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HomeMy WebLinkAboutC-5665 - West Balboa Avenue, 1516 - Agreement for Acquisition and Sale of Real Property (Adjacent to 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)); Section 18, below); (c) Deliver to Seiler the fully -executed Form 8283 (see (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 Scharnberg 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. SELLER: SOUTHERN CALIFORNIA EDISON COMPANY, a California corporation Dated: By:� Name: D a-vsn L.. M Orr1 Title: Se.:,ar ✓r& (arts r� Dated: By: CITY: Name: Title: CITY OF NEWPORT BEACH, a Califomla municipal corporation and charter city Dated: By: Keith D. Curry, Mayor ATTEST: By: Leilani Brown, City Clerk APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY By: Aaron C. Harp q'/` t 1\)tqf City Attorney Agreement for Acquisition And Sale Of Real Properly 17 IN WITNESS WHEREOF, City and Seller have signed this Agreement on the dates set forth below. SELLER: SOUTHERN CALIFORNIA EDISON COMPANY, a California corporation Dated: By: Dated: By: CITY: Name: Title: Name: Title: CITY OF NEWPORT BEACH, a California municipal corporation and charter city Dated: 4./.11T By: Keith D. Curry, Mayor ATTEST: By: Leilani Brown, City Clerk APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY By: (tyl�if3 Aaron C. Harp City Attorney 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: 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: CITY OF NEWPORT BEACH, OFFICE OF THE CITY ATTORNEY A Municipal Corporation By: By: David Kiff, City Attorney City Manager ATTEST: By: Leilani I. Brown, City Clerk State of California County of ORANGE 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. (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 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 To: TRANSMITTAL 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, Newport Beach California Distribution: (2 + 4 cd) Addressee LEIGHTON CONSULTING, INC. By: Meredith Church 17781 Cowan i Irvine, CA 92614-6009 949.250.1421 ■ Fax 949.250.1114 ■www.Ieightonconsulting.com SITE ASSESSMENT REPORT MARINA PARK, 1516 WEST BALBOA BOULEVARD NEWPORT BEACH, CALIFORNIA Prepared For: C OF NEWPORT BEACH 3300 Newport Boulevard Newport Beach, California 92663 Project No. 602497-003 September 22, 2009 tht9 4e .` A 1. C, IG E#1; N N.>RO 3P COMPANY Ys Cons 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 INTRODU ON 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 }5th and 16th Sueets in Newport Beach, California (Figure I, 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.leightoncmuulting.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 Southem 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 80I5B 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 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 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 1I 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 - 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. 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 feetbgs 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 B7 7 2, 5, 7, GW 138 5.9 2, 5, GW, GW duplicate B9 6 2.6,GW 1310 6 2,6,GW Bil 5 2,5,GW B12 6 2,6,GW B13 5.5 2,5,GW -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. 