exported. Import soil fill was placed in thin loose lifts, moisture conditioned and compacted with the sheep foot vibratory roller. Buried construction material was excavated in the vicinity of boring VB-11. Groundwater was encountered in the 5.5 deep excavation in the vicinity of boring VB-11, approximately one foot of 1.5-inch diameter crushed angular gravel was placed and compacted prior to the placement of mirafi geotechnical fabric. Test NO. Test Location Elevation Soil Type Optimum Moisture Feld Moisture Maximum Density Field Density Rel. Comp. CF-5 1516 W. Balboa 6 1 7.5 7.5 135.5 128.7 95 CF-6 1516 W. Balboa 7 1 7.5 7.7 135.5 129.1 95 Received by Print Page 1 of 1 White — File Copy Yellow—Client Copy Pink— Client/Agency Copy Gold — Field Copy DAILY FI€L® REP®RT ko Leighton Consulting, Inc. "EE'GKINGNWYCOMP Project No 603404-008 IC No 99- Permit No 2013-1283 Project Name SCE-Newport Date 8/30/2013 Location 1516 Balboa BLVD Day M T w T F S S Tech JWJ Author Jeff Johnson Weather Sunny Hours 5.0 Client/Contractor Southern California Edison / Clean Harbors Supt/Foreman Mitchell Oda/Rafael Villolobos Miles 16 Field Supervisor Joel T. Beckham Geologist Richard Williams Soil Engineer Dion Chandra Observation/Testing of: ❑ MASS GRADING ❑ PRECISE GRADING ❑POSTGRADING ®OTHER Equipment wanting Today's yardage (])Compactor (t) Backhoe I]) Bobcat (4) Export trucks (8)1mport trucks Yardage lo-date Summary of Operations On site per client's (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property. The stockpiled soil generated during previous removals on August 29, 2013 was loaded into export trucks and hauled offsite. Removal bottom number 5 was continued today. The excavated material is stockpiled onsite to be exported. Import soil rill was placed in thin loose lifts, moisture conditioned and compacted with the sheep foot vibratory roller. Groundwater was encountered in the 5.5' deep excavation toward the north end of removal bottom number 5; approximately one foot of 1.5-inch diameter crushed angular gravel was placed and compacted prior to backfill with moisture conditioned sand. Density Tests, where taken, show relative compaction of 90% or greater relative to the laboratory standard. Test No. Test Location Elevation Soil Type Optimum Moisture Feld Moisture Maximum Density Field Demily Rel. Comp. CF-7 1516 W. Balboa 5.5 1 7.5 7.7 135.5 125.6 93% CF-8 1516 W. Balboa 6.5 1 7.5 8.9 135.5 126.7 94% CF-9 1516 W. Balboa 7.5 1 7.5 5.0 135.5 124.5 92% CF-10 1516 W. Balboa 5.5 1 7.5 6.0 135.5 125.2 92% Received by Print Pope I of 1 White — File Copy Yellow—Client Copy Pink— ClienVAgency Copy Gold—Field Copy DAILY FIELD REPORT �r to Leighton Consulting, Inc. AUVGWONM°"°CeMP' Project No 60- 3404.008 IC No 99- Permit No 20131283 Project Name SCE -Newport Date 9/3/2013 Location 1516 Balboa BLVD Day M T W T F S S Tech CDL Author Chris Livesey Weather Sunny Hours 8.0 Client/Contractor Southern California Edison / Clean Harbors Supt/Foreman Mitchell Oda/Rofoel Villolobos Miles 16 Feld Supervisor Joel T. Beckham Geologist Richard Williams Soil Engineer Dian Chandra Obsewolion/Tesling of: ❑ MASS GRADING ❑ PRECISE GRADING ❑POSTGRADING MOTHER Equipment Working Today's yardage (])Compactor (1) Backhoe (II Bobcat (6) Export trucks (4)lmport trucks Yardage to -date Summary of Operations On site per client's (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property. The stockpiled soil generated during previous grading that occurred on August 30, 2013 was loaded into export trucks and hauled offsite. Removal bottom number 7 was excavated and mapped on field plans. The removal bottom encompasses borings identified as VB -3 and VB -3: The excavated material is stockpiled onsite to be exported. The stockpile is staged on visqueen over previous areas excavated and backfilled. Import soil fill was placed in thin loose lifts, moisture conditioned and compacted with the sheep foot vibratory roller. Test No. lest Location Elevation Soil Type Optimum Moisture Field Moisture Maximum Density Feld Density Rel. Comp. CF -11 1516 W. Balboa 8 1 7.5 8.3 135.5 127.2 94 CF -12 1516 W. Balboa 8 1 7.5 7.9 135.5 126.7 94 CF -13 1516 W. Balboa 6 1 7.5 8.9 135.5 133.0 98 Received by Print Pae I oft White — File Copy Yellow—Client Copy Pink— Client/Agency Copy Gold — Field Copy ®AI LY FIEL® REP®RT VI Leighton Consulting, Inc. ""U'"°"`"°"°C0e°"r` Project No 60- 3404.008 IC No 99- Permit No 2013-1283 Project Name SCE -Newport Date 9/4/2013 Location 1516 Balboa BLVD Day M T W T F S s Tech CDL Aulhor Chris Livesey Weather Sunny8.0 MOOR COenl/Coniractor Southern California Edison / Clean Harbors Sup!/Foreman Mitchell Oda/Rafael Villolobos Maes 16 Feld Supervisor Joel T. Beckham Geologist Richard Williams Soil Engineer Dian Chandra Observolion/Tesling of: ❑ MASS GRADING ❑ PRECISE GRADING ❑POSTGRADING ®OTHER Equipment Working (I )Compocior I I I Backhoe 111 Bobcat 121 Export trucks (8)lmport trucks Today's yardage yardage to-tlate Summary of Operations On site per client's (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property. The stockpiled soil generated during previous grading that occurred on September 3, 2013 was loaded into export trucks and hauled offsite. Removal bottom number 8 was excavated and mapped on field plans. The removal bottom encompasses borings identified as VB -2 VB -8, VB - 14, VGW-2, B-2, B-3, B-4 and B-7. Import soil fill was placed in thin loose lifts, moisture conditioned and compacted with the sheep foot vibratory roller. An approximate 3 -inch diameter metal pipe was observed in the northeast vicinity of the removal, the pipe was capped prior to placement of backfill. Test No. Test Location Elevation Sal Type Optimum Moisture Field Moisture Maximum Density Feld Density Rel. Comp. CF -14 1516 W. Balboa 5 1 7.5 7.9 135.5 122.1 90 CF -15 1516 W. Balboa 6 1 7.5 8.5 135.5 123.5 91 CF -16 1516 W. Balboa 8 1 7.5 9.2 135.5 122.8 91 Received by Print Page 1 of I White — File Copy Yellow—Client Copy Pink— ClfenVAgency Copy Gold — Field Copy DAILY EIEL® REP®RT 1.10 Leighton Consulting, Inc. A1E10e' GROUP° J` " Project No 60- 3404.008 IC No 99- Permit No zols-Inas Project Name SCE -New ort Date 9/5/2013 Location 1516 Balboa BLVD Day M T W T F S S Tech CDL Author Chris Livesey Weather Sunny Hours 7.0 Client/Contractor Southern California Edison / Clean Harbors Supt/Foreman Mitchell Oda/Rafael Villolobos Miles 16 Feld Supervisor Joel T. Beckham Geologist Richard Williams Soil Engineer Dian Chandra Observation/Testing of: ❑ MASS GRADING ❑ PRECISE GRADING ❑POSTGRADING ®OTHER Equipment Working (I)Compactor (1) Backhoe (l( Bobcat (2( Export trucks (8)lmport trucks Today's yardage Yardage to -date Summary of Operations On site per client's (Southern California Edison Company, SCE) request at the notification of the contractor (Clean Harbors) to observe grading operations during the designed remediation of the subject property. Stockpiled import fill was used to bring site elevations to approximate rough grade. The fill was placed in thin loose lifts, moisture conditioned and compacted with the sheep foot vibratory roller. Final grade compaction tests were performed in random areas, the tested areas were cleaned of loose fill left inplace by the sheep foot roller. Leighton is not responsible for line and grade certification. Monitoring well P-1 was removed. Test No. Test Location Depth Soil Type Optimum Moisture Feld Moisture Maximum Density Field Density Rel. Camp. CF -17 1516 W. Balboa FG 1 7.5 8.3 135.5 131.2 97 CF -18 1516 W. Balboa FG 1 7.5 7.6 135.5 125.7 93 Received by Print Pa e I of I White — File Copy Yellow—Client Copy Pink— Client/Agency Copy Gold — Field Copy Appendix B Uniform Hazardous Waste and Toxic Substances Control Act Manifest Continuation Manifests o Run Date: 9/2712013 � o' nMeb YRIII Manifest Tracking Report Manifests generated from 8/4/2013 through 9/27/2013 Mnfst No Generator EPA Id Generator Job Site Address Sales Order Tran 1 Mnfstd Fad6ly Name Gen Sign Mnfstd Mnfst Weight Code Date Facility Return 'Ticket - Recd Dale Days 004094876FLE CAC002741293 S026935 1516 Balboa Blvd. LF77B1527-002 Remedial Clean Harbors Grassy 8122/2013 81232013 1 View ticket _ Newport Beach, CA Transportation Services Mountain LLC 92663 004894877FLE CAC002741293 5026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy 8222013 8/232013 1 Vow ticket Newport Beach, CA Transportation Services Mountain LLC , 92663 006533488FLE CAC002741293 5026935 1516 Balboa Blvd. LF7781527-002 Remedial - Clean Harbors Grassy 82212013 61232013 1Mew lickel ` ' Newport Beach, CA Transportation Services Mountain LLC 92663 006533482FLE CAC002741293 S026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy 81222013 8232013 1 View lirket i Newport Beach, CA Transportation Services Mountain LLC 92663 '0065 0926ELE CACOD2741293 5026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy 8/232013 8/262013 5 View IickCt ' Newport Beach, CA Transportation SeMces Mountain LLC .92663 006590927ELE CAC002741293 S026935 1518 Balboa Blvd. LF7781527-002 'Remedial Clean Harbors Grassy 823/2013 812612013 5 View ticket Newport Beach, CA Transportation Services Mountain LLC 92663 006590639FLE CAC062741293 S026935 1516 Balboa Blvd. LFFT781527-002 Remedial. Clean Harbors Grassy 812612013 8127/2013 2 View ticket - Newport Beach, CA Transportation Services Mountain LLC 92663 006590640FLE CAC002741293 S026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy 8126/2013 8/272013 2 View lickei Newport Beach, CA Transportation Services Mountain LLC 92663 006590041FLE CAC002741293 S026935 1516 Balboa Blvd. 1_FT781527-002 Remedial Clean Harbors Grassy 8272013- 812612013 1 View ticket - Newport Beach. CA Transportation Services Mountain LLC 92663 00659OWFLE CAC002741293 5026935 1516 Balboa Blvd. LFT781527-002 Remedial clean Harbors Grassy 8272013 8282013 1 ticket Newport Beach, CA Transportation Services Mountain LLC 92663 , 006%OWFLE CAC002741293 $026935 1516 Balboa Blvd. LF7781527.002 Remedial Clean Harbors Grassy 8127/2013 828/2013 1 View lickei i Newport Beach, CA Transportation Services Mountain LLC 92663 006590644FLE CAC002.741293 S026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy 828/2013 8292013 1 View Eckel Newport Beach, CA Transportation Services Mountain LLC 92663 0.0659 045FLE CAC002741293 5026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean 1larbors Grassy 828/2013 81292013 1 View ticket Newport Beach, CA Transportation Services Mountain LLC 92663 006590946FLE CACCO2741293 S026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy 61282013 , 8292013 1 View ticket • . ' Newport Beach, CA Transportation Services Mountain LLC 92663 - 006590647FLE CAC002741293 S026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy 8129/2013 81302013 1 View Eckel Newport Beach, CA Transporlellon Services Mountain LLC 92663 Manifest Tracking Page 1 •�'o Run Date: 9 272013 IeanHarbo%. Manifest Tracking Report ` Manifests generated from 8142013 through. 9/2712013 Midst No Generator EPA Id Generator Job Site Address Sales Order Tran 1 Mnfstd Facility Name Gen Sign Mnfstd ' Mnfsl Weight Code Date Facility Realm Ticket Recd Dale Days 006590648FLE CAC002741293' S026935 1516 Balboa Blvd. LFT781527.002 Remedial Clean Harbors Grassy 8292013 8/302013 1 Vmw ticket Newport Beach, CA Transportation Services Mountain LLC - 92663 006590649FLE CACOD2741293 S026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy '8/29/2013 8!30/2013 1 View ticket .. Newport Beach, CA Transportation Services Mountain LLC 92663 006590650FI-E CAC002741293 5026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy 8292013 8130/2013 1 View licket. • Newport Beach, CA Transportation Sorvlces Mountain LLC 92663 006590651FLE CACDO2741293 5026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy 8130/2013 9/32013 4 View ticket ` Newport Beach, CA Transportation Services Mountain LLC 92663 006590652FLE CA0002741293 S026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy 8/302013 9/3/2013 4 View ticket Newport Beach, CA Transportation Services Mountain LLC 92663 006590678FLE CACCO2741293 S026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy 8/302013 9/3/1013 4 .View ticket Newport Beach, CA Transportation Services -Mountain LLC 92663 006590879FLE CAC002741293 S026935 1516 Balboa Blvd. LF7781627-002 Remedial Clean Harbors Grassy 8/3012013 9132013 4 View racket Newport Beach, CA Transportation Services Mountain LLC 92663 006590681 FLE CAC002741293 5026935 1516 Balboa Blvd. LF7781527.OD2 Remedial Clean Harbors Grassy 81302013 9132013 4 Plow ticket . Newport Beach, CA Transportation Sorvices Mountain LLC 92663 006590683FLE CAC002.741293 5026935 1516 Balboa Blvd. LF7781527-002 Remedlal Clean Harbors Grassy 8/302013 9/312013 4 View ticket Newport Beach. CA Transportation Services- Mountaln LLC 92663 00659OB85FLE CAC002741293 5026935 1516 Balboa Blvd. LF7781527-OD2 Remedial Clean Harbors Grassy 8130/2013 9152013 6 View ticket. Newport Beach, CA Transportation Services Mountain LLC 92663 006590686FLE CAC002741293 5026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy 8!302013 9132013 4 View ticket Newport Beach, CA Transportation Services Mountain LLC 92663 006590687FLE CAC002741293 5026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy 91312013 9142013 1 Y1aw licket Newport Beach, CA Transportation Services Mountain LLC 92663 006590689FLC CAC002741293 5026935 1516 Balboa BIW. LF7781527-002 Remedial Clean Harbors Grassy 91312013 9142013 1 View licket Newport Beach, CA Transportation Services Mountain LLC 92663 006590691 FLE CAC002741293 5026935 1516 Balboaelvd. LF7781527-002 Remedial Clean Harbors Grassy 9/312013 9142013 2 View licket ' Newport Beach, CA Transportation Services Mountain LLC 92663 ' 006590693FLE CAC002741293 S026935 1516 Balboa Blvd. LF7781527-DO2 IVHaru Comapny Clean Harbors Grassy 9/312013 9142013 1 View ticket Newport Beach, CA Mountain LLC _ 92669 Manifest Tracking Page 2 IeaiHrb a Manifest Tracking Report Manifest Tracking Run Date: 927/2013 Gen Sign Mnfetd Mnfst Weight Date Facility Return Ticket Recd Data Days 9/3/2013 9142013 1 Viewficknt 9/312013 9162013 3 Viewlickel 9142013 ' 9/52013 1 View ticket 9/42013 9152013 1 View lirket Page 3 Manifests generated from 8/4/2013 through 9/27/2013 Mnfst No Generator EPA Id Generator Job Site Address Sales Order Tran 1 Mnfstd Facility Name Code 006590695FI.E CA0002741293 S026935 1516 Balboa Blvd. LF7781527-002 Hemandez Transport Clean Harbors Grassy Newport Beach, CA Mountain LLC 92663 006590696FLE CAC002741293 S026935 ' 1516 Balboa Blvd. LF7781627-002 Remedial Clean Harbors Grassy Newport Beach, CA Transportation Services Mountain LLC 92663 006590699FLE CAC002741293 5026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy Newport Beach, CA Transportation Services Mountain LLC 92653 006590701FLE CAC002741293 S026935 1516 Balboa Blvd. LF7781527-002 Remedial Clean Harbors Grassy Newport Beach, CA Transportation Services Mountain LLC 92663 Manifest Tracking Run Date: 927/2013 Gen Sign Mnfetd Mnfst Weight Date Facility Return Ticket Recd Data Days 9/3/2013 9142013 1 Viewficknt 9/312013 9162013 3 Viewlickel 9142013 ' 9/52013 1 View ticket 9/42013 9152013 1 View lirket Page 3 • Please RnR9P,7W&dffdi09ned for use on aide (12 -pitch) typmvrilar.) 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Gmve emrS PrarxdRyxa oma igneare �anor.r. yay ' �/T'G{�cL L (%O yrs �.; r. t/• ��. � �. 16.1mema•;ore]5Npmetus r - '❑Impadlo U,S.. - ❑E�pmtfmm U.S.• Pod of enbyleait - Tiansponar signature forex orli only):Oate raavl U.9: „vim • .. . 17: TmnspefluAtknAiedpoddRemptol Ma:edals - _ - .. . Tran//lW.r's'r l Pint )/.'d111Part Name. .--; ee� 4aWm y ear TranspMer2 Pdnled/(yped Name -- kyJaW[,g/ "Year . r . te'.Dlsmeptiny' 11screparky lnd4epm Space ❑ OuanEy - - ❑Type F-3 Residue ❑Pallial Reled]s ❑Fug R*,firn ' - Manifest Reference Number. - �:fab.PttemetaFacDq:(acGeneralor)_.__-- -US.EPAIDNumber:''`' — 7 • LL FadL Phone: ,� 1ac.5'GreaiodAlNms9 Far3ry(wGenema0 I/wh Day ,y& z - ,n�—, 19,Hazortlms'Wasur Report Mbragement Malhed Cadee(.e.,cades fm harrdms waslcbcaMertl disposal, and logd'ngsyssurs)' O Y. '• 30 2.' 3. 4• - 20.0a*gA:a FH81t9'0nnaruOpemJs'FoG5ce0en oliaed olliamdodmaL•rkhap.xrtd by No man]• pt aero in llemt��&j flf 9 F" ! ,., S'gnna!m V Monty t:HA FOmRB7alFzz (Rev, 3-05) ProVldua Win0ns are 0aeale1e:. DESIGNATED FACILITYTO GENERATOR, ClNeagarir : ° GM _ D {, '.LOA SUMMARYrRECORD ENVIRONVIENTALSERVICES°r -z y ;'LOAD;DiSPOSO.L`.DESTINATION' ❑ ❑�/ ❑ SPOT LL_ _ STABILIZATION RCRA CETSCA CEL [�O STAQILIZATION i 1 �w`OADTRKQRfiAT1G0,r 7093%1 lb FOSS PLANT DROPPED RNALCODE REVIEWED WEIG GR MANIFEST RECEIVED lAtum 0 lb •TARE 6d e Lj C� 70930 lb KET DATE LOAD NO. - 3 • GENE ATOR HAULER ' 23114us/20.3 14:15*58 � i ORDER NO. DRUMNO. - GROSS lbs. /" 73900 . ' ORDER I TPRE ills• 31 • TRUCK NO. CONTAINER NO. (s)/ RAILCAR NO. i WT lbs. 47560 C-ONTAINER TYPE: LOAD COUNT (RAIL ONLY): T ED G fiT'-EB' V OTHER 1 2 3 4 - OPERATOR SIGNATURE COUNT DATEt 1�lv LNE WASFiQUTi1(dFORMATIQIV fig; I STAftAP; -F ,���WASHOUT WASHOUT: TYPE ' Y69 NO INTERIOR EXeRIOR WASHOUT SIGNATURE DATE ' DRIVER SIGNATURE' DATE ..•••; • 'a`,ITEM ^f Y.eCOMMENTS�y�'�`ifs..�W.'�=r�F���:n�"��.`�?i��`�.'"`,':'�I�OAME,�, '.�.�.�'��s1f��k��:��,:^_Y>h.��'�h{ .'";aDATE Clean Harbors'Grassy Mountalii Facility, Tooele County, Utah // . `PINK WHITE •Facility CANARY -Generator -Transporter GREEN -Receiving GOLD - Operations ' CHI 208 Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 8848900 CERTIFICATE OF DISPOSAL Generator Faclllty Name: Newport Sub Generator Address: 1218 S. Fifth Avenue ATTN:WaterM'aste Group Monrovia, CA, 91916 Generator Contact Name: Sales Order#: , LF7781697 Date Received: 8/23/2013 Generator EPA ID: CAC002741293 Load #: 13006552 Manifest A 004894876FLE Original Date Removed Unit Serial # / Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID Description Date Disposal 33255741 ' WV2013 CM 004894876FLE41 PC5 Sands For Landfill 812312013 Landfill Grassy Mountain, UT Fedtty Under CNII and Criminal Penalties of Law for the making or submission of false or fraudulent statements or repnssentanons (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the Information contained In or accompanying this document is true, accurate, and complete. As to the Identliled sectlon(s) of this document for which I cannot personally verify truth and accuracy, I certify as Ihe'company official having supervisory responsibility for the persons who, acting under my direct Instructions, made the verification that this Information Is true, accurate, and complete. j Authorized Agent i Page 1 of 1 Wednesday, September 04, 2013 Date Roam arintop!vDo:(F'jnd(;slon64i&�us'eon eIR902-oitch) Kmirited" Faro AD6icvtiE. 091f Nb: 20LM039 EPA Fcmin 8700.22 (Rev. 3-U5) FAvous edillorts are obsolete. DESIGNATED FACILITY TO GENERATOR lJNIMZMHAZAftDOUS I.GerumiterlD,Number - 'ftSTE 4-19v� 004; Z,:F&i I Z4, -s - 12.P i of 1 3. Emergency ReWomn, Phone 4. Manifest Trucking Number 0048-94877 MANIFEST -FL"E MalkVm�dross 4as-oVV3194 9Tp vriON 4t7 , � Gerumentefsphon, 5.Transports icorn;a Company .U.S. EPA ID Number 7. y-mrspow2canpanyNerrue U.S.EFAIDNum.bar iniad Favi dLMEQVw rA-2 r FacAll ?a Phw.e: ga, 91b, US. COT DescriMn fnciudhg Proper Vpping Namov.1fazard gess, ID Number, 10!Cadairere ii.TGIW 12. Wt No. TYPD HM. pxJPacking Gmup(ifany))LIvol QUaltitY W .13.WasteCodw :0 JT 2. 3. *4 5 -dWRUd I Doormsfion. tick al. 15. GE4EMTOR'rdOFFEROR'SCEKnFICATION: ydmcdbedabmbyMpmpushi.p*ngnadle arid m tasslhd, pad2ged, EPAAftomiAmenlorcorse FjWft. ITtly ftl the =irds of He =sVvromt conform to tllo berme; of Ne ab&W mt. I cerfify hat be nsto mW;rhallon statement Idwillied lnPZFR 26217(a) 91 am a larga bigna - M. Ay ie. Intematioml sNqmMt3.❑Impod to U.B. ❑FFApart from U.S. P111flIllylau'r. Ttansportar signalum (for exports W, 9 Date icaving U.S.: 0 T W iteryped NOMC I bigna Year. 077; 6 Z TMnVVW2F9AtedfTypedNBMe riaueWM- LM, Year 15 Is. Wscrepqc/ fee. D;wegM Inckafan Spate El fl"Ut, Elyp. 1:1 Rlill, E3pwwRe),ecW. EIF*trlftie*'n Manliest Reforeme Number. U.S.EPADK'u-.Lb-r FacWSPW.e: 15c.SlgMbseolAIL-MuoF8a4(crCeWaW* M"Ah Day. Year z CD 19.HazmtomV&.qeReponM=gememKiaftWCadnCLe.codebrI ous %wte tmaTrvml, disposal, and recycling systems) 2.3. 1 4. PrInle woonYear- 59woure, �J///, wt P5 EPA Fcmin 8700.22 (Rev. 3-U5) FAvous edillorts are obsolete. DESIGNATED FACILITY TO GENERATOR ;: lean € GM - LOAD SlBM9UlAFiV ENVIRONMENTAL SERVICES' .FiEC0 . LOAD DISPOSAL DESTINATION r ❑ ❑ ❑ SPCT STABILIZATION RCRA CELL ' TSCA CEL STABILIZATION ;. I1 44 f } 13 73 2 bra alb GROSS N TRACKING; INFQFIMATIO 0 lb TARE „LOAD ' PLANT. DROPPED FINAL CODE REVIEWED WEIPkITS "GRIDS MANIFEST+ 7%3;?�Q,: lb NET RECEIVED . DATE LOAD NO:; 23/Ates/2013 14!12.20 1 ' GENERATOR HAULER GRUa lbs. 78500 C TARE lbs. 31520 t ORDER NO. DRIJM NO. HET lbs. 47060 LIr q I 343at573F TR%U%CK Nd.� CONTAINER NO. (sy RAILCAR NO. _ CONTAINER TYPE:..LOAD COUNT (RAIL ONLY): ED FB V OTHER 1 2 3 4 ir "OPEViAMITSIGNATURE COUNT DATE !�«rLOAD11Vs„ASHOUTINFOi3M;4TIOPl` �� �`y,�$WAStiOUT,�STAfiAP�',�.r� ' WASHOUT:, TYPE: Y07 NO INTERIOR ;” E)(gRIOR WASHOUT SIGNATURE DATE f DRIVER SIGNATURE DATE . „I ITEM uCOflAMENTS t, rr x it+r viy * ` f N A AME'`,( E 5 5 x w • :. Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE'- Facility CANARY - Generator PINK -Transporter GREEN - Receiving' GOLD - Operatioris CHI 208 . bra Clean Harbors Grassy Mountain LLC 4# 3 Miles East Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 8848900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Generator Address: 1218 S. Fifth Avenue ATT1,10aterM7aste Group Monrovia, CA, 91016 Generator Contact Nhme: Generator FPA ID: CAC00274f293 Original Date Removed Unit Serial #I Material CHID # From Service Type Customer ID Description Sales Older#: LF7781697 Date Received: 8/232013 Load #: 13006549 Manifest M 004894877FLE Disposal Method of Disposal Facility Date Disposal 33255736 827!2013 CM 004894877FLE-3/ PCS Solids For Landfill 8222013 Landfill Gravy Mountain, U7 Facility Under Civil and Criminal Penalties of Law for the maldng or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 cantly that the Information contained in or accompanying this document is We, accurate, and complete. As 4o the identi0ed section(s) of this document for which I cannot personally verify truth and accuracy, I ceniy as the company official having supervisory responsibility for the persons who, acting under my direct Instructions, made the verification that this Information is We, accurate, and complete. Authorized Agent i Page 1 of 1 I Wednesday, September 04, 2013 Date Pim:se arint or It%9 UF.dioidasidnedfor use on elite A Form A;:Droved..OUS-1,'0. 2050 -Mg EPXForrn670a:P.HRv3-(X) Pievrous,'editrcrnsliFebbsolete. DESIGNAltD,FACILITY-T6 GENERATOR UMFORM1. C�--atw 10 Number. 2.fta.lof .e �, t TM&Ing NunrtW 3.Fjnu;mxyRespors.eFhon�4.MaLufu FLE WASTEZV11-k -00-6-5334 88 S. cienemws 14 a T! w -1 cv51-9 M a!— PA.'JY 17Ab*;5 -f-T"r)i A r oALSOAv evoo. A I - A -3-:14Q. 4i, I'. - 7-*7r"m - i - -17c- - .." T75tn pote pTampanyNaine. u -'A! T. Transperffir 2 Cdntpany Name, i EPA1DNWrnaer U.S.EPAIDINLunber PA I LeS- ? 9L • .6b. -US. D.Crr Descri*i (Inducthng.Proper Shy*g 9= Hazand Clam. 10 Number. 10. Can rs LO. II.Total 12L urft 13. WSID'Cdo-o - -HM p and addnj6auj(if�4�1,r,- Oianflty kNal: 1.900 FIC". k94`b,410 . VI• soul DXJ�bo' - 6T a !LYXI'l AK 0014 ki- i.. z _Af�A.-,'-spo 2: 3. :14. Special Owging Inshuctions and Additional Infourpton L41t4 -*Oq tze; - nnaWandia lcerbfyfial fcer:�y� N6ui;t&ff,in -uiaIirxnitdma3iedlnaCFF saiirabi oi (b) ff I ina'a wall cugn 0. _262Zr(s) (if I a tMe juinlityl§e 6��O�ls bu PqI*dIfyped LRY Year. `7 + 18.-Inuernat hipirelts, k -oI 0trylodc ExporthomU.S. n we ffor as only): Oab leming U.S-- Transoolusig'nat," 'expo 11. TrariportffAdinW.edgrnent Opelpt of Matarials .m/—pogftbd Fripledffyped Nan n y. . �/ &.94J 1 f 7 TrftspcPz 2 FranaWlyrad Name 5ignAuve f•: .Mors �ay YMf Tlaxisaopeney I 14, Dh�rupany bdeabo" -tPbe-. El dta6ly E37ype '•E)ParUlREjedM • • • "M an lab. Alternate Fircillty (crWmlar) US.EPAIDjNumbir LL FacliVOhcre: 18[S;gmtseo'AltemaxFac,5v(otGmmtw) Month gay. xeqr 19. Hazardous Wase Repan Maragernamt M41a Codaio:&. cxlm for hazardous w3li IrealmeM, dispmal,ardrecycringsy-Ietns) 3. 4. 20 Prlfttsd� effMarnew v hronin. - Day Par I w EPXForrn670a:P.HRv3-(X) Pievrous,'editrcrnsliFebbsolete. DESIGNAltD,FACILITY-T6 GENERATOR ! Y --NO ! INTERIOR a R W OUT SIGNATURE D 01 k -Z3 /3 1 DRIVER SIGNATURE E DATE I 1 i I Clean Harbors Grassy Mountain Facility„Tooele County, Utah C� i WHITE - Facility CANARY• -Generator PINK - Transporter GREEN - RecelVing GOLD - Operations' iCHI 208 GM .3 LOAD SUIViIUTARY:RECOR� I ENVIRONMENTAL SERVICES' - • % 1 I• ;LOA® DISPOSAL ESINATIOPd ' " ;,<•. - i POT•`1 ' STABILIZATION RCRA CELL_ TSCA CEL STABILIZATION' .. . �.,.� I:OADTRACKING'INFORMATION°yF?;fiw',<. 1:57 082313 P �� •DROPPED FlNALCODE REVIEWED WEIGHT GRIDS MANIFEST 79251) 1b GROSS - Q� 0 bTARE I l 792'60 ib IST WT DATE ' LOAD NO. •. ' ' 23/Aug/,013: 14:08:44 GENERATOR . HAULER !GRCISS 1).1 lbs. 79260 • ORDER NO. • DRUM N0. TARE Itis; 31680 G MFT lbs. 47360 TRUCK NO. CONTAINER NO. (s)/ RAILCAR NO. CONTAINER TYPE - .LOAD COUNT(RAILONLY): ` j EC/6 lT FB V OTHER 1 2 3 4 • ! Y --NO ! INTERIOR a R W OUT SIGNATURE D 01 k -Z3 /3 1 DRIVER SIGNATURE E DATE I 1 i I Clean Harbors Grassy Mountain Facility„Tooele County, Utah C� i WHITE - Facility CANARY• -Generator PINK - Transporter GREEN - RecelVing GOLD - Operations' iCHI 208 Clean Harbors Grassy Mountain LLC .3 Miles East Miles North of Knolls Grantsville UT, 84029 UT0991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: NewportSub Generator Address: 1218 S. Fifth Avenue A7rN:Water/Waste Group Monrovia, CA, 91016 Generator Contact Name: Sales Order#: LF7781697- .- Date Received: 82312013 Generator EPA ID: CAC 741293 Load #: 13006551 Manifest #: 006533488FLE Original Date Removed Unit Serial If I Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID - Description Date Disposal 33255740 827/2013 CM 006533488FLE-21 PCB Solids For Landfill 812 312 01 3 Landfill Grassy Mountain, UT Facility Under Civil and Criminal Penalties of Law for the maldng or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the information contained in or accompanying this document is true, accurate, and complete. As to the Identified section(s) of this document for which 1 cannot personalty verify truth and accuracy, I certify as the company official having supervisory responsibility for the persons who, acting under my direct Instructions, made the verification that this Information Is true, amurate,'and complete. Page 1 of 1 Wednesday, September 04, 2013 Authorized Agent Date Page 1 of 1 - .Please print atype.;(Foml•designed�for use on elite'. 12-pitch)type'miier:)=. ' FortnAo'aoved: OFA3"\o. 2056.0039 -EPAF mn 700'(Rov.3-05)pmvioLs'edit(cmamobsolete. "DESIGNATED-FACILITYTOGENERATOR UNIFORM HAZARDOUS ' WASTE 1.Genemtw 10 Number q-;• .me �) 2Page i.of 3. Fmergeray Respons¢2Phone AManite�styTrack�ln„gpryume¢r(g -I �` ... MANIFEST LL�GXL,Z . G S:Generabla ameand Maabg Address Genemrors5rtzAdOe sorailerentlhanmaBngaddress)' Glc.(J(ti16 1. lrt 1 4 iJ 1A+ 171SOhi. �`7'k�y' 4C.L'lzId?A '�jL�i fri W"'Ve. I Z(.i5 sj , ,�F..®i�6 +eTT�'•. N K1(?p7 j Cdr., PMApugcdlest. �Zlo6.3, ' Genembe.s phwee. -li4 . G. transporun- ompany Name U.S. EPAID Number (ZL�'n'cCVCI.:_..'FT1.�ti1S(SG ta-rlCjr�l.,.G7 ix'?�'iG �j' '• dcGY 1etV i- 7.Transpener2CanpanyName', U.S.EPAIDNumber. B Designate Fa iy Name and'Slte Address U.S. EPA ID Number ' (s4.�•l-�h1 41u^ �T'sV�'�7 �'�`�?� �] hl�{ F.1 k:.i,�G� .. `Yy.lvr Fedi s0 r aZ ga, sti.P.9:06T DescdPron(ncludng Proper Shipping Name, Hazab Class, lO Number,, ' Gmup(dalyy) : t0.Conl2ineis: 11. Tow ' -'.12.UNt 13. V7asle Codes . . NM .and;P,ddng Na. .•.TYPe Cuanfiry , WtNol: 1.�+pr� �� �c'•tiTg-'�Lp't�, wn'�irE �oC..1 E'er Z6 . NOhS • � <• f 't6PGS i ' ::.. ET �aIC@ .. ...... :.G1 rJ• M�ia� �'S 1S �7Q lF�lA`SSC1AAc %'''��. M 3. .. .. r I id. Special Handling lnsbucdaha and Add:lional In`prmaUen 15., GENERATOR'SIOFFEROR'S CERTIFICATION: I herebydetlara,thatgie contents oftins consNpunenram (dy and aaumalyde;aibedabwe by the {roper slipping {eme, aW are classified, padiaged, madied end labe!sd7placarded, en4are InaA r�pec5 N grope; conditlan4or Imrupod zaoifing ro apPficrble in�are0ohal'and natlollal9mana!entel regu]a11M. U.exfad sh!pment and I am the Primary : -, ' ..nl: Ei�poder,, Iiergfy that the contents of this ccrdgnm tcOM0mi rolhe tains al NmrF, :. e ated EPAACImar6egmenl of. ' Fau6fy that the wasro mmim'vaDan malement identifiedhl48 CFR 262.27(a)(Nlamadaryequan6ty generator}w(b}(Rlamquan6ry Sen rstor}'ISWe..,; ' GemeratorsiOlecors.Pmuearlypw Neume.Ngnapre 1vtonuh. Day 'A- VIZIL '. ..F16. Intemallonal5h'rymen5 .. ❑Impod'taU.S. .. .. ❑ Expgrtfr. U.S.' Poriolim laxie: z . . Tmns,orl^r sl �lureQwexpods ord M: Date 'g U.S.: ' w 17. Tr5nsporter,Acknoodgm tOf.Re Iptof Materials ' PC Transpoderl Pan yp\/P,,[�'.R,p/me' '�(J1} j 'gnatum Year d �.: Q Transporter 2 PnNedEq Name, '§naNr ;_.:� •640CM Oay-• YjpY- 18.01saePara. q% :. . 18a. gsprepanry,,IndiaAn Space Lf Dua .b. ❑Type- • ❑ResMue ❑PaNel Raledbri ❑F.UR RelecOdd. ' ' Makfasi eferem, Number.. F 18b.Alxmale Fadity (w Generator) , " US.EPAIPNumber• , .. !�. F.zcil sP crie-.. .... :. .' .' w 18c SIgulumotNtemala Fadfi!y'(ar Geuwator}. •. - Month •Oay Year G z y'15.Hazardom VYaste Report Managamanl0.!eNod Cddes(.e, codes for hazardous waste treatment, disposal', and recycling systems) : _ 20 Desg-'. E4tycimeror,0pemfor Ce N7kathmofrecankofhaiardous materials covered by the manifest u6pl.as}ilt-Ngllem l8a : 1, Po a YTypN Vame "�t. � ' S1gnallde ' bfon th 'Jay ea / />'�ll�'� C ,? .��� -EPAF mn 700'(Rov.3-05)pmvioLs'edit(cmamobsolete. "DESIGNATED-FACILITYTOGENERATOR hay �.•.® :F r GM tOAD.SUMMARYRECORp' ENdIRONAAER7AlSERdICESm •> ^.•.� -.-. -... - :�•%'' _ "LOAD DISP.OS" L•DESTINATId %.,Z M h' ❑ ❑ ❑SPOT LLy 11::2 08 23 13 STABILIZATION RCRA CELL_ TSCA CEL J- STABILIZATION - 77200 lb GRAS „15 1'`;LOADTRACICjPIG'IN0 FORMAT ONlr;, y 's„ ;-s ]b TARE '77200 lb IST C RNALCODE 'REVIEWED WB S !GRIDS IFESiREEED - bQ V I DATE LOAD NO. , • �' � 23tAusJ2013 '. t3:SOt18 GENERATOR HAULER` - MOSS. lb:. 77200 Fv COLi�- —�S TAPE lbs. 3^ 'ORDER O. DRUM NO. X140 �i' �' _jE� tdET ltr• 45060 TRUCK NO. CONTAINER NO. (s)/ RAILCAR NO. CONTAINER TYPE: LOAD COUNT (RAIL ONLY): D 'TT B V OTHER 11 2' •3 4, ' OPERATOR SIGNATURE COUNT DATE _, ,.y, �. )• - *LO/!�®1NASHORT INFORPAATI01 WASHOUT�.STI►MPS ' Cll.. Y. a v. %,+ WASHOUT: TYPE: r . NO INTERIOR E�� R WASHOUT SIGNATURE DATE - DRIVER SIGNATURE „.a.,.. .. DATE ' } ITE_ .Yr'n�,,4'r�aSf1Y rIt h'a n K i/.P'i e:¢Y' . a 4r r!r'^• �} .•yy- �a - - ,Tk Ma v f(trs3. ;st.Jlr iGOBflN1ENTS!rtiy r tar?� p ti rN9AME+<, fi rDATE;N z l 1 f. • l•x ....�... 1 ,.. l.,±`.�3.` ,�[I`1 A.::-.�,p n IGi 4 I y I . Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE -•FaEilry�• CANARY -Generator PINK -Transporter GREEN'S Receiving GOLD Operations CHI 08 Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: NewportSub Generator Address: 1218 S. Fifth Avenue ATrN:Water/ Waste Group Monrovia, CA, 91016 Generator Contact Name: Sales Order#: LF7781697 Date Received: 8/23/1013 Generator EPA ID:. CA0002741293 Load #: 13006550 Manifest#: 006533489FLE Original Date Removed Unit Serial # / Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID Description Date Disposal 33255739 8/27/2013 CM 006533489FLE-11 PCB SoMs For Landfill 812312013 Landfill Grassy Mountain, UT Facility Under Civil and Criminal Penalties of Law for the maWng or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615). I certify that the Information contained in or accompanying this document is two, accurate, and complete. As to the Identified section(s) of this document for which I cannot personally verify truth and accuracy, I certify as the company official having supervisory responsibility for the persons who, acting under my direct Instructions, made the verification that this information is true, accurate, and complete. Authorized Agent Page 1 of 1 Wednesday, September 04, 2013 Date Please Printv.Iyps: IFdhn designed for use omeh;e 12�ltch{,t'ypawriter.)-LF1781527-002'; !9G PPlIU'3/3 r2041 --Form' Ap'proved.CM8N6:2050-0039 •• EPA Form`9700n2(M.3-05TWevouse�lllans areobOete. ` - ' 7 • ' • ( .. : - — ' UNGNAWED FACILITY. TO'GeNEMTOR Clean alasbcfs has the agigro�;iriata lien/ndg for and will aucept the teasel the Aenaratoi is shipping UNIFORM,HA2ARDOUS LGenemtp'ID Number •- 2.p2ge.ld 3. Emergency Response Phage 461a t80T,mcklnp umrbber. - pP� "•= '-' WASTE MANIFEST CA"C.00'27.49..'25'3 � (600)'983.37 •�J.�,Q �•'�.� FLE S. Generau;6 Name and MaghgAddruss - :••Genemmrs SltaPdi'ess (ildiY,erait lhan'nizGing nedressl ., 3216 S. FrMAV*nue ATrrq- ;2aeLilaste Gluiun ` ' -1516 Balboa Blvd. PAonrovia, CA. 91e9 6 .. .. .. PlevruorYBeacii',¢A9.2o6^i ' Generators Phone: .. S. Transporter I Company Name_ •, U.S. EPA ID Number ., . C�RO'.ti' .E'd15b'V . 1. Transponer 2 Company Nama - .. - " - ' DS;EPAIONumber �+ R.Designated FaddyNarme and McAddrew jUSEPA ID Number - Clean Haradoes'Grassv PAouii¢aiek LLC', : ' �3 M=.les East 7 Pdliles Paot�tof Boosts ' U T D 3 cl ,,. ^a'a �1 1 4 0 GeaiiiMllc' UT 44029' .. . . - FacbVsPhore: (4351119"1§00'x. Se. 6,US.00TOe_vY�lon(uNud'eg Pro?er Stapping,Name;Hara.•d Oa3q'J]Nunbu, '. ' 10. Car'airms . - 11. Ta61 12. UnR •' -., 13. NSs'e bid as . Na .Type . • HM . end PaWng;G�uP Cdam)1. - . Ouip9ry' KTJVd7. ' t` NOWWRA'HA F2Di�uS VdA5TE.59J11A i1P10Pa-00T clDf�.: 2®� � REGULATED �3POUi�D FCB$;$OLIO LiA5fE:09EBR1S aSO1L, , :.. .; A$SUflaING-}S,OOPOMPCBSOIaRCEOILIi •. ` :.': '1•;= �' . .- 4. 14. Spedel Halling Ireducdons and Additional INoimadon 1_l.Ascs-D-aaza •- .. 15 . GeIERA7OR'SIaFFEROR'S CERTIFICATION: -1 hersby dedam nattbe wnN:dsof Us cunsigiment are fully end amaatey,desorlbed above 5y.the prdpersglpping nar•e• ard,are dasdded padayai marked arelladnled/plararded end oionaliaespecb hproper mdd;lloit for adnspat=rsng to appfkr blo lnt0matlanol'and retio� gbvemmental reguhdens. Ifexpmfsh!pmenland le an ma.Pdm • Espvle{I cerllfy shat the canlenLs of Ws mcigar,7aat[on`:qrm Nlhe semis olthe alt" EPAAunw Wgrnom of Consent - t x 1 c&* Vlaioie waste Mrim¢aUonsmlc ent ldedllbd h 40 CMEi2T1(e).(dtern a terse Ipumfy g,2,1N0sabr)0i(b)(d I ametnmg Wen9y geremla0Is tore. ;.., '.y 4 •: GenemWVOftW9� Name • . ... :'r l ay ,.•, Py.'^; '.. F-'. 16. Ira tdau.aN15NPMORIS" .' OlmpartTU.S.' DExpml framU.S. :..EOR afentryledb •: Y:.Ys;:';'"?+:,. � _ Tran' ser �• Nrd' kr 'ns and � Oats Inevl U.S.i ; ' 17.Tmrsppef{'dmbM�9mmlir RewiptdMateda6 • 's - .. .. ' :m -n •-. ' Tran r1 Pdntaff-, Name ,DaY t:.ear.°. p]' H .- - 6 - -• .,4nxbao - . , .. n ;,3Tqu'', T 1PMtedJTYp`-d Nana 1cc '; :. .... 5 1S.Ois04rcy' 16a.O1kriepamy bW'ca'Jm Speen Ouamty. - �Typ"0 ❑Residue '�Parpat itafedon ❑Fu7RejzLod . r - Mem:ztREsmdce Number. . �• 1Eb: PJIemaL•Fedaly (or Geremtar)• - 'U:S. EPedp Number '• .. l-•. ,: w 7lic.S'grsluv olAlmmala Faa3ry(ar Gemr4br) •)'. ,. - .lAanN •... Oaq Years Z y19.Haaetdw wasts Report Management MeM Codasil:e., codas k'(hiarddusivsla beabnen4 dl;posal;end rerydrg systmre) ' -' - " '':`• J 2D Des:9ne�Fe�yQarnrorOpe210r.Cef•rzbOnal mcelDlof �ou5 rnstrrills m+erad by the r.¢n6.slaaiepl esiWW�din lteryt6a� .' I !�%'� - •' Prm la/ra^e/ �•. $ ode 1 )5 `�,a - jI`r bpVGn oay} Year �� /�. - '1-� r" Y" •.t T. A /i`�� L. I : h- / 'Olt EPA Form`9700n2(M.3-05TWevouse�lllans areobOete. ` - ' 7 • ' • ( .. : - — ' UNGNAWED FACILITY. TO'GeNEMTOR Clean alasbcfs has the agigro�;iriata lien/ndg for and will aucept the teasel the Aenaratoi is shipping lean orb®r GM EAfYI80t�MEHTd6SEBYICES°, LOAD•SUMMARI RE'ORp .; `.LOAD DISP,O,SAC'DESTINATION ` `'k< .26 08, 26 13 ic`6LI lu ?070 InJ SPOT 0 lb TRIZ STABILIZATION RCRA CELL TSCA CELL—j'3 - .l l STABILIZATION Tb I%ET }' ' ' !• �k� ' LOADTR/1CKIItIG IIVFORAlii4TION�� � +4rK;�' "-r==; RR CE�EIVED DROPPED IFINALOODE REVIEWED WEIGHTS GRIDS I MANIFEST \tip/� .1'l1 �I]u ���/FII1.5 Irk:.. �'1� DATE LOAD NO. �• 6R0SS 1b_.' 73560 i� 13 v l o •��"1 I . GENERATOR k'E IB HAULER --� TAS• - 33180 I �l e A a- 1(-)() r+ 1�] - , - NET lbs' 45780 1Z iiiii NQQQ1412i I -. -- C,NER TYPE D COUNT (RAIL ONLY): D G. TT FB '/' OTHER I. 11 1 2 3 4- APERATOR SIGNATURE COUNT DATE TYPE: NO INTERIOJ DRIVER SIGNATURE DATE r;. N p�ML`. .q..�„ iTE{UIt'rs���. S* r:',".U�ss COMMENTS wi9.'; ,'i 4�*a¢ati htilgj: INANE".. DATEn*;<a r...--.. ' - .ter ) • I I I I Clean Harbors Grassy Mountain Facility, Tooele County, Utah I WHITE - Facility CANARY - Generator PINK -Transporter GREEN - Recelving ' GOLD - Operations cw 208 t by Clean Harbors Grassy Mountain LLC 3 Miles East? Miles s 84029 Knolls .ww�rvv�� UTD991301748 (435)884-8900 j CERTIFICATE OF DISPOSAL i Generator Facility Name: Newport Sub Sates Order#: LF7781697 Generator Address: 1218 S. Fifth Avenue Date Received: 82612013 ATTN:WaterlWasle Group Monrovia, CA 91016 Generator Contact Name: Generator EPA to: CAC002741293 Load 13006571 Manliest #: 006590926FLE Original Date Removed Unit Serial # 1 Material Disposal Method of Disposal Facility CHID# From Service Type CustomerlD Description Date Disposal 33274717 62312013 Chi 006590926FLE5I PCB Solids For Lando 61IM13 Landnl Gras/ Motalo Ur Facility b Under Civil and Criminal Penalties of Low for the melding or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the Information contained in or accompanying this document Is true, accurate, and complete. As to the Identified section(s) of this document for which I cannot personally verify truth and accuracy. I certify as the company official having supervisory responsibility for the persons who, acting under my direct Instructions, made the verification that this information Is true, accurate, and complete., Page 1 of 1 Authorized Agent Wednesday, September 04, 2013 Date LF7783527-002-, ; ; & PPIIP 3J, 3/2041: -'• Pleasz pdnfC.(8'tm designed for, use 4n elite (72-pitch}tgpermler:j r, tirmJipp+oved QtgB yo2tl50-U039'.' ' •UNIFDRM.HAZARbDU5 1.Ganemto;IDNumael WASTE MANIFEST, CAG:DO2 44293 •.-1 2Pagel'ol 7'FmelgenrdRespertaoPanne . -(fIOb)4133-3716 4.Ma�N]fessttjTrsWn9((N��ummeer." `y 00-55 9: 2.d� ._ .�. :FL�. 5. eroramrs Non and Mama. mss,;" _';p. • Germm a 2^AAdtess(ifd'PeA+:.r loan rr¢, rtg•add(ess):--._• •.. � - 12183.AfHiAvamueAUN;Vatnmiine-Group' ' 7 53aih�8t7 :: bk M&Via, CA ®i 0l.6 Ri Yatwri&�a: ii,C& 92663 ° Genfulror9 ROME - ' rzli9gclte: OIgNnY d}arrta - - ' .. �., DS: EFAI Number. •'.1!+ x000 IF �' V y �re�tE`JLAL.•Tir'k!-7(?�f)ji•i�ri lON t+ _ 5. -; 7. Trampang 2 Conpany Name ; . - o USs p 1-3N>.nr5 BDaslgnaua ad[g N1lmo;md oAddmz- - 1 U FPA ID u ber CieanHarbor:'MassyMcunutirtLLC, n N 3 mppstgwt 7'Miles i#rlh (W AnnH,,,Ys " J f Ci 91 171748 r i Grailtsvgile , ur�.s�2s'' • .. .. •amdPaay Ckss, 9b. U.s LDa-clp�cn rslud P r5N N M1ame, Ek>aof IONumhet... •; ••.' . ... 18.Cmblinora. 11 T alel 12 Urll 13;vYasN Codas HM.: roup (IIanYD•' a ... -.. - ,•' i'Typa Quantity, • N1LQlol de i�FjHAZAi?f3EDi►.SWA5 SULliS r f)N 4117 bdCGULATeWi'1pdumt�P4�B 261 - - O n SOUL? �a&3t: L1E8Y2i5 Assdm9&dgAA 0PFP i $'WOd3FdC£CjY11t r r : . 14 1 i 4.&pffi1[iaWCng Lsaus7ary and AddliarvfbdmnaHai - .. - . 1 _ y •._•: IS-GENERATORSWFERCF SCEMIF7CATION Tharetydedara that to wnien's alWsa�gIune' nLara. andHmlratel descnted'aBcYe t�gtarmpenshi ng roma aiN.are dassdceE 7 Mh' Y PN I madr� m(diabekddplacerdm and are Nall resgacts lnpmpmmnd'rv-krgaspmtamwdfml.W eppllmbainlema�Iandnottor lgovemmijtl[rapdatloAs IfaSpgt SypmeN andl rAtaappPah 5n �. Fapodar IG8Nly aNtlnS Gantert6o(Nta rapsgnmsnt ranlammtha term; of Ne emGh°a EPAALkc'edsmemadGdneen -yN •,. ..: ICEtU that Ute emdnlmi R. rdGGn sbetpment ldemlfied tii eO,GFA 262271aJ(iflama4�ga quanYly senemiorj gr.@)'(d `,a 'gwnti M t!?I remr}ys.true._. ...: s .:•.. ir,. :''' mare, d a lattdr) Ypep eme y� - ,;tgn I. n : ear J F I&. WemallonalSNlpmenLs •. .- - ��• ❑ImPodbU5 ❑Fxpod.frdm US ,Poll of er{trylesiF ... Z :.. , namElor e. m• taee • '.'re, t ,'DalB last' US.;. TRna _ :, ( a1• r w I7.QreiispodarALamwfedghoMoffle[eipl orMalBaals - .:. 4 ;.. •• •.. '• , r..' / :. PA"to led yPgq: - a•TmrLfof&2 Prin'gdfryped Name •, .'i ._ e' It 6. DB ftc •. 1S3 aaccaarry lnd{catlbmSyaas.I- _ :` s ❑Guar,�y ❑Typo. ❑lpesNue ❑I'mdalR�eCm ❑FurRS'wk' 11 r .• -- MaaT�l Relemnm Number ., a 1 :� 7ob Nima3'ad7Pli¢Genera cy - r D.s._FPAIL?Nunber . . a Poarmc' � '.:. _.L('v' _ W 1Ue SgTa[ire olAEamare faci5ty (orGme;ajia)� ' - konCe D".=7 Yeer"• I— •. ,.. r _ ' x.19; HaratdoilsW3sta Repon MonagemAntMethod Udall0e;ccclesarhanidaii waste aeatmank d1speisI: attd recycPrigsy;lema}','• _ r k32- ' - 20. DeslgnaredfeGlGty Ctimetar Oparekr OmdgGalkn or receipt of;tua-dousm lerebwv.cedbydre mom est oxoapi las In lmm7Se,.-yam 1} _kle ^ Pn amq �••� S�ImS .. �� A f `+' Mw,IY OSgX !ear • . [..� t .i':`EPA i� Food d70tl-22( av:3'05),Prevlolrs edl�ldns ara.obsclele.`' - ". ,,;: '�•—�•��_. :I"' 'pESIGNNrEq7FACILITY TOGENERATOR clPaq ddritgfs tlaG.Ti3e•sPPfP3priate PE3913i4s f9r �ln�5aiii WO ilOviRa5t6°Thg aPllLaiY411T,is ship' p193+�r ... Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY -Generator PINK -Transporter GREEN - Receiving GOLD - Operations CHI 208 . Let_,arbor - GM LOA DSUM MARYv kCo:":•..;,; SsS::ri ENVIRONMENTALSERUiCEV 7:21 08 26 13 _ ...XbA,D 61§00! AL DESTINATION.' _', -"=';,.r;. `;'s:r _1971110 lb GROSS A I'D TARL 1';816 lb NET nJ p 9 STABILIZATION RCRA CELL r TSCACE STABILIZATION _ 'LOADTR:4CIC.PIG.INF., MAT PLANT .' DROPPED FINALCODi= REVIEWED WEFGHTS GRIDS MANIFEST RECEIVED' /.,\Y/ MAILED 1[�. g/ 13 0'::51;06 DATE .. ... .. _. ..LOAD NO:..... _ ..... ... ... _ .. '.. -. .797/0 GROSS lbs, GENERAT013 HAULER TARE lbs. 35.1$0 a U TS I#eT lbs. ?16520 ORDER NO. DRUM NO. ' TRUCK NO. CONTAINER NO. (S)/ RAILCAR NO. • CO AINER TYPE: LOAD COUNT(RAIL ONLY): ED G TT FB V OTHER 1 2 3 4 i ,.,OPERATOR SIGNATURE COUNT DATE :LOADWWWA:S6109JT=lNFOEifltd,�,TIi3N''r,a:"]SF'1019T/STR�MA WASHOUT: TYPE: YE iP NO INTERIOR "QDMAIOR WASHOUT SIGNATURE- DATE' DRIVER SIGNATURE DATE • '3 � }�� 4 ��; i.L�Y � A't Yl r1� rJ`dl Vi,•h �4 r � -(Y Y1 ...], 1ty. ] -ITEM Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY -Generator PINK -Transporter GREEN - Receiving GOLD - Operations CHI 208 . i Clean Harbors Grassy Mountain LLC 1 Il,a�(a KKa 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Sales Order#: LF7781697 Generator Address: 1218 S. Fifth Avenue Date Received: 6262013 ATTN:WaterMaste Group Monrovia, CA 91016 Generator Contact Name: Generator EPA ID: CAC002741293 Load #: 13006570 Manifest #: 006590927FLE Original Date Removed Unit Serial # / Material Disposal Method of Disposal Facility CHID # From Sorvice Type Customer ID Description Date Disposal 33274715 81232013. CM 006590927FLE-61 PCB SoOda For Landfill 8282013 Landfill Grassy Mountain, Uf Facility Under Civil and Criminal Penalties of law for the maldng or subrhisslon of false or fraudulent statements or representations (18 U.S.C.1001 and 15 U.S.C. 2615), I certify that the Information contained in or accompanying this document is We, accurate, and complets. As to the identined section(s) of this document for which I cannot personally verify truth and accuracy. I centy, as the company official having supervisory responsibility for the persons who, acting under my direct instructions, made the vedncation that this Information Is true, accurate, and complete. Page 1 of 1 -A L�?? Authorized Agent Wednesday, September 04, 2013 Date a dC�hr av-• V•.:.._r ....n:..van+.4s'Pa.,.a..,a•..ru ,'; A� :,� ''•'' 5 CCCt / Please ppnad for use an elite (12•pddrpbJMter.) ,L�81927=0.02' ':sSS P4 3%$c2(511> Fortn'Approved OMB No. 2050-0039 t'. t :EPnFomi.B 00.22 (Rev. 3.0E revlauseditions amobsolete. •f ,DESIGNAT ,GILITYTO:GENERATOR'-', j Clearimarbors hasibe approoriaie,tier=ii0s for add 601iteoeuf thewaste the Lr ell Or?ilorissh10D1n$.' " 1.0 UNIFORM HAZARDOUS naalor lO Number 3.94Re9sp3n-3eP71or9• Afa�la[3t.T:addng Number i -FL•E• WASTE MANIFEST f' 9- i •. 6.a90:63•' 9 jCA''? S.Ce wrs Rome and'hialling"ress ... ` .- ta's Slle Address( a',.¢mnl than rlyd7,ng address) r -. .. r a, r tiewportSub 92165. FTM Avenue ATTN;tbtater/Waste Grouo 151 46 &Jfiea Brod, - ' • htonrT'Ra. CA 91016 " Hevipoet8eac;T;CA92663 Gmrerebrs Fliaie: . 6v Rnepora,1 ccrnpafty.Nama U.S.EPADI!Wl l .. .. :.Refnedlaf wispartationServirxs CAR 0 0 01 R i 5 S A -7.Tmnspmbz2Compmny Names + - - US.FPADNumoer-"'• r„ d.DasigwlydFaplry Narre and SimAdd'pss - - U:S., ERq D'Numher"...- Glein,8ar4ors Grassy MountairiLLC' 31Uilei Eastfiles Horth of ItrioBs,' U.TD9'95} 0'17;x .$ .1 V tlrantroille; UT 64029 '' ' , r. :,r:p, •r. . .. ga.' -Ih•U.S.DOTDeudptlgn(Ndudlrg Proper Shppmg Name; Hazed Cless,ID Numee, ' ' 'lo.Contalnem ...11,Totab' : i)2.UNf - 13. Waste Codei=• . 'No. ; Type HM Udr9 end Pe Group (N any)) : OuenNy wI1VOI ' s NObi-RCRA HA2ARDOl1S WA5TE, SPUD, ((NON -DDT' 261 ' '. .'REG1AAT9p-51 POUND PMSOLIDWA; j DnR18&-SO1i, ASSUNAG >500PPM PC8SOU'RCE09LD: z a w - _ •res 3. 4. .• 14. Speoal HamINg ln"Jons and Afttzrue "Jon .. .. - ., .. 15: •GENMT0R'S10FFER0R'S CERTIFICAnON: Ihmy dedare Deal Ole iomNs d,Dis mrsignrimaare My Ord acair ely dasatq ubwe by gle propersMp#.g meme, ed em "ad. padmgad;. '. marked and kbNadlp'acwdea, IuM are hr alrrespeds In jm xoper ndDonler 4*CdammdNg to eppOrEE;e InWmatbial ond'ralloiW gayemmiatal m6olakm Iteport&' pmerdand I am Dee Pdmpry '.. ;•e . ExpoM,lroriy lhui ft mnldzhyal this'nrislgre�nl cbnkrmroNe lCinkaefEne aYad PAArkmwtedtpnent ol.Consmd. ". •Iquznhly .. IisraYylhat tlla waNa miNmMatlln'statemem ldenD`,ed at SO CFR 2a227(a)(dl eme Wgaqueehlyganemlo,Om@)QI I'am � gmlcatorjlshua _ GenembwgFrtnt"peonama :' - . gnPlum :. mn . ... ear, .' v tea*-• -+ p'•. 16,InlamaDcralSNpmenb :' • "^❑Imponb US. ., .. , ❑Exponlrom U.S. ' •'Phnol entry%db - ' Tmnsponcr 'nature for az ods onl :: - Data Inving U.S. ' '::. 'w n.TrimporterAck"dgmentofPe oololMaledala' - - - ,'•_s: . O . rensparterl.fknmpFlyped.Name- / ------ --- naaue__..___ -�:—hjwjr%��—•; Dey,.-Yeer-. /annn:r, Q res porler2 Ptln ypee Name J' 6 nrta^ v • flay..'.. r, ' 1e.OlsCr�anCJ . tea Otsmep.nry lydimtlon Space ❑•lLmnOry - ❑Type ❑Resfdve. .' ..❑Paiai Reledan :'❑ Fug Re;edign klanilmt Re:armoa Mua.ber, r 16b:Aftaamb Faa9ry(mCweatO,):• - -F .. .. US.EPADN'umber,. •- - LL F BPNInB: ' 16c Sip'naWm UApama'.e FacH6y(or Gertrator).,';Year • W. HamrdmrsWasld RaportAlan egamimIMedmd Codes Qs..mdesfmha?zrdousvasteoeafnienl dhpdw( end mcyrfg7 Sys") _ Q''1 X32.. 132 2.: .. -;: .:.-' 3. �' S., ,' ', I� 200es4nated Facialy Owner mOpmatN:CenlfkaWn of rareiptof Wzdms materials mvomd byth'manlpslexmp' as acted in Item lea.. '.�'- ` . I FaAmYlyped Name sign .. .'... Month Day Year': ` t :EPnFomi.B 00.22 (Rev. 3.0E revlauseditions amobsolete. •f ,DESIGNAT ,GILITYTO:GENERATOR'-', j Clearimarbors hasibe approoriaie,tier=ii0s for add 601iteoeuf thewaste the Lr ell Or?ilorissh10D1n$.' " I GM BVIFIONIVERTAL SERVICES* LOAjsu*A RY..RECORD LOAD.DiSOdS.A.L"EiESTINATION-,�"'' S:113 0827 13 0 lb CRIGS, T1b TARE Tl POT J.660 lb [IET. STABILIZAT 1014El , RCRA CELI TSCA CEd4 STABILIZATION DATE LOAD NO. GENERATOR HAULER ORDER NO. I DRUM NO. TRUCK NO. CONTAINER NO. (sil RAILCAR NO. 4 LOAD COUNT (RAIL C9WAINEP,_7Y-PE:i ED )G _ Tr FB V OTHER 1 2 3 4 OPERATOR SIGNATURE COUNT NO INTERIOR SIGNATURE 1. . - I 7-13 C,)D 2 7/ Ausj20i 3 FJ9'ii:46 rjnlsR Wag T-56,43 TARE lbs. 32960 KLT lbz- 42760 Clean Harbors Grassy Mountain Facility, Tqoele County, Utah WHITE - Facility CANARY - Generator PINK - Transportv GREEN - ReceirvIng GOLD - Operations CHINS Ja Clean Harbors Grassy Mountain LLC $ 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Sales Ordertk. LF7781697 Generator Address: 1218 S. Fifth. Avenue Date Received: 8272013 ATfN:WaterMaste Group Monrovia, CA, 91016 Generator Contact Name: Generat3r EPAID: - CAC002741293 Load M. 13006679 Manifest #: 006590639FLE Original Date Removed Unit Serial # / Material Disposal Method of Disposal Facility 1 CHID # From Service Type Customer ID Description Date Disposal 33295849. 8/26/2013 CM 006590639FLE-71 PCB Solids For Landfill &2712013 Landfill Grassy Mountain, UT iFacility Under Civil and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the information contained In or accompanying this document Is true, accurate, and complete. As to the identified section(s) of this document for which I cannot personally verify truth and accuracy. I certify as the company official having supervisory responsibility for the persons who, acting under my direct instructions, made the verification that this Information Is We, accurate, and complete. Wednesday, September 04, 2013 Authorized Agent Date Page 1 of 1 Ja: . = .... LF7 kB27.00.2 - Sc. PPW'$/31201 r N. Plezde Miii or lvoe:f 't?'desfuri'�for use'on ellte(12-Ditch).ivoeivriter.)•.' - Form ACDioved. OMB -No. 205M039 'EPA Form 8700,222 �`•'+p,'ev.A•05) PreVI0u9 Cd liras at . _fdlc... U. • -• ,(� ' ' rl....nu..1.:..n 1... oA.. yia�✓Inn..u..1.ow..nnnSe UNIFORM HAZARDOUS t: n `�AY� 'i� aalasa •.�,... a- a, ;3. E e Ree nse PMne fovo 4MA7TO d: Ma.D[ksti Nuer, a '. •rWA5TE MANIFEST . ' - ...._ . /7U� dQ. � - TLE" •�S,G r� M1e LOpAddress, .'^f3r4 :,.- - ;.. ..-en.naars SbAddrese(' dYenMt man n¢rl:ng address)... 1218S. FifthAvenue A'fi4 -Water/Waste G c rtP _ IiMDhvOrAa. CA 51016°�.+:__,,..n___i ne nnnnn•1 - -� - ' o i'• •.tNFlPaYr,rLDL'xrWr°I.M iLDDO .. - . Geng'clMs phone: . . 6.. M parted PmY.Name'. -- . ,•. '.• U.S. EPA ID NuIr!Cer :ReinedialTranspopaxibnServitNas` "'CA•R0;001,845'6'.0`' 7. Tmnaporsr2 Caml+aiy Naive t '- - :'US.EPAIDNurnper •, s..Desiyewd Fadiiy Name artl Site A,ddrgss .'., '.. f•• :'• ,°`,,. •.... US: EPA ID Nujnber - Cie'an tfarbarsGrassv-k=ntairvLLC 3 P9ilP9.,Eaft 7 Ales Monti of Knolls •`0'rontsv7ie; UT B4'0,�5 ;."` ''":'i ,. •900 i';'` '.:°�. 'FW05 Piwrm •?43!188 -r�.r ':• ::' Ba: Ab.US. DOTCesodpgnp.(Iddudmg Pryper$Npping N",.H rd Class, ID Number, '10. Containers' •11. Tofii. •r 17:fhGT ;. 13. Wade Code's l.. •,Nd:::.. ' :Type.. 'HM' .end Paddng Gioupplemy)) .OuaFti y .: PANo1.. r " WON44CRANAZARDOUSWASTUOU0,((NON DDT o REGUCAiEO a; NOUfdD f?CEIS.SOLI6WASTE, DEBRIS &SOIL - €t65UPhIMG-6hOPi'MPC¢'SQURCEDILIY: 3. . _ , �1d::SpetkVF.lantlinpAro¢up�om aMAdElUnfal ins,rpw.wi ,- _ r GENERATOR SyOFFEROR'S CERTIFICATION: Iherebydealaret tlha mntenkptdvp mrelpnment era filly and eoaamtely desuieed above Cy Via popes sh:ppmg rmrs, a;d are tlpalged packagmf, ' merkeda{�labakaldawded andare.fn all respe!]srtpaparom6'nn(ortrafrspori pcmdmgtaeppr¢He lDliuramnal bods IgwuianenUlregUegars l[expxt shiprtnwland lam the Pgmar/ a' �f a ( Orel the eontenk of mk°mnslgtmenl mnlortn m.ihe leets o(_gre attached EPAAdm4NedgmentolCort4e /] - .Exparar:Ia.•rVy -•Imiafy mal Vni waafs,rrdnimhaUon platemenfltleiNfad lndA CFR 262:27(a)Qfl'ema Wge quuntltygenemtarlop(b)Qf.'�fi earyAllquentiry (ire loris a. ' enera O,em(s n Nam grcmue q• y- 6 6 ear r3 . -{ n$.,InlemaCone(SNpmenls' - r ❑Mpopw US, ' ❑ExpxlfreHu.S,I'', Y}a nfenyylepC" z. Trenoporter sl lure lfai expbM aN } Datoleovl U.S., w 17. TmnsPo�ierAckrioxlDd9inonldf Romlpt?I Meteiak'.. .. •• :... .'.�,'..,u ; .• •. .. • < :. Tmnspo ter i Pdmed/Iy/pe, Name ....- - . :. . -.. r fLnm '..y ear Tempo, ,2PM1etll1¢pedNey.�e • : ,. - S " _• '�-• Mop ay, . •datum 1ga Di$vepenry Ind'xagon Spam ❑ ,Oirarairy ❑Typb .0", ' . ❑ Partial Reln6on : ; - -' • ❑Fuh RejeCion : •:: %�' MenllastRefaenm Nur• um ' —�U.S.�PA'IONUr - - _ w IS,- Slimawre afAtsmata Fad gry(or Ganemlo0 - '1 ''' ; .. lAmh •Day, Yser• f✓` v His.Haza*us Wasm Raped Manegemari Memwd Codes 044,cod^slor haardctis vVsife imamenf. E)spasal, dndmryding;sysmme).' - _ . 20. Deslgnitetl Fedry Oxnecor,Opemwr: Ceddiwgm b1 , Ipaf hanzzrdaus rtaL=rizffk wuared/6JJY�ma manlfestexcgPfai1r1a lope 1&a 1 PrinteMyppd Ne , • Sigmaia . .'�!!/� .J'i �. it � / .K . .P�: • f 'EPA Form 8700,222 �`•'+p,'ev.A•05) PreVI0u9 Cd liras at . _fdlc... U. • -• ,(� ' ' rl....nu..1.:..n 1... oA.. yia�✓Inn..u..1.ow..nnnSe ;DESIGNATED FACILITY`fDGENERATOR LIkanNarr-W GM ES1i1fB910HN1EHTdLSERVOCES'L®® SUMMARY RECQRD.:;,r':..;. 2 f - I -LOAD; ISPOAL DIESTIA9AYI0,N;;;ri;<c;;`"3° .t ❑ SPOT STABILIZATION RCRA CELL_ TCA CEL STABILIZATION k `r>":.LOAD TRACKING INFORiNATION: PLANT'_,DROPPED FINAL O,OOE I REVIEWED I WEIGHTS GRIDS MANIFEST�- TRUCK NO. CONTAINER NO. CONTAINE9 NPE: 'i -..,.TT FB V OTHER -J - MAILED - •� 1 i _• ,501001b GROSS TARE C�0lb / 75000 Ib HET 2 7Nti f TRRE lbs. KET ibs- 42980. i I 2 3 4 ATE ! WASHOUT: TYPE: i I: � Y CS -7.140 INTERIOR'PRIOR 1 WASHOUT SIGNATURE DATE I 'Z7 i3 DRIVER SIGNATURE DATE ±>'° i Clean Harbors Grassy Mountain Facility, Tooele County, Utah t WHITE - Facility '� • CANARY - Gene rat� PINK -Transporter GREEN - ReceWing GOLD - Operations CHI 203 F . I i Clean Harbors Grassy Mountain Facility, Tooele County, Utah t WHITE - Facility '� • CANARY - Gene rat� PINK -Transporter GREEN - ReceWing GOLD - Operations CHI 203 F . I g�}�Y Clean Harbors Grassy Mountain LLC p 9t9R A�t« 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Sales Order#: LF7781697 Generator Address: 1218 S. Fifth Avenue Date Received: 8/27/2013 ATTN:WaledWasle Group Monrovia, CA, 91016 Generator Contact Name Generator EPA ID: CAC002741293 Load #: 13006690 Manifest #: 006590640FLE Original Date Removed Unit Serial # f Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID Description Date Disposal 33298987 61262013 OT 33298987/ PCE Solids For Landfill 827/2013 Landfill Grassy Mountain, LIT Facility Under Civil and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the Information contained In or accompanying this document Is true, accurate, and complete. As to the' Identified sectlon(s) of this document for which I cannot personally verify truth and accuracy, I certify as the company official having supervisory responsibility for the persons who, acting under my direct instructions, made the verification that this information Is true, accurate, and complete. Authorized Agent Wednesday, September 04, 2013 Date Page 1 of 1 i PWase print ar Fjpe"IFcrm desWned fprusO oneGto'112-pilch)Npe+rtilec) :.LF77M27-002 Se—PPW.313/2011 F1xmAppmved: OMSR0. 