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) • 313H-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 Nvdrooeologv and Geolooy 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 withboat 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- 602497-003 laboratory Analysis of Soil Samples 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-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 036 mg/kg, B7-5' at 0.059 mglIcg, 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, 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 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, tluoranthene 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-1, 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 sununarizes the detected analytes (TPH-cc and PCBs) is included as Figure 3. -S- 602497-003 CONCLUSIONS AND RECOMMENDATIONS The PCB Aroclor 1254 was detected above the RSL-1 of 0.78 mg/kg in two soil samples, B 1-0.5' 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, B 1-0.5' 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 remediatedby 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. -6- 602497-003 It is Leighton Consulting's opinion that the low levels of TPII-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- 1516 West Balboa Boulevard Newport Beach, California 0 2 000 4,000 SCALE FEET Maw USGS ToPoWraPhn Map, Newpmlaeach Quadran9l4, la TS sow Crane Cattily, i979 SITE LOCATION MAP Project No. 602497-003 Date August 2009 Figure 1 NaS'AdoniintraitanWoMSTampiatnINEW_oo7 amiovlau,e wool • Note: All structures have been removed from the site and it is presently vacant Base Map: Newport Beach GIS System 1516 West Balboa Blvd. Newport Beach, California SITE AERIAL PHOTOGRAPH Project No. 602497.003 Date August 2009 Sample ID TPH-c PCBs: B6.2.0 <10 <0.033 B6-5,0 <10 <0.033 B6-7.0 <10 NA 86-GW 0.68 <0.005 Sample ID TPH-cc Arociot 1254 81.0.5 110 4.2 B1.2.0 <10 <0,016 Sample:. ID B10-2.0 B10-6.0 810-GW TPH-cc <10 <10 <0.20 <161J <0.00015 Sample TPH-co tD B5-0.5 40 B5-2.0 26 Sample TPH ID B9-2.0 <1 Aroelor Arontor 1254 124a I. <0.016 16 B9-GW <0.20 0,0005 Sample ID TPHcc Arodor 1242 812-2.0 <10 0.028 B12-6.0 <10 <16 NORTH 0.04 Sample ID TPH-cc zy PCBs Sample ID TPH-cc 'r:. Arodlor: 1254 ' Sample iD TPH-x r Aroelor 1242 Arodor: 1254 ,I "°eB2-0.5 55 <0.033 B3-0.5 59 <0.016 B7-2.0 <10 <16 -. 82-1.5 78 <0.033 a 83 1.3 110 0.022 87-5 0' 41 <16 0-059 86 } 87-7.0 <10 0.036 <16 ` 87-GW <0.20 <0.0005 <0.0005 KV Switchrac Ba140$ Blvd B3• E. Co: 3 - 500 KVA 1/4 KV B4 \ No. 1 BANK A.C. Co. 4-1000 KVA 11/4 KV • - Limits and depth recommended for Excavation Sample ID TPH-cc PCBs B13-2.0 NA <0,033 B13-5.0 NA <0,033 Note:All structures have been removed from the site and It is presently vacant 81 4 Sample ID TPH-ce PCBs Be-2.0 <10 <0.033 BSSA <10 <0.033 68-GW <0.22 <0.0005 B8-Dup <0,22 <0.0005 Sample '- ID TPH=ce Aroclor 1254 B4-0.5 62 <0.016 64-1.8 16 0.028 TPH-cd PCBs' B11.2.0 <10 <0.033 B11-5.0 <10 <0.033 B11•GW <0.20 <0.0005 LEGEND Soo Boring Location and l0 81-85 advanced 3110/2009 86.813 advanced 8/3/2000 mglkg It ligrarns per Kilogram Peas Polychlorinated 8iphanyls. AroclOr 1242, 1248, and 1254 are PCBs. RSL-I Regional Screening Level - RSL-R Industrial«) Residential (R) TPH-cc total Petroleum Hydrocarbons,. Carbon Chain (C8C40) * Semi-voletlue organic compounds detected, 8enso(a)anhrecene exceeded RSL-R of 0.15 mgfkg All lab data reported in mg/kg (soil) or mg/L (water) Red color indicates detection above the RSL-I of 0.74 mg/kg and the RSL-R of 0.22 mg/kg forArodor .1242/124811254. 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, 0 SITE PLAN AND LABORATORY DATA SUMMARY 1516 West Balboa Blvd Newport Beach, California Leighton Consulting, Inc. A LEIGHTON CROV. COMPANY Project No. 602497-003 Scale 1"=15' Engr./Geol. MDC Drafted By MDC Date September, 2009 Figure 3 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 1I 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 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 Enciosed are the results for samples) Laboratories . The sample(s) are tested for the p custody in accordance with