2050-0039• '1 EPA Form e700.22(Roa3.05)'Prevlousedmareare onspleta. DESIGNATED—FAcILITY-TOGENERATOR:' C4ean Harbors has the Boom 4ale oerinils farared hill araenf ihp tarste tltn aanpratnr is a6Tme 3Aa ' UNIFORM HAZARDOUS LCaspemmr IDNumter. .. 2, Page toi ;B. Emergerwy Respome Phone 4. rdaNWst Tracking Number- '- I. .i '_• WASTE MANIFEST ' . C -A r_ 2 7 X412 9 9 a(9) 4$$'37 g 00'6 a -641 F.LE 5. Gerum s Nam and MaingAddmas, _ - 'GenerzWfs Ste 'ess (1l dffmefd Nen maims address) - NiwPartSub 1211lS. F1hit.Amenui SAT rN:W.ateit*aste Grata D .. i F36 $ai6pa Slvd: " Monroala; CA 91,035 Geneml&3 Rana: ' '. Tramparter I Conmany Name •... - .:U.S..EPAIDNumber•", .. ,. iternedialTransportati0n$ernices ' C'A K0 q Q. -I x.1,650 .° , 7.TmgsDona 2,Compaty Name . .--,'-U.S. EPA IO N'umbc :.'• - ,;,Rr._ • 8. Dc40natea Eacidy Nape one SiM Macaw U.S. EPA ID Number _ Clean ilarhsrsGrassV.MouatfainLl.'C - -- - - ' � U1' D`9 3.1�?..�-3.7'.4:8•�', y.= , .' 3 Mi4esEast 7 i4i8es.NortJuof Knolls • •- , Grafitsvil4e'; itT trZ4028' FeC 's Phone: '''.: ' 9a;, •Bb;US. DO7Oesaip"m 0rcdudlrg Proper SNpping Nam,HazardQPM,IDNwrer. ...... -. 10: Cohzaihss:'' at. Ta181i :' tZ unl.. :.• .. Wes!` .-Na .Na.. ' - `Type ' HM and Pec'dlg Gmup (danyD3 .. . ;ouandry; " WtNal ., • . N©N;4iA-NA7_i+tO666S 1eYAS'fE,S0110 ({fig®N-Dt?T; •• `.� :' p ?QIQ�., 2.51 :: ' ..,,. gP-EG9iLATEDciPt)1LAaD'PC95.SpGiDsdA57EDL"BR:S8i50}L' i5 SUMING>5A0PPfAKID'SOURGEOIL11 :D'� < ,14, Spedal HencON I "ons and Addillonal wfo vm , '•1c LA3CE=0�128 •, - - 15, CENERATOR'SIOR EROR'S CERTIFICATION: I hepbydaclam 0t7 Vre con" of US mnsgnmenl are Eflyaid ,asapaLly dem ed abeveby. Me paper eNppldg new, &V am dassl8aa, rmrked a,id kbe�drys'erabec!®telae hal res,PM?.�P9per cmd¢n1a Y�nspM armrEb,gmeppOmb�inlemafia�eitd natal pvemmmFdl reg�taCons: Y, espbnsTp V*iid Iemas Pil-�" :•::, .f?gofr;ItHWyB)atg:em0E+ilh of this mnslgiun&lt ardoim WBm terns alDis atta}sE EPAPdutcrAedFmialGmsen: Ice0fp,8W^_ie maiW rmii0zalWn swtemeltlldenOTed;In 40CF:2.28227(a)Qrlamalaig;jwbrygmaiam�y Ilan. igtl yuzrtrygomabrj is auar - . emr,s Fr [ me .. %�g8a a' em- TIE4s Ac/6Jt FOZS-C _ J 10. HcmaOanal Shipments C • . ... unpon (o U.,. t rExport POgat enuylexf� i ''ers Tron nalure•Wr exports onl ' Date leavi'II.S.:' W 17: Trer�orlerAclaaYzdgmentofRemipt of Mawdal5• _ -' •• •. .,•5.; 7131 PdndW.fyped Name-.:: .. :., .,: npwre*Oay ...'Year Q ' -. Tmrupartar2 Pmleayyy� Narra' - S wre ,. . • .. ' MmN . Of 18. Dtaaepancy . . - . 18i Dkoepenay ladka0on Spam D. �aty_ ❑ Type ' ❑ Fiidbe � •'.' ❑Pau n OFAd ecow • ,. _ ' I .Mad/mt Relemnm Numhar 186.AINmala Poieiry (aGereimnd . U.S.EPAIDNumber• • ` YY' LL - - , r ` ...':i,•, Fedl a Phone' • ' RBa S�nelure ofPJtamals FcciFry (a Gelurator) .' ... _ Manth • Day, .Year, N.19.Haza'dms 5%Paste Repan MaegemenlMiUra 00Q.e, mdes for hazmdcus vnsie aesmam, alsposa[aM redR0d9 syrtatis). c a ' H132 •: z ' . g. a.. • ..:r �. .crit-.': . 20 Di W eslgrFwmy ONmaa Opwi6c Cer6kidmo remlp ofhazadousm blihievared:by Nms s n0usl exm(Q pi as..ctedmlt 18a � Prmled/T ame jgnatvro — :1Wln Oay^ ear pA EPA Form e700.22(Roa3.05)'Prevlousedmareare onspleta. DESIGNATED—FAcILITY-TOGENERATOR:' C4ean Harbors has the Boom 4ale oerinils farared hill araenf ihp tarste tltn aanpratnr is a6Tme 3Aa ' Clean Harbors Grassy Mountain Facility, Tooele County, Utah ~ WHITE - Facility CANARY - Geneiator PINK -Transporter' GREEN - Receiving GOLD - Operations i CHI 208 Arb®r �M --EN111910N@AENTAL'SE9VICES° LO�ib SIDMIUli4F3Y REC®�® �• �:' � ;• - - �.--:n ' ev < ... rayl] C% L; �] r r .. 7�y� lb s�4 .LOAD DISPOSAL:DESTINATION:.,; ::"::_; ';", .; 0 1b TARZ 75560 lb NET I SPOT AI STABILIZATION RCR❑A CELI—_I TSCA CE ST❑ABILIZA ION 'LOAD.TRACKIiVG.INFORMATION;:?aj%<::: `r:M': ''• •:.., PLA N� DROPPED FINALCODE REVIEWED WEIGHTS GRIDS MANIFEST ' t',;,�i;t;�t�0i3 09:06:27 REC DATE LOAD NO. C��' rq lbs. 77560' 0a0 3 :�;qI3Uc)(0-13 p TARE lbs. 33160 GENERAT013 HAULER NET lbs 42400 ' ORDER N0. DRUM NO. -2- ' TRUCK NO. AINER NO. (s)/ RAILCAR NO. CONTAINER TYPE: LOAD COUNT (RAIL ONLY): ED G: TT 'FB V OTHER 1 2 3 4 OPERATOR SIGNATURE COUNT, DATE - . ... —.q.. �. .....,— - e!'i%" 1T, 01T, v,zLOADHWASHOIJTtINFORMATiON , „ WASHOUT STAMP; WASHOUT: TYPE: . E NO INTERIOR E�EE�R ,. ' - W ROUT SIGNATURE DATE DRIVER SIGNATUR DATE I Xw. $.u. �' s.e sn tVENT, ..3 cwlTEflfl .. .5_... . . Clean Harbors Grassy Mountain Facility, Tooele County, Utah ~ WHITE - Facility CANARY - Geneiator PINK -Transporter' GREEN - Receiving GOLD - Operations i CHI 208 Moor ° I i i Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Generator Address: 1218 S. Fitch Avenue ATTN:Water/Waste Group Monrovia, CA, 91016 Generator Contact Name: Sales Order#: ' LFT781697 Date Received: 8/28/2013 Generator EPA ID: , CA0002741293 Load #: 13006738 Manifest #: 006590641 FLE Original Date Removed Unit Serial # / Material Disposal Method of Disposal Facility CHID # From Service Type Customer ID Description Date Disposal 33317474 • 8/2712013 OT 33317474/ PCs Salida For Lund811 a/2a/2013 Landfill Grassy Mountain, In Facility Under Civil and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the information contained in or accompanying Bds document is true, accurate, and complete. As to the Identified section(s) of this document for which I cannot personally verify truth and accuracy, I certify as the company official having supervisory msponslblllty for the persons who, acting under my direct instructions, made the verification that this Information Is two, accurate; and complete. Page i of 1 Authorized Agent Wednesday, September 04, 2013 Date LHIA .''521-+04.2 SC P�'VY' 3f3'2iS1r - r .Please pnM dr l'ype.(Fprm designed for use on.eiite (12-Pitch)aypewnier.) �•' : Fon Approved. OMB No. 2050-0039• . NIFORM NA7ARDOUS' 7 e CN mbar - _ 7-41 S -'. 2 Pa 1'M 3 Emse a Res moa Phase, 14. Ife T k umber .WASTE MANIFEST }.:' e7.• . , , , ., Ezpditer:Icertity that giacmntenls of Olrs cp•!sgnmentwnfamititha te'msdllieaRached EPAAckroviledSmzM ql Consen! . ..I certify that the waeR mhimmaWn stalemend identified In 40 CFR 282.27(s)(dl am ala!ge quanatygeimmk!r)• {'d I: as!nallq 'tygEaemlO!)atruE:. t+ Getz rgJga� Aleiyng Addpm. 6enearofs Elle Address lR eft Mre tlhaa maTng address) -•-.' wGgpfisORe¢fa Rin�tllfypetl Nam . - 1gnaNrg y eaz meraI;es-Fhmre:. .. . �.. mnspmdert Company ame - - - •• U,S,EPAIDNuTber - Odsetrcaaglr,ahhelE. ,..' (Itlf O!I50 .DaI9IaaNa :Rl/77te�5�T€79i5(!Rn'�Si@Yt,@L+J6C25 - - ', C-i¢.mo, OL.t w Transportar.2 Company Name'. •. ;, .. .. - `•• '. . U.S.EFAID.Nwntier' ,•: Designated Fac4II, Name eid511a Amass ;' • - •. - - U.S. EPA ID Number-.. ' CteanNar$py73tasasSy'{biuuma6l4C 3 w4s fast i 11 ues b z4* of Knoa q Grarl3s�aIle, UT @ 429 Transpela 2'P,u•led/Yyped Name naWre , a&onta. lag Year F flb,U5.D0T. gesaiptiga(nduGng Proper5mpplry Name, Hazart Olas"s, ID Nu!rhhr,. IO. Cmnlalnels' 'ii,Tm 12 flat` 13 V.'dSb CAd: ? Na:' "Type d and'Paddng Group (d any)) .'. .' '. ;' .. '. Guardity' •WLNol. r V/ Man s1Rslerehce Numhe. PY�fd4�GRAliiif3£di9�a1�SCf;S61a�5f40P8AE#Ty1 T IBb.Pd raaeFacllty(cr GeiaeMtbrj. `- ;: .. .• •' U.S: EPA ID Number•• M • ' '' . a rash-sPhone :. , . ' ,.r , nuc �a< eau eti'�c .s tai �s1F USB s 801 OT 1&.°wgmtu2 mrAlemala Faaliy (or GeneratcQ. >'� :.- -. MOIM Gay Year. AU(7B9Ca >�44b �PA9 PGE 5©U9CEIL3! •2.. 19 Hazardous Waste Feppo Management Melhcd Codes{la; codes for hawrdegs wasle'uealmen4 dispasA amrucyting systems) ' ..., r 20. Des(gneled F66111y Ownerai Op Tatar. Ceilif hon of receip'cl hazardous nia;a•ixla.cmveredhy Cre gdndeslezcept asnated In.alen".BG`.; f; I..-- PtlM Na1'ne n e [[/aff1l- Mand: _ Da y )Yer 3. ' -. • -• 'd:I.Vifl eiirtlL]C9 Ill6:i:1R FMSaaa{OliS'101.pe�ia�ppr misA. rtneEF vervnaRr earn rumr.Tu4kn n'nw _ an:4inninw '' - 4 .... -. .. . - , 14 Spenal lihrdlnlg'nsaucdon's iq,,:MOi5,,w'Infmm suon 15. GENERATORSIOFFEROR'S CERTIFICATION- 4herehp Aedare [hat Pe described sbdwe by,tha IxGpefshmpmg name, and am tlzsaRedparRa Ed i mdrkad ane fahcledfpzred and a'e In an respects in.praper_�rnflean kr h'anspprlarmrd'q,g]e apphcahle ln4mallolwl end nmlanelgmvenv!xntel,regulatiens.l expmli shrymenr agdl am>haPrirary Ezpditer:Icertity that giacmntenls of Olrs cp•!sgnmentwnfamititha te'msdllieaRached EPAAckroviledSmzM ql Consen! . ..I certify that the waeR mhimmaWn stalemend identified In 40 CFR 282.27(s)(dl am ala!ge quanatygeimmk!r)• {'d I: as!nallq 'tygEaemlO!)atruE:. t+ wGgpfisORe¢fa Rin�tllfypetl Nam . - 1gnaNrg y eaz ..PMof ,n. s16Irfe: ❑.mpmd'to. L.S. enlryleut. .fmm.0. - .f :❑;. �.. Odsetrcaaglr,ahhelE. ,..' (Itlf O!I50 .DaI9IaaNa l w 17.7rarapoMrAckiarv7etgmentmf Re�ial miMacd_rlas -.. ,•: a uarsporfe{nntedlfyed Narne dq nlrt Y. J/,�.y� MO Transpela 2'P,u•led/Yyped Name naWre , a&onta. lag Year F 18.Lliuepzrry .... ,. a �'•- r r, •. •'. ' ' . ? ie8 LIS:Rp2 IndlCarfon SpEce - - 4 1 r ti ^^ ❑ Quantity ❑Type ❑fiesidue ❑PaNal Rel ctlon ©FutkRelecl [;_ r • J�1f! f r: v`v-"t�l 1U2iL�J U� 3t1;lba�1-f K� t r V/ Man s1Rslerehce Numhe. 1 T IBb.Pd raaeFacllty(cr GeiaeMtbrj. `- ;: .. .• •' U.S: EPA ID Number•• M • ' '' . a rash-sPhone :. , . ' ,.r , u�i 1&.°wgmtu2 mrAlemala Faaliy (or GeneratcQ. >'� :.- -. MOIM Gay Year. 19 Hazardous Waste Feppo Management Melhcd Codes{la; codes for hawrdegs wasle'uealmen4 dispasA amrucyting systems) ' 4. e: 20. Des(gneled F66111y Ownerai Op Tatar. Ceilif hon of receip'cl hazardous nia;a•ixla.cmveredhy Cre gdndeslezcept asnated In.alen".BG`.; f; I..-- PtlM Na1'ne n e [[/aff1l- Mand: _ Da y )Yer • EPA Foim8700-2?.(Rev.3.05) Prehousedl4onsareohsolete,'DESiGNATdl-FACILITI'TO:GENERATOR:" • -• 'd:I.Vifl eiirtlL]C9 Ill6:i:1R FMSaaa{OliS'101.pe�ia�ppr misA. rtneEF vervnaRr earn rumr.Tu4kn n'nw _ an:4inninw '' - ��a�!I�be011GM ENVIRONMENTAL SERVICES° i ?r_ "..:D SLIM�IARY•,RECORD 28/flus/2013 10:58:04 j - :LOAD DISPOSAL. -DESTINATION GROSS lbs:. 67410 l ° El❑ SPOT TIRE IDs, 130 STABILIZATION RCRA CFI I TSCA CEL STABILIZATION I•ET lbs. 67400 LOAD:TRACKINGIFIFORMATIOId;"=g•�x"M: .RECEIVED. OROPPED FINAL CQDE REVIEWED WEIGHTS GRIDS MMAI I�FOEST \ DATE D' LOAD NO. ..1".:•2111 -12:04:41 to 7 CDGROSS lbs. 67400 GENERAIVmj HAULER TARE Ib- 31060 QRDER•NO. I DRUM NO. NET lbs. 36340 1 S� �33ca 0b ) I TRUCK NO. _ CONTAINER NO. (all RAILCAR NO. ' CONTAINER TYPE." •i'r"' LOAD COUNT (RAIL ONLY); '•:ED G TT FB. V. OTHER 1 2 3 4 OPERATOR SIGNATURE - COUNT DATE TYPE i NO INTERIOR - EXTERIOR WASIjG IGNATURE - •/ ' DRIVER SIGNATURE DATE � ` �`ITEM`x: ', .�,.f�.,u1�•��,;� v�av'��„ �CONdMENTS'�,,•4�1�?`.°�,� I: Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY - Generator PINK -Transporter GREEN - Receiving GOLD - Operations CHI 206 i P i responsibility for the persons who, acting under my drect Insbvclions, made the verification that this Information Is true, accurate, and complete Page 1 of 1 Authorized Agent Wednesday, September 04, 2013 Date g t, Clean Harbors Grassy Mountain LLC NO-" H-0 3 Miles East 7 Mlles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL iGenerator Facility Name: Newport Sub Sales Order#: LF7781697 I Generator Address: 1218 S. Fifth Avenue Date Received: 8282013 ATTN:WaterMaste Group Monrovia. CA, 91016 Generator Contact Name: Generator EPAID: CAC002741293 Load 13006767 ' Manifest #: 006590642FLE Original Date Removed Unit Serial # I Material Disposal Method of Disposal Facility CHID # From Service Type Customer ID Description Date Disposal 33320817 OW/2013 CM 006590642FIb101 PCB Solids For LandlM 81282013 Landfill e+assr Mountain, lrr Facillty Under Civil and Criminal Penalties of Low for the making a submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the information contained In or accompanying this document Is We, accurate, and complete. As to the identified sections) of this document for which I cannot personally verity kith and accuracy, I certify as the company official having supervisory i P i responsibility for the persons who, acting under my drect Insbvclions, made the verification that this Information Is true, accurate, and complete Page 1 of 1 Authorized Agent Wednesday, September 04, 2013 Date Arm ' LF77OV527-002 ' .' SC PFW 3/:kgOii Pleash mrinl or lvma. IFmim desl�ned far use an elite t72-oitrhl aNoaviriletl - Foim Appradbdt 6memb: 20584038 cleaat Frarhoro has Me appropriate pemnits. for add will accept tha waste the i6itator is iihippirtg: ' 1. Cemerator ID Number u;_vASTE?WIiFESTus_';GPrC002741'2J3 2Pagad of•3;Emergeny,RosponsaPMrs,- 0. Manliest Tacking•Numbq '•�• 'a 1 '.1800)46337zs. O6.59.0.6.43':FLE: S. s Nnme and Maii!gAddress - - - • C_nsmsws 5ite _.ress(ddrerent lnen ma3ng alar(Ms) -• -, PIet7lmttSfih • - ;, r • - 12i8'S:FftAveriueAf TN:-WtterAVasteGroiio Monrovia, CA91018 Ode orkBeav7i,CA92663 '. .. .'.. •_ GeneaSYs franc: 5 mra;WuICpmymryName ;us.EPAtonv eq ' :. RamediaFTrarupnriation Sen Des E A R O 0..0'9 8. 2-b 0.' 7. Tanspcnnt.2 Company Nana . • ' • • U.S. EFA ID Nqn".; 8. Dasignated Fz.a* ar rdlida.. ess m.. ..-U.&EAA(D Number Glean:Har6DrsGiassv P4bimtain LLC Wlc s u.7 S) 3 9a 3 0;17;4 3.. t''t:;'.'• ; ;. East 7 PYbhfi.df Knoll's Miles Ea QranisiilTis.UT04029'Fadi Phone:'_ • &i. FA: U.S.DGT n wrL Proper Sh' Namc, Haard Cha, fD;Vunb=1, _ (.DF�9 10. Caht'ners -'. .. 71:Tefal.. .• - fi Unii '•. ;f3;,a'aam Coles'?•' ' - No. ..T (ga.: add P,i}i(g GaiD Qfac'r/1) WtNd, i• rest REGUATEID<iPOUPIS kb!3j .SOLIDW&FE16MR1S2e5011 i lJ 1 l '..: $sSUMING>600 PaP� PcasouRCeaI1 ��: 2. Y 3. - •. r u:SxdalHanao-,�IrswamnsamAm�onalwom��ort - ;..- _ - 15. GENFAAiDR'SYGFFFROR'S CIFiGTCATroN: IhereC/ded5)e Biet atxcmteYsoltl>'s mnslgmmnim L4 and aairztery devCedandm h) . . '•mazlmd a`d:lab�kdlp'Iacarded. Patl aniindl respee"s fd prtrmndfuan tpr'aerapmtaaaditgmdpptxeNe hdematlonal ard raAaelgNeininertal �gutafnrts:Nea;wcl shipment endlomtk Pgmary, fEspodx,I,wAirymatme'mnanm aflhis coitsignmenlmnbim to tha temiadmeatlatlfed EPAAckrrovdeSgmeartolConkenl :'- ':,' .`.; •� ` 1 ' IrcNN d>ret lheVYdam m'atiln®Ian statementidentiSed In/OCFR 262.T7(e)jHl6ptalargs Quangrygeneratg�a� )(Illema iai gtiantgy'gdn a)is We.'• r ' t -emaamf emra M' YPCD Plim _ .- . - )pnolaa ... .: r Cam P�iC�' ShF�t3sr o`.5i_ F -.1.Z7 ., ., ..-. F 18. Intenstanal won='. - -.. 4 - - � ma�y/- .. - ❑Impaltm'U.S' Ll-acan from U.S: ,., Pan OfW-tiY:.4 •" : z Tran ni: nature lar ex rts• �' ;• Date leaufd U.5_r-' - � ti: TrsnsparsrAdnovle�mpnlafRe�ptaflAe�s r r '� TanSponerI Pttm TYpaa Nave reays trn ay, TmnspenerZ,dM d7Typad Name : ., •, Ignauae - Ti5a.0'sryzrs/VC.QIon$pa�. - i '. II ----II .:. -• - •r. WanuN. ❑Type... : JResWue ❑FzI Re ecgdn: • ❑rdl ftc(ac bn y .. Madfest Reference Numb: • U. - ti tftftulao Fady(a Gcea - - EPA'ID Numbar :::,�. } ;: - ;•, .'i _.U.S. '. LL '!•. ' .', ...".', _:nn Fedi iFiwv: ' W 18c.Signemte olWlemam Faa9h7 (w GenMalar) .. , : •' Ut' oaf::; Year, �. � � .. - N1g.,HaraKeusYtasb RepmlA;rrSemenl Ata9nd Cads(te.md°9farharddous vuL Ceatmen; dhparJ�arid cegdiy spsters). .i..�" _ _ ••,'' ',, : • -3. 20,Desgrs•ed rxmly Oxnelar OpeaarMxtkncf ieciDtdhamoau rpateda(aomadMthe rreivfe pt ae noted In lWn, iee�• P - - 6knafu3- NonN DeY ear EPA Farm 8700-22.(Rev. 3451 Pfevious edillons'are`obsolete.' v : ncclr;m AT;i A ker:Il Iri.Tri'r.Ftvrixeina'. cleaat Frarhoro has Me appropriate pemnits. for add will accept tha waste the i6itator is iihippirtg: ' l6®� GM �OAD:SUIU!lIAARY RECORD' ENVIRONMENTAL SERVICES* 9 00. 2e 13 75440 Iby ' &RCJSS 0 Ih TARE F-- A i to i'iET t. ROAD DISPOSAL DESTINATION ❑ D�� D SPOT L_ STABILIZATION RCRA CELTSCA CEL STABILIZATION ,I�" ' ":?L'OADTRACKING:INFORMATION1. M PLA.— . •DROPPED RNALCODE REVIEWED I WEIGHTS j GRIDS MANIFEST iOHUER NO. 1 V---7.IZ�^� DRUM NO. - TRUCK NO. CONTAINER NO. (sy RAILCAR NO. '- (-3 iL4 2 CONTAINER TYPE: LOAD COUNT (RAIL ONLY): ✓' r-6¢TT fB V OTHER 1 2 3 4' OPEFATOR SIGNATURE COUNT DATE tY i r x tLOAD Wi4S400TJNFORMAT ION � �` ;;WASHOUT STAMP�;�a WASHOUT: TYPE: , j NO INTERIOR E—E#)OR, 1 um unr rr etnuen ioc nnre �+ DRIVER SIGN E DATE ITtENI:d ±.:•, �;>•,r d� fG tFr yUr S x ` axe I r ti i Clean Harbors Grassy.Mountain Facility, Tooele County, Utah j WHITE - Facility CANARY - Generator PINK -Transporter GREEN Receiving GOLD–Operations CHI 208 !+ . % �2$lAusl201.3 09:12:2E, lb--. 75440 DATE I p c 1 LOAD NO. 0 Lo TARE Ib.• 32420 GENERATO HAULER i i .'[\1Pi I Yrv)k4. 'so -k pp NET lbs' 43020 iOHUER NO. 1 V---7.IZ�^� DRUM NO. - TRUCK NO. CONTAINER NO. (sy RAILCAR NO. '- (-3 iL4 2 CONTAINER TYPE: LOAD COUNT (RAIL ONLY): ✓' r-6¢TT fB V OTHER 1 2 3 4' OPEFATOR SIGNATURE COUNT DATE tY i r x tLOAD Wi4S400TJNFORMAT ION � �` ;;WASHOUT STAMP�;�a WASHOUT: TYPE: , j NO INTERIOR E—E#)OR, 1 um unr rr etnuen ioc nnre �+ DRIVER SIGN E DATE ITtENI:d ±.:•, �;>•,r d� fG tFr yUr S x ` axe I r ti i Clean Harbors Grassy.Mountain Facility, Tooele County, Utah j WHITE - Facility CANARY - Generator PINK -Transporter GREEN Receiving GOLD–Operations CHI 208 !+ . N l�a�H�rba ' Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Generator Address: 1218 S. Fifth Avenue ATTN:WaterfWeste Group Monrovia. CA, 91016 Generator Contact Name Sales Order#: LF7781697 Data Received: 812 812 01 3 Generator EPA ID: CAC002741293 Load #: 13006737 Manifest#: - 006590643FLE Original Date Removed Unit Serial #I Material Disposal Method of' Disposal Facility CH ID # From Service Type Customer ID Description Date Disposal 33317473 aM12013 OT 33317473/ PCB Solids For Londnll WaM13 tandall Grassy Mountain, UT Fadry Under Civil and Criminal Penalties of Lew for the making or submisslon of false or fraudulent statements or representations (16 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the Information contained In or accompanying this document is true. accurate, and complete. As to the Identified section(s) of this document for which I cannot personally verity truth and accuracy. I ceriity, as the company official having supervisory responsibility for the persons who, acting under my direct Instructions, made the verification that this Information is We, aeeurate, and complete. Page 1 of 1 Authorized Agent Wednesday, September 04, 2013 Date I LF779i52UO2 SGPPW 3!Vqoii Please plfdoll t4li tda"'i6'-j FomlApproved.OMB N0:2050-0019 •. �Gdfl;si otefi) EPA For ' an 87,00-22 (Rev. 3-05) PraAws. editions are obsolete.-,,, DESIGNATED FACILITY TO.GENERATOR -clea;"arbors bag the alataiioaliate hem"Wg, inr.Rud-inil A I 'UNIFORM HAZARDOUS MANIFEST,.. I "t-ANC-TeV74 PT: R - - '019 A. �'j CM q§n, FLE., VASTE 1,. 5. (31W, Odd M) &ShAyenueATT L Grotm wdinruvia, CA 91016 1�dnspom' me U.S.-EPA U)NUmbes, ReenedialTransP:A. U.S.,EPAIDNambor 7jmmpoAerzco3w,qYNr!L 'A__ , : S.Des!gnal ed Fad Name an to mots U.S.EPA1PNftbe(-.'-: Ci=a11 a urs, Gum n UC 3 L _§ VT MUP E 'a(Knous' .7. :.erdninwIlla. LIT . 29 FvjTtYs Phorte: -A nn SO. 'b_U S uflr.b lomper S.4ppingName, HMd Class, II)RUmbl. % '10: Cwt*ers �..al. wasle.,coadT; .,No. _TY_" HM: an d...r no nu ty , F304kPA HVARbOUS WASM SOLID, (17'06-00T ...... 2 of REGULAUD:,`±POUND�PC6S.W- LID -WAS IT: DEBRIS1 SOIL;- DT' '_Zofqff t A u N pmua-?FCR 9busic 61L)l 2. .7 7. 4. 4- 7- Jolt �"nal k0onra !4. Special Hancall; Mqpfv am 15. GENERAMR'SIOFFEFOR'SI:ERTIFICATION: I hemby dechue mat ft luontents allHe cors1grtnent are ft!" accurately dascrIbed above by the proper AWN nauma.-kd am dasi&-d jiadw'od; g .nnarksd and !aJleGWp!B4rded, and One lfi*dl'respactild peeper ocwc�ng to, apptmW interrathnal and =lomI.qcweffp=W reguladom. U aqdtshlpn��dam lam (jinten's ci Us -anstrinnork =6n to the team 411hp alloW EDAAaunorAskgmanl of Consent. C�qem MCS!Ofbrcrtl Fjrqffl,1ype0­Nq% j t, UR you 16. Intannaranat5hplows reeo U.Sx - Pod olenlryloodt— 0 Fxp.cA Tm]nsponrr'sloriwm (for dydd�C;ni* 17. Tmnspa,*Ad:novtdt;nrwn1 at FhooeVt of I&Eerb!s Tr Mono'. .03Y -.Yw . duportat I PthWJTyW Name.. Tn1rppDaF?.2 F1lRb1Iy11dN1= ..C, wma -• uq 18.01sc:mpanq 1&zr'&sc.M3ncyIndIqaVcnSp.a'w❑ Ouantity adon FLdl Rejecta Wet' ist RL'emnoe Mialber. TEOL —AterWo Fed tjTdr q"ruor) ,t U.S.EPAIDNumbe' LL fab -Day ft SIlInalum OfARemals tc�' Garat�j Month Ye Or .. . . . .. .. ' . .. ... 1 it z 1. emenWaMCSOlas P.O.. codilsfor ha=wsumnews 19. HazarftsMsm **,%Mhag amem, disposal• bad m4cong sysuers) 3. 12. 14. Hi,2 ftrqarY* N vwh'-� -UW'- Year EPA For ' an 87,00-22 (Rev. 3-05) PraAws. editions are obsolete.-,,, DESIGNATED FACILITY TO.GENERATOR -clea;"arbors bag the alataiioaliate hem"Wg, inr.Rud-inil A I l GM ENVIRONMENTAL SERVICES° Um .9 ba :. -LOAD DISPOSAL ®EST1f4ATION s 21 , 08 45' 13 ❑ ❑ F ❑ SPOT ?505'G lb GR0 STABILIZATION RCRA CELL_ TSCA CEL Lq STABILIZATION lfi TARE '"L6RD.TRi4CK[kG-IN$=Okm TION =< > °'_- i _ N7 1D NET _ ,' PLANT REVIEWED WEIGHTS GRIDS MANIFEST ' RECEIVED MAILED 29/Au'3/2013 10.53:57 JDROPPED �FINALCOOE i L� li GROSS lbs. 75060 DATE LOAD NO. - TARE lbs. Y2940 • GENERATOR` HAULERt JET lbs• 42140 ORDER NO. DRUM NO. :3� 331 113 v TRUCK NO. CONTAINER NO. (S)/ RAILCAR NO. '• / \ L.J � l . CONTAINERTYPE' ' , LOAD COUNT (RAIL ONLY): ��ED Gj TT FB V OTHER 1 2 3 4 . .�� 1OPEPRATOR SIGNATURE . COUNT DATE ' Oft"SI; ,tLOAD1NRSHOUT WASHOUT: TYPE: ' YE NO INTERIOR TE 11 I WASH SIGN URE ATE � I DRIV? SIGNATURE DATE (/ ITEhfl r ,�� �, COMMENT$ " '` ` a DATE;= �• ,. � :IJAME:`; , .. f n, Clean Harbors Grassy Mountain Facility Tooele County, Utah WHITE - Facility CANARY • Generator PINK -Transporter GREEN - Receiving GOLD - Operations CHI 206 / ' a I I i I I ieanHar ' Generator Facility Name: Generator Address: Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Newport Sub 1218 S. Fifth Avenue ATTN:WsterlWaste Group Monrovia, CA, 91016 Generator Contact Name: Generator EPA ID: CACOD2741293 Original Date Removed Unit Serial #f CH iD 4 From Service Type Customer ID Sales Order#: LF7781697 Date Received: 82912013 Load #: 13008802 Manifest A. 006590644FLE Material Disposal Method of Disposal Facility Descilption Date Disposal 33341130 6282013 DT 33341130/ PCs Salds For Landfill 82912013 Landon Grassy Mountain, Ur Fadnty Under Civil and Criminal Penalties of law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the infonnatlon contained In or accompanying this document Is true, accurate, and complete. As to the ' Identified section(s) of this document for which i cannot personally verify truth and accuracy. I certify as the company official having supervisory responsibility for the persons who, acting under my direct Instructions, made the verification that Mils information is We, accurate, and complete. page 1 or 1 Authorized Agent Wednesday, September 04, 2013 Date N Please print ErNoe lPo7m desinned ter use on Plea 112•n11drl lvoevnbIl LF7781527.001 Si 3/3/2011 Foim Approved. OMB No: 2O5OQM ,EPA Form 8700-22(Rev.3.05),Freviouseditions areobsoleie,'...-.:' "•' •• -'' DESIGNATED•FACILITY10GENERATOR cieail,Marb'dos'h'as th2'appmpliatF permits foF and WiSI alaept the aas4e t9ie'eneraTDl is ghioD R?: UNIFORM.HAZARDOUS* 1•:Geneaxr lD'Nunysr - ':WASTEMANIFEST 1.2'.Paga lol 3.EmeMexy Response Phone, d. Manl st TracRing Number - '< 0'06596 FCE. .'C A'' 0'0'274129'-3 ..fy30014 :•37`1@ 5. i,ianlNam am mailingAdaress - •"Gmeralors S'taAddres9 (16aaapt Nan mmTng address) ' 1248 S- RiUi Avenue ATJN:wzt2r/=Mase Grow) 1 tii Pj Ralhna RPgrl. — 'Mail CA 91016 �y GmerablsPfroice: ' Tq i - •y1 7;Z M . 7i'e'd3(jJFCncea,kGA92663 6. IrriW-Tpay ame 7 7. U,S.EPAlDNuhbrr ' RemzdialJrensparS:2PiaA SP_4giCE5 "• - C a d O O 7. Trarspodar 2 Company Name :•' -' U.$. $PAID Number' •• - - - BCesT,ge ai Name and SilaAddress -. U.S. EPA ID NImOer Clzn1e.17TGRntLCa-?D39130-174 -3GafHEa7'R7N6n it v1P4029•-' '•. Fedays Plane: ' f43Li1g84g900 -� ...13. 9a. �96.US.00T Oesuipbon.{erdu nq PropuAShlppjng Name, HemrdClass, ID Number.-' :1' 1D.`CmalraM ..' II.Total 12.Un11, Wasa .- CND. .Type - HM • zrid ParAno GpuP Ol airy)), .. Qumllty r f7tl@3 RCR{1 HAZARSiJU91�ASfE: a�Lt�. tfN0li�ClT, ' ' 2> i . ReGUi{4 ED ai P4URlD PCBS, s0l1D g oro DEBRIS 0501!.'` p'r q ,/ - ASSU091PICa>$DOP�A9PCBTvOURCE07lll. -- - --7-1 Via.: - , ..14. Special Naming NWuNonramlAdaiorel Mrin tlm •- -' - - - •:'1•_sz3sce-Dais•$. .. ;:,. :: •.� - ,. • . . , • e'comoltHs,cmsignmentere5ityandacara'srydesuIDMebombr DcepmperpbW,�gremn,wdaredass!64'perkpgpd,",.; 15: ;GENERATOR'SIOFFEROR'SCERTIFICSTION: thaebydedam Na6Nm's °madam and late ed/Nar'arded aM Nain rLrespecls In pmperdmddim lmrba parammLg fu app9raf�a,' Intem7anal eM ndonzd*irrni regdalbcrs..ltexportstirrP&.; - Eemrtar;lm*Daltrie bangs ddos masigmmnlmhforpi WFle larni the alai EPAIXtIai6rAedymeNcl _• '..' ' _.Iatsy dal Ne wasa rplrgmiraPon sFaaR.e3i:IdNd6ed,Lit}I GrR2a2.D(e)(:]I amelargaAuatiry galea )(dl asrmJ �`NSaiemtor)htnw.'• Gener=es'OBei?fa. n ad )pame,;-.- �. -- orb. -. n ,• ay ear. ���IJC,E W :• � OtlD:' ASACGC-+�T r;aR. SGI:' ': •.'L$f P.3: 18: Intra al'ShWmenls.,,_7: '• ... ... ..' .. .'. r:••' :...,. •,F " ❑Impod to U.S.;r i ❑E POdh in 9/,. .Podafmlyfeut' '•` .: . 'Tradsbader " dnu'lar H9 only),i Oele leavfn UIS.:' 17. 7ampaMrAorarlxdgimiofKec*gMatvialn ...17__ - -.' •`• .,Mum. �P`enn lPnnteMygeduarm - .. - - - - Day.•- - yar I NA1���.��1` Trarsi 2 pdcainyped Name 'game - • .. nN y. ,- ear 18 IN suepincy . • . 13a. necre anry Ni'mam SPace .. ' LJ.QmnI1N .. r' ` •'. . Type .. ' • 1. Residue } ❑PadLi RelaFllan ❑FWl li�feclm: "s , :❑ - „ ;•: .. . .. - w •fir:.. • , :.- •.• j . ,.. . MArufest Refaenc Nvrh_r.. - • � - _ • - - U.S um2rer , tabAbura3Facpy(m GaeralaQ ° EPA IDN M1 r; LL :• .: ' .: !% ,. . Fadr. s Plana: . ! ' •, iac.$Igdaaue BlAaomme Facliry.{or GeneratmJ, - - - •- ", `. - Mmlfi 'Day:�y'Yean • y 99. Harmdam Weale Repm rlanagamenf MaDad Lades (I.e.; codes forhanrdous wade hietmant, dsorsel, erd auydmg sydeas) - . r - - I- 2D Desgna'M fal Oxn6r.brOperator. Cer-fm tW n of reORO t bliaizAibb, n_`9f i myred byU�e m�reieslevx laT,'(pted Nllc+n l9 ,FJ�, _ - 1 Pd N .�• /j/'�, , / mpg Sf�1 ` o /Mw(N� . Day Year' ,EPA Form 8700-22(Rev.3.05),Freviouseditions areobsoleie,'...-.:' "•' •• -'' DESIGNATED•FACILITY10GENERATOR cieail,Marb'dos'h'as th2'appmpliatF permits foF and WiSI alaept the aas4e t9ie'eneraTDl is ghioD R?: 1 �/ lean appboir GM 'LOAD SUMMARY RECORU.' EW9IRONWlEIdTAL SERVICES* . .a lS 29 13 _ 770131 1b ORWS 0 lb TARE '-:,,,LOAb DISPOSAL DE ; 170830 ]h NET .<<.... EISPOT L(O STABILIZATION RCR❑A CELLTSCA CELI STABILIZATION ---'LOADTR/ACKING:INFORMAT10N�:'�:„�:'_: • PLANT p DROPPED FINAL CODE REVIEWED WEIGHTS. GRIDS MAILED '2jri`-Ava"Ati j . 15 DATE DATE LOAD NO. GROSS lbs. 77080 ! 080 3o 0go 3 TARE lbs. 32900 C GENERATOR) HAULER NET lbs 44180 n � ORDER NO. I DRUM NO. ,. Sa- G TT FB V OTHER /YES O INTERIOR WA OUT SIGNA E I DRIVE7SIGNA RE.-' - 1 2 3 4 . DATE Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY - Generator PINK -Transporter GREEN, Receiving GOLD - Operations CHI 208 leanHarbo ' Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sdb Sales Order#: LF7781697 Generator Address: • 1219 S. Fifth Avenue Date Received: 812912013 ATTN: WaterAVaste Group Monrovia, CA, 91016 Generator Contact Name Generator EPA ID: CAC002741293 Load #: 13006803 Manifest f: 006590645FLE Original Date Removed Unit Serial #/ Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID Description Date . Disposal 33341129 .82812013 DT 333411291 PCB Solids For Landnll 8292013 Landfill Grassy Mountain, UT Facility Under Civil and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1D01 and 15 U.S.C. 2615),1 certify that the Information contained In or accompanying this document is true, accurate, and complete. As to the - Identified section(s) or this document for which I cannot personally verify truth and accuracy, I certify as the company official having supervisory responsibility for the pawns who, acting under my direct instructions, made the verification that this Information Is We, accurate, and complete. Authorized Agent Page 1 of 1 Wednesday, September 04, 2013 Date 9 I p; dJ�� 1 7II1 $7fiO2 SCPPW.. 3/.319011 Please print r oearorhutleSlCnedfor use an'e51a.(12-0Itch) ypevmtecj Fo"*ruved:OM3 No.'2050-0039 'EPAForm 8700-22 (Rev. Pravious'edilions'are'obsolete. ,.' .. DESIGNATED FACILITY TO"GENERATOR .. .,• rin"+:.u..hw..A.ae�kn.:.::nenirdaa:.nn.wseF.:.wA.n:O...:.,e•sLr....:.�.C. w.,._-_._-..:.L_.i_+ - -, - UNIFORVKH,ARIIOUS 1. 1 y 41i -s . ` 2-v _ta! 1c� Res se Phme •a. 8 0 :413�^� 3718 Ma,(L(n (TggclQpg r�umher 'p ,�. fJ b R�+.'. 0: (y C C _ W4TEMANIFEST' ;:, ..-. _ ..a. �4-: ,. ..,.k, 4• : r.LC'. .':S.Gsnppp�(s Nap�g.pqJ tvtaiOngOLtlres4' Q°^' •`- -"'We m!ors'bftAddress (if aavenl than mat IN adres9),.: i l85 F>7dTproenueATitd�Rtateal�6+as¢eGram.. 1blBBal4Da31nd.. . MonioYrabCA�t8,1�1eei336 ++�d�xAA��!! �letrDDr@6ealll•6Af32663,.. .. •• .•` � •. �•. . Gaiem6NS Phone:• •1.7—���!�.'�b•7U0 .. - .• `.' . mm�sportar 1 Cpnpam/, ,ame:: -• .. .. .. ... r ..- - U.S: EPAIQ Nance ' Reiti3afTYdY14 OFt3AjOp'1JeY7ifse5 ., GA,R000281:5'60 ( 7: Tm Parter2GompmyName. ., •. .. `: :. " .5. - U.S.EPAIDNumber.. • • - • . • B Designatxd FaWy Na m PW SdeAddress : , '- US. EPA ID NumEer , • , Ova NarbmYsGras.y".AAountainiLLG 3'A9ifes East -7 t51s!as North at:MO11s L i"[y 9 3 3 3;ti 17 4 3'' ' Grams-Ale.UT06o 61 Nava Phorie•. f:A 5t 61 Sso -• .. go, 5b.U.S:DOTDasolp0pn fmcrudt?9?!Wp SNP?m9 Nemo. HaaNgess. ID NT".-"• •10.Contalnen.� '110-Tatek f42. UydF�..-.1.' _ ..: .'�. 3.•Wesle clad as • Na. '.,Typo. HM and?ac'dtgtroupfderr))): -: •. .. } r OuanOy' .YIU'ldl..; .. z 4fON-RCOANAZAR'DOUS;WASTE.SOiJD (RtON-DOT 26i ; REGUTATED<1POUi4b.00M.SDiiD:WAS_TE.DEBR15 `SD1f.. W ASSIf�9ING5809PPltaf'CSSOURCE'07L11 " s. a. " 94. Spedal Ran4ang lnsWalom eM AddVor¢I Wormatim ... .. .. .. . ' 15.. GENERATOR'SIOFFEROR'S CERIIFICATION:, hemby dddare;t1 to dentenite etMMs mnslgyneglamfvVy and accurately described at by the pmpersNp01n0�•uidmd�fied,padragpd, • maared,and'WbelEdlplecarll end ere iri,e0 mspeW In proper mndtianfor tan'spod etoob4i0;)opO*Able fntemaaanal'andn95anafgovommentel'regulations. It export shipment ad I ain.Ue,Pdmery.',�,.i; Expana Icem'Y MI the;cintents aI1I.A'mrsNrsient'mnformp the tam bllhe attadmA EPA ,ArJm6aAedgme.nt0fCcreaut •;Iceray dra-dte xasle raaieuMan staler,nemltlend5a1F40 CFR'7utTy(af Cll ameWga,AuaiOy Generator)' lame giardygenemm0titrve. Genuel7Y0CeWs Ponled/g4ed dams :: o ., - .. - .. ., m - eer: n— �1fi;'Inte?rodordsggmen's• -. ,. ❑Importb�... ❑Export fratn�• � Pwtafepy'�^exlt •� .Z iraWrb k( ds' D"aE US.:': ;r'. - :. --S•°.. Tr h .•, .' `.:.,.":, , w,:17.Tran;pdnxrPtmv'niaEgnerd�RerajiW NaWAak-. ;, .' - •� .' - _; q _ - '. sr, ::�, .. - . C rensporsr irP . _ a gmam : '.I ', Y ear r ..:2PrinledlfypadNeme-. '.^1 Trvwp -r •. :. Igraare -� �. " � r'., nm ay.', ear,. 10. Disoepar¢y - , ' lea: Dlsirapanryl�glbn Space`-",❑.Ouanhry El ❑Rusjduo' ❑ParIlalRgaclbn• ❑Full Reladhn .. . .:i:. - ) � Mandesl Reference Nunhec ,'� 1ab;wtemaa Pocdy (atGen '-_ - Ir .- .• U.S. EPA ID'Number. •- , LL' Facll• sPlnne:' _ .•Day ,°:Year_. ' w 180. Stgraaee alaaamalaFactiry (orGerealbQ, .. - .. - ,. - Mahlh o—i 19. Hazeadme;Wa!od Rxyat Maitagems(Method Codas.(I.e., codes'fahaialloUs walob'Veatm nt, dlspusad,and.Mcydng eye!ams) •- H13? ' 3' .. 77-77-77-7 + . . . fi. Desgw.ed FaonyOvnerar Opealor Cerlifimthrn clrecetpldhazddos matedalsmesad by dut rdanl'ast ekw as rol�titrn t6n - nj i/\.1 AT/ Pont .S �:.. /Year / _...�� 7 .�� fl ..A A ! 'EPAForm 8700-22 (Rev. Pravious'edilions'are'obsolete. ,.' .. DESIGNATED FACILITY TO"GENERATOR .. .,• rin"+:.u..hw..A.ae�kn.:.::nenirdaa:.nn.wseF.:.wA.n:O...:.,e•sLr....:.�.C. w.,._-_._-..:.L_.i_+ - -, - GM EPaVIRR?dPAEPdTAL SERVICES' COAD SUiV MARY.RECORD•• _`•;" • .. 12:117 i Ir �9 t.i "• 76740 lb GROSS; LOAD DISPOSAL DESTINATION ` ...° u lb TARE 76740 lb NET //��SPOT STABILIZATION RCR❑A CELL__ TSCA CEL 1JC9 ST�ABILIZAATION LOADT.RACKINGINFORMATION,;�"v_ PLANT 'DROPPED I FINAL CODE REVIEWED WEIGHTS GRIDS MANIFEST RECEIVED NW ED i U-+rL""' �D7 4.7 DATE LOAD NO. t ,s� ot3()0. GENERATOR HAULER V�P-u )OoA ORDER NO. 1 DRUM NO. LF -1-11 61 Sa-7) 3q�D TRUCK NO. CONTAINER NO. (s)/ RAILCAR NO. —T - i ED >•OPERAT ' 1 G TT FB V OTHER NO INTERIOR 1 2' 3 4 3ROKlbsc. TARE lbs• trET 1b s. 76140 1 31600 45140 Clean Harbors Grassy Mountain Facility, Tooele County, Utah ' WHrrE - Facility CANARY - Generator PINK -Transporter GREEN'_ Receiving: GOLD - Operations CHI 20 ��G�1A9�tl�! YJe Clean Harbors Grassy Mountain LLC 3 Miles East 7 Mlles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL, Generator Facility Name: Newport Sub Generator Address: 1218 S. Fifth Avenue ATfN:WalerlWaste Group Monrovia, CA, 91016 Generator Contact Name: Generator EPA ID: CAC002741293 Load #: 13006812 Manifest #: 006590646FLE Original. Date Removed Unit Serial # / Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID Description Date Disposal 33346753 82ar'1013 DT 333467531 PCO Solids For Landfill 62912013 landfill Grassy Mountaln, UT Facility Under Civil and Criminal Penalties of taw for the making or submisslon of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615). 1 cerd4/ that the Information contained In or accompanying this document Is true, accurate, and complete. As to the Identified sec0on(s) of this document for which I cannot personally verify truth and accuracy. I certify as the company official having supervisory responsibility for the persons who, acting under my direct Instructions, made the verification that this Information Is We, accurate, and complete. Sales OrderP. LF7781697 Date Received: 8292013 Authorized Agent Page 1 of 1 Wednesday, September 04, 2013 Date 0 Pleaserinikor li'p'e jFo 12 dchl, ).:;,1F77W �?79.921- '1 SC. PPW 3/3/2011: ged for use Orr iiite 0 FormAbrinved.OMBNo.,2050-0039 UNIFOR&194ZXRDbUS I I 'DESIGNATED FACUTYTO.GENERAT60. EPA Fomt M22(Rh n5)- PFqv_lous ediffRua ar"Ml&rz:- c dean H arbiric hic thp 1. Generator . . . ­ .;, .. . . :.:Ar 4. id anir eatTracidngNumber . .. - WASTE AKIFEST!' CAC'0:0 -0.6 1 9001.4&3-8718 :1 .0 65-9 0647 :TLE - 0 5. C-eZTL�etlfzrue and N" Aft. - Uanfffaw A evupvq��adi.tA 592663 'Ienvaeces Phone: U _S' Ep" Number 91�fftfi6nSer=e§ 60:01'81,5- 0 0 A li 7.Tmrf6portar2C:an;umyW�ma "U.S.EFAII)Numbef: 8 esignoto fad5ty Name and Site, Addmaa U.S.EPAIDNumber.. 314dei Eig 7 Miles Nbrith.of KWL� MT'D 9.9 i3. 0 i-7 4'9 Pa. ard'.0w,ji) Number. 10. d6irgained:." '12..,Unit HM.. . vndParXI;G"Qf any)) :11:Tow 0112MItY Wi.Nd. 13. . Type 0 )A0A4iCPA AAZARO"O­US.WA*SfE.S D'UJD'.­((l0N4XIT w� gLATFID �I: POU WbLPC8S,- 8*011) WASTE. DERRI fWSOI L: TO v. A$SU 110 MCi';;5 06 P12M Kgtdtl RCE 61 L11 Z. 2.. 4 77 AdW•onal Inumeri ....... 1�. 51 acial HanOng lrvarvdb� end 15. IGENERATOR'SIOFFEROR'S CERTIFICATION: I hereby declare M Pie contents of his consignmenfaie:11ily and acalrately deserbod'alim bi ft V*irchippIng name and oni'Obsete , d;pckagad;, t kirdad,'anb alio in efri in pmW ochOn fer varopod avionflng to appkabla Intimatiordahif natli �mtal ing"ilem. If "per, L xwt 0 mi�rkid and laUdido. dj.am, the pri 1 A#drmiedgmeyd IL :E) of I ck�l Ot deri 40. CFR 261 =*IV IN a MW ifiinin tit y G 0 are 50 4 J; tfu a -(a)tff air. a'krge4u Cf I 11111Wtyped Name Bignatime r 0. &s'A of -sed Pointe m Vi Date '6vw­ U.S". w. dgr cfhbL4ih Imnsp Na, a7tum _pft M TW3poniu2PHn',VTYp8dNq" I not 10. Dfivepe'rp ❑ tif;, . Rp's&q Rajfiic�*On ❑F(M Reimflon Manifest Re.emnex, Number. - .18b, Aj1emat8 FadrKor Generator) .:U.S.EPA iDNumneq` if. 76G 5apahrtedN'smate IN citmera 114-I'A Day 7 w 19. Hazardous WutqRepod Management WOW de O,e.,wd�fmhazardmms�ateahvt.c5spasal.an 'ie .5 0 cycgr6wents) H13 IIIV PikiledtTyped Nam. e MOM, Lilly.Year 7� '0, I I 'DESIGNATED FACUTYTO.GENERAT60. EPA Fomt M22(Rh n5)- PFqv_lous ediffRua ar"Ml&rz:- c dean H arbiric hic thp GM ENVIRONMENTAL SERVICES* I-OAD SUMMARY RECORD) ,. 2:49. 08 30 13 LOAD DISPOSAL DESTINATION 7820 16 GROSS 11 lb TA E F-1 El0' ❑ SPOT 73220 'lb HET STABILIZATION RCRA CELL_ TSCA CEL STABILIZATION 4 'TLOADTRACKING.INFORMATION ,' •'r PLANT DROPPED FINAL CODE REVIEWED WEIGHTS GRIDS MANIFEST RECEIVED D / MAILED I rN/ DATE .I LOAD NO. C� 3iJl.4,us/LU13 10:26:25 130 GROSS lbs, 781220 GENERATOR HAULER ORDER NO." DRUM NO.. so oo@L TRUCK NO. CONTAINER NO. (sy RAILCAR NO. R -q3" ' T5(D' CON-TAAI�INER TYPE: • LOAD COUNT (RAIL ONLY): /6D�:G TT FB V .OTHER 1 2 3 4 YES NO INTERIOR( E) IOR WASHOUT SIGNATURE. Cy DRIVER SIGNATURE _ DATE TAR'S lbs. 32207 RET lbs. 46020 Clean Helbors Grassy Mouniain Facility, Tooele County, Utah ,WHITE -'Facility , CANARY• Generator PINK -Transporter GREEN -Receiving GOLD -Operations CHI 208 '• ' orb r Generator Facility Name: Generator Address: . Generator Contact Name Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Newport Sub 1218 S. Fifth Avenue ATTN:Water/Waste Group Monrovia, CA, 91016 Sales Order#: ' LF7781697 Date Received: 8/302013 Generator EPA ID: CAC002741293 Load #: 13006855 Manifest 9: C06590647FLE Original Date Removed Unit Serial # / Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID Description Date Disposal 33387934 a%912013 CM 006590847FLE-151 PCB Solids For Landfill .813012013 Landfill Grassy Mountain, UT Facility Under Civil and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615),1 certify that the Information contained In or accompanying this document Is true, accurate, and complete. As to the Identified section(s) of this document for which I cannot personally verify truth and accuracy. I certify as the company official having supervisory responsibility for the persons who, acting under my direct instructions, made the vedfirallon that this information Is We, accurate, and complete. Wednesday, September 04, 2013 Authorized Agent Date Pagel of 1 r T. LF7741527-002 fsdl PPbV 3/3/2di1 Fmm� A - ' .. ' .: ;: :.. oamved-OM3Nc,2050-0039 Please oririt Sr lv"de.f�omt�desaned for use'in afile (12-oilchl tvoetrd,_rl . :•- - ' t• •EPA Form 8700-22(Rev. 3:05) PmvlouS edtaoneaMADS0lete. .. F DESIGNATED;FACILITY TO GENERATOR' Cleahtdarh,Drshasthani.tri odminErm4afifraadm'cila.epulthewastetli¢lO` raiorisst6.ppinp'. UNIFORM HAZARDOUS 1 Gen tail N bar - +• - 4 1..li274'1294 ' 2 -Pa ager r:tEmm ,3.Em se NN-: a Mu m iT cp Humin sM : ,.es; "�. O �,�fi-Q., WASTE ., �YMsANIFEST'.' 5..c�p2a� rai�p,,� .rgPzlOtss � ., .. - _ �` , •Genemxoh$:[eAgdrav (dtlldemnlmai ma9rg ecdrpss) '- '- - .. ,__ , 1238 S.,FdUiAvefiue ATTRI:�aterfNlaste Grave ' ' A§16 Balbba BM. ' '9do&v4a,CA91016• ,yeeybor Seaslt,CA92663. •. ,:-US.EPAIO & mnspaMl.1 'bamY Naim, +. :. Marbsr. ,. , Rem ediaJTranspaata3fanSeraices. - GA F:O.a 018:1'3.50 1 :, .. , . .. r-. 7. TmnePcaef 2 ComDary Hamo _' '` •. .. us. Framlfumoar , S. Designated,Fad4y Name and Sm Address •. :_ U.S,EPAIDNumber Clean Nas60(SGeagsq Phauntain LLC 3 Miles East 'Miles HaIrtt1 d 6611s ¢) i v 3 pi's v. i i p o; •': i (a.rarAs;;UIe, UT 84028 FadU Phare: e4lifill RRA–AcIall,I'• ' ger, 91b. U.S. DOL DoOk6n(Indudhg PmW Shb*q Name, Hazard Class, ID Number, �` +.10. Canlainem 11. TPL� •11, Unit; - ' ' 13.�Waile Cgdes' —77-7- -.To- •1. HM, end P214dr ".Vfan9)) ', is . Waelly - YAM, ,- .,. :...•. ARcuswasEuoN�T kM&5a1L. 'i's0urzr Zio7D`. z640uRCIIi fEGA#,XPbDKBS.SOLIDd ASSM46 x500 PPM PC8 z 2. ;:. :14. SOecW Harding W MUM aid Addberd h'amatbn• .IS'GENERATOR'SIOFFEROR'SCERTIFICATION: Ihumbyeeclam Oat the contents dNLa o&*nmant are kty end eosvmcly de=Rwd above" paFersSppig nsme;aM ara dassifiad,•. dagdd; :; merkad'nrd,leheiedlplacyEed,and ara In ed respectiN pmpeianditiaifar hnsspai sr<aalnt to enp.cable hAmalfunai eM mQgmlgoimmvnenlal {egulatkrs. if export shijmad.ari rlaft Ue Pdh3 Eryodet lcemlyrlaal Ae'contents al Ue,amspmngnt gorda'menthe terms ofNe,aazd0.EPAAdmoMedgmmtofc4ir n,. •: - .Jca:Nfythat me,msle mintntraton Wetement ldenWedy40Gr"R'2u-27(a) Of am a_ Lse qu Uygmiem l amasme7jryxrtay'ser mr)is we. �. blgf@wm . - n.. •..: ear IZ NCS 'W n %t5 .z . F 15.InIemaUotai SNPmenLs • ., _. -. .:.. .. .. _ .. - . , . .. ❑lmpoetuL.S.�, • ° 06yonbemU.. 'Pen e>ue.. oi`e^6r.l z , Tran mvd 'mivro krexoorts an' : • - - °, • .••Detblee" "U.S.: w i7.7mnspaneiAckngn4dgmentof Ricelptof N,amids"..•.•� K T er1P'rfflO yped Name re �ry aY: ear •� NA. t < Tren§Poner2Pmlted/fypaE Name ' . :. pamre .'� Day;: eq; 0isaepaed. .• jq: ' .••" t18. tta o,saepmrylMlceUPn Sp,m ',Q pixn:ty �TYPRedd-.' . OPafal Nerlon . ❑Fu; Relecdon-7. • - . " X:'.': Merle,, Rel6mm Number: . • � 4�. N�Smai F.naiy (err Generaa;). . -U.S.EPAIDNhImbe.- 1BG S'ynatumof Allrmaze Fawy(Pr Cenem .. _•. '• •. ,_ •','N,on'Jt. .,: Day ..Year• . y 19:Nazerdous waste Repo] Mwagamee)Method Cpdds(Le., codes for hazardomwaste treatment disposal, and mcAN irAoms) .0 1 - ...: .. :n :. Z'..: ... , 3. .., 4.- , N132. 700.^sigrcated Fer3dy Uaneror Opera�nn'ChrlificUonof re�Nl afhziardcus mz�iwls covarid by Ne maiJlesf eiccePl ere triled lnllem i%- _ �'7�� 1J(JuIp,K'�.; ; PMmyTyped Name Slgtxtare \ Month -Day Year A.:. i j •EPA Form 8700-22(Rev. 3:05) PmvlouS edtaoneaMADS0lete. .. F DESIGNATED;FACILITY TO GENERATOR' Cleahtdarh,Drshasthani.tri odminErm4afifraadm'cila.epulthewastetli¢lO` raiorisst6.ppinp'. foOrbor GM ENVIRONMENTAL SERVICES' LOAD $UMIIM4RY LOAD DISPOSAL DESTINATION • . •`. ,",.,- •. 8:5g US 30 13 7-9546lbGROSS O lb TARE ❑ ❑ ® ❑ SPOT 75340 -1b IIEf STABILIZATION RCRA CELL__ TSCA CEL Ei STABILIZATION '•... LOADTR4CKING'INFORMATION: PLANT DROPPED FINAL CODE REVIEWED WEIGHTS GRIDS MANIFEST RECENED MAILED S \3 1 20 6 �5 GENERATOR HAULER t��a�r-�-• Soh �•�S ORDER NO. DRUM NO: TRUCK NO. _ CONTAINER NO. (Sy RAILCAR NO. .. CONTAINER TYPE" LOAD COUNT (RAIL ONL ED G --'TT FB . V OTHER 1 2 3 4 /. OPERATOR -SIGNATURE COUNT DATE O�EW NO INTERIOR ( EXTEfiIOR WASHOUT SIGNATURE SS la ON 7j0/Aus/2013 10:23:47 GROSS lbs. 75340 TARE lbs. 32060 NET lbs. 4SNO I Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY - Generator PINK - Transporter GREEN - Receiving GOLD - Operations I au 2w Clean Harbors Grassy Mountain LLC RM QT 5 . 3 Miles East 7 Mlles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Generator Address: 1218 S. FlBh Avenue ATTN:WaterNyaste Group Monrovla, CA, 91016 Generator Contact Name: Generator EPA ID: CAC002741293 Original Date Removed Unit Serial # / Material CH ID # From Service Type Customer ID Description Sales Ordedl: LM81597 Date Received: 8=013 Load N: 13006857 Manifest #: 006590648FLE Disposal Method of Disposal Facility Date Disposal 33367936 8129/2013 CM 006590848FLE-161 PCB Solids For Landfill a130/2013 Landfill Grassy Mountain, UT Faculty Under Civil and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the Information contained In or accompanying this document Is We, accurate, and carnplete. As to the Idendged section(a) of this document for which I cannot personally verify truth and accuracy, I certify as the company official havingsupervisory responsibility for the persons who, acting under my direct Instructions, made the verification that this Information Is We, accurate, and complete. Page 1 of 1 i Wednesday, September 04, 2013 Authorized Agent Date Page 1 of 1 i i Plaaseorfr.7oclvse:R� vmedToiuseoneme112-0i"trhlivdevmtecl /..�.�T8i9 � 9.Q2 . 'SC;PPW 313/2011 'Forth Ao3m9ed. 0MB No.2030:0039 -` EPA Form 8700-22 (Rev. 3.05) Previous edillonsamobsolete: - d 'DESIGNATED.FACILITY-TO:GENERATGR:- Clea-itiathars has the appmyrate'pepits far and.mutilesepi the waste the genera2Dr i, shiUpin¢ " .'. UNIFORtd HAZARDOUS 1. GexmWr l0 Nun6er "'.4Y ,.. I" 3. Pegs is a: Erergepcy Response Phone 4.1dantfest Tracking Number "• •ir,; FLE•',. WASTE MANIFEST cAc'b or�7:a1"¢•433 :.1,--.+. soil;as 7 s.._ �0Q65�'�'6AS ' . Gener4tgra Sl) Admess If tlilfamnfthan oras .address •' s.. S. GanammrsNang and Ma!IIIUAddaca' .. - .. .a'c.a, _ �:�. .. •: -i� A (- vig_ )• .. - M61 sub .- ° • . ` ' 13189: F'4ftlk'Avenue ATiW;�lai. r1>}Vaste L'eaau® - i�i6 �a13fe� 9Mei.' ' Ad3e6dravia, CA 91016. ' �/ y u' eaLt�Jt1U7i �l°ati:Cei 92s.. -�+11.I GenemmeYPkas - 7..=2.7� 6. nspmter 1 BampapY,Name y • ' .: • • ., - T(..: • , .. .: ::.(r .: U.S. EPAID Number Remedial Tradis iertaYionSe'rvic6s :; C -A 81: 7„Transparar2Canpamy Nama.. •, .. ., • US.sAIDNumbg 6, Oasl9naa]fa3lyNemoaM SiLAddmas'-:• ”. US.c-„PA'IDNumber-;-!..+,:, .,..• •'}.�?. Clan taarb6►aGtassq A Ovfittahri LLC' - t:e U T 0 9 S 13 0' f4'8, � NTtes East 7. Miles id'drth 6 Rn0U5 Grann—Ale. UT.&1029. Fads Pmoa: 'ta a ann w•`�� ' ,ga ' ” Will PmperSJppksg Noma, tlazb'O Class. ID Nuppeq .. - .,. .. .. :.:: .. lb.ConGiners. 1L7o1a1 � - .. . 12 UNI' .. No:.' '.TYW.: HM and Pacid Gra en • ` . ag P N Y)b. i. z o . 1y PdQfd•#�CRA'HA7AR430glS `d71A$TE,S0LlD, f(t�Old-DOT. jj ' ' 261 ° 7-7 a R�EGAATMkiF0URDPCi35S01.ID'PIAS7�,DE8iiIS&SOIL, -AS•�+t1{fA1PfG��(S0RPMPCSS0URCE01Lfl. t .., i9Q� w • , �: i 7.777. • 3. 14.,Spedal Harding Nabydlp!ka,and Add4waliammallon .. .. - i'.i;aa�e=oases`: `GENERATOR'SIOFFEROR'SCERTMCATION: 15. I hembydedare Natthe contents qMs onnsllmnent are fir"gg awamily de" above by theWOPm sh'yping nano, middu'ssmed; padadged,;�',.� ,am • marked aqd laboladfoacaded,.and amirivilrespias inprcper onsdidae.forirensporl accordlig to appllmblolnto�ir�ml I andnafonalgoveonmanal regufallons. if 9apmtshgmenl andlem Om Propary l :kvoder, I ceNly that Oie cor mt, of O11s 60n6IgN11¢N onnlarm'Io the tanw ola w head" EPAAckwM*myn0c".1, a nL fr . : I'celity 4'iat Can mldmNwma sWorfent darded In 40 CFR 26W(a) Cif lama kme9uafNtY9� �lar @)fdl na sM. 1 Crygenera6>.jjs trace.- GerAmOY _ l Hap. -.r ysnwa., .. y. -off' ' .. metlonal Shipmeals':., .. i ;-• .'t>. ,. : '' ,---•T. , 16:Inte •,... ." . ❑lm' nW`11;5,❑Eagan form U. ..Padaen4yfarh .� _ - Torn iaie fa eiaolK'' ' ., "[ � e "". . '-'.' '.' .. s : �Onle r<vi U.S. ' .: � • .' U•lr,�iF.'•.- • : c; 17: Of Reiepla;l 's-, - - .. • ;^ • Transporter r2N:� uyw Name : • . - _ ... .. 9Fr . Tanapmfer2Prn2dffyped Name " . .• - _. - ., - n . • . onth ,' Da •°, F,. -. - 49. Uscrepancy •. •..". .I} 16n.Oism ancylldlcat6n space • 0 gWeniity ❑bc TypO. ' ❑f{esideo ' • ''. ❑ Pe I Rejection ❑ F.O1 Re(eclbn .1 f!acek Reference Number 5 Igb AWre's FacSty (m Gene2Jd:: s.' , •rUS.:PAID Number.. r.• R. LL FadgC a Phone: 1&.S:gaaarm ofNlemate F¢dsty (arGarsrelo0 .. .. :c :'Month •..Day -,'_.Year. .N 19. Aazard-Ues Wasla Repan Martagemant Method CAd^SQA..codes to; haza.*us waits healamin4 dlsposa% and mgc1,g SYstems)' - •.•.•-•:`':{:.-.: 0 1:. H132 z 3.' 4: - I20Oes(9rmlzd Fadey Os:ner arOpeator Cerfdtafo,of me8ytahiaardaU.:moienab WreredbYm-meafest exceplei Widinllem182� �.-c- 1...)(J Z{,:J10 l Pmt _ Norm. 1 S Z,� .: `• v man.h `D�F( ear. .� EPA Form 8700-22 (Rev. 3.05) Previous edillonsamobsolete: - d 'DESIGNATED.FACILITY-TO:GENERATGR:- Clea-itiathars has the appmyrate'pepits far and.mutilesepi the waste the genera2Dr i, shiUpin¢ " .'. 1 GM ENVIRONMENTAL SERVICES° .23 LOAD SUi1Al1AdL9�Y RECORD`..;:`:°;'' LOAD DISPOSAL DESTINATION:*, 8: ;', • tlo 30 13 lb F-1® ❑ SPOT 79280 '.b TAREy STABILIZATION RCRA CELL TSCA CELL STABILIZATION' ' 79286 'Ib MET " * L'OADTRACKINGLINIF RMATIO'N-,*%•;; .''"',*` ' PLANT DROPPED FINALCODE REVIEWED WEIGHTS' GRIDS MANIFEST` RECEIVED . MAILED CD :0, kra12013 10:28:56 DATE LEAD No. SRUsS 16s• 79280 GENE OR I t HAULER. TARE lbs. 32120 NQuJLbr+ Sib l5 IST lbs. 4716Q E' 5--1 ;Cz' TT -FB V OTHER TOR SIGNATURE " 7 2 3 ''4 NO INTERIOR E) r0R ;IGNATURE DATE (NATURE DATE mm 1 m Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY -Generator PINK. Transporter GREEN -Receiving GOLD -Operations CHI 208 i lean"ate° Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Generator Address: 1218 S. F1fth Avenue ATTN:WalerrWasto Group Monrovia, CA, 91016 Generator Contact Name: Sales Orderf. LF7781697 Date Received: 8/3012013 Generator EPA ID: CAC002741293 Load M 13006856 Manifest #: 006590849FLE Original Date Removed Unit Serial # I Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID Description Date Disposal 333673335 6129/2013 CM 008590649FLE-171 PCs Solids For Landfill W3012013 Landfill Grassy Mounloln, UT Fad6ty Under Civil and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the Information contained In or accompanying this document is We, accurate, and complete. As to the Identified seelion(s) of this document for which I cannot personalty verify truth and accuracy, I certify as the company official having supervisory responsibility for the persons who, acting under my direct Instructions, made Die verification that this information is We, accurate, and complete. Page 1 of 1 Authorized Agent ' Wednesday, September 04, 2013 Date . IPpr � h Please priill Fr Cy�„I,E,o7m''�eslgneU fur un on elite (12•pitch) typev+dter.} LF778i:527,-bP2 i i SG PP'i't1 -3l3{2GF3 ,-'- •'• k, Fgtn ppgmved. CMBINo; 205DAU39 s IINIFORni NAZARDOl16 ''IIA'TE: py um1'� I•: filar. (l 17 ?!32 R3 2Page 1'0.", ;L R 7 Em esp� �{r(y a+, (� C C $ • 33718.. 8rJ4� ' - •&7'6`93-08-6- • ' w3"'y PLE , 5A9ANIFEST & AVe{Tvr[ilOmsl'naAa :, ,i _ G xakors SfsAddmss(IldRerarlrharmaTrtq •e;s) 32iBS.FfthAvenueATM'WZ?erf-faaeGr¢uo i�s9R_Ralhvra_PhrP e pj4aPoyla cA•9iQi5 t ' I+teYr7yCrraLi,°nSo a' 1 ':21t Gcrtara'pfa Plana: , _ T 1 . . ranaxder.t ComPanl' Name Remedral.7ransportationa^ePi7ces • padar CM,pany NeMff - 7:Tmns 2 - 'U.S. EPA 10 NaTiMN & s greledFTiinvy Nanre SRe Addmm .. .IAS. FPA ID Number Cl.anw4horsbrassyMountainL[G U T [] KJ 1 x 9 3 7 S Smiles East't.mllds N12ft of Knolls • # ri5nf 'Hi UYS$4 J • ,. a Fadh't•/s Fhtine :'.':f �g 6'Cd-R .. . :F:L 9a: 9b.US OGT DeecR'lien nr3udi Pia erSh Name.Haiard'Chss,IDNp(nher, P' �. ng. P lPpinB ••1C, Cdrlatnem •• "' ti TAVJ, 12.Ui1 13`was{. Lotles 7Na;l 'Type RM and Paekin9 Group lH pPy)), Qua WWoI a •rte- 1 NO.M-FICRA;il,� ARD�D115 WASiMEXID. ((RON DLT ° kGOLME!}vi{til.11Y;1WPMB3,WMD!e WASTEDEBRIS e5U11 �:, %, �{}� �g� p t' •; '' W . , ASSUMlNt:-1660 PP'm'FC9 SbU RIC.E.61027 „,�• - w , .. xjr rF11. i4; Sperkl Harlden9 Vl+hwta'1 antlAdtlTxral lnbm•axn- 1 Pei D2128 Ty IS GENERATOR'SIGFFERORSCERTIFTCATIGN Ihareby dedale Nal;M mntenis alfhk mns53sananl'etafWFj andamualely dssm69a eliove Ey the psoporshlpp'ngF�na.aWara days psclthged msrFed'AM Ialiekd7plbgAed,And ere In ell respeCs In.papeysndrEenfcranny,nrt accoNh9ldapp(h hk lnhi•reWn5,l epd natlpmPgovemmenlal regulallpre.i(expodsh�pmxriEand i erp rs`PriRmy' Egwlian feeR�•tllal1�d011dFlt50lthi5 eeCsigmnenl Wll'prm@91d lalma 0t91e a1Ndidd EPAAcknBwlGdgmBFlt O�CORS011h - ' bieit'dg Aal me;mst3 yp;nIInIE34011 Stamm IldenW6,th 40 CPR 292.27(a) OfI&nalalge yuenb'rygehemldr)or(1 smell9iiantity' endrabr) hs -i, ••„ 'r ' 1aaaa _ 011 P ea y ,'�• .;rx i6-lgtetnalhnahShlpmynfe , , • , _ : ,.r.. ❑ImpaINUS F-tPoft'fiVm U:S. Pad Anby/arJL� TIBRApOrIerB neteld Nra t1R6 pA 'Gabb4,f U.&:` W. 17;,TrenspaRerA2Jm4u'adgT9tlt ClfteCa�Ilei MAlEdda • ' % r Trapiponer i F.06105M eme 9namrd • _ M ,N4 ,',( •'4'Trencpaier 2.Pr eirfyped Naa • ' ` me . "' - nm ay, ., •, '-°• 18. Disrrapancy w. • ..•'... ..:.. .. .. .. 'sf"^il,r •r r 18a: DhcrSP rq'I thmSpa�• ❑ �pznhlp '.DT ❑RedlGee I�P.falRGectl°n... ❑cu 11WI m II t.t. - FAdmIP.91.RC.efen�Nuw¢` r • 181e AlremateFaaJ y(cr Gdneraiu) .. - )'s .' US. FPAID NNR.Der - - -05c:51grtaNa a{Altemale FadJti{aG aelaigrb - .. ` •' NnPvid �aY• Year. .. 19:NaxardousY7astN Re nMgFlzementNla•:hcdCallas e..wdes R3,haarum �ry tepaatmeal. dspul. and cycvg ayaldms) -- .Ni Z. .14L '� 2C Desl¢naled FaaLty Dwndrgi Ope2lm Callfhi4on a(recAffl pfirdrardpyusrn 'aiscwee7 by Jienhmhsl C:eCep sic nctetl In llem lea .. `;•.�[} Pnn Name I aW1 r�.k' , p monm Oay ea ' /• 17 pl aj pnso Phare a rAa e 7 N , tiaR - EP.A'F6rm 67tf0-22 (Rev. M5,) Previahs editidgsard ahgGlete,'. OESiGNATE[k'FACILITY,717iGENERATOW. ..' r{Cdn b12fbOi3�7a99I9e'PP.�rDARa7eA@PEY1�15 f11r ii7iCd-IsiII:a6;ael tllD tlC7�heIIAY.:}!y^l@LatDP'I95IIIADi!!!y. .. +..:. . I . Clean Harbors Grassy Mountain Facility, Tooele County, Utah r WHITE - Facility CANARY - Generator PINK -Transporter GREEN - Receiving GOLD - Operations CH1208 NO,- orb r M GOAD -.SUMMARY RECORD. j EidVIRORR9E1dTAl SERVICES* - .LOAD `DISPOSAL:DESTINATION •s 'i:: ''':`.;-': 0 ❑ �/ L l y: on -su 13 SPOT rBe�J� �b_..GftO.;`� �f%r ULP STABILIZATION RCRA CELL_ TSCA CEL STABILIZATION 0 it TART- %J , 7S6O�i 1�°� hIE ''- WAD'' AGKING.INFORAAATION ri PLANTRECEIVED DROPPED FlNALCOQE REVIEWED WEIGHTS GRIDS MANIFEST QN ' DATE ' LOAD NO. /RU3I')0?-S 10 32.2,, �JU ► CQ -0 f5a)MOSS lbs, 78600 GENERATOR HAULER . 1 Y�� TARE lbs. 31340 ORDER NO. DRUM NO. NET 11)5• 47260 i LF���I52� 333cP�.2c��( TRUCK NO. CONTAINER NO. (s)/ RAILCAR NO. , d1 -'.' CONTAINER TYPE: LOAD COUNT (RAIL ONLY): , :- ED e7r FB V OTHER 1 2 3 4 OPERATORSIGNATURE COUNT DATE l - ��P�-LOAD;W4�SHOUT�ItdF,ORiV1AT[ON':�z.�'���,`�WASHOUT�STAfl�P;���".� '- WASHOUT: TYPE: ' S ' NO INTERIOR IOR WASHOUT SIGNATURE I I I DRIVER SIGNATURE DATE - -.'r.'� ,.�•r�DATE t'r ljry 4k^-: :2 '`moi'° r =s r• -� -� . hre7:r .c -� Y - r /- j•1.,... b .�',w 2lG r c.oz;;i..... _ ! .r ..'i .�Y4�C v3'+v.._z..+. iE.c .^+. _ ..-�." .-v 1. I I I . Clean Harbors Grassy Mountain Facility, Tooele County, Utah r WHITE - Facility CANARY - Generator PINK -Transporter GREEN - Receiving GOLD - Operations CH1208 inoHarb®Y ° Generator Facility Name: Generator Address: Generator Contact Name Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Newport Sub Sales Order#: LFT781697 1218 S. Fifth Avenue Date Received: 8/30/2013 ATTN:Water/Waste Group Monrovia, CA, 91016 Generator EPA ID: CAC002741293 Load M. 13006859 Manifest M. 006590650FLE Original Date Removed Unit Serial #I Material Disposal , Method of Disposal Facility CHID # From Service Type Customer ID Description Date Disposal 33368204 8@8/2013 'CM 006590850FLE-18 / PCB Solids For Landfill 8/302013 Landfill ' Grassy Mountain, UT FadGly Under Civil and Criminal Penalties of taw for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that theinformation contained In or accompanying this document Is true, accurate, and complete. As to the Identified section(s) of this document for which( cannot personally verify truth and accuracy, I certify as the company official having supervisory responsibility for the persons who, acting under my direct Instructions, made the verification that this Informatlon Is true, accurate, and complete. Page 1 of i Authorized Agent Wednesday, September 04, 2013 Date I Pleei4dilor,tNbal airm dbsIgn'4:Ior use on ei'h!(12' 7�� 09 .'SCPPW 3/3/2011. F6n Approved. OMB No. 20SM039 EP) Fam I 8700-22,(Rev.3-05) Prcvlousecfillons�ire obsolete. c - I j a - n lioshi - ts h6sthq approp . T . iali pe i ils'for and wilta I a' 0 th4i" j DE�IGNAT . ED FACIUtY-'�d.GENERA�W' I'm eb e:9ja UNIFORM HAZARDOUS • 1. . Generator ID Number I. "T., ofl. WASTE 3. Emywcy Response Phone : '-1 14. Manl!wt T(;cking Number 0 6 5`9 016t, FLt MANIFEST c 0 C6 7 �3 0 5:rsameaterS Name am 1612"MCMve Iag S. Flfq-,-Avenue ATT?4rW;at6r48Sw (aro-u"11), GEfflmieS 069: o.% �Msporfu W mpany Narro U.S..EPAID'Nu� .1 -5'6 0 TT7FP--w 2 Cnp-t No- U%*3. 7A 1.11 Number . r 0, Cespnatud Facility Name and SleAddress 'U.S. EPA ID Numb U T'D 9'9.19 0-11 • 3 Miles East.7 fAhs Nodh of Knolls Gi6htsttfille, UT 940219.1 adR/s Pfin-" - - ga. go; U.S, OOTDeWlptlon ardud�iq Proper SNp;[M N.M. HaWd qqss; ID Numbu. -�Ilt :Tba !"- •km and PqOg GmuPqf any)) L'Rp.Quandly %.'WIJVcl. 261 OE -GULAT-ED 4Cd�0C)IJPff) % 3.- :p :14 + 7 t .5. GEPERATOR-YOFFEROH':SCERTIRCATION: I hereby declare that the pontenis of Ws consIgnmern nth bly and aodffately deserted above by Lhe'ludpor:GhWOng rearkJard,ardelasafted pa.cRa led1placarded, arid ani In ill PWCl3'ln�*roEHdnon %r iihsicril ac6adhg to a�pll�blo inlema(wal and Waned govtmvnent marke I dpancilahe d leei*dlalthapontentsofthlscanu'g j4.: V. INM O0 Iags'RtmnSN•&a':nemfaA t 65 Shipments CExpeirImmUX, Porofe"dYk . t='reiXbmla, U.S:: I7-TranspUAA=AW 'ad % ....... w 0 T Year I WLAI 1mflapomr2Pnwvd1TypaoNaMa graue -.Day ea • • • 18 DWepw/' =wcy !Q - El R��L� . Ej 0 'is! Ofs -wa n Soa� parw w Re' Ehaeantity T R4ection Manifest Refeforcol"ber. 186. Atemale FadIly (or Genem r). Ep�110 Number a LL % Fad 19-Romidou9 Wants Report Management MeMod CodatopG., CQdaS 10 h5nRICA M55b) 12aleV11% dWpoial, and racycling systems)' t 7 4: 2D: oestgnated Facray.mret cioperpDr. cerufla�?Re.jx, jisfa6i�riM Immi'l8a'64L)'i -0 0 0& �5 77— Printed Pr a. U3. Year - m r , 21 J3, EP) Fam I 8700-22,(Rev.3-05) Prcvlousecfillons�ire obsolete. c - I j a - n lioshi - ts h6sthq approp . T . iali pe i ils'for and wilta I a' 0 th4i" j DE�IGNAT . ED FACIUtY-'�d.GENERA�W' I'm eb e:9ja ii � I ft' rb erGM , ° LOAD SUIIflMJARX RECORp .. _ ENVIRONMENTAL SERVICES' .:' r" LOAD DIS,POSAL'DESTIIdATION°.':;;:.; .; TABILIZATION le L1111 SPOT S RCR❑A CELL__ TSCA CEL J 4 'STABILIZATION 7:43 09 0313 i �::: < • .,,,. ,:_ ., -, 75000 lb GROSS :':,LOAD7RACKINGIIdFORMATIONr O lb TARE PLANT CEIVED�-DROPPED FINAL CODE: RENEWED WEIGHTS IGRIDS MANIFEST 756011 lb FLET TRUCK NO. CONTAINER NO. CONTAINERTYPE: G TT FB V OTHER OPERATOR SIGNATURE 5LOADIIVASH_O117t1_N F_ WASHOUT: TYPE: NO INTERK WASHOUT SIGNATURE 1 DRIVER SIGNATURE i 1 - - r•:ITEIN Y,-.. ,sx; r_ ;;vsf'SC• `o�? �Iwzm )AD NO. 20 Is -0c) bC 2 HAULER 11;�T IS DRUM NO. 3 W O -Q V RAILCAR NO. P (01, aq LOAD COUNT (RAIL ONI 1 2'3 4 9,•3.13 .�t�7r.� ?CQItiAflAEIV:: 1 03/Sep/2013 09:57:07 GPOSS lbs: 16500 -IS�OC TARE lbs.. 32260 I65 NET lbs. 44240 1433y0 Ib5 I I I I Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY - Generator PINK -Transporter GREEN - Receiving GOLD - Operations CHI ND i kapH b r Clean Harbors Grassy Mountaln LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Generator Address: 1218 S. Fifth Avenue ATTN:Water/Waste Group Monrovia, CA, 91616 Generator Contact Name: Generator EPA ID: CAC002741293 Original Date Removed Unit Serial # I Material CH ID # From Service Type Customer ID Description 33400210 8/302013 OT 33400210/ PCB 6allds For Landfill Sales Order#: LF7781697 Date Received: 9/312613 Load M 13006878 Manifest A 006590651 FLE Disposal Method of Disposal Facility Date Disposal 9132013 Landfill Grassy Mountain, Ur Facility Under Civil and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the information contained In or accompanying this document Is We, accurate, and complete. As to the Identified seckon(s) of this document for which I cannot personally verify truth and accuracy, I certify as the company official having supervisory responsibility for the parsons who, acting under my direct Instructions, made the verification that thls Information is We, accurate, and complete.. Page 1 of i Author@ed Agent Thursday, September 05, 2013 Date 17, m IL7781527-0A2. SCPPNI3%3/2b13 Plans' dnl err M1ine (orm tlrsibneHfor hse on P5IW(42-oilrMtvnmvn; U a }4' Farm Aomoved'OMB No -2050-9039' i EPA Fon 8700-22 (Rev. 3-05) Previous editions are obsolete: ^:_ - - V DESIGNATE FACILITYTO.'GENERATOR. Clean.rda?UDPs h�slhs agProPiia?e Reimiesfa�a4idWill;as.�ePY rheaiDs4e.tire',?DiG�ra�©: ib:sltiPPiI;A. UNIFORM HAZARDOUS 1 rel rl N" r .n:". LOWWu iS'��. 7 4:z 2•; 2. Pa afol �:.: 3. Emerya Re Wing ' ing ' 4. Ma fes i ck umber ' ; 0 � FLE .WASTE hIANIFEST`; . .fW914 • 5.GA1aiGlgAda'ress: Genarebts'SIIeAeare59'('d'Ereren4thap'jnaRing address) . 5238'a.1QAmerri;e A77C1i1Natcalh�ia53e Grrxnv ' , S �i oa ga9hna Phi 4 03nravia 40A;(§�1426 T'70 7 NevdoavtGa id%CA92563, �Generabds '-1 T Phona: "''7 '27 6 6. Trensponer 1, ,pant- me - U.S.EPAIDNumber• RaPleeiiSa9Trans2attatiaittSenri Ser"S: A'jranspoiter2Comparry Narge, -. -. ''.U.S.EPAIDNumber - 17 0.Oeigneled, adliry, Name and 8doAddress , . U.S: EPA IONumber. ' Cfe'anHae6ois'Grassy.4Y8ou'vbiD'LLC v "v $ i S 3'NBles £i5f'7 S4Tiies 6daeth of itnallS y , G , riisgilie. Ufi 84'029'. • .: Fa26lys Phoae: : /$,"rj✓,}S '' 91f .: ' ga, 9b. U.S. DOT Oasciptln'Qncludng.Pmper Sfupofig Namp; Hazard Class, ID Nt`de5 11.Tota[ .12 ,13;Wasta Lod es ;. _T 'HM: Ouand WWoNI. z f 'YdDPoft-'0A NAZARatSlf9WIASTsE.WtiD (NPP-POir-.. '- 2�g a RCat3LA1_il3PfJUPBDPC&a�IDWAStE>DE8RI5�S(3Ii O(�/�f0�% ' W F15SI7A9lAfG>5GO.PPA9PCSSJIJI2C€81Li1. 4.. dr :.;14 Spscfal'Handling.lnstrgoore-andAddlllgnal Into 1... - .. I.,snses-•:()Rias - .. 15.'.GENERATO(t SIOFFERORS CERTIFICATION; I hereby declare that the o6ntents of Noarrslgmmem sm fully and acaralelyde'scribed'above by the proper Shrygrg name, and ere dpwRed padigad ^+narkeE arM labelbdptaprded,aM am[n'alt iespecMinpraper=digenferlratnpod acaidrg to appHczbk Nlemalroral entl nallanalgoveplmentetregulaVoris Ifexpofl�a4pmenl and l'em the'Pdinary^ .� .Co I Expoiler,IceNfy that lfie contents of this mnsigfmrst con form to tlie'lems bfNe'ahached FPAAckwWWgmenl oWoof ': IseAiFy U�at Newasle rrdnim¢.-hoe slalemenlidenried in 90 CFR 2c227(el ((lama('rge quanalygeneatar _. .Qfl z'sigag quan9ry 9eneratm Is Wa.' ' uneratorsloverars nrdea yped Name .. con Day , • : ea M c'Es .: • -. �. ' J 'L .t6.lnlemalaal ShlPmenis II ----1F .. .:' .. .. - ' ::.: .. ..uh!R°d to U.S. .::Export jia9U., yPoM1;alenGy/exit•: . . - -.. .Z Trans rNr denduni for exporhvon' : • . , -. .'' ':Date leavi U.S. ' � . W' 17. irarspoder0i(Ow•Medgmenl of Rerelplaf Nalanals ... .. ' .,..: . ;... . . Tansponer.l„Prhed ypeCNaine - .. atere�. yr' I. rub y ear: N Tfa Ie"r 2 Pr6tteaffypedW / '. Ude' .. - .' Mon . ",ay, !.ear ' 18. IXsaepancy ' 78a. PismepanrylndlntbnSpaceIJ Ouaridty ❑Type'^ ❑Residue'.. '; ❑padial Rejection Q'FuO Rejatipn . Maddest Rerere6a Number.A ' - l$b.Allemale Faa7gy(orNnembr) - •, . , '" U.S:�EPAIDNUmber-' - J LL [. .. FadlitVsFhone:. : - .. •.•:. w 18c Sggatue ofAllernateFAcTry (or Gegerator) :.: ' - . - • s :' ' A{opgt' Day. .Year: z . r• ' N19.;Hakartlpis -Y:asie ftepmlltAa�gemenl MelhodCoded{a., atlas forharartlous.x'aster heamielih?spoael, end rec/ding systams)�y, 0 20. D�dgdated.f2ali.N' erAr Dperabr. Cedirgpfian ofreaplo):IiSzpNwsma.erfal`s:covo[adbY �ne ngiufest&c,P,pt as;_ntied^[ /fes FU Ponce N a u \ n ' �: Monty " Gay, Year. i EPA Fon 8700-22 (Rev. 3-05) Previous editions are obsolete: ^:_ - - V DESIGNATE FACILITYTO.'GENERATOR. Clean.rda?UDPs h�slhs agProPiia?e Reimiesfa�a4idWill;as.�ePY rheaiDs4e.tire',?DiG�ra�©: ib:sltiPPiI;A. •R GM . _®I :LOA ARY:RECORD•�•,,. - ENVIRONMENTAL SERVICES' :§UMM, ` C INER TYPE: • - _ �ED G TT FB V OTHER OPERATOR SIGNATURE 03l'aePI2013 09! 23:06 DATE :.LOaD DISPOSAL DESTIRl'Ag10 GROSS lbs. • 7. -_quo GENERATOR -�:1S O`i 03 13 ❑ ❑ [a 1:1SPOT 'r5.`OO ]b GROSS �, STABILIZATION 0 lb TARE _ STABILIZATION RCRA CELLTSCA CEL 75500 lb NET .;.•1'0-%:er%x.6j0wrwrr_ MRA"^Ki•'`W>dCx„�:.;'>;zh'tr: i IAD COUNT (RAIL ONLY): 1 2 3 4 E NO 'INTERIOR E�- OR I WASHOUT SIGNATURE DATE /3 l v... - N p t yt^?q `i ilbi •�! i -!i r 1=r; -[G .c `tt-.e S t- r`14�R' •Y• rP E ,Y -''-':5 .r..tl.DAfiEW`;r..- ,,;,r,Idl1M3•� �S.r'= v Y Clean Harbors Grassy Mountain Facility, Tooele.County, Utah • WHITE - Facility CANARY - Generator • PINK - Transporter GREEN - Receiving GOLD - Operations CHI 2D8 TRUUC+ NCO. CONTAINER NOT. (sy RAIL( ` C INER TYPE: • - _ �ED G TT FB V OTHER OPERATOR SIGNATURE 03l'aePI2013 09! 23:06 DATE LOAD NO. GROSS lbs. • 7. -_quo GENERATOR •HAULER A ' eus co �. '�. TOPE lbs. NET lbs. 32920 42_+%x0 ORDER NO \ - DRUM NO- i IAD COUNT (RAIL ONLY): 1 2 3 4 E NO 'INTERIOR E�- OR I WASHOUT SIGNATURE DATE /3 l v... - N p t yt^?q `i ilbi •�! i -!i r 1=r; -[G .c `tt-.e S t- r`14�R' •Y• rP E ,Y -''-':5 .r..tl.DAfiEW`;r..- ,,;,r,Idl1M3•� �S.r'= v Y Clean Harbors Grassy Mountain Facility, Tooele.County, Utah • WHITE - Facility CANARY - Generator • PINK - Transporter GREEN - Receiving GOLD - Operations CHI 2D8 TRUUC+ NCO. CONTAINER NOT. (sy RAIL( ` C INER TYPE: • - _ �ED G TT FB V OTHER OPERATOR SIGNATURE i IAD COUNT (RAIL ONLY): 1 2 3 4 E NO 'INTERIOR E�- OR I WASHOUT SIGNATURE DATE /3 l v... - N p t yt^?q `i ilbi •�! i -!i r 1=r; -[G .c `tt-.e S t- r`14�R' •Y• rP E ,Y -''-':5 .r..tl.DAfiEW`;r..- ,,;,r,Idl1M3•� �S.r'= v Y Clean Harbors Grassy Mountain Facility, Tooele.County, Utah • WHITE - Facility CANARY - Generator • PINK - Transporter GREEN - Receiving GOLD - Operations CHI 2D8 i leanl�arb a Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Generator Address: 1218 S. Fifth Avenue ATTN:WaterlWaste Group Monrovia, CA, 91016 Generator Contact Name: Generator EPA ID: CAC002741293 Original Date Removed Unit Serlal # / CH ID # From Service Type Customer ID Sales Order#.* LF7781697 Date Received: 9/3/2013 Load #: 13006870 Manifest P. 006590652FLE Material Disposal Method of Disposal Facility Description Date Disposal 33399946 8130/2013 DT 333989461 PCB Solids For Landfill 9MI2013 Landfill Grassy Mounialn, Ur Facility Under Civil and Criminal Penalties of law for the malting or submission of false or fraudulent statements or representations 118 U.S.C. 1001 and 15 U.S.C. 2615),1 ceri that the Information contained in or accompanying this document is true, accurate, and complete. As to the Identified sectlon(s) of this document for which I cannot personally verify truth and accuracy, I certify as the company official having supervisory responsl6Plity for the persons who, acting under my direct Instructions. made the verification that this Information Is We, accurate, and complete. Page 1 of 1 Authorized Agent Thursday, September 05, 2013 Date 7, Opw 3/ Please M ,sen e. tE�I;42- 4i w -Ow sr_ w291:t pdntbiy'p A' 'dasl�neatclr 9 �Plfch)hpev let i _7 FornfiAppr;v6d.-OM3No.205M039 .EPAFornt . 870D.22 (ReV. M5) Provims editions are otemlete. bg$!GNATED FACILITY TO GENMTOW CIPaR Hiftrs'ha�s the 'aidgw6on"atetivirtrih.5 for and will accept the Wasti 16'A*e'ni)ra'lat,. Lq shiovinC UNIFOKHAZARJOUS' 3.=— here unb I IfG"wrMr1D6bx�bw WASTEMAITFE CAC'00274129�- 1!:1,Vo 7. .14, OT; � 48_,aI�i8 7. B. r, L E S. cier,emiaesNarrukaad Mallrog REFS rxnvaftloft Sl4AgdMf3,(d d[MaLi"I than neaRrig adclass) 12189 FrMAV6pue'A1T.NVaTsr/*aM Gratio'.. e- Balboatt4 moirimvia cAgibis' .15ig Z') 88 GoneratoesPhone' (I.Tronsporter I ComparriNarnet Y.S. EPA ID NuPbef c A Rl 6 0 OA 81 7.TransporborMenpanyNemo U.S, EPAID.NuOer 8.0esifinabriladfry NanteartMeAddress; US:ERA[D.4UMbcor Clean HarbcrsGft95CC' 7 2v'MntMtakL U -T D 9 Sri 3 0 17 *.8 - SPAULsflasi! 7 NOS N'birth of l(Ifolls G ,Jlewu, 9... rat FicTlyis P hdi. o: Be. . 10. containers Ji. Tia- ii�urat i See ----• 7 -7yos • KM OusirOy" W . j 0 >1 50OPPMpc W-- 4, 14,SpedaJHanUagIrmuc-,MBMAC61Ure lWor� Ucr..' :1 LUCt=02 .12B IS; GENERATOR'SIGFFEROfrS CERMCAMON: I hqtlrfdedM M Um c6no9nts of We ".-rurient ans fulyand acdwately des bed abmv by he;4- er sVp* r�ane-jrdam - ' marked ind 1&ed1p1sc"d, and are In 0 nxpDcg:ln po omuvloa for to apieg6atile iniurabonzi aft� haneimi govemun kal reg6lations. If exFoft shlprnedl M*'ary EVorte:kdrilly thattim contentiof Niwn61g6TftviG4=W the-tqms of& abcbedu Admovvle;lginarabf6rek I certify tb�a ju. Afi� grrmom� Sp(q [ff �m a SWI gencratodis he.• t Getteftecft"eftusior[Mad frypedtharne DZboleaft S: lframporter I Prhnodffyioid Nuem! on BY. 0 z Trurspow2lofintedritypedName--za"b"Wro -..Yw 18. Discre*xy —V' • I ejxanciind on gp= 11 Peem P. El R'fi"& Number. —,U.S 18b. Alternate Facility (orrenomror). i .... ... Z-77 77 ,EPA ID Number ... :7 zc . " .. FadErrs Phere: 18a Signature of Xternate Faclity (w Generator) I,rMonth,' Ph '.-:year' =Irwt, digosal, and racidlig systirm) 4. 5;t I 200es§natMFao7NDimerorOperaler.Canikadonofrecelpto:haradausmaLLviaS`avErL<db/Naman'estexceptssna's_dNilerl8a .(/% "` y• ?rw:e4QvoedlNa Melfi _Uq, 'reek.. .EPAFornt . 870D.22 (ReV. M5) Provims editions are otemlete. bg$!GNATED FACILITY TO GENMTOW CIPaR Hiftrs'ha�s the 'aidgw6on"atetivirtrih.5 for and will accept the Wasti 16'A*e'ni)ra'lat,. Lq shiovinC TRUCK NO. CONTAINER NO. (sy RAILCAR NO. 'CONTAINERTYPE: - LOAD COUNT (RAIL ONLY): ED)G TT FB V OTHER 1. 2 3 4 OPERATOR SIGNATURE COUNT DATE I WASHOUT SIGNATURE DATE DRIVER SIGNATURE ' DATE Clean Harbors Grassy Mountain Facility, Tocele Courny,.U,tah CHI 208 WHITE :Facility CANARY • Generator PINK -Transpdrtor - GREEN - Receiving GOLD - Operations jleanftboES B-®A®•SIDiUIMARV R�COR®'' `,` ENVIRONMENTAL SERVICES* . :. r 7,21 09 03 13 74320 lb GROSS ;i• - ' `a: :'; LOAD DISPOSAL DIESTINATIOM;:; •.'-,',•;';':.:' 0 Ib .TARE 74320 lb NET J/YO SPqT 'l- STABILIZATION RCR❑A CEI_ TSCA EL STABILIZATION ;:.L0ADTRACKINGLN0.0RMATI6N•1'z::'"..;i;,,�`::''� - PLANTDROPPED RECEIVEDMAILED FINAL CODE ��REVIEWED WEIGHTS GRIDS MANIFEST03/geP/2013 09:28:04 OROSG lbs, 74320 DATE LOAD NO.\ ' Q � ` Q0\ � L/- TARE lbs. GENERATORHAULER -DIET r6s. , 133000 9132U TRUCK NO. CONTAINER NO. (sy RAILCAR NO. 'CONTAINERTYPE: - LOAD COUNT (RAIL ONLY): ED)G TT FB V OTHER 1. 2 3 4 OPERATOR SIGNATURE COUNT DATE I WASHOUT SIGNATURE DATE DRIVER SIGNATURE ' DATE Clean Harbors Grassy Mountain Facility, Tocele Courny,.U,tah CHI 208 WHITE :Facility CANARY • Generator PINK -Transpdrtor - GREEN - Receiving GOLD - Operations i iarb, air Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Generator Address: 1218 S. Fifth Avenue ATTN:WaterM/aste Group Monrovia, CA, 91018 Generator Contact Name: Generator EPA ID: CAC002741293 Original Date Removed Unit Serial #I CHID# FromServlce Type CustomeriD i i Sales bider#: LF7781887 Date Received: 9132013 Load M 13006871 Manifest#: 006590678FLE Material Disposal Method of Disposal Facility Description Date Disposal 33399997 9/302013 DT 33399947/ PCB Sd'd^, For Landful 8/312013 Landfill Grassy Mountain, UT Facisty Under Civil and Criminal Penalties of Law for the malting or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615),1 certify that the information contained in or accompanying this document is We, accurate, and complete. As to the Identified section(s) of this document for which I cannot personally verify truth and accuracy, I certify as the company official having supervisory responsibility for the persons who, acting under my direct instructions, made the verification that this Information Is true, accurate, and complete. Page 1 of 1 Q &, Authorized Agent Thursday, September 05, 2013 Date Please pritdarrype.(Fer d.'signedfor use ch elite 412-oilchl:H13ewrTer.1,UFJr7ft5.47-002 .;'-SCPPW 3%3/2011 ,Form Apo ..dd.O.tAB 1,b. 1050-W39�'•" EPA Form Form 8700-22(Rev.3-05) Previous editions are obsolete. .: '• '/. •. ,:DESIGNATED ACILITYTO'GENERATO#: Cleah fta111ars ha, a approvriaty ermir9 for and ivi99 accept the via5le the Ataertor i, shrFyin�. "' "' ' UNIFORhi RAZARDOUS 1'Croletaty°ID Nlenher - - ^' -, 'WASTE 2. Pagatul 3. EmeryercgResPsgsa gime 4. Manifest Tmcgng Number "- 596 'FL(E - - MANIFEST- .. . C A G O O 2 7 41 2 9 3... s .•• (90o3=•�s3-�3a. - 0'0:6 7.9 G—iTaW,Nzmeand NalingAdNeu •_ - -. ."_., Gen¢mmh SaeAQdres, (il tlitkrml Nan ma'pg eddressJ; ':• -. .: .... ,. .1219S.'FiftAvehue.ATRJ:4Uater/wasteGroum' 15ifi ial6aa;Hpr� ,Mpnrovia,GA.51015 G� Z4i L%g$ Pi®wpor46ea GlS26k33 n.., .Grsemtefs Phone, r m ponet I Company Nape. - - U.S.'EFAIGNUMW ' - P.emediai;ranspoittian'Sarrices . 2 ••, T. Traruporlec2;CarwnY Name• _ US.EPAIDNumber C. •; "`„•... '4'".;i '.-, , . &DeslgmleEFacuMNareandSmAddass. ,, , ., US. EPA ID.WmAv �:. � .,. :•.:.; .•;. ..- :1 CIeanHarborsGrassg'PAaurirauiL�C' UTD�'S1,30. 7: 4' 3Miles fcasi7-&rd2sMorihafinoils Gihr6vWe; UT 94025 'Fadtrys Plwo:' 14351894-9300 - .1° .. •;.� -i.10. Be. Bb.U.S.DO7 aattipdon(@dudNg PmpeiSNppNgNarte,Haab pass, ID NumheG P4nteUlma .- (1:Tmal A2.` 'Wt1Vcl; -,- ;Nb.'.' i' Type , HM .and PadingGrouP (IfanYll Oirantiry'• •' : - .:'•,:y''.:'.;.'`'+• 01 -:1. NQN�tt$. kAZARD00SWASTE;SOLID (0116P4Y0 REGULATED.KIPOUMD'PCBS.SOLID�1&sTE,DE9F71S�r9D1L. : .: p 261 AS91,!WfdG X500 PPM Or•B SOURCEOtLA : W ".:. .:,.'•°,:. 7. - - -- .r�•r •i. :: L.•'' � �• .• " .14. Spcoel HandC,ngIrnbu,UiansAMAEditianerinfamlatkm . ;. r.. ' 15.=•GENERATGR'SfOF'TEROR'8 CERTIFICATION: 1hereby decksm Na! the cement of die mns:gmnemea(ulyaW aawate'ry aasamdabwa 6y ihv piapershipp6lgrmr�, atm are'dassl:.elt.pac2egxd, !,- _ rnivicedtnd tataxdldarl'ner.'and are in Ji re-spec3,in PvpermMOvn torbar�ariecisvdingpDOmb to eia Su_%mationd,arA nxfmal governmental regfialryUa>zm •NpT:altawlen Ptad°NnSr%. Iceryhat7:oouansdthisommlgnmentmntm10 msafheabzidmdEPAAdTdn1edg .t•Imfify Mal th_wass nmYiieaSo_nsl_alemen,WeNAed ii 40 CFR.Zv22Y(al (eiam alage quantity 5ene .tor@j (dl asrnall quan:lygmereloQh We:" naNm onm ay ..� : aac--. Ec;' CJaoD ''iso zv r3.. I=alisc. •� p—• i6.InlemaQonal Shipmepu:.. .. „, . ..:.''. . .. :... .. .. .... .. ❑Impart to U.S: ... ''`+' nfrcm- ❑ '...Dale • Trans bdas :u;e for eiipors al'I: - .,', .. ,.. ..-' .' f • •. ." .. 6w4 ULtu - w 17.1TrehspoMrAdmord diri;ent�Receptof`Malada's �' yam. ,2na0oy�lpnnwlypd ..YW.,: CL Q. Trarepertx 2. Mit�Yl�Nanre �: ':.. �'r' ey: - •❑Fell 18a.Otsvvpaxy LidicaSan �.. .. -. .. - ❑ OuanUry []Type QResiduv •❑Perdal ReJerAon Rejerim Marilmtitefen&r Number. .. - .. 10b, AIMmv(e Faoeiry(orGenera7tN., - • �', ,.`-' U.S: EPA ID Nuie ner :•�jy y.`.7• - 70eSIglaNrenlNle:nale FadEty(ar Generamrl . - .. ••. x•: h1onN •`Day': Tear"' . y 10.ILvmddUs d'asta Retell kan•g[+ncml NxOmd Cbdes(la,ceds roiFa.—adouairasm u¢a6neml d'nposal; arM ia�dag.syiteml - - • ' o '1. ' H132.. • 2. .. 0: ., 4. 20 De}Ip adFacf t)vmeror Opemw.. Cerlificalmn ofmcelpt bf hazaduus maadels covered* the manTest eneot asnoled in Caml '. - (f �• •,. Pdnf N�,c 1, 5Lalure EPA Form Form 8700-22(Rev.3-05) Previous editions are obsolete. .: '• '/. •. ,:DESIGNATED ACILITYTO'GENERATO#: Cleah fta111ars ha, a approvriaty ermir9 for and ivi99 accept the via5le the Ataertor i, shrFyin�. "' "' ' leaa�l�a�b�or .... GM ENVIRONMENTAL SERVICES' �oAO .S�M��R� RECQRD '" r :J ;. LOAD DlSP.OSALDESTIN'ATION 7;36 09 0313 jam( 75240 lb GROSS F-1 F-1Y� Q� ❑ SPOT 0 lb TARE STABILIZATION RCRA CELL_ TSCA CEL STABILIZATION 75340 Ib NET L•'OAD TRICKING:INFORMATION %' :.si' ! DATE LOAD NO.03r`Se-r/2013 10113.14 aU �D�S%S .13ROSS lbs. 758417 GENERAT014 HAULER TfARE lbs. 33560 ORDER NO. DRUM NO. rrT h5. 4T,1R11 I TRUCK NO. CONTAINER NO. (a)I RAILCAR NO. _ 'R i CONTAINER TYPE: LOAD COUNT (RAIL ONLY): 'ED G TT FB V OTHER 1 '2 3 4 I - I OPERATOR SIGNATURE COUNT DATE :LOAD;1lVASHOU4lNFORN9ATION�',"" ti ,,WASHOl3TRSgAPAP;;i I WASHOUT: TYPE: I . NO INTERIOR -EOR I I HOUT SIGNATURE DATE DRIVER SIGNATURE DATE. ABAE;.�,• . > g;ITEMr;.n.r ,,......_, ., r.,.. ,. y i Clean Harbors Grassy Mountain Facility; Tooele C unty, Utah i WHITE - Facility CANARY - Generator PINK -Transporter GREEN - Receiving GOLD - Operations p{I206 Clean Harbors Grassy Mountain LLC 3 Miles East 7 Mlles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Generator'Address: 1218 S. Fifth Avenue ATTN:WaterMaste Group Monrovia, CA; 91016 Generator Contact Name Sales Order#:, LF7781697 Date Received: 9/3/2013 Generator EPA ID: CAC002741293 Lead #: 13006875 Manifest#: 006590679FLE Original Date Removed Unit Serial # / Material Disposal Method of Disposal Facility CHID# From Service Type CustomerlD Description Date Disposal 33400207 8/3012013 DT 33400207/ PCs Solids For Landfill 9132013 Landfill Grassy Mountain. Ur Fadllry Under Civil and Criminal Penalties of law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the information contained in or accompanying this document is true, accurate, and complete. As to the identified secdon(s) of this document for which I cannot personally verify truth and accuracy. I certify as the company official having supervisory responsibility for the persons who, acting under my direct instructions, made the verification that this Information is We, accurate, and complate. Authorized Agent Page 1 of 1 Thursday, September 05, 2013 Date P , f 0779157q pl-asi In, or *:foim d4ignid for use dri.eRfe,(12-pitch) Wr ID'Mmkier ..... 171111 1 hf 3: UNIFORM HAZARDOUS, MANIFEST 2 7 4112' 9,-.:3. 0-0 -5� Goremtoft' Nave and MIEN AddmW . -: I cien W PPW 3/3/2011 Form Aonm�id. OMB No 20-10-0039. PPA Form 8700.22 (Rev. 3-05). Previous adigiarts are obsolete. DESIGNATED PACILITY TO GENERATOR Clean Harbors hailhe Vile viiisle It be gendiritoris-Shippiriqf" 0 Emen,larmy �O �pi*e 1. M ' anifestTracking Number 483 9718 0065:90-681 FLE anulto Site Addrese (Iftfifratent.01in mallbla 8"s) ias a. Fifth Aviisrilw'ATTH.Water/wiste GrOub 1biN,83wq3 Blvd. Mimwoa CA Oiftg--.]N".6ri8,encIiX'A 52663 ILI# j6. Tm­Npma:r I Company NaT0 US: EPAIDNumber 64 R 8 f & if O_ 7. Tmmsipsrar2 Company Name U.S. EPWO Number U.S. EPAID Number Glean Ifarboi . 940riissv Mig'alrrtih%LLC th I 0--A I' -Grapts0e;51194029 Fadiir?s Phoiia: as. 9b. U*.S. J)OT Ofir.p.1jon firduc.[Ing Ploper Shipping Nome, Hazard Qv% Pyenlber-. 11. Total 12. Uni: te HM 'OdPa Gioup am)) .9 Oniaritity Wu�,. j ta: I NOM-WRAHAZARWIJSWASTE,SOLID.((?40NNT ,q�q 'WEGIJtATtD ' <1VOUN&FM SOLID WAM OEtRL & SolL'. '1_ �ijNd�50OPPMPM:SOYRCEOILl 3. 7 .%.1. 5. 4. 14. $pedal Handing butnidiars andAdOwal Information t 15. GENERATOR'StOFFEROR'.S.I.ERTIFICATION: I hereby dedam I'm themilarits of This ounsignmen) tire fiffly,aMIacmmlely dasobed above by Ne propV,.�1pong.meme, 04ssl@q. §@qgdd.;... per for transpodimaldfro 6 ajP110616 gRvemTer!q riggul� If&Kp.DdSW0uWhlmk!'fMthePdffid 7 marked and labileiVi3lamnled: and am ki 811 rcipeqs in pr�p�r co Exporuat:j q* ftj 6D ocxttegps of Oils to rmWrks ;f site aurum EPAAdm�edgmemjdf 94 4 0 . " q r - Is .7 l,oir*thk,Um%mtBrhWft�iODnstaii�iw,idarkWbn4OCFR262.27(a)(dime�ie qualpfityll", Y�9` troft rded. UreaN. - I % .. tgwama n)uffl utly... '_Xoef.: zemortiloreno PmtBdff 1 1. . "., - , 00(% 16. Inte tJo*ShIPments;E) 'k Im-aloU.S.- D'Elec'n from, U. al If IntryfeAt P0 -Date WaJ US - Mw 17.TmmpM.aAdgV-LtmaiddP-.-!caplarMatetlate; 0 I PfffltA)TyP9dNaT19. :!1lin Go 0;1 M Tr9reip0pr2F3 GiYPMNBM bignatme --racmm -Tear. IS. Dlsccepafq last. DiscroluaTcy Qlmtiorl SpamQuantity'OTYP, t. a E1heA'RejicfFo11 ReJe,Ati" Wan7est Reference Number, U.&FIRAIDNumb :3 — ----- 7 ­ LL FadaYs Pt Month QTy Yb2,' 19. Hazardous Waste papal Manallement Method Codes (I.e., mdea for hazerdws mate deatmem, aposill, and ricycling systems) Hi92 14. Oesigralad Facitj OqnV a Opem-4r. Caftillicagon of naceyl of harmifous maltaftsbovered by thafnimfest e,=p, as nalad It Item.18a Frin 4 Jars; re 16aft :'-Wy . Year, PPA Form 8700.22 (Rev. 3-05). Previous adigiarts are obsolete. DESIGNATED PACILITY TO GENERATOR Clean Harbors hailhe Vile viiisle It be gendiritoris-Shippiriqf" 0 GM 7 LOAD !96MIWARY RECORD;. t ERlYIADNPAENTAL SERVICES°F7 • • LOAD DISPOSAL DESTINATION .: . ; ;,° . '• ".:: :'; ' 78760 ih GROSS lb TARE (Q(0 ❑ ' ❑ ❑ SPOT 7:_7611 1 HET . 1�J` // L_ STABILIZATION RCRA CELTSCA CEL Qb STABILIZATION LOAD TRACKING4PIEORMATIONf K' :'%`•':='' I PLANT Ep DROPPED FINAL CODE REVIEWED WEIGHTS GRIDS , IREC" W 03/8ep/2613 05:34.52 f DATE LOAD NO. I GROSS lh=. 7$760 1 lSJ O GENERATOR -HAULER TARE lbs. 32420 1� HET lbs•. 46340 ORDER NO. DRUM NO. , saw -33390q 9 4 J6 . i TRUCK NO. • CONTAINER NO. (s)/ RAILCAR NO. 123 '4 CO AINER TYPE: LOAD COUNT (RAIL ONLY): , ED G TT.;: B V OTHER 1 2 3 4 ' OPERATOR SIGNATURE COUNT DATE - i a ;LOADWASHOUT,/,INFORMATIONS"0r>1NASNOFI7STA.AQP?Lz�y WASHOUT: TYPE I>7 NO INTERIOR -BKT OR I WASHOUT SIGNATURE DTE i DRIVER SIG ATURE DATE COMMENTS„�Yi moi,. k� .��>_''t: 2 :NAME 3; �1 �.DATE`�"�e ; v i I i o Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE -,Facility CANARY - Generator PINK -Transporter GREEN` ecoiving GOLD -Operations ' CHI 208 N��rfd�„” n� Clean. Harbors Grassy Mountain LLC OON3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301746 (435)884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Sales Order#: LF7781697 Generator Address: 1218 S. Fifth Avenue Date Received: 9/3/2013 ATTN:WaterANaste Group Monrovia, CA, 91016 Generator Contact Name Generator EPA 10: CAC002741293 Load #: 13006872 Manifest P. 006590681FLE Original Date Removed Unit Serial # / Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID Description Data Disposal 33399948 813012013 DT 333999481 PCB Solids For Landfill 9/.12013 Landfill Grassy Mountain, UT Facility Under CIM and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615),1 certify that the information contained in or accompanying this document Is true, accurate, and complete. As to the IdentiFled section(s) of this document for which I cannot personally verity truth and accuracy, I certify as the company official having supervisory responsibility for the persons who, acting under my direct instructions, made the verification that this information Is true, accurate, and complete. Authorized Agent Page 1 of 1 Thursday, September 05, 2013 Date I I J -t SvL' Wr -I I z) -i ts L S '/3/1011 FtEuise orint or wioQ56deaesiched or use on efite,(12-oltchl tvaawdle-0: 15274 OZ.* -'SC-PpW ,-,, .. - - -. - - FornAttamed. OW NO: 2050.0039 r EPA Form 8700-22 (Rev. 3-05) Prevlous suiltions are obsolete. DESIGNAT - ED FACILITY TO . GENER . AT . OR Clean Harbors has,the appropriate pembifs for ;ted will accept 4110 Vinste-16 get, . t shippin I UNIFORM HAMDOU i�] . I of MM 4. Mamllost Tracking Number I WASTE MANIFEST CAC OO.274129 .3 '.'(800).49:3-3718 0065-9068I.-FLE 5. CaharaMM NM and using Address NewportSub 12:18 S. Fft Avenue ATTWWater/ftne Ginuo Monrovia, CA 510I6 Genendies Phone: TYr—ansporter i Company Hama .',U.S.EPA IDNumber Remedial Tran spoftaticri Services !%,-C A R OOLO.1 9.15.6 0 Y.S.EFAIDN"f "U.S: EPA M Kanter clean HarhorsGrassv Mouritain LLIC 3 Miles East 7 Miles Naytif, of Knolls Grwsville, UT 84029 Fodil % plum: 9948900 91b.U.S. . DOT DescdpJm (ccuding PrW ShIpping Narm, Hazard Class, ID. Number, 10. Cannnem "i": 13 �V I:& a. No.' —Type HM am Cd 0 I- MON41CRA.HAZARDOUS WASTE,SOLID. (I'MOW60r REGULATED -.1 POUND PCBS. SOLID WASTF;DEBRIS kiSOIL..OTI. .0. -7' 7'; '2131 �'-q ASSUMN6 �50QPPM PCB SOURCEOILD 2. 3. 4. 14. Spodal Hand[Ing Instructors and AddItIonal Inhuma§on ASCE-0212B :;p IS. GENERATOR'SlOFFEROR'S CERTIFICATION: vied; nollOrflftgc��uh . . .. I EVoW, I cw* GuA this cormnIs if Us 0�nslflraqmnd mcdon, to the Is= of the gilachid EPAA*Wi%i0 L,''.' I cergy east lit wastem6krm'don stmd=6Ift9Wjn 40 CFR 262.27(a) (if I are'tup q" ntlif; true. GonereMrsAXf-Ws fornmeatryped Name l% 5 mat. ,-. . t Month Day -Year 16.1memateUmalShipmentsto U.S.7 ffEi'p ;ft tro. U:' FoWtren oxil: TransDmrtmr'ehWure (for exports Date leam , an U.S.: . 17.Tramillp8}Acknowled nmatRematofMatmdafs t TM-Mporla i PMWPip-d N21110 1151. 'Year. 7, Z <I Transporter 2 PrroaWryloel Nana :bQnam 1-:.• Man, W: 18 Discre PWZY 18a. Oscraparuy ]nT=Uon Spam E) Spam OTYP❑ Partbel RejeciJap A;' '-Manifest Reference Number. 181b. Alternate Fidity (ur Gensmtof) U.Sd EPA ID Number toll Mh5,Mtamate (?r DamaraJ. .:Mann- .,car, Year - 4: 19. KanutousYkits Re* Mahagen;Bnt Mithod'Codos V.e., codes W P=docs waste treatment, dispbsa.l. armf1kyeAvosans) ,20.Dmky6WF-.=T,tyDAmerwOpemoe.Cerg4lionofmc4lofhmrimsrhatedolsarvemdbythis =AZeitexti .1::-: _pkes-notedInItern,18al X. -0 Fflnuo naym w1r, — .11Y year.. EPA Form 8700-22 (Rev. 3-05) Prevlous suiltions are obsolete. DESIGNAT - ED FACILITY TO . GENER . AT . OR Clean Harbors has,the appropriate pembifs for ;ted will accept 4110 Vinste-16 get, . t shippin I DM60olk,®� GM \ " IOA1D SUMMARY kclbAD . ERVIROH�IERTAL SERVICES' ,...-., .•.. :LOAD'DISPOSAL'DESTINATION ';;:,';,`.:';,.`•:' 5 7:22, Uy 03 779.Oil lb IJ iiR055 0 lb TARE ❑ ❑ ❑ 77'K rj I b NET p // SPOT 3b STABILIZATION RCRA CELL_ TSCA CEL STABILIZATION .`L'"OAD.TAACKING INFORMATION 4: `I. • - PLANT'DROPPED FINAL CODE REVIEWED WEIGHTS. GRIDS MANIFEST LED r 03/Ser-/200 09:45:50 �CR05S DATE LOAD NO. '. lbs, 77900` 3 oU L0�5_T3 TARE lbs. 32740 GENERATOR t HAULER /7 TS NET lbs. .45160 ORDER NO. DRUM NO, L� 2 lSQ--7 LO ' 'TRUCK NO. CONTAINER NO. (sy RAILCAR NO. . FB, V OTHEaR 1 2 3 4 NO INTERIOR E�IOR, WASHOUT SIGNATURE DATE 1 r Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY - Generator ' PINK -Transporter GREEN - Receiving GOLD - Operations i CHI 208 .. P & 9"�_ Clean Harbors Grassy Mountain LLC Sf 3 Miles East 7 Mlles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: - Newport Sub Sales Order#: LF7781697 Generator Address: 1218 S. Fifth Avenue Data Received: 9/3/2013 ATTN:WatedWaste Group Monrovia, CA, 91016 Generator Contact Name: , Generator EPA ID: CAC002741293 Load M 13006873 Manifest #, 006590683FLE Original Date Removed Unit Serial #I Material Disposal Method of Disposal Facility CHID # From Service Type Customer ID Description Date Disposal 33399949 813012013 DT 33399949/ PCB Solids For Landfill 9112013 Landfill Grassy Mcuntaln, UT Facility Under Civil and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (16 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the Information contained in or accompanying this document Is true, accurate, and complete. As to the Identified section(s) of this document for which I cannot personally verify truth and accuracy, I certity as the company official having supervisory responsibility for the persons who, acting under my direct InstrucUons, made the verificatlon that this information Is true, accurate, and complete. �ikYrrCLkt— fJ• l�'? Authorized Agent Page 1 of 1 Thursday, September 05, 2013 Date ^ rov: LF71-91527-002 Plea uRn�WVDe.(Fvmrdesi4ned fonme?an eft 172-0�T�IYDemih_;.1- SCPP'IIi 3/3/2011 • FormAppraved. 6M3 No. 2O -0039 ' EPA Form 8700-22 (Rev. 3.05) PreiI edlOons-are obwleta. DESIGNATED FACILITY TO GENERATOR nl..nia,..,.,evl,ae rhn,nn.nr..i�annemne{ne Sed mal ansnne iFn �+ene,tFe aon,..rn.s a5,:...,:ns UNIFORM HA2�ROdUS-.C'Garaa(cr ID NumYe•' ` "' 2Page l of 3. Emmgency Responm Phone 4.ManRest Tmegng Number 00.6-590-685 WASTE MANIFEST C A C 0 017 4 Y2. 13 3 'L (80011 43343718 'FLE iGeneramds Name erlo Address Gmembde Sr°Paoresv (ddiHenmilhan madi+g adctess) . NEK7pOit Silty ..• , ' 12185.TifLhAvenueATTN:1ilater/WasteGrout) 1516Ball3oa.91vd. ..Monrovia. CA 91019 ,,//') �Gj z r co MGwt)artORach,Cr1926sa3 "1 �• 1pa. Generators Phone: m••F.-' l•` . 6. TrUzI l Mawarl, Name • Tom+'-- - - US.:FAID Number tdemediarlransponationSerria?s CAR 0 0 61 815.5 0 I. Transpcder 2 Cnmpary Nemo - 'U.S. EPA ID Number - EOeai r=d FaciiyNamea d IteAdd uZ - - U.S. EFA ID Number Cfea6.HarSo'rs Grassy Mountain LLC 3 411Ies'Eak 7 Miles North of Knolls U T D'9 913 U 17114 8 a' , Grak,41z, UT'9 02$ .)' 0ae3NsPutI f4351S&4.8900 9, 9b.US.00T0oacip:an(NduQby FroplrSligpng Name, Haza.N Cla,9, ID Nwt6a, �"r '.10.Cm�5rem 11.•TadJ. 12, Unll 13. Wa{Ie COMB• ' No. •Type XM. end,Paddng Graup(Ilama)) Quem'ty .WCNOI: ,. NON-RCRA H,AZAZC,6IIS WA9TE.SOLII), f(NC L -G07• 263 - 0 R€GULATgD'4d: FOUND PCBS, SOLID WASTE. DEBRIS & SOIL, l QT Z.0 90 z ' ASSUNNG'7600 PPM PCBSCURdOILW 2. W 4. •- . . 14, SpecEd Xah(VlXdns.'ucDxa endARWOned Intimation :a' ., :111. J.. .4. ' 15. GE4E4AMfUS/OFF.E40R'SCERTff!CATION: hereby declare that Na rmL•ne ofVtsmnsgnnem am, k[It and acalraI*,,desmtad aI by' the gm;w stepping nems; ar am dassflw;,padmged,' - marked'aht! 6bdedlptaatEed, and am In all respells m proper mndlion for eampadamadnq Io'appRaNe International aha a ombpveipmemalgclula Ions It a 1por[sNpmeq(.end Iam the Primary E*cIrlujoartlyflatlhemntentsaflhismrtslgnmerdmnformto NetwmciNeattached EPArTd:madedgmeefal t- I'artdy''tlutl)le waste mbun�tlan sta(emON tlmrl6ed N40 CFR 262.27(e)pll amalmga @)antirygecer� )(Itt eimz7 gvarAiry gaiwlataJun:e . ft:jvToRivorsF' sped Name' '. Sm ,.. _ nm Year -..g". �• 16.INamalloral,Shlpments ❑Importb U.S. " ❑Ex fsom2JS 'Rat alenby(edd-' '. �YrertscorL^r S , here Ibr emrla an ' ,� -,:' r l Dal• I US. ' ' w'17. Tmnspo'arAdrodedg:tdntd Recdptcl Maledak rmneparter M Rama Sourtura Month Day rear - a Z Trenspabsr 2 Pamedsypva Nara - Ssreaae .Mm7, y TM 4 . Is. mcloponsY • • R • . . r 16a. D`s¢ep cy Infiraliai Spamr. ❑ 0uangry� ❑Tyye ❑R.x1�x ❑PaNaI Re'pdNn 'O PuA RRiedrn . • ••'44 Manifest Refeience Number. I61b. Apmals Facility (or Geaeheor) .., - i US. EPA ID Number . J -• - - - - LLFaaTi sPhcno: f'" ' I6c,Sinamma Altemale Fedlly(a Genemtor) - ... Month' Bay.. -Year, Z N19. Haxarda a Waste Report Management Method Cedes Ro., atdae lar haaNmu wade boatmen chlia'ke!� arld mgdm system) 0 1• H132 2. 3, -. •y . 4., 20,Owetratod Fg&yOrmery Opeatnr.Ceni`tadon.atremlptof hamdas mmaM6 mrered by LIM mavT«I except as nobadinbeiil­� .•(� -(.- •' %� PameM' c ra (�Jj" a n \�(�'j .Y Mam... Day Y i EPA Form 8700-22 (Rev. 3.05) PreiI edlOons-are obwleta. DESIGNATED FACILITY TO GENERATOR nl..nia,..,.,evl,ae rhn,nn.nr..i�annemne{ne Sed mal ansnne iFn �+ene,tFe aon,..rn.s a5,:...,:ns C! �rb GM E3dY9ttUtidPAE317Ai SERVICES' .54 09 05 13 OAD DISPOSAL"DESTINATION::,..:'.'';:._:::... y 711J0 ib GRW2 SPOT TF -81) lb DIET STABILIZATION RCRACELI_ TSCA CEL STABILIZATION i LO_AD.TRA - idN - J FORN1AT10N`'`:- PLANTDROPPED FINAL CODE REVIEWED WEIG S GRIDS MANIFEST RECENED. J�n} r pp I� MAILED U+ tel-'' � DATE Q LOAD, NO. 05/SoPI Gj li.j I•S� i��?I� A Q 1-J- Q0.1C1' I . .x 11 CD 33FOr , bbs.. .9 77720. i GENERATOR HAULER "19. -RE- lbs- 33050 ORDER NO.' DRUM NO. 14ET lbs. 44720 !_F M2�I5a-7 33,+ 90 ll TRUCK NO. CONTAINER NO. (s)! RAILCAR NO. ' ;CONTAINER TYPE:LOAD COUNT (RAIL ONLY): ,L :D G TT FB V OTHER t f 2 3 4 -. OPEITATOR SIGNATURE,.' I COUNT DATE LO.iaiD WASfiO�l1T IIV0=0RAAATION Y`` F F,s" " r 1NASHOUTST.AMP ' i�; , WASHOUT: TYPE NO INTERIOR P�OR WASHOUT SIGNATURE DATE DRIVER;$IGNATURE :A : S �'.' .,". .:DATE .,�• b.:..., c n � I.. I ;JTEM• . r .`�COMfllIEMTS s - t. i Cleam Harbors"Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY - Generator PINK - Transporter GREEN - Receiving GOLD - Operations CHI 268 I i uarbo 1er Generator Facillty Name: Generator Address: Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Newport Sub 121 B S. Fifth Avenue ATTN:Water/Waste Croup Monrovia, C0. 91016 Generator Contact Name: Generator EPA ID: CAC002741293 Original Date Removed Unit Serial # I CH IDX From Service Type Customer ID Sales Order#: LM81697 Date Received: 9/512013 Load M. 13006994 Manifest P. 006590685FLE Material Disposal Method of Disposal Facility Description Date Disposal 33449019 a/302013 CM 0065906a5FLE•251 PCB Shcda For landfill 9152013 Landfill Grassy Mountain. UT FadNy Under Civil and Criminal Penalties of Levi for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the Information contained In or accompanying thfs document is We, accurate, and complete. As to the Identified sectlon(s) of this document for which I cannot personally verify truth and accuracy, I certify as Lie company official having supervisory responsibility for the persons who, acting under my direct Instructions, made the verification that this Inlomtatton Is We, accurate, and.comple:e. Page 1 of 1 Authorized Agent v Thursday, September 12, 2013 Date I PF!W 3/3/2011 Please PH of orm cle5Jqfted for use on ejW:(1Z-,Dftch)AypoWrIWr.),,,t ..... . . 1. 1-.t -, FcrnnAvo ed. OMB No.'205WO39 .EPA Form 87.00-22 (Rev. 3-D.5) PnevIous edlMns are ObSDIeLO.--7WMG­9A'r-E F PILIT.YTOGE MTOR Clean Harbors h3f; tLe appTOpriate parrn05 for and will accept. . tfiewaste the gerelrator is sliallyink I . ��­;­. HAZARDOUS P. .1? f ; -14. umbU Puma • rCj f.3. 'M71�=hANFT8& FLE -I Morass; (q e dvari maam address) 1218 S,,FftA*.!nuPPAYTN;Watbr/Wafte Graun iftEi Balboa Blvd. lWirevia, CA 81016... fd'e" 11m, 0rft8eachCA92663 , k!g qqj ju)l L7 rTEry OParm� ortalioaS�Mce' U.S. 6 7.T=s;uOWr2COWaqyN3?nO U.S. EPA [D Plumber B. US,EP�JDNumbef DV?e-an'H'=W6=MoPunt6iiri LLqt 3 Miles East'7 Mies -Ranh otl(nolk,.: -UTD@91 30.174�8 (4351 89A,8ft'0. 96:U.S.WTDezoIj!an(hducEFdPr' . . I Fro Nv#aA . if. Total 12:vrit"• 'No., IWO-' HM Ad'Padling Group Pliny)) ChX "'r NOfl4iCPA-HAZARDOOSWASTE..WLIO.((NON,-DDT 0 FIE00WED'51 10000 PCBS. . so I UG . WASV_ DEBRi S,af SOIL 4' LP K kwumlmid., FPMPCBSGURCEO 2- 4. 14.Ptandilng bafteclons andAddl" InfoanaHon ,Special 5.z a 15. - GENERATOR'S(OFFEROR'S CERTIFICATION: Itzrebythe" M the contends of this coraignment are fully nJDo;uqaslydcscr"4"IJ flutpet WiPp';ng "qtsd bra qmWt-Ackogec- y!KE � marked ird Is6ela4lailarded, and am,in all respects In propircemkJon [a transport accordh& appIl6b9inlemattomil and nagonal goverrymonlat neyulallcnu. It axpbri shloehtand iaeii'the'pe-- M. ­ Exporter, fcarlify Mat the tonins of Ws compmerd contann to thetanns.of the attached EPA A6knoModgment of Consani I ceruy that Its castemInummildn sLatement [cfanbfiedin4OCFR 26m(a)Cfl'amateMeq=tkmmL lfavusaIC4 is bu& �K&O =0341;r Us" 15, memattenal �Ppmenm Imm to U;S. Id Ed Li Kurt te� U. E..TMhsPO4er . . ' .: . I . Za�sgevlbgyluelt � 0 Tianspoir+,pplodayluad Name grams .eY ear ki& Transporar2prinseartypea Nam month ;Uay •%Ywr reaOr!/ 189. DisciefOarcy Inck.agin Space''[D Quamity Cljype EIRoadue El F.,11.1 Rljlcdl�_ % i!: lao-Anom IfTly!ormG­Oib) US:EPA ID Number::, FaullryiRtione: ow I89.SlgnzbHoofAJMPo Fecny?(WGen tor) v. A. IS. HazardausAVasp RL -Art Maroput Method Codm 05a., codes fortan6daus waste Imam set, dapooliand % 4. y('4 "AMUT ­ D ame criff Y. Year. `1 _,_l, Mr-) [?on.zo -9 AL .EPA Form 87.00-22 (Rev. 3-D.5) PnevIous edlMns are ObSDIeLO.--7WMG­9A'r-E F PILIT.YTOGE MTOR Clean Harbors h3f; tLe appTOpriate parrn05 for and will accept. . tfiewaste the gerelrator is sliallyink I hay ` TYPE: .. INTERIOR GM 1T SIGNATURE DATE ' LOAD GSUMARY-OECq P' -- er- .3 .13 ENVIRONMENTAL SERVICES* DATE 9'L4 091.13 `13 75300 lb 13 GROSS LOAD DISPOSAL DESTINATION F-1 F] ❑ O Ib 75300 lb TARE NET SPOT STABILIZATION RCRA CELL__ TSCA CEL STABILIZATION :: '. ` PLANT RECEIVED DROPPED RNALOODE RENEWED WEIGHTS GRIDS MANIFEST MAILED - .S,rS?P/illi L 1 OS : SO DATE LOAD NO. \ �•� 1tK.. 75300 ' GENERAT R HAULER �_ �S TARE lbs. ' 33000 • O Y4 l • ORDER NO. 1 DRUM NO. HET lbs. 42300 LF77­S)sa�? K -T-S 1 CONTAINER TYPE:'. LOAD COUNT (RAIL ONLY): `��ED G TT FB V OTHER 1 2 3 4 IT,. O TYPE: .. INTERIOR E CFE 1T SIGNATURE DATE ' -- er- .3 .13 SIGNATURE DATE s Clean Harbors Grassy Mouhtain Facility, Tooele County, Utah i WHITE -Facility CANARY - Generator PINK -Transporter , GREEN -Receiving GOLD -Operations CHI 208 i i Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Generator Address: 1218 S. Fifth Avenue ATTN: WaterNVasla Group Monrovia, CA, 91016 Generator Contact Name: Sales Order& LF7781697 Data Received: 913/2013 Generator EPA ID: CAC002741293 Load k: 13006896 Manifesto 006590686FLE Original Date Removed Unit Serial #I Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID . Description Date Disposal 33402257 ef3011013 DT 335022571 PCB solids For Landfill 91312013 Landfill Grassy Mounta!n, tT Facility Under CIA and Criminal Penalties of Lew for the making or submisslon of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2815), 1 certify that the information contained In or accompanying this document is We, accurate, and complete. As to the Identified sections) of this document for which I cannot personally verify truth and accuracy, I certify as the company official having supervisory responsiblilty for the persons who, acOng under my direct Instructions, made the verification that this Information is two, accurate, and complete. Page 1 of 1 Thursday, September 05, 2013 Authorized Agent Date - Please print or Type .IForm.deslgped for,u6ri fin e!ItO (12 _fids rrypgwdter) _-d M627-002 SC 1301114 3(3(20i3 r• ' Fomi Appr6md. OK16 No. 205f1e039, EPA Form 8700-22,(Rev.3 SJ Prevtousedllons are obsolcld. - - DESIGNATED FACWT16GENERATOR . eleanearhorshasTheS.ppro�iialepermiteforandwRtatoemtbe"Wartethegeyeraiorissfiipptrig. - , - UNIFORM HAZARDOII 'iG n_r's6"ffdNUmaer Y" ' : ," Y'2 Pagel of 3. EmargeW Reepas Flsaa 4, btanNmnt Track�ing Uuumberf. C-�. WASTEMANIFeSt. 4ACO'02741293 9:. •($QO}483371$. i'Go:J`9 .687.FLE - - 5. Generators Name and Ma8ingAddresa Generewra Si(e Adtlress ddilfaen Nan mading addreso) ^'^' ' NevgwrtSub y .AW 5.Fitth.AyenueATnl1; Baip; WasieGroug 15iUatSoal)tgd. : - 1Vlortrorna; CA'S�i 018 HempartEaackCA 92663. C}'(CL•. Z Gercralera lrFwtreo- - -I I•'77$&_ . mnaparta hConpapy 'ems' �. _ .. U.S.-PAID NumgeT; - -• Remedial Tratisonr{-�rion5cryeaes CRR 9' 0 0 4:£i 15:6.0 7. Tompodx2 Company Name f - r - , - ' U.S. EFA IO Number - 8.Oeslgrwed FadelyName and SlInAddress- , U.S. EPA ID Rumbec _ t, Clear) H�rbars Cneassj kluurnin LLC 3 Miles [asE 7`Miles ffJortdt aF X aBl(s. : V.r D.B .y 1.S 0 3,7 4.4i . ' ;; :; Gramsnil(D,UT84029 •). .. .'..c' FaaTi, Plane: ., 9o. aU.S.GdT DewipPin Gndudig ProperSI!41 tame,'rlem"d Ckss, ID"irte.- - -10: Coriwmn 11. Tokl - .' •% HA1,. and Pac'�B Group. (I[aar)1 - i .. .. .• •y •- OeanAry ;, ,12.UA1 ,NM.IVd. 13. Was14Codes: '�:; ..'• ; No .. - 'Typs 0 1` ;NON RCR6VA ANAZARDOUSSTE, FUGULATED<if'OUld6PCS5Ll1JWA pT � yQQ �/ TESOLID.,i(NON4)OT DESRgS&SOIL, 1', � . ASSUNIlNG''>5001 ?i'MkP,1§OURCE0iL11 z 2 "•- - w 14."I};andlig ingrddone and Addoordollydomellon 15• GENERATOR'SIOFFEROR'S CEIMFICATION:,IbdrebyjlPtlare,UJal III? iml"of No mnsignmepl'ere filly-enO ecacalerydescribed above bY.Ihe deeper sNpPlnO name, and are aasii5ed, paeVgged,,'. 'marked and t&looscaNad, and am 1p all respects In proporap on forlmnspbrl acardmgweyd'table Nwmatlanala na4biml govdmmentelregWedom.lfe<pM SNprpanlad.l aid Nie Prii'ary -Exporter, lartllp Nafthe .ceatems.of No ardgnment an!ann to of Ink ddaehadEPAAcknaAdgmard nednt:%. , •.1aY dig Oath slomNir�lim statement IdengBed In 40 CFR 262,0(o) of) am a 1prge quay genera r(b)Olt fame quaisry ranrjk We. -..'� .e( emrp ,m ypm Name'. ars -. �.. / ;Et"f-Q--Ep:JC� lam) tifcAl'r FGZSC� -r'• 16. Intern aLhal Shiemenw - • `` ''.:f .'r- "_❑Import wU.S' .. ❑ Pod ham U.S. Pad ofeng Z Tmmw "raMo ler eI0ad5' Data L^a US.: W 17. Trans OodaAtVnFta�rientafR�tof Malaiols •. C Transpose/1,-da�ltYPed Nears!-- 118NIB- - N`ear':: J. Q Treruporta2PMWRrped Name bweare t • .Day .' ear• 1 71 18. D'scepary 18a.DisaepangWkalkn6pece ' .❑ Ouadtay El ❑wduo, ❑PaNal RoJedton , 1; ❑Fug RejeUloll 1' .. . Manifest Reference Number. •. Y I8b.A[emsrte Fed6ry(orGenem:nr) .. •: US:EPAIDNwrbei _._.__....—.__ LL .. Fact i a Phone: ' ,: W -1BC.5Igrcdtua elAlknmte FeaLry (w Generator) - .. -. Mash �� DaY Year. a y19,Haiardaus Wasa Report k�gamm�t N,athdd Codes(W. ades7orti3zallousvasto eeaVnenl dispose). and reoydhg systems) •. 14. Fadgry OrvneraOpaawr.Cen!(kzdan olreraipt ufhazatiasireu�abav-eretl Ey Ne marg`esl ewapas.r(o'�Idllen oj�.��- .,�10.DIgnakd Fdnwwyped Name - grfel-ure t •, / -.. '�AIonN' Dey, Year; EPA Form 8700-22,(Rev.3 SJ Prevtousedllons are obsolcld. - - DESIGNATED FACWT16GENERATOR . eleanearhorshasTheS.ppro�iialepermiteforandwRtatoemtbe"Wartethegeyeraiorissfiipptrig. - , I GM .LOAD SljillMMA'FRY RECORD' ';' ENVIPORMElffAL SERVICES' :LOAD' DISPOSAL`DESTINATION '. ' •" ; ;;D in p4 i3 .• 1 776 Ib GROSS F 1 r '0 lb EEE SPOT ._ 7+600 Ib 1lET STABILIZATION RCRACELI_TSCACEL STABILIZATION „' "' `''`•' LOAD TRACKINCa,INFORMATION PLANT RECEIVED DROPPED FlNALCODE � REVIEWED WEIGHTS /� GRIDS - MANIFEST MAILED '• - • DATE (�LOAD — NO. \ \ l y i 3 , ` .04/Sep/2013 10:15.41 GENERATOR HAULER ' MSS lbs. 77600 • ORDER NO. DRUM NO. TARE Ibs� 33S4O '5 3gaa Z-) I PIET lbs. ' 44060 . TRNNfLO,. CONTAINER N0; (Tsy RAILCAR NO. yUCCK CONTAINER TYPE: LOAD COUNT (RAIL ONLY): a.:ED)G TT FB V OTHER 1 1 2 3 4 ' OPERATOR -SIGNATURE COUNT DATE LOAD.WASHOUT,:INFORMATION,ter,.1NASHOUT STAMP..r • WASHOUT: TYPE: , NO INTERIOR E- IORI WWlySF��SIGNATURE //jF A ` DRIVER SIGNATURE DATE r i Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY - Generator ;PINK - Transporter GREEN -Receiving GOLD - Operellons OHI 208 �eaHairb r 4 Clean Harbors Grassy Mountain LLC 3 Miles East 7 MIIes.North of Knolls Grantsville UT, 84029 UT0991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Generator Address: 1210. S. Fifth Avenue ATTN:WaterfWaste Group Monrovia, CA, 01016 Generator Contact Name: Generator EPA ID: CAC002741293 Original Date Removed Unit Serial # CH ID # From Service Type Customer ID Sales Order#: LF7781697 Dale Received: 91412013 Load #: 13006936 Manifest ri: 006590687FLE Material Disposal Method of Disposal Facility Description Date Disposal, 33422731 9131013 DT 33422731/ PCB Solids For Landfill 914/2013 Landfill Grassy Mcuntain, UT Fadrity Under Civil and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the Information contained In or accompanying this document is true, accurate, and complete. As to the Identified seckn(s) of this document 57r which I cannot personally verify truth and accuracy, I certify as the company official having supervisory responsibility for the persons who, acting under my direct Instructions, made the verifip0on that this Information Is true, accurate, and complete. i Page 1 of 1 I Authorized Agent Thursday, September 05, 2013 Date III ::`1.F7789.527;002 -n- -�SCPPW 3/3/20.11 FormA,4,oed.-.0hIBNo.'i0S(�=§ EP) F9f!n 8700-221(Rex 1055 Pmvf5u—s odi.fiohslaro obs—olet-67' 69SIdNATED F4qI�iTYjo,.oMA4f6k Clean HaYbd7s eve" ` `6r,and t, ill accept 'oP)qa%* % UNIFORM HAZARDOUS - WASTE 1.1ANrF.EST CRC 0027412'93 5. Cionembfs Name end MaEngAdlres�:' wmermars sm Adcress Va ecarera Nan araTxg,4ddrm) . NewvortSob .. :' * . ., . N 7 - i219 S. Fdt6AVenu67ATTf4iWater/Waste'Groin Mqnis,fia, L Gwew&s FAwe: 8. mnsporsfCompany•vame U.S. EPAID.Number bleme dial h5purragoij Servko s -.,CArR0`061'815 So 7.TMmpCFm2Com yNaTs U.S. EPA 8.09s.kjmted Fad4Nama&-A&3AWres3'- U.S.EPAID,Number Clean 3 Miles East Vmil6i Motth of Hpolls ;7 U-TD99 1)-1- 7. 4 6 'FadiI '3 Rare: 9a, Pm'S4�Pg 'NimeHazard lql�IDNIumber,' 9b.UI.S.DOT Dastipdoe(MdWlq'pot I . , 11. TOW 1?. ork t. N.. Type'WanSN HM Bad WuVoL 0 I : . NO N-RCRA H A7 A F MOUS-WASW6001) (00A -IMT DEBRifs & aDiL uo PCB-tddkEdjLI) .2 3. 4. 7 -:7 14, SpecW Hand1hig laftdb� wid AddiUcmal Informabon 1AASCE'02128 X, 15: GENERATOR'SIOFF-=ROR'S,CER7MCATION: ', PsdadaMtioe IplaeuZed,aM are id,ell respedslnp qaAdP�,on ki Nu�aamrdngb qVR2lo uraama5wiml and p5mal9mmmimW regulafcas:llo Qarlskpalp EjDd; '-Eraoft ImMyMt6a 06Mdas otVs wnsBna;erl conbarm, ID the t2= d the a=W EPA a nzera. ..IM41j'061Ehi;wai fich '43Cr-R26Z-7fs)(-IIar�aiargo bk m,'pha p�*Mt IderModin Me i ..Y NC =Tems.- us t: Impon to I t e U.S. Via& m z-,:` T Iuw((orex'Po'M"0'r' d�j: 17.Tmn.Wz(Addmbd§iraA.I'fAtecelplofMatednig S, MpapuaWnm M Y C umm -,.my —TrRM92 Priniaqyw Nam 7.M -EITYP, tea. dpaePancyNdxaOm:Space- ❑:Olianh ❑01 -1p..: PmiW FeJed •..•R116 • • 'Manliest Refvenm Number. , lab Nlemate Fadity(gGerambr) EPA 10 Number Y.S. LL Fadlys Pftne: 18c.SignmimaofAtsirobFt14 .&?=Lh .',Day, • Year, 18aL Pfin'xdF,yped Namet, Mon'th.. :Day Year F DAP I EP) F9f!n 8700-221(Rex 1055 Pmvf5u—s odi.fiohslaro obs—olet-67' 69SIdNATED F4qI�iTYjo,.oMA4f6k Clean HaYbd7s eve" ` `6r,and t, ill accept 'oP)qa%* % leank*u Gm - ENVIRONMENTAL SERVICES* .LOAD $UMMARY.RECOPP 13,0i 09 04 13 LOAD DISPOSAL DESTINATION 76200 ]b GROSS 0 1b TAPE SPOT 16200 Ib FLET STABILIZATION RCRA CELI TSCA CEL STABILIZATION ..'L6AqtRACfdWGJNFQRMATION` PLANT E-RO7PPEDFINALCODE REVIEWED WEIGHTS IGRIDS I MANIFEST • RECEIVED MAILED DATE �Ik LOAD NO. C-ts' Sep/2013 14:01%37 9 N1,15 Q'0�� (A Q 9 , GROSS lbs. 76200 GENERATOR HAULER o r+ Ps ORDER NO. I DRUM NO. I -P S IS 191 TRUCK NO. CONTAINER NO. (Sy RAILCAR NO. C1 C;�, I I a9 COINER LOAD COUNT (RAIL ONLY): G TT FB V OTHER 1 2 3 4 TARE lbs, 31380 f,ET lbs. 44820 WASHOUT. TYPE: NO INTERIOR EXTERIOR WASHOUT SIGNATURE DATE DRIVER SIGNATURE DATE 'A EIP NA E 141,i_hT, I _61)�- Clean Harbors Grassy Mountain Facility, Tocele County, Utah WHITE - Facility CANARY -Generator .2s PINK -Transporter GREEN - RecelvIng GOLD - Operations CHI 208 m i I Ieanftb Generator Facility Name: Generator Address: Generator Contact Name: Generator EPA ID: Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Newport Sub 1218 S. FiI81 Avenue. ATTN'Waler Vasle Gmup Monrovia, CA, 91016 CAC002741293 Original Date Removed Unit Serial # I CH ID # From Service Type Customer ID Sales Order,": LF7781697 Date Received: 91412013 Load #: 13006949 Manifest R 006690689FLE Material Disposal Method of Disposal Facility Description Date Disposal 33428149 91312013 DT 33428149/ PCB Sande For Landfill 99142013 Landfill Grany Moun'min, trT Facility Under Civil and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representallons (18 U.S.C. 1001 and 15 U.S.C. 2615)• 1 certify that the intorma0on contained in or accompanying this document Is we, accurate, and complete. As to the identified section(s) of 0ils document for which I cannot perscna0y verify truth and accuracy. I cer0y as the company official having supervisory responsib0lty for the persons who, acting under my direct instructions, made the vednca0on that this information Is true, accurate, and complete. Page 1 of 1 �jTY'Y/m✓ � �� Authorized Agent Thursday, September 05, 2013 Date id'orInt ai tykl 3/;3/2011 eas Fd(rridetifqn�zFfor.' Na2.U504M9 ':Please uie omelfe 02�itchY tMwdLr.) _Ap fomfil�wed. OMB , , , '* " ean Harbas hanthe'apprdpri-axe p9ppi3s for andoill-mepi ifie-w-a'slp thiqouaior fg,Sh* 1pplq. -­31*-Wrm­- '�. UNIFORM,�*. .+]MM 49 I wao Phma Mm : j4,ManJIwITmcTftN=b Ir .WASTE MAPIFEST.-. 0 Yz-4i z94 (800148P 7�1 FLE-t ivi6 p art 0a Q402693 Gien" Phona.. 1'_27flz At ... U.S. EPA 10 limbei Rer>ledlalTransportationS�rtdcastdcas lk o ely 158D% I.jItpuporer2Com Y Name P9, U.S:EPAI, NV` % . S. Des . gmW Fgd I 4N�aM A� UPS . EB�D Number.: m I 3 Wes Ease l'MWS Whh:nf e_ ffft FadiWs Phog % -43SM-99 00" Ga. gi:U.S. DOT 6 'Lq'f'rpg Pmpqbhipk tloA �HizEd Qkm: ID Number,--: II.T= 12. LIN .00 PCOSOUkE011TI: it 7. 2.- ? L m Y 7 -V IS: GENERAMR-SlOffEROR'SCERTIF.ICATION: lhmTbyd9cLnM2;aowkftIsdua % -d bk" 0 "cMe bift F*61,�p p5Vmpa:affam t;sifiad, -Ka . Arf. rid I,5Wj tt', pdl*.= ?nd wdln",d mpe= bl prep F.f Fa�aterllmr(Ifylhat Ne it'mnfm tb the,terms d the agodidIEFAAckq ceiev 'Vf4rQ ' W a' fcere(1(Ihm Ne waste ��Jm4qflon s "e. faf6k ldefiS54 b3 40 CFR 262Z(a) tj or (b),(ff I ant a 6 li�a'qujnfity C - C�!m ems Mjt_.F)7ed N it . Win 5ti I. q- - I& loll TO TI -. El rt r�. v-�. Z 'Port bf iinlryle)dt n.; 1 mspml pq W 0 pld m w I . Zt . - Imre911r111IM51N7.. -Wati,i_Tez.:. A Quant.,* ❑TIO I❑ R q 41 r— I8b.'AllamatbFadity(wjGanamtoo U.SIXFA 10 Number �V' M 'Ori % LL Faom,?s Rwe:, 10c Sgnaluta,olAllemale (arcanamor) ­!.Yll, ."M 19. Kamdws V4s'aI?%md Mwoga it Math6d Qdh 0.6, codn Whmwdo&3' wta 6mr;ML dispimland rec tfri-- 7 4. - it 20. Wgnatad Fa8ty Cromer arOpemlar. Cerdm6on by ktad lid ltemjak,— RrmtM) I Morl . h.:Yu.,:, - j.• "Y b.q 7 EPA Fe 8790-22 (Rev. 3-05) ProVious will ns ore.obwlete. DESIGNATED FiCILI'T'Y"TO' ENE ean Harbas hanthe'apprdpri-axe p9ppi3s for andoill-mepi ifie-w-a'slp thiqouaior fg,Sh* 1pplq. GM �-OAD. SUMM/�RY RECORD ,' ENVIRONMENTAL SERVICES' :,"'LOAD DISPOSAL'(DEESSTINATION pl lLi ❑ SPOT STABILIZATION RCRA CELL_ TSCA CELI &P STABILIZATION 10:25 09 04 13 66750 ib GROSS ';` LOAQ'T;FiAb INd INFORMATION?<;' :,-:: ;::: ,:.!.:. r lb TARE PLAN 'DROPPED FINAL CODE REVIEWED WEIGHTS GRIDS MANIFEST 66760 1b, NET i ED .' ' DATE LOAD NO. - GENERATOR HAULER�' i 1ewcw r 041seP/2013 i1145:;j3 i ORDER NO. DRUM NO. GROSS lbs. 60760 �-F °77U 7 2,3` TRUCK NO. CONTAINER NO. (s)/ RAILCAR NO. , ,TARE lbs. 31000 521 ?Jf/Se'P52013 , ti!? W.24 CO INER TYPE: I LOAD COUNT (RAIL ONLY): ' GROSS lbs. 66760 ); ED TT FS V OTHER 1 2 3 4 TARE lbs: 31000 '.:OPERATOR SIGNATURE COUNT DATE ' NET lbs.. 3$760 F_URMATIOIVWASHOUT STAMPW-."j m I WASHOUT: TYPE 0 . NO INTERIOR (EXE IOR ' WASHg Sl ATUR PVE 7-1-1-i3 DRIVER SIGNATURE DATE ITEM;';: z-.'•'LL`�� u :4a ' {,.sIVAME' ~, DAfC ,.?';CUINMENTS oa-•zt``: .', — V Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE-Facility CANARY-Generator PINK-Transporter GREEN-Receiving GOLD -Operatlon9 CHI Z)a ` i.• . 9 "tea Clean Harbors Grassy Mountain LLC 3 Miles East 7 Mlles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Sales ONedt: 1.F7761697 Generator Address: 1218 S. Fifth Avenue Dale Received: 91412013 ATTN:Wat"Maste Group Monrovia, CA, 91016 Generator Contact Name: Generator FPA ID: CAC002741293 Load #: 13006941 Manifest 8: 006590691 FIE Original Date Removed Unit Serial #/ Material Disposal Method of Disposal Facility i CHID # From Service Type Customer ID Description Date Disposal 33423669 91311013 DT 33423669/ PCB SdWs For Landis 9/412013 Landtn Gats) Maurdaln, Ur Facility Under Civil and Criminal Penalties of Law for the mating or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615),1 certify that the information contained In or accompanying this document is We, accurate, and complete. As to the Identified sectlon(s) of this document for which I cannot personally vedfy truth and accuracy, I certify as the company official having supervisory responsibility for the persons who, acting under my direct Instructions, madethe vadficalion that this Information Is We, accurate, and complete. Thursday, September 05, 2013 Authorized Agent Date Page 1 of 1 I I Pleraie crlAw-tvoe. igNNeesianud for 6se* an offle (12;6[tichl-Woorifted LM.845�2 -002 TPW 3/3/2011 Form A-wmvd.jOMB No. 201M9' EPA Fm 870422Rev-MPrevious edonS am oole6' SE6-ItY fp*qEN E R;:-.� clean HaCyhprs;*has the aqpiaprlallo PeMar Lq.bSIe the fPHef310F 15 AippiNg. UNIFORM kAi4R[)OU§" I I 2:P8981of . [ 3.-: I . magerej Response Phone Number 0699C)'6*93 L'E. WASTE MANIFEST C A C 0 0 2 7 4 12. I I 5. GamratorS Nom and Ma Ing Address Ne,trMartSub 1:219 S. RM- Avenue ATTNNatrey/Wasib Gram ibig Sulb6a Blvd mcitigma' cA 916is Gerenwoeiphere: Z. S. Trampopr i t&n panyNam 7. Transporter 2. Curglany Naqm U.S. EPA.18 Number 1. DVeM,aYnl Fr Addms i U.S.EPAU)Nuatu i sv. Wa.unnin LLC 2 0 1'-7 4b. 9WAS EaSI Hwth OpKiipus 1: L Gr06L-vjjhg,,UT $4029; . Fzcfllly'6Phon.: (4951SS4-91 )00. .11. Total 12 Unit BID Cedes No: Type.: HM arid cim otpy)).- Quantity . . . ��Jj "(40N-R.CRAHAZARDOUS'WASTE�SOLID((NOH�)OT r. o RK-ULATE -�c:LP01JNPP—C8S.WL1DWA8T RIS 4 , -cv PA81im1kG >5SOIL; 06 00NpSOURdE.01LI171 4:- 7 1d:SFedal Hendrng,lTs'r�dkr6 aro Additional Inktormthnn -T- 15, GE!4ERATOIrVOFFEAOR-S CERT[FICATION:,l hereby declare that me wn-xta of Uns oussignmem arafUlt, and i5q" d@sq&4 , . ie I aocarcling to a bin . ..... .,nnwlmda na [a WeaVbcarded prrowilld ,andare',noTnestimb npm*cqrdWfc!tms.Pd Ex that contents of this conforin Me atechqd EPAAck �Mrffiw)c'1(bfj .M .$6iturnsullhe, 1,t,,eTp51D ainknizaLon state�aanl identleed In 40 I ceWly tfaCFR 262ZT(a).Cd Iwn a large rparrittl krator),dr(b)(ill, a s1A htity generate) Is ho.. nee s Nam wgnmrs Bar L r CC I- lnte=Wr;W SInprwm Lh6v4m U.S TumoodeAki;nghee fore 0n1# late learlAu U.S. TwspwWiPoo- �2dffyl,ecNwaar 7 '71 < IM .,�Ihowha 76`7 Mmull. -tray :Year, • 'S. k4moon El ewo pa I qPaw" El 0'mnll� r2a Reie8.n Full R� DR. MeAlfait'ReferinedNumbar. 16-6WW—ratoFGclfty(PrGeAemr) U.S;EPAID.NumW LL Fadi " Fftae: isestgwOfAl5mleFecity(grGenept:,I-,Day'-'Year, CD in- aeporl.ria W.HazardousWastRti germil Method Codes 0s;codas forhazardousvvesto trawment, ftasal. aKd =j*ng syquns) c W . H132 . 3. 20.Dea)gyatadFad0;W0ww. r Operator. Cort1ficaton of rici�pl of hmrd= m1eilals meted by ft runfeat excelikm noted In Item 1JL '201;-' FlInValTV I al -9 fl, onle -00 Ywo J 0, EPA Fm 870422Rev-MPrevious edonS am oole6' SE6-ItY fp*qEN E R;:-.� clean HaCyhprs;*has the aqpiaprlallo PeMar Lq.bSIe the fPHef310F 15 AippiNg. 15 P TRUCK NO. CONTAINER NO. i � rDa• CO AIAINERTYPE:. 7 ED x°G­�Tr FB V OTHER OPERATOR SIGNATURE YDS' NO - INTERIOR DRIVER SIGNATURE i CV04r SEP/2013. �G�LI (� GRC'S8 lbs. TARE 1'Ds. KET lbs. 34- -3-7SY O. TLOAD COUNT (RAIL ONLY): 2 3 4 11.30.4 75520 M60 455160 Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE-Faclllty CANARY - Generator PINK -Transporter GREEN - Receiving GOLD - Operations 011208 lean bor GM • /' LOAD S.U"MftARY *QRD ' EedYiRONME48TdL SERdICES° -' 1020 09 04 13 LOAD DISPOSAL DESTINATION! 75520 lb GROSS_ 0 lb TAPE r5520 lb NET TAB /SPOT STABILIZATION RCR❑A CELL_ TSCA CEL L f STABILIZATION -':.LOADTRACKING:INFORMATION'-:, ;';;:'.'':'.•: ,, PLANT DROPPED RNALCODE REVIEWED WEIGHTS GRIDS MANIFEST RECEIVED I lam"' MATED r-, ' �.� 15 P TRUCK NO. CONTAINER NO. i � rDa• CO AIAINERTYPE:. 7 ED x°G­�Tr FB V OTHER OPERATOR SIGNATURE YDS' NO - INTERIOR DRIVER SIGNATURE i CV04r SEP/2013. �G�LI (� GRC'S8 lbs. TARE 1'Ds. KET lbs. 34- -3-7SY O. TLOAD COUNT (RAIL ONLY): 2 3 4 11.30.4 75520 M60 455160 Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE-Faclllty CANARY - Generator PINK -Transporter GREEN - Receiving GOLD - Operations 011208 i bor Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 8848900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Generator Address: 1218 S. Fifth Avenue ATTN:Water/Wasts Gmup Monrovia, CA, 91016 Generator Contact Name: Generator EPA ID: CAC002741293 Original Date Removed Unit Serial # / CH ID # From Service Type Customer ID Sales Order#: LF7781697 Date Received: 914/2013 Load #: 13006940 Manifest #: 006590693FLE Material Disposal Method of Disposal Facility Description Date Disposal 33423788 tll'�MM DT 33423788/ PCs Bolide For Landfill 9142013 Landfill Grassy Mounteln, UT Facility Under Civil and Criminal Penalties of Lew for the mating or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the Information contained in or accompanying this document is Ince, accurate, and complete. As to the Identified section(s) of this document for which I cannot personally verify truth and,acarracy, I cartly as the company official having supervisory responsibility for the persons who, acting under my direct Instructions, made the verification that this Information is true, accurate, and complete. Page 1 of 1 Authorized Agent Thursday, September 05, 2013 Date I 'IeasePdnt pa rortn designed for td orl'ell;e (12yitrll) t0awnter� LFl7$1527-002t} 'S Qtl: '3/3/2011- Form Approved. OMB No:205P00i9. rocking Number 8700.22(Rev.3.0bj Pievious edl0ons are uhsWete: DESIGNATED'FACILIFY TO GENER/QOtj cle dmarborshastheappippriatepermitsforandwillaclieax.thewastetheger,,eralcrisshippi g, ' UNIFORM HAZARp0U5''t'�"" IDNUmba. a r".` -9'=•"; ' EPagetof, WErnergancyRespmse Plana 4;Ga��nifyil•eaalT Nu be r• - •" ' -695 FLEW,; WASTE MANIFEST CAC002741293 •. 1 ($0014$33{18 •• 4lA� ;9 S. Gemra[Ws Names Malling Address • •Camcram Sim rens (dtitteregThan mailing address 1216 S. r ctiliAvenu p7TPd:YdaYze/�fi1a a Grbun 1516.6alboa l3lvd MGrlrm7ra, CA•t31436 ��^^ G � (/ taelvaavtFiFa� CrR 926¢3 Z I' 2.7 ' Genomm7a Ptnne: •• . -r y l O - m`vpona Company• ,. . •- ' - U.S EPAIDNumber .. `i" ti�c./4.a•+��4�'..',. / ReYDludfali^2A$1-B.f�al<A'!Snsxiea .{-i G42A Q- 7.Tmmporter2famperry Nome !., . - U.S. EPAJO Number .. 9. Designated Facility Mama and 9teAddress' `;.U.S:EPAID,�umher _• Clean Saar orsGPassq klaunkain,LLC J b 9 �9 : 1017 4 t ;;3 ileS Easd.'7:Kles oath of Was' Caraat a. UT•$4P29 r '' go.'9b.Us. DOTO Ib rdualn Pm a5hi' Nano, Hautrd Cldis,lD Number, - QP p (' � 8.. V •10:Conteinem Tatel '.' 10 UM ... ' HiA . pnd. acting Gm P K -Y)),`" `''' ' ... .. . • '. ' .. - '° Ou Gooney, wvya tD waste cages ' • No. ' Tvpe t' NONt}►:NAZN6?1}tlli9MSTE.SQLID(13atJ71.607 t:: •'REGULATED<1P.OUNfl,I'CBS.SOLtD ',DERRIS8rSOtt:• :I:.� ,( c t IC 261 � ' ' .. RSSUPAtNt3'>900 PP411 }'C8 SGU6tE011}l . ... • , ..:- _, :.! ..' . , ).0. Sp 1.111145 g hlsmm5gns 10 AdgPrjpl:IrfomiatM . l.lK1§CE-02'138 .. r 15. GENERATOR'SIOFFERORSCERTIFICATION I hereby declare that Teiwtinfs ofthis msslgnment ale "lod'aeaeately dowbed;ab mby the preper'd0pping ldgd and aedab5lflad pacFaged.'; ::'; h'r ' marked and labeledlplamled and aro In a1lfesp;;"pra cmiillml far men acco .tee, In: rRWMandr24o.wJ mmental fe5vlai617s Ila sh!pmentnndian Vie "%. P� >Wn �9 DGkzNm geve� ' Fapane; IcerS[y WlDia axLntsalt(is mi�nrtrs(mn'ammdm':eimui of o -a afbu'red EaAAtlmp'+�edgrtenlalCmaem : .. •` . Io°rgfy OGl Die caste rtOpLmhatldn stetemdnt lee�es m 4D CFR 2o-227(a)(Il am alage GuenGy.gene am aaoa7 �bptdy'generemr)'Is true..: _ neraw , 9 / a� , . . ' • r®uva - -t m yt •, ear INCE .WCn�Lt P:0 .• • � F ... ❑Impnnt�S.• - •❑ poll iron 'PantyenEy(aSiL �:... ta.Inmmalmnal Shipments' - :. ::. '. ,• '`, :r '.' - • z . s • ImflaPallef e' 0''N "Dam fete U.S.: • •.. - ...:. W 17, TrmsporteaehnwdedgmWa(Remplol Me4rzls. .... :. ..'.. -' }:.a:'. r:." - : rensporler 1 Prmm ype Nae 9n Nm n ear 2 Tmnsportaar 2ParfaNrYpNN ,,.. ' •.' '' - .Coe "' •• _ anih: .Pay •.Year ancy tea'Dleoopanor lmDeeDon Svax•..❑.duen;2y` .❑iYPe•: l�Rasf iw"s.' ❑Pardal Refel:Ltn ❑Fug Rejedlon; ; •', A' Marilfas;Re:erence Number.'." 18b.Alterrete Farlry'(orGenemlot) .. U.S. EPA ID Num¢er •: •,,�.. - w f9G Signatwe etAltemate Fadiy (ar Gerereta0 .' - „ - .. .'Vwlh Coy, Wear ' y,19.HamrdousWasteReproManagementMe(fiod Codes Q.D., codes forhexdrdmiswaste Vestment, disposal. and recycog5yslems)'• '• •• 20.Oesignated Far]hyOrnivarOpsralor. Cerlidratmn ofrersfpl ofhaaarfars aaade6 covered by lha maumst azcepl asnoled Nllan l5a- t] %� Pmtodrt rte S ems MonthEryyear EPA Fo m rocking Number 8700.22(Rev.3.0bj Pievious edl0ons are uhsWete: DESIGNATED'FACILIFY TO GENER/QOtj cle dmarborshastheappippriatepermitsforandwillaclieax.thewastetheger,,eralcrisshippi g, ' i Ieagg rb®r GM ERVIROWMEATAL SERVICES' LOAD $i1hVIM'ARY• REC®RD LOAD DISPOSAL DESTINATION' F-1 SPOT STABILIZATION RCR❑A CELL_ TSC STABILIZATION ".LOAD TRACKING INFORMATION :: s: ,•:.;.• ;:.1;;;, 10:17 09 04 13 PLANT DROPPED ]FINAL REVIEWED WEIGHTS GRIDS MANIFEST RECEIVED ' 2 _ MAILED 76980 lb GROSS 1-F T-2 � sal TRUCK NO. d+� CONTAINER NO. CO AINERTYPE: (ED. G 'TT FB V OTHER OPERATOR SIGNATURE NO INTERIOR i t DRUM NO. )3 1 .2 3 4 �• 0 lb TARE ^ 76980 lb NET " 04/Sep/2013 11:27:C6 GROSS•lbs. 7692x1 TARE lbs.. 30660 PACT lbs. 46320 Clean Harbors Grassy Mountain Facility, Tooele County, Utah t WHITE - Facillty CANARY - Generator PINK -Transporter GREEN - Receiving GOLD - Operations CHIM Clean Harbors Grassy Mountain LLC leanH�rborS 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Sales Order#: LF7781697 Generator Address: 1218 S. Fifth Avenue Dale Received: 914/2013 ATTNPNaterlWaste Group Monrovia, CA, 91016 Generator Contact Name Generator EPA ID: CAC002741293 Load #: 13006939 • Manifest #: 006590695FLE Original Date Removed Unit Serial #I Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID Description Date Disposal 33423767 902013 DT 334237871 PCs Sollds For Landfill 91412013 Landfill Grassy Mountain, UT Faclllty 'Under Civil and Criminal Penalties of Low for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify List the Information contained In or accompanying this document Is true, accurate, and complete. As to the Identified section(s) of this document for which I cannot personally verify truth and accuracy. I certify as the company official having supervisory responsibility for the porsond who, acting under my direct Instructlans, made the verification that this Information Is true, accurate, and complete. i Page 1 of 1 9 Authorized Agent Thursday, September 05, 2013 Date I I IMM27-002.`.- sw ppw, 3/3/ mron; =sIdVeRldr.tus" 4 66 ke,62:oitchl -OM 'No:'205OM39 Pirmsacrint rNo6 EPA ZWedg, - , •n. f vL..!- � —.j - L�.--r ITYT(5GE Gte3 tisi kcaiipl� ha:s,lhe-apvTGDTla14 oernft� fat 4 and WW'A.,hA lbb I.CaT I ' :-- 7.1�. lz UNIFORM HAZARDOUS FT 7 VOL: PIT, :3..�A-MJR tam =Tg ee TT6 WASTE ht4J1!ILVJ_. Add S. C�4 uleacratcrs Sta Mama; (it tile . real uum mewing oadmss)� a I 5±P; Bilbou Blif.d. is U.S PAID Manlier Tmnqolet 2 Companj Nam lJp.FPAiDNumbWT,'o 7 �&O NamandSileAMMS. US.EPARDNufter 111,41, les'Noriki Kilons ff racsi, (4351 960 sa. •91). U-S:DOT 'bmc.dIal`m(kk`db`9 Slv.�ping Name, Ha��3ais. ID Number. ... 11. Tocol 12.,Une, i3:V�as Cadets 14M vul Podr�ig Gm pffemy) 'Quaridly WL&tv cc I--' at )R-qCRA-HAZARDQ0S WASTt.S0LJD;'WlQH430T R F �G. uvnD --�l o6u, WAM MRIS 6i wiL. A 3- C. .. . . ....... .. --x 7 - • 15.GENERATOWSIOFFEROFrSCEnRCATION:'Ihuebyd&CftmWtftmlmntsofm=signmmI'MUwd'ac�mteydesaMedubmebythoompw.,Wppingmw.e,afo:i�R RedA , .. .* Pa— rnar�pd and sio hlzll rdspacti.In pmpircdnc[Son for trinspGrI actording Ioqlplp,lIcW'I telTI It are IF of eds cidniepirrint :*wrn to die term of To starched EPAA&10� , f 5aE I-cofy wik�r6nftnlzaicnt stta�Af iaip �uaardc?W N 4A 41d,qm.-mith. 11191119 . ..bdenbTi�dih4OCFR262.27(a)(Flima amemail ,ypssl Name, Arjo� Fo 7 16 b wrialsweras !aa 0 hTle! U.SU. Exp*ri. pea eaw Date liaw'-M- U.S: 'T 'T ti.Trans 1ptcfMatulafis po gmem of Rke tv- �ffiraspwar 1:Pwfd all, 2 Transp anw21ffitdWfyped Nam 1: timmure 'ed- Itz ,.+f to Dac{epan ly IU Discrepancy lactation Space DTYP, roaui R a4al Rajecu!n Mandist Reklenodftnfbw. l8b.AftmataFac94(QrGenenuo* U.S. EPA H) Number' l8c.SipalmOol'AltaMeaFmity(W "timmn" Uay :,Yof is 0&3f snd"ne4cbg eyeless)', 1•-;5' a d p opelato; ant ot 0 Man lea Dosig =adity O%�ff restexce. .§jje�E Fir slem xm�a- I - " Ym 1 1. ..e EPA ZWedg, - , •n. f vL..!- � —.j - L�.--r ITYT(5GE Gte3 tisi kcaiipl� ha:s,lhe-apvTGDTla14 oernft� fat 4 and WW'A.,hA lbb GM EA+nea���IrTus�awDEs' - LO;fliD•SII,iNi1i1;AWRECO€3O• - .- TT FB V OTHER 'SIGNATURE 1 2 3 4 TYPE: NO INTERIOR R SIGNATURE DATE ,NATUPT - -DATE i Clean Harbors Grassy Mountain Facility, Too ele County, Utah i WHITE - Facility CANARY - Generator PINK -Transporter GREEN - ReceNring GOLD = Operations CHI 208 ❑ ❑ ❑, SPOT STABILIZATION IRCRACEIL_ SCA CE STABILIZATION 7: lb 01; 06 13 74640 16 GROSS L;OADT 1 :1ftAiC_XIPVG.ItVFORN1IkTI0fV , 0 It TARE PLANT RECEVI ED DROPPED IFINALCQDE REVIEWED WEJGHT GRIDS MA I�PDEST I 746401b HET DATE LOAD NO. q 69 GENERATOR HAULER 06/Sep/2013 09: is 552 ORDER Nd/ DRUM NO. IS GROSS Its. 74640 ITRUCK NO. CONTAINER NO./(sy RAILCAR NO. i TARE 1te, -3090.0 • : 1 NET lbs. / 43660 .CONTAINFR TYPE I LOAD COUNT !R, TT FB V OTHER 'SIGNATURE 1 2 3 4 TYPE: NO INTERIOR R SIGNATURE DATE ,NATUPT - -DATE i Clean Harbors Grassy Mountain Facility, Too ele County, Utah i WHITE - Facility CANARY - Generator PINK -Transporter GREEN - ReceNring GOLD = Operations CHI 208 leanHarbor Generator Facility Name: Generator Address: Generator Contact Name Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Newport Sub 1218 S. Fifth Avenue AT TN:WaterMeste Group Monrovia, CA, 91016 Sales Ordent. LF7781697 Dale Received: 9/6/2013 Generator EPA ID: CAC002741293 - Lead 1% 13007018 Manifest 9: 006590696FLE Original Date Removed Unit Serial 91 Material Disposal Method of Disposal Facility CH ID 9 From Service Type Customer ID Description Date Disposal 33488440 922013 CM 006590596FLE•321 PCB solids For Landfill 91E2013 • Landflfl Grassy Mountain, lir FaaTity Under Civil and Criminal Penalties of Lew for the making or submission of false or fraudulent stateinents or representations (18 U.S.C.'1001 and 15 U.S.C. 2615),1 certify that the Information contained In or accompanying this document Is true, accurate, and complete. As to the identified seadon(s) of this document for which I cannot personally verify truth and accuracy, I certlty as the company oRcia1 having supervisory responsibility for the persons who, acting under my direct Instructions, made the veriAcatlan that this Information Is true, accurate, and complete. Authorized Agent Page 1 of 1 Thursday, September 12, 2013 Date i i G!.;.aH.n: / / 1F7,7�#5?74}2 SC.P.PSY 3/^0/2011' Plaaca•rWnf nr ivnerFnmi danad'faruu anleGta'.f12.dlrnl Naw+dL=d' ..,. ;; - .. Fo+m'Aoomved. OMB No.2GSD0O39 " '. UNIFORM " HAZARDOUS"1'Cre " ; . rmaa: ID liwnbef. ''+:yn•:p -.•i!^'ib'..••yPago't a4 r8. E^re+gmryRospanse Rl«re _- 0 4.Manitasi Tacking Number ' ` WASTE MANIFEST , c A' C O 27 4.32 9 3 1 ($Od) 08 73a -00: 2.59.66.9'9. FLE ' S. Gene2afs Namean aiJng Pdtlreu Geneamra Sita (Ifdiderenl mon mti8ng address) + •. NeuAaar>Su5' ' .. 12385::, A,venue-AT.TN-Vlzter/Vlaste Greuv i�yi.g P_.atiina Rtvri' PTD emowd..CA'9ltiifi �`%Z7'IS rvCe9-i?iiri anauLt.?1'�en�o . Geneieads Friona: +�'7 % •.Z.Y'� .i`: . ansperler I COMM NamaU.S. EPAD Number .• - �' SO ReinedradTransprusa?lon SDev6ees . ;F E A R 0:0`41815 6 0 ' ' 7. Tampoeg2 CMPamy.Neme �. - - . U.S. EPA ID bomb« . ' gsignat-ed Fadliy Name and San Address .UZ. EPA ID Number Clean FlarfrarsG�ssv'PoloeltHainLCC ; 3Bttues.East TWL-s North of Khwis, O•T D 9 91.» 01'7 4 8 •; Grants4le. UT.84029 Tadd a ahem:' (439189469.40. 9h.U.S.0OtOwcri0w(hic!uTg PmparShlpphtf Name, Berard Gabs, ONumbe4 a .. • . "tO:Cmalne+s 91'. Teal 12. Ufa. '13. WE58 Codas. .. -.•No-.. .Type.. HM 'erd Fatld Gro it .. ... n9 ...Pf �"Y.1I:.:�... .. ....,:._ .: -.. ._.._.,.. rkamGy .P+LAkI.. :.$:. NONa2rRAHA.AROQUS'MAM- SOLIl%((NON-TOT 2.i3 o REGULATED Si PODiVD'.PCP,S.SOLID alt SM DEP'RI.S tri SOIL. -:A55UMtNG'�51)QAP81iPiitS('URCE(NLTi 3. 14. Spedm hadint,1o51NNi«Is and Additional Information is. GENERkT.ORSIO.FF.EROR'SCER SCATION:.I henry declare tat the mnsnu atmds xnslgnmm4am filly aM'amaately depoibed above bymepvper sh';pl ig nwar ind'are dasdfied;padmged: • ,:+naredziidtbVoW ladvded.a+d Mtn ofmsp,c hpmpermn(ROMf«.trmsPmam+dn9 bapp9rnbaimemalidnrJ;eicl rrsanal•govemmenal regWatkw.UexpoRshryeenlaidl'aarael?limary- -' F�«'erfie+NY;ma(Iha danarrs almis m'sPoardoontotmtothelemefllre,a0cfxd.E7A'Admo+ledVnmcfcoh36. •'':' ••. '• - :.1 reNytina; Sa was'a mtiNzaBon stammentkesTied In l0CFR2EL27(a)(them elarty_gaNiry ga«ramr)ar @)(ifla' maiquaimTy taq is tiva' . Sn '- ay ..ear ., � I8. In1ema8oml SNplpm6 •' �. ,.: ❑hnppna US.. . ❑Export Som:U:S. Padatentry/eat •'. - '-'-' .' z.N .Tan . ; ,• r .: :. ... .. "mAt ' dtuetf«emaa 1 •. _ 'V.: - , Dam irarispc.wAdToAWpint'afRosiptot Mau.Mali•. .:: :' .•• ,- ... .`.:+-'.'`:•; . , .y. /... Ta par' Ldnred ed Name Ona a y r�j a . ..Dry Z T&nsp«ar2-w2drIWed.Nam4 blItnature r mn : Year Q s- i 18. Discrepancy 18a.71soexncy lnilaBan Spew ❑'puaaGy' E] Type ❑ftesdrm.- '.❑PartalRajean ❑Fu9iReJeUn¢' ' MznY,est Rearenw;Jumber. 181b. Altemaj Facility (0r Geneator)' f ' ' U,S..EPAIDNumber ' w 1Be$Ignaalra alAlte+7ato Farly («Gel«a:or) ... - .. _ Mash ...:Cay:, year ' y 19. Hazardous Wasa Roped Management Method hazardousaasa Pearnem, dlspow, and recycong Systems) W.' : 20. DcdgneA Fndmry'Oknar«Opeator,CeffmlWn of mcetp2 athaxazdous meaMa'avered by the mandestex- tas noted mlaml �•' . '... Pilo N I. tore Mcn0• . ;Oay' •Year' EPA Fam87OD-22(Rs,Y:3•USSPm!fbusedIdonsare obsolete. ' I ' ( - - DESIGNATEDFACILITYT.OGENERATOR- cleati rlbthors has IN approFeiate permits for and wddl aedept the waste iheoenrraia;`is.s5ippil . GM = ' ?LOAD St9MM'RYi.RECOFi�-` .:•. EMYIAONMENTAL SERVICES* . . 35 00-3.5 B - .,... LOl�D DlSPOS�L DESTINATIOPI:.,;°.; ` :::'` X160 1b MISS 1) Ib. T.Aff 75750 lb Il'c.T SPOT STABILIZATION RCR❑A CELL_ TSCA C€L 1 STABILIZATION :t=r; `�;°';s 'LOAD;TNGi.INEORMATIOiJ.` ; RA6KI _ PLANT DROPPED FINALCODE REVIEWED WEIGHS GRIDS MANIFEST ' RECEIVED ^ MAILED ' 1ils4L::19 t�LLS,'��P.�Z')13 DATE • ,t LOAD N0. C,1 , CrC,2,S lbs. 15160 Z2L4Q GENERATOR HAULER S !�I lbs. 4211 c r ORDER NO. DRUM NO. LF TRUCK N0, CONTAINER NO. (Sy RAILCAR NO. ,: • CO ,AINERTYPE: LOAD COUNT (RAIL ONLY): - EDG ER TT FB V OTH1 2 3 4 O- R TORSIGNyATURE- COUNT -DATE . QFJT:�IPJEORM,4"i101V;.<3:,, s�WASHOUTSTAAAP �tg�;; -• ,?��s;i;�OA�•�15,,: WASHOUT: TYPE: NO • INTERIOR' IOR ' ' WASHOUT SI GNATURE DATE J FI yRSIGNATUR. D 1,E ' :J\:'f -"+<il .:f iy�Y�r'b::b�:: i�ti,'t::I �.V i.�('i-f (.•.4. .�ft,..,' �: fY.\,� vi`i�:!y}. rl'Ili�� "5.. �-- �3?.:i.:;:••, COfUTAIIENTS ,tri • 1.�15:i�� rv. .4 NAME fcITEM ;v, a�.,'�.'xrSr F5 _ c o-:r• c �: Cle4 Har G sy Mountain Facility, Tocele County, Utah WHI Facillry CANARY - Generator PINK -Transporter GREEN - Receiving GOLD - Operations CMI 208 =� Clean Harbors Grassy Mountain LLC I�I���i"�i < 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Generator FaeTity Name: Newport Sub Sales Orderfl: LF7781697 Generator Address: 1218 S. FM Avenue Date Received: 91512013 ATiN:WaterfWaste Group Monrovia, CA, 91016 ' Generator Contact Name: Generator EPA ID: CA0002741293 Load Ri 13006989 Manifest S. 008590699FLE Original Date Removed Unit- Serial .p 1 Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID Description Date Disposal 33446236 91421113 CM 006590699FU-331 PCS solids For Landr4l 902013 Landfill Grany Mountain, tn' Facial Under Civil and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 certify that the Information contained in or accompanying this document Is true, accurate, and complete. As to the Identified secticn(s) of this document for which I cannot personally verify truth and accuracy, I certify as the company official having supervisory responsibility for the persons who. acting under my direct Instructions, made the vedficadon that this Information is true, accurate, and complete. Thursday, September 12, 2013 Authorized Agent Date Page i of i s F PIP.tCP 11I111I'(111MaVIFaan dA_ClnM1ed:for LICA AM1 PIlIPI1i=nl,ehl.NnAWdIP[1...�L''A•7,9,15 • J 'Sr Ar n'.]!'ail2' i Fdm Anamved-OMRNa.205MG39 EPA Form S70o-22(Rev. 3-05) Previous editions are obsdele. � � .. QESIGNATFQRF CIUTY TO'GERERATOR` clean ifaiMlrs hag tirr a �rDprieta }iefnfts /or and•wi d aseepl the Aorta tits g2nerater is shiooitta . -. UNIFOR5IWAZARDOU3 L.Ocnem;ar l0 wpmber <- , ? ? ..'Y• age'1'bT. ;3.Emexganoy Response Poona �'i a Manifest.Tme:Ung Number ' 0:0.6.59 9 7 0°l.• FLE WASTE MANIFEST. , C A C fl 0 2 7 412 9 3.. 804'483.3739 5. eenerabrs tfams ono Mai rgAdores Gereratoes SCaPddrev (.ddierem dtanma drg addmss) HewpDrtSi3'b' - - . :1:23;�5,•F'�4t1+AK2nue:aif3d:54tatarli'7aste6eaDo 1�iE�ai�D�'Rfid+!_. . 4Adria'aldis'CA`9101n'-q. ... i" He..Fo'MtBeaeis.CA82883- Genertofs B. Trinspor:er 1 Campamy Name as _ U.S. EPA ID Number .Re7nedi'a1.TransyortzWon Saevices >, r C A R'OI O 01 i3 2 5:6 0 •' I. Trampmter2Campamy Name US.EPAIDNubale en , aa4�f39iixisir5suuntacnLLC us.ar�a'. .... .:. ' .�MUes fast i'6;ites NatiS oP KnoPs u 1 U a 7:J'0 V'1 r'+ o. ; Grantsalle. UT 94025 ' FacLds Prow. (4351.9"9800 Ba P. US, DOTDesalpdon(fntludFg-ProperSh!ppbg Nome, Hamrd Gass, ID,Number, IO.CsnetnEM 11. TOW ,12. Unit 13. Wass Codes . '• No. Type 'NM and PazAag Grow(Il)my))• ' .r,. Aunnuty , '. WtIvol:. .. NOH-R'CRA HAZARDOUS WASTE, SOLID, tClON-007 251- REGULATED <i PO6Fi6 FGBS,•SOLID 1vwTE QESOIL, .. BiiIS2, �. "rl�'��. w u�e�ioxso4PPiaT�CESOUiiCE01[1i... .. . ..':�•'•:.;:, :•. k. 3. • • .y .. 4. ••.td. o Spedal NWding,W4ughus WdAdditonal lnebmeldm •s+ . li GENERATORISIGFF-tOR'SCF7UIFICAI014:Ir',ensydedale 71at4a on2rGs of gism¢'gnmem zre fVlyard acratelydew�ed above lry Gx proper sYPP!19 ,ra!¢d and to fed'pa¢Ned.eM nein all resFars' In pmpere:dFa,(ar lraaspoM1eertldgbdPP'DF•u intanvtiond endw56rutgovei:memaf reguatlons.ItazpGdaNpa .larA,I'p !fin?rI.'=:'.. Exp¢ter, I cerBfy Brdt Cm dmmnls of Nb wasignowt a'Wosmb ON le= a( gb aCaCed'EPAAtfapwledgme Ietc. .. - .', . . �: I•'• � am - -I=fy that the wash minhtzuun statrsned,Idendged In 40 CFR 262.21(a)(M Pam' a 4ige quaiwienaramr) or lb)'(I I genera&115 We. R GermrxorsOf 8PmueWYpedN0PlB aorre . :., ) • . year :.. 16, InpmaBona: ShIpaleaM Portnl'en ❑ Importio U.S. ^t__9 Expo Uylesd< TarusiasalmSfioe lhr axood3'onl :.Date kaN"US.:T... '• r`%� `;:•>':: "YF at 17. Tmmpo¢+Aiii&W O*xrtdRece0ofMaWkb _ - • Traupn*,1 P'i mdlfypedNama� Are m ,'.. ... _ year. a C Trenspow2PrNIeNTyped Name • �/ ignaNre. y , Year ' `PmBal Ise. Dbeepaicylndgtan Spare ❑ouargU '❑TTPe . 0Rerdl, .. Re eaten EIFIgI Bee n. ..._• I,1!�6 �II) LjX-IHI O�.FS'..y�l'l.w"l•'PY Nut la�lAanife� Relere:•mmhs 15ia's .ro `.'"�, • .� US. EPA ID "bar . • ' LL •AIaM•• w ul Signatue ofAllemab F.6(aCmneralor): .. Pay,. ':'Yea; C.7 1S. W xedaosWrs:e Repw elzu'e mend kWhW Codes (Le. Codes for haazrdous waste beabrsd4 d'ulpasal, aW rapycing Sys'!—) 0 1' H332, 2. 3: 4. ': • I 20. DesM,ared Fk:ll Ormeroreperalu. CadificationalreWplofharardiusmmda!scmemd bi the marafestexdeptes nolod b item iia0 / �X•-In "•:: enun EPA Form S70o-22(Rev. 3-05) Previous editions are obsdele. � � .. QESIGNATFQRF CIUTY TO'GERERATOR` clean ifaiMlrs hag tirr a �rDprieta }iefnfts /or and•wi d aseepl the Aorta tits g2nerater is shiooitta . -. lea ' arb GM TRUCK NO. CONTAINER NO. (s)/ RAILCAR NO. ' �-®AD 82J9VIM'ARY REC®RD;; ' E3itilA9NF1EATSL SERVICES' SG TT FBV OTHER 1 2 3 4 OPERATOR SIGNATURE COUNT DATE' . y: $o rl? 05 13 7372113 lb G:,Ubb LOAD, DISP'OSAI ,bES lfV T10"2::.:: >... 0 lb TARE OUT SIGNATURE DA EE 7-720 ib lfLT DRIVER.SIGNATUR9 .;:;• .. .:.DATE: r:. ❑ ®: ❑ SPOT :. s.: R ... ... i.�yy .:•:. ONlME PITS STABILIZATION RCRA CELL_ TSCA CELL STABILIZATION ::°;9TEM':•`; .. = _ "`' LOAD TR�C4f1.N:G`IhVF.,ORMATIdiV`` rY:': V. i•l' PLANT RECEIVED DROPPED FlNAL CODE - t REVIEWED WEIGHTS i GRIDS MANIFEST MAILED 10, 48, J3 DATE LOAD NO. ;5.:..3.. 7"720�'� .9 TARE ]i:5 •` cr 3=x`71-1 f GENER''AT``OR HAULER ' ' ' ' N'Qw Do r+ FFET lbs- 407SCI LF: 77'8 152, 3544Coa75-7 TRUCK NO. CONTAINER NO. (s)/ RAILCAR NO. ' ' CONTAINERTYPE: LO AD COUNT (RAIL ONLY): SG TT FBV OTHER 1 2 3 4 OPERATOR SIGNATURE COUNT DATE' ORD;WASH;Q,�UT:LNFORII�ATIONy':;�.�': ,.� �;11NAiSHOUT'-ST,4AIIP�:�:= WASHOUT:— ' ` ' " TYPE: NO INTERIOR . V. fEROR. OUT SIGNATURE DA EE DRIVER.SIGNATUR9 .;:;• .. .:.DATE: r:. :. s.: R ... ... i.�yy .:•:. ONlME PITS u,, . . ,� :. .. .. ::°;9TEM':•`; .•:r.,^':C:;:;;:, o i Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE:Facility CANARY -Generator PINK -,Transporter GREEN - Receiving ,GOLD - Operations ' (}O POB leaft® ' Clean Harbors Grassy Mountain LLC 3 Miles East 7 Mlles North of Knolls Grantsville UT, 84029 UT0991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Saias Order#: LF7781697 Generator Address: 1218 S. Fifth Avenue Date Received: 915/2013 ATTN:WaterMlaste Group Monrovia, CA, 91016 Generator Contact Name Generator EPA ID: CAC002741293 Load P. 13006990 Manifest P. 006590701FLE Original Date Removed Unit Serial # 1 Material Disposal Method of Disposal Facility CHID # From Service. Type Customer ID Description Date Disposal 33446237 9/4/7013 CM 006590701FLE-34/ .PCs 8ollds For Landfill 952013 Landfill Grassy Mountan, Ur Facility Under Civil and Criminal Penalties of Law for the malting or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), 1 cerilry that the Infdrmation contained in or accompanying this document is true, accurate, and complete. As to the Identified section(s) of this document for which I cannot personalty verify truth and accuracy. I certify as the company official having supdrvisory responsibility for the persons who, acting under my direct Instructions, made the verification that this Information is we, accurate, and complete. i ,Y &Z� • Authorized Agent Page 1 of 1 Thursday, September 12, 2013 Date Fill /Analytical and SCE Approval Documentation Leighton Project Name: Project No.: Boring No.: Sample No. Soil Identification: MODIFIED PROCTOR COMPACTION TEST ASTM D1557 SCE Newport Beach Tested By: 0. Figueroa Date: 08/16/13 603404-008 Input By: 3. Ward Date: 08/20/13 N/A Depth (ft.) N/A Import from Hansen Quarry Olive poorly -graded sand with silt (SP -SM) Preparation Method:BX Moist e Mechanical Ram Dry Manual Ram Mold Volume (ft3) 0.03310 Ram Weight = 10 /b.; Drop = 18 in. TEST NO. 1 2 3 4 5 6 Wt. Compacted Soil + Mold 3939.0 4055.0 4069.0 4018.0 Weight of Mold 1874.0 1874.0 1874.0 1874.0 Net Weight of Soil 2065.0 2181.0 2195.0 2144.0 Wet Weight of Soil + Cont 486.10 481.60 507.60 526.90 Dry Weight of Soil + Cont 465.60 452.50 467.40 475.60 Weight of Container 51.90 51.60 52.50 52.60 Moisture Content % 4.96 7.26 9.69 12.13 Wet Density 137.5 145.3 146.2 142.8 Dry Density 131.0 135.4 133.3 127.4 Maximum Dry Density (pd) 135.5 Optimum Moisture Content (%) 7.5 PROCEDURE USED ® Procedure A Soil Passing No. 4 (4.75 mm) Sieve Mold : 4 in. (101.6 mm) diameter Layers : 5 (Five) Blows per layer : 25 (twenty-five) May be used if +#4 is 20% or less M Procedure B Sal Passing 3/8 in. (9.5 mm) Sieve Mold : 4 in. (101.6 mm) diameter Layers: 5 (Five) Blows per layer : 25 (twenty-five) Use if +#4 is >20% and +3/8 in. is 20% or less ❑ Procedure C Soil Passing 3/4 in. (19.0 mm) Sieve Mold : 6 in. (152.4 mm) diameter Layers : 5 (Five) Blows per layer : 56 (fifty-six) Use if +3/8 in. is >20% and +3/4 in. is <30% Particle -Size Distribution: Atterberq Limits: 140.0 120.0 -IL- 0.0 SP. GR. = 2.75 SP. GR. =180 SP. GR. = 2.85 5.0 10.0 Moisture Content (%) 15.0 20. MX IMPWftm Hensen Oeenr(eemp'ed 08-1613) • TESTS for SULFATE CONTENT Leighton CHLORIDE CONTENT and pH of SOILS Project Name: SCE Newport Beach Tested By : A. Santos Date: 08/16/13 Project No.: 603404-008 Data Input By: 1. Ward Date: 08/20/13 Boring No. N/A Import from Sample No. Hansen Quarry Sample Depth (ft) N/A Soil Identification: Olive SP -SM Wet Weight of Soil + Container 315.60 10:25/11:10 Dry Weight of Sal + Container 311.20 45 Weight of Container 65.70 23.3413 Moisture Content % 1.79 23.3396 Weight of Soaked SWI 100.00 0.0017 SULFATE CONTENT. DOT California Test 417. Part 11 Beaker No. Crucible No. 32 ml of A NO3 Soln. Used in Titration C 13.3 6 Furnace Temperature 880 PPM of Chloride C -0.2 * 100 * 30 / B 1310 PPM of Chloride Dry Wt. Basis 1334 Time In / Time Out 10:25/11:10 Duration of Combustion min 45 Wt. of Crucible + Residue 23.3413 Wt. of Crucible 23.3396 Wt. of Residue A 0.0017 PPM of Sulfate A x 41150 69.95 PPM of Sulfate Dry Weight Basis 71 CHLORIDE CONTENT. DOT California Test 422 ml of Extract For Titration B 30 7.79 ml of A NO3 Soln. Used in Titration C 13.3 20.7 PPM of Chloride C -0.2 * 100 * 30 / B 1310 PPM of Chloride Dry Wt. Basis 1334 nH TEST. DOT California Test 532/643 PH Value Tem nature 0C 7.79 20.7 {In Archive] RE: FW: Pre -job meeting[ John Johnsen to: Villalobos, Rafael 08/16/201303:30 PM Cc: "Delatorre, Mike", Mark Passarini Archive: _ _ This message is being viewed in an archive. I FOR INTERNAL USE ONLY Thank you Rafael, The results look just fine. This material is acceptable for use for backfill at the Newport Substation site. No TPH was detected, and aside from the arsenic, the results are well below the CHHSLs for residential use. Since the arsenic concentration is less than 12 mg/kg, there should be no concern with importing the soil. Much appreciatedl John R. Johnsen REHS Southern California Edison Corporate Environmental Health and Safety Technical Services Division, Hazardous Waste Section 1218 S. Fifth Ave. Monrovia, California 91016 Phone - 626.462.8721 Fax - 626.462.2583 Mobile - 626.756.6403 Pax -74721. "Villalobos, Rafael" IMf Johnson Attached,aae the analytical, results 08!16!2013.03,14 24,PM From: "Villalobos, Rafael"<villalobos.rafael@cleanharbors.com> To: "John.Johnsen@sce.com" <John.Johnsen@sce.com> Cc: "Delatorre, Mike" <delatorre.mike@cleanharbors.com> Date: 08/16/2013 03:14 PM Subject: RE: FW: Pre -job meeting Mr. Johnson Attached are the analytical results you requested for the Hanson Quarry backfill material (Fill Sand). Please review and let me know if you have any concerns. Regards, From: )ohn.Johnsen@sce.com [mai(to:)ohn.Johnsen@sce.com] Sent: Wednesday, August 14, 2013 10:26 AM To: Villalobos, Rafael Cc: Delatorre, Mike Subject: RE: FW: Pre -job meeting I would like to. Part of what I am doing is trying to get some data on the various sites so that if they come up with good results, we can pass on sampling them in the future. I do not believe we have data on this quarry, so let's go ahead and have a single sample run for the metals only. John R. Johnsen REHS Southern Callfornia Edison Corporate Environmental Health and Safety Technical Services Division, Hazardous Waste Section 1218 S. Fifth Ave. Monrovia, California 91015 Phone - 626.462.8721 Fax - 626.462.2583 Mobile - 626.756.6403 Pax - 74721 From: "Valatobos, Rafaer'<vlllalobos.mfaelra?cleanharbom.com> To: "John.JohnsenAsce.corn" <John.Johnsen Dsce.wm> Cc: "Delatorre, M&e' <delatorre.mikeedeanharbors.wm> Dale: 08/14!2013 10:23 AM Subject: RE: FIN: Pre -job meeting I will receive a 5 gallon sample of the Fill Sand tomorrow and I will send some of it to the Laboratory for CAM Metals and TPH CCID; I did not request a sample of the gravel since this will actually be 1 A "crushed rock. Do you want me to request a sample and analyze the rock as well? From: lohn.Johnsenasce.com [mailto:lohn.lohnsenftsce.com) Sent: Wednesday, August 14, 2013 10:13 AM To: Villalobos, Rafael Subject: RE: FW: Pre -job meeting Hi Rafael, Let's keep it simple and go with what is being planned. If the Hanson Quarry material is homogeneous in appearance, let's have a sample run for metals (6010Bn47A), and one for TPH (8015M Carbon Chain break -down). If more than one type of material will be used, such as sand and gravel, have the tests run on each type of the materials that will be imported. If the sample looks like it contains materials from various sources, give me a call to discuss further. If this occurs, I already have over 20 megabytes of lab data for samples collected at the Vulcan site, so if the Hanson material looks questionable, we could discuss using the Vulcan site, and whether any additional sampling would even be needed. I hope this helps, John R. Johnsen REHS Southern California Edison Corporate Environmental Health and Safety Technical Services Division, Hazardous Waste Section 1218 S. Fifth Ave. Monrovia, California 91016 Phone - 626.462.8721 Fax - 626.462.2583 Mobile - 626.756.6403 Pax - 74721 From: "Villalobos, Rafael" <villalobos.rafaelr)a cieanharbors.com> To: "John.Johnsen(U)sce.com" <John.Johnsen _)sce.com>, Richard Willlams <milliamsralleiohtonarouo:com> Cc: Dian Chandra <dchandra(a).leiahtonarouo.wm>, "Mark.Passarinl(DSce.com" <Mark.Passariniar)sce:wm> Date: 08113/201304:01 PM Subject: RE: FW: Preyob meeting According to the West Coast Sand and Gravel Rep, the Hanson Quarry in Corona is the quarry from which the fill sand will come from. I can request that the material be sent from the Vulcan Quarry if this is will streamline the process? I should have a sample from Hanson before the end of the week. From: John.Johnsen(ja)sce.com rmailto:John.Johnsenialsce.coml Sent: Tuesday, August 13, 2013 3:28 PM To: Richard Williams; Villalobos, Rafael Cc: Djan Chandra; Mark. PassarihiCo)sce.com Subject: Re: FW: Pre -job meeting Hi Richard and Rafael, We did a significant amount of sampling at a Vulcan site in Corona three years ago prior to importing soil to one of our sites. If this is the site being considered, let me know and I will review the data and see if we can either limit or eliminate any pre -import sampling. Thank you, John R. Johnsen REHS Southern California Edison Corporate Environmental Health and Safety I Technical Services Division, Hazardous Waste Section i 1218 S. Fifth Ave. Monrovia, California 91016 Phone - 626.462.8721 Fax - 626.462.2583 Mobile - 626.756.6403 Pax - 74721 From: "Richard Williams"<rwilliamsOIeightondroup.cgm> To: <villalobos. rafael(alcleanharbors.wm> Cc: <John.Johnsen(asce.com>, "Dian Chandra" <dchandra(dlelghtonorouo.com>, <Mark.Passariniroi)sce.com> Date: 08/73!2013 11:57 AM Subject: FW: Pre -job meeting Thanks Rafael, Also, be sure to touch base with John Johnson regarding the environmental sampling. See you,on Thursday. Richard (Dick) Williams Leighton Consulting, Inc. 17781 Cowan Irvine, CA 92614-6009 Direct line: (949) 681-4256 From: Villalobos, Rafael [ ailto•villalobos rafael(o)cleanharbors.coml Sent: Tuesday, August 13; 2013 11:53 AM To: Richard Williams Subject: RE: Pre -job meeting I called the provider and they will have a 5/gal bag sent to me from the quarry before the end of the week or sooner. The quarry is located in Corona, couldn't get an address. From: Richard Williams fmailto:rwilliamsOleiehtonorouo.coml Sent: Tuesday, August 13, 2013 11:38 AM To: Villalobos, Rafael Cc: Djan Chandra Subject: RE: Pre -job meeting Thanks Rafael. Don't forget to bring the import sand sample for LCI. Richard (Dick) Williams Leighton Consulting, Inc. 17781 Cowan Irvine, CA 92614-6009 Direct line: (949) 681-4256 From: Villalobos, Rafael fmailto:villalobos.rafael(o)cleanharbors.com) Sent: Tuesday, August 13, 2013 11:36 AM To: Djan Chandra; Mark. Passarini(obsce.com Cc: Delatorre, Mike; mitchell.oda(a)sce.com; Richard Williams Subject: RE Pre -job meeting Gentlemen, We are scheduled for Thursday 0800 at the job site (alley side): Wednesday was not possible for the City. I will see you then. Thanks, From: Villalobos, Rafael Sent: Tuesday, August 13, 2013 10:48 AM To: 'Djan Chandra'; Mark.Passarini(o)sce.com Cc: Delatorre, Mike; mitchell.oda(&sce.com; Richard Williams Subject: RE: Pre -job meeting Great, I will schedule for Thursday at 0800 and ask about Wednesday. From: Djan Chandra fmailto:dchandra(a)lei hg tongroup.coml Sent: Tuesday, August 13, 2013 10:12 AM To: Mark.PassarinNalsce.com: Villalobos, Rafael Cc: Delatorre, Mike; mitchell.oda(a15ce.com; Richard Williams Subject: RE: Pre -job meeting Hi All — We can keep the meeting as scheduled (8:00 am Thursday). Dick will attend and I will have another engineer attend the meeting on my behalf. I am open Wednesday morning, if we would like to reschedule. Djan From: Mark. Passarini(6sce.com fmailto:Mark.PassariniCobsce.coml Sent: Tuesday, August 13, 2013 9:22 AM To: Villalobos, Rafael Cc: Djan Chandra; Delatorre, Mike; 'mitchell.oda@sce.com'; Richard Williams Subject: Re: Pre -job meeting As you know, it has to be by Thursday in order to start on Monday. Is Wednesday a possibility? Mitch is out and I am booked, but I could push a couple of things to Thu and come tomorrow early am or mid- to late -afternoon. From: 'Villalobos, Rafael"<vllalobcs.raraelralcleanharbors.com> To: "'nvi0iams@leightongroup.com"' <nvilliams(dlelghtongmuo.com>, "'Mark.Passarini@sce.com"• <Mark.Passariniro)sce.COm Cc: "'dchandra@leightongroup.com"' <dchandraMIelghtongrouo.com>, "'mlchell.oda@sce.com"' <mllchell.oda(q%sce.com>, "Delatorre, Mike"<delalorre.miker&cleanharbors.cem> Date: 08113/2013 09:01 AM Subject Re: Pre -job meeting Gentlemen, I called this morning to schedule the pre -grade meeting and was told that they had already scheduled us for 0800 on Thursday. Is there any way someone from LCI can attend? Otherwise we will need the schedule for another day. From: Villalobos, Rafael Sent: Monday, August 12, 2013 06:21 PM To: Richard Williams<rwilliams(alleiahtonarouo.com>; Mark. PassariniCalsce.com < Mark. Passarini(o)sce.com> Cc: Djan Chandra <dchandraCalleiohtonorouD.com>; Mitch Oda (mltchell.oda(asce.com) < m itchel I.oda (alsce.com> Subject: RE: Pre -job meeting I will schedule for 10:30 From: Richard Williamsfmailto:rwiiliams(o)leiahtongrouo.coml Sent: Monday, August 12, 2013 10:48 AM To: Mark. Passarini(alsce.com; Villalobos, Rafael Cc: Djan Chandra Subject: Pre -job meeting Team, Turns out that LCI's two key people on the geotechnical side have another pre -job meeting Thursday morning at 8:00. Can we schedule the Newport Beach meeting for 10:00 or 10:307 Mark, I seem to recall you mentioning that you had another meeting early afternoon that day. Richard (Dick) Williams Leighton Consulting, Inc. 17781 Cowan Irvine, CA 92614-6009 Direct line: (949) 681-4256 [attachment "Hanson Quarry Backfill Results.pdf' deleted by John Johnsen/SCE/EDC] ADVANCED & TECHNOLOGY L A U 0 R A T 0 R 1 E S August 16, 2013 Rafael Villalobos Clean Harbors Environmental Service 2500 E. Victoria Street Compton, CA 90220 Tel: (323) 833-5960 Fax:(310)764-5863 Re: ATL Work Order Number: 1302446 Client Reference: NEWPORTBEACH tp Arco, ngo py ELAP No.: 1838 NELAPNo.: 02107CA CSDLAC No.:. 10196 ORELAP No.: CA300003 TCEQ No.: T104704502 Enclosed are the results for sample(s) received on August 15, 2013 by Advanced Technology Laboratories. The sample(s) are tested for the parameters as indicated on the enclosed chain of custody in accordance with applicable laboratory certifications. The laboratory results contained in this report specifically pertains to the sample(s) submitted. Thank you for the opportunity to serve the needs of your company. If you have any questions, please feel free to contact me or your Project Manager. Sincerely, �Aa'—�L' Eddie Rodriguez Laboratory Director The cover letter and the case narrative are an integral part of this analytical report and its absence renders the report invalid. Test results contained within this data package meet the requirements of the National Environmental Laboratory Aceredi;afion Conference and/or applicable state -specific certification programs. The report cannot be reproduced without written permission from the client and Advanced Technology Laboratories. 3275 MalnuiAvenue, Signal Hill, CA 90755 • Tel: 562-989-4045 ^ Fac: 562-989-4040 tvivwxtlglobat cont Certificate of Analysis Clean Harbor Environmental Service Project Number: NL-WPORTBEACH 2500 E. Victoria Street Repor:To: Rafael Villalobos Compton, CA 9D220 Reported : 08/16/2013 SUMMARY OR SAMPLES Sample ID Laboratory 1D Matrix Date Sampled Date Received FS) 1302446-01 Soil 8/15/13 12:00 8/15/13 12:27 3275 WnGuelAvenue, Signal Hill, CA 90755 ^ Tel: 562-989-4045 ".Fax: 562-9894040 ^ www.ellglobaLcom d. , A WCertificate of Analysis Clean Harbors Environmental service Project Number: NEWPORTBEACH 2500 E. Victoria Street Report Te : Rafael Villalobos Compton , CA 90220 Reported: 08/162013 Client Sample ID (AFS) Lab ED: 1302446-01 Title 22 Metals by iCP-A.ES EPA 6010.8 Analyst: Al Result PQL MDL Datelrime [A7.1 te (mg/kg) (mg/kg) (mg/kg) Dilution Balch Prepared Analyzed Notes Antimony ND Arsenic 9.3 Mariam 110 Beryllium ND Cadmium ND ' Chromium 6.3 Cobalt 8.1 Capper 7.6 Lead 12 Molybdenum ND Nickel 4.0 ' Selenium ND Silver ND "Thallium 1.4 Vanndlum 21 zinc 50 Mercury by AA (Cold Vapor) EPA 7471A 2.0 NA I B3HO302 08/152013 08/16/1309:11 B3HO307 1.0 NA I B3110302 08/152013 08/16/1309:11 Analyst; MPR 1.0 NA I B3HO302 03/152013 03/16/1309:11 1.0 NA 1 83HO302 03/152013 OS/16/13 09:11 1.0 NA 1 83140302 03/152013 03/16/1309:11 1.0 NA 1 B3110302 08/152013 03/16/1309:11 1.0 NA 1 B3H0302 08/152013 08/16/13 09:11 2.0 NA I 83%0302 08/152013 08/16/1309:11 LO NA I B3Y.0302 08/152013 08/16/1309:11 1.0 NA I B3HO302 08/152013 08/16/1309:11 1.0 NA I B3HO302 08/152013 08/16/1309:11 1.0 NA 1 B31.0302 08/152013 08/16/1309:11 1.0 NA I B3110302 08/152013 08/16/1309:11 1.0 NA 1 83110302 06/152013 08/16/1309:11 1.0 NA I B3HO302 03/152013 03/16/1309:11 1.0 NA I 83140302 08/152013 03/16/1309:11 Analyst: V3 Result PQL MDL DateMme Annlyle (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analyzed Notes Mercury ND 0.10 NA 1 B3HO304. 03/152013 03/15/1316:21 Gasoline Range Organics by EPA 8015E Analyst: DP Result PQL MDL Date/rime Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Analyzed Notes T/R Hydrocarbons: C4 -C12 ND 1.0 NA 1 B3H0307 08/152013 03/15/1320:27 Surrogate: 4-BromoJluombenzene 106% 54-/50 B3HO307 08/152013 08/1511320:27 Hydrocarbon Chnin Distribution by EPA 8015(M) ND 10 Analyst; MPR Result PQL MDL DateTmc. Analyte (mg/kg) (mg/kg) (mefkg) Dilution Batch Prepared Analyzed Not" T/R Hydrocarbons; CS -CIO ND 10 NA 1 B3HO298 08/152013 08/15/1320:00 T/R Hydrocarbons: CIO -CIS ND 10 NA I B3HO293 08/152013 03/15/1320:00 , T/R Hydrocarbons: Cl S -C28 - ND 10 NA 1 B3H0298 08/15/2013 08/15/1320:00 3275 Kdnul Avenue, Signal Hill, CA 90755 °Tek 562-989-4045 -F= 562-989-4040 ^ mmat1global.com C Certificate of Analysis Clean Harbors Environmental Service Project Number: NEWPORTBEACH 2500 E. Victoria Sneet Report To : Rafael Y)lalobos Compton, CA 90220 Reported: 08/162013 Client Sample ID (HFS) Lab ID: 1302446-01 I-lytlrocarUon Chain UtStributton by BPA UULS(:y1) Annlysh MFR Result PQL MDL Datelrine Analyte (mg/kg) (mg/kg) (mg/kg) Dilution Batch Prepared Awlyzed Notes T/R Hydrocarbons: C28 -C36 ND 10 NA 1 BM0298 08/152013 08/15/13 20:00 T/R Hydrocarbons: C36 -C40 ND 10 NA 1 83H0298 08/152013 08115/13 20:00 T/R Hydrocarbons: C8 -C40 Total (HS) ND 10 NA 1 831`10298 08/152013 08/15/1320:00 Surrogate: p-Terphenyl 101% 55-153 03H0298 08/152013 08115/1320:00 3275 WolnwAveln/e, Signal Kill, CA 90755 • Tei: 562-989-404S •.Fax: S62-989-4040' wwwavIglobaLcotn TSA Certificate of Analysis Clean Harbors Environmental Service Project Number: NEWPORTBEACH 2500 E. Victoria Street Report To: Rafael Villnlobos Compton , CA 90220 Reported: 08/16/2013 QUALITY CONTROL SECTION Title 22 Metals by ICP -AES EPA 60I0B - Quality Control Result PQL Spike Source %Ree RPD 4nalyte (mg/kg) (mefkg) Level Result %Ree Limits RPD Limit Notes BnteIt B3110302 -.LPA 3050B Blanit (B3R0302-BLKI) Prepared: 8/152013 Analyzed: 81162013 Antimony ND 2.0 Na. Arsenic ND 1.0 NR Barium ND LO NR Beryllium ND 1.0 NR Cadmium ND LO NR Chromium ND 1.0 NR Cobalt ND 1.0 NR Copper ND 2.0 NR Lead ND 1.0 NR Molybdenum ND 1.0 Na. Nickel ND ` 1.0 NR Selenium ND 1.0 NR Silver ND 1.0 NR Thallium ND 1.0 NR Venadium ND LO Na. Zinc W 1.0 NR LCS (63110302 -BSI) Prepared; S1152013 Analyzed: 8/162013 Antimony 46.5430 2.0 50.0000 93.1 BO- 120 Arsenic 46.1952 1.0 50.0000 92.4 80.120 Barium 49.9061 1.0 50.0000 97.8 80.120 Beryllium 48.3522 1.0 50,0000 96.7 SO- 120 Cadmium 45.8368 1.0 50.0000 91.7 80- 120 Chromium 49.4219 1.0 50.0000 98.S 80.120 Cobalt 47.8999 1.0 50.0000 95.8 80-120 Copper 47.6316 2.0 50.0000 95.3 80-120 Lead 47.4713 1.0 50.0000 94.9 80-120 Molybdenum 45.4458 1.0 50.0000 96.9 80- 120 Nickel 46.8980 1.0 50.0000 93.8 80-120 Selenium 43.2687 1.0 50.0000 S6.5 80-120 Silver 42.5196 1.0 50.00DD 85.0 SO- 120 Thallium 48.4183 1.0 50.0000 96.8 BO -120 Vanadium 43.4057 1.0 50.0000 96.8 SO -120 Zinc 43.1438 1.0 50.0000 S6.3 80- 120 Matrix Spike (631103024MSI) Source: 1302438.02 Prepared: 8/152013 Analyzed: 8/162013 Antimony 83.1084 2.0 125.000 0.229417 66.3 21-109 Arsenic 113.699 1.0 125.000 5.13950 S4.4 55-102 Barium 163.721 1.0 125.000 56.0972 86.1 40- 130 Beryllium 105.121 1.0 125.000 0.331334 86.2 60-104 3275 NalrrulAveeue, Signal [fill, CA 9075S °Tel: S62-989-4045 -Fax: 362-989-4040 • www.atlglobal.cont A 5 f.:! Certificate of Analysis Clean Harbors Environmental Service ProjectNumber: NEWPORTBEACH 2500 E. Victoria Street Repon To : Ansel Villalobos Compton, CA 90220 Reported : 08/162013 Title 22 Metals by ICP -AES EPA 6010B -Quality Control (cont'd) Result PQL Spike Source %. Rae R.PD Analyte (mg/kg) (mg/kg) Level Restdt %Rec: Limits RPD Limit Notes Batch B3110302 - EPA 3050D (continued) Nntriz Spike (83B0302-NlSi)-Continued Source: 1302438-02 Cadmium IGU33 1.0 125.000 Chromium 122.382 1.0 125.000 Cobalt 110.953 1.0 125.000 Capper 127.132 2.0 125.000 Lead 107.733 1.0 125.000 Molybdenum 106.806 1.0 125.000 Nickel 114.829 1.0 125.000 SCIcniuml 92.5054 1.0 125.000 Silver 111.242 1.0 125.000 Thallium 101.216 1.0 125.000 Vanadium - 139.662 1.0 125.000 Zinc 133.123 1.0 125.000 Matrix Spike Dup(B3110302-MSDI) Source 1302438-02 Antimony 86.9789 2.0 125.000 Arsenic 115.117 1.0 125.000 Bnrium 164.685 1.0 125.000 Beryllium 109150 1.0 125.000 Cadmium 100.578 1.0 125.000 Chromium 122.952 1.0 125,000 Cobalt 111.843 1.0 125.000 Copper 127.789 2.0 125.000 Lead 108.858 1.0 125.000 Molybdenum 107.387 i.0 125.000 Nickel 115.367 1.0 125.000 Selenium 97.6842 I.0 125.000 Silver 111.484 1.0 125.000 Thallium 102.792 1.0 125.000 Vannditun 140.726 1.0 125.000 Zinc 133.564 1.0 125.000 Prepared: 8/152013 Analyzed: 8/16/2013 ND 80.4 52-100 14.1893 86.6 53- 113 6.13202 83.9 53 - 104 12.7290 91.5 51- 122 5.02270 82.2 51- 106 0289569 85.2 55-103 10.9539 83.1 43-112 ND 74.0 53-104 ND 89.0 61-109 0.653643 80.4 44- 103 28.2593 89.1 55- 115 33.1552. 80.0 24- 130 Prepared: 8/152013 Analyzed: 8/162013 0.228417 69.4 21.109 4.55 20 3.13950 85.6 55- 102 1.24 20 56.0972 86.9 40-130 0.587 20 0.331334 87.1 60- 104 1.04 20 ND S0.5 52- 100 0.0441 20 14.1898 87.0 53- 113 0.465 20 6.13202 84.6 51-104 0.799 20 12.7290 92.0 51- 122 0.516 20 5.02270 83.1 5i - 106 1.04 20 0.289569 SS.7 35- 103 0.543 20 10.9539 83.5 43. 112 0.467 20 ND 78.1 S3-104 5.45 20 ND 89.2 61-109 0.217 20 0.653643 81.7 44- 103 1.55 20 23.2598 90.0 55- 115 0.759 20 33.1552 80.3 24-130 0.331 20 3275 WabititAvenae, Signal Hill, CA 90755 • Tel: S62-989-4045 ^ Pax: 562-989-4040 • tomalglobal.com �� Certificate of Analysis �� Y Clean Harbors Environmental Service Project Number: NEWPORTBEACH 2500 E. Victoria Street Repoit'fo : Rafael Villalobos Compton, CA 90220 Reported : 08/162013 Mercury by AA (Cold Vapor) EPA 7471A - Quality Control Result PQL Spike Source %Rec RFD Anolyte (mg/kg) (mg/kg) Level Result %Roc Limits RPD Limit Notes Batch 83110304 -EPA 7471 Blank(83H0304-BLRI) Mercury LCS (03H0304-851) Mercury 072rris Spike (WE10304 NISI) Mercury Ma tris Splke Dup (B3110304-MSDI) Mercury Post Spike (B3lf03D4-PSI) Mercury Prepared: 8/152013 Analyzed: 8/152013 ND 0.10 NR Prepared: 8/152013 Analyzed: 8/152013 0.861863 0.10 0.833333 103 80.120 Source: 130244501 Prepared: 81152013 Analyzed: 81152013 0.887602 0.10 0.833333 0.037036 96.1 -00- 130 Source: 1302445-01 Prepared: 8/152013 Analyzed: 3/152013 0.897858 0.10 0.833333 0.087036 97.3 70-130 1.15 Source: 1302445-01 Prepared: 81152013 Analyzed: 81152013 0.005788 5.0000063 0.001044 94.9 85.115 20 3275 WabutlAvenue, Signal ffill, CA 907SS -Teh 562-989-4045 -.Fax.- 562.989-4040' www.arlglobaLcom i 1 JA i ��� Certificate of Analysis Clean Harbors Environmental Service Project Number: NEWPORTBEACH 2500 E. Victoria Street Report To : Rafael Villalobos Compton, CA 90220 Reported: 08/162013 Gasoline Range Organics by EPA 8015B - Quality Control Result PQL Spike Source %Rec RPD Awlyte (mg/kg (mg(kg) Level Result %Rec Limits RPD Limit Nates Balch WHOM. CCVOAS Blanl, (D3H0307-BLICI) Prepared: 81152013 Analyzed: 8/152013 T/R Hydrocarbons: C4 -C 12 ND 1.0 NR Surrogate: 4-8mmoJluorobemene 0.1983 0.200000 99.2 54-I50 LCS (133110307-13SI) Prep=d: 8/152013. Analyzed: S/152013 T/R Hydrocarbons: C4 -C12 4.57000 LO 5.00000 91.4 70. 130 Surrogate: 4-Broan0Jluorobenzene 0.2005 0.200000 100 S4 -I30 LCS Dup (83H0307-13SDI) Prepared: 8/152013 Analyzed: 8/152013 T/R Hydroccrbonr. CI -C 12 4.59000 1.0 5.00000 91.8 70-130 0.437 20 Surrogate: 4-BromoJiuombenzene 0.2004 0.200000 100 S4.150 Mntris Spike(031110307MS1) Source: 7302438-27 Prepared: 8/152013 Analyzed: 8/152013 T/R Hydrocarbons: C4 -C 12 4.17200 1.0 S.00000 ND 83.4 42-125 Surrogate: 4-BromoJlumnbenwne, 0.2074 0.200000 104 54-150 Matrix Spike Dup(R3110307-MSDI) Source: 1302438-27 Prepared: 81152013 Analyzed: 81152013 T/R Hydrocarbons. C4 -C(2 4.14400 1.0 5.00000 ND 82.9 42. 125 0.673 20 Surrogate: 4-Bromofluorobdre;ene 0.2078 0.200000 104 54.150 3275 WalnalAvenue, Signal Kill, CA 90755 ^ Tel: 562-989-4045 ^ Fax: 562-989-4040 ^ tvlmP.dllglobaLconl �� � ofADal i �� Certificate ys s Clean Harbors Environmental Service Project Number. NEWPORTBEACH 2500 E. Victoria Street Report To : Rafael Mllalobos Compton , CA 90220 Reported: 08/16/2013 Hydrocarbon Clain Distribution by EPA 8015(1 -Quality Control Result PQL Spike Source %Rec RPD Analyte (mgp<g) Ong/kg) Level Result %Rec Limits RPD Limit Notes Batch B3H0298 - GCSEM[ DRO Blank (113110298-BLKS) Prepared: 8/152013 Analyzed: 8/1512013 T/R Hydrocarbons: CS -CIO ND 10 NR T/R Hydrocarbons: CIO -CIS NO 10 NR T/R Hydrocarbons: CIS -C28. NO 10 NR T/R Hydrocarbons: C28 -C36 ND 10 NR T/R Hydrocarbons: C36 -C40 NO 10 NR T/R Hydrocarbons: CS -C40 To' 91(HS) No 10 NR Surrogare: p-Terphenyl 67.94 80.0000 84.9 SS -153 LCS (113110298-1351) DRO Surrogare: p-Terpherryl Matrix Spike (1331 -I0298 -MSI) DRO Surrogaic: p-Terpherryl 1072.23 10 1000.00 70.13 80.0000 Source: 1302438-27 1202.92 10 1000.00 83.82 80.0000 Prepared: 8/152013 Analyzed: 81152013 107 65 - 151 87.7 SS -153 Prepared: 8/152013 Analyzed: S/152013 NO 120 45-168 105 S5-153 Modris, Spikm D up(13JH0298-MSDI) Source 1302438-27 Prepared: 8/152013 Analyzed: 8/152013 DRO 1137.70 10 1000.00 NO 114 45-165 5.57 20 Surrogate: p-Terpherryl 73.89 80.0000 92.4 55-153 3275 WalnalAvenme, Signal Hill, CA 90755 ^ Tel: 561-989-4045 ^ Fax: 562-989-4040 - mi,matlglobal.com V5 A.11& Certificate of Analysis Clean Harbors Environmental Service Project Number: NEWPORTBEACH 2500 E. Victoria Street Report To: Rafael Villalobos Compton, CA 90220 Reported : 08116/2013 Notes and Definitions ND Analyte not detected at or above reporting limit PQL Practical Quantitation Limit MDL Method Detection Limit NR Not Reported RPD Relative Percent Diffemnee CAI CA-NELAP(CDPH) CA2 CA-SLAP(CDPH) ORI OR-NELAP(OSPHL) TXI TX-NELAP(TCEQ) Notes: (1) The reported MDL and PQL are based on prep ratio variation and analytical dilution (2) The suffix (2C] of specific analytes signifies that the. reported result is taken tram the instrumenes second column. 3275 WalGurlAvenue, Signal Hill, CA 90755 • Tel: 562-989-4045 ° Fns: 562-989-4040 • ivww.atlglobaLconr W N R C r x 0 a a a E 0= cNnq�q I sp.mmo - Vim, r E yy Ll 1.0 A E 0 LLJ YOJST03 D15M. /Ogzg; P rm" 4 U. r I 3A 0 E E Z, Zvi E E 0 a I u u z d M.0 a Sat B -i 0 e i E 0 0 zi T a 0 R&IN Urn E- E- o a U '94 sa .1 USllaI2k- < E -9 u < > W311 ryLLJ— E E S3ldVYVS IDUONd 5Wtl31 A001507 Appendix D Geotechnical and Remedial Grading Progress Photographs I PROJECT NO 603404-008 SCE NEWPORT SUBSTATION SITE, NEWPORT BEACH, CALIFORNIA GEOTECHNICAL AND REMEDIAL GRADING PROGRESS PHOTOGRAPHS Photograph #3: Excavation at B-19 (6.0 feet bgs) and B-20 (6.5 feet bgs) adjacent to the alley (in foreground) with 2.5 -foot bench in background. View looking south, August 23, 2013. Photograph #4: Excavation at B-19 (6.0 feet bgs) adjacent to the alley. View looking east, August 23. 2013. Puec 2 of 6 PROJECT NO. 603404-008 SCE NEWPORT SUBSTATION SITE, NEWPORT BEACH, CALIFORNIA GEOTECHNICAL AND REMEDIAL GRADING PROGRESS PHOTOGRAPHS Photograph #5: Placing gravel at base of excavation at B-19. View looking east, August 23, 2013. ry� Photograph #6: Placing geofabric around gravel at B-19 and B-20. View looking southeast, August 23, 2013. Page 3 of 6 'V V. _ �Ot Photograph #6: Placing geofabric around gravel at B-19 and B-20. View looking southeast, August 23, 2013. Page 3 of 6 PROJECT NO. 603404-008 SCE NEWPORT SUBSTATION SITE, NEWPORT BEACH, CALIFORNIA GEOTECHNICAL AND REMEDIAL GRADING PROGRESS PHOTOGRAPHS Photograph #7: Backfilling 5.0 -foot excavation at B-5 and B-10. View looking south, August 28, 2013. Photograph #8: Compacting backfill materials at VB21 -23 and VB 27-29 with sheepsfoot. View looking northwest, August 28, 2013. Page 4 of 6 PROJECT NO. 603404-008 SCE NEWPORT SUBSTATION SITE, NEWPORT BEACH, CALIFORNIA GEOTECHNICAL AND REMEDIAL GRADING PROGRESS PHOTOGRAPHS Photograph #9: Excavation in the area of V13-24, 30, 44, 49. View looking north along west property line, August 29, 2013. wn A iatt•�4fk Sc Photograph #10: Deep excavation to 5.5 feet bgs in the area of VB -10 and VB -11. View looking west, September 4, 2013. Page 5 of 6 PROJECT NO. 603404-008 SCE NEWPORT SUBSTATION SITE, NEWPORT BEACH, CALIFORNIA GEOTECHNICAL AND REMEDIAL GRADING PROGRESS PHOTOGRAPHS Photograph #11: Backfilling operations along the eastern and central portion of the site, VB -8 through VB -12 and VB -14 through 18. View looking south, September 5, 2013. Photograph #12: Finish grading operations. View looking south, September 5, 2013. Page 6 of 6