the applicable iabo Thank you for the opportunity to service the needs of you Plea Y> Eddie F Laborat6ry Director at (562)989-4045 if l The cover letter is anintegral part of this analytical report. This Laboratc irs eut rev without written permission from the client and Advanced Tec Advanced Technology Labaratories 3275 Walnut AvenueSignal -Hil ELAP No:1838 NELAP No,:02107CA NEVADA :CA-401 CSDLAC No,: 10196 Workorder No.: 104410 0, 2009 by Advanced Technology ated in the enclosed chain of pang. her o your company. not he reproduced in part or A 90755 Tel: 562 989-4045 Fax: 562 989-4040 Advanced Technoloev Laboratories CLIENT: Lab Order: Project: Lab ID: _ Analyses,...,..,�. Leighton Consulting, Inc... 104410 Newport -SCE Parcel, 602497-001 104410-001 ANALYTICAL RESULTS Print Date: 26-Mar-09 Client. Sample ID: B Collection Date: 3/10/2009 1 L10:00 AM Matrix: SOIL Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION RunID: GC8090317A T/R Hydrocarbons.: CB-C10 T/R Hydrocarbon. C10-C18 T/R Hydrocarbons:.C18-C28 T/R Hydrocarbons.. C28-C36 T/R Hydrocarbons: C36-C40 T/R Hydrocarbons: CS-C40 Total Sun: p-Terphenyl PCBS BY GCIECD RunID: GC6_0903188 Aroclor 1016 Aroclor 1221 Arodor 1232 Aroolor 1242 Arodor 1248 Aroclor 1254 Arodor 1260 Arodor 1262 Arodor 1268 Sun: Decachlorobiphenyl Sur: Decachioroblphenyl Surr: Tetrachloro-m-xylene Surr: Telrachloro-m-xylene LUFT QC Batch: 53868 18 10 ND 10 32 10 33 10 23 10 110 10 113 57-144 EPA 3550E QC Batch: ND ND ND ND ND 4200 ND ND ND 77.6 104 82.3 71.6 874 SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 RunID: MS6_090320A 12,4-Tnchlorobenzene 12-olchlorobenzene 1,3-DIchlorobenzene 1,4-Dichlorobenzene 2,4,5-Trichloropliencl 2,48-Tdchlorophenol 2,4-Dichlorophenol 2,4-Dlmelhylphenol 2,4-Dlnilrophenol 16 33 18 16 16 330 16 16 16 30-124 30-124 40.118 40-118 QC Balch: 54042 ND 330 ND 330 ND 330 ND 330 ND 330 ND 330 ND 1600 ND 330 ND 1600 Qualltiers: B Analyte detected in the associated Method Blank H Holding times for preparation or analysts exceeded S Spike'Surrogate outsnie nflimits due to matrix interference 00 Surrogate Diluted Out tutft zrhnolo„, aho d:reties 3275 Walnut 4 EPA 8015B(M) PrepDate: mgMg 1 mg/Kg 1 mg/Kg 1 mg/Kg 1 mgMg 1 mg/Kg 1 %REC 1 EPA 8082 PrepDale: pg/K9 pg/Kg pg/Kg p9/Kg pg/Kg pg/Kg moixe pgMg ponce %REG % REC %REC %REC EPA 8270C p9/K9 pg/Kg pg/Kg pg/Kg pg/Kg 119/K9 p9M9 119/K9 p9M9 20 } 20 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 317/1909 04:19 PM 3/16/2009 Analyst: HL 1 3116/200909:01 PM 1 3/16/2009 09:01 PM 1 3/16/2009 09:01 PM 1 3/16/2009 09:01 PM 1 3/16/2009 09:01 PM 20 3/17/20091025AM 1 3/16/2009 09:01 PM 1 3/16/2009 09:01 PM 3/16/2009 09:01 PM 3/16/2009 09:01 PM 3/17/2009 1025 AM 3/16/2009 09:01 PM 3/17/2009 10:25AM PrepDate: 320/2009 Analyst: DMP 1 3/242009 12:48 AM 3/24/2009 12.48 AM 1 324/2009 12:48 AM 1 3/24/2009 12:48 AM 3/24/2009 12:48 AM 1 3/24/2009 12.48 AM 1 3/24/2009 12:48 AM 1 3/24/2009 12:48 AM 1 3242009 12:48 AM Value abnue quantiradon range Not Detected at the Reporting I.Imit Results are wet unless otherwise specified Signal Hill, C-1 90755 2 of 43 562, 919 401 i Fiat,: 562.989.4040 Advanced Technology Laboratories CLIENT. _--� Leighton Consulting,. Inc Lab Order: 104410 Project: Newport -SCE Parcel, 602497-001 Lab ID: 104410-001 Analyses ANALYTICAL RESULTS Print Date: 26-Mar-09 Client Sample IDs B 1-0.5 Collection Date: 3/102009 11:10:00 AM Matrix: SOIL Result PQL Quat Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550E EPA 8270C OC Batch:. 54042 PrepDate: 3/20/2009 Analyst: DMP ND 330 119/K9 1 324/2009 12:48 AM ND 330 pg/Kg 1 3/24/2009 12:48 AM ND 330 pg/Kg 1 3/24/2009 12:48 AM ND 330 pg/Kg 1 324/2009 12:48 AM ND 330 1-61/K9 1 3242009 12:48 AM ND 330 pg/Kg 1 3/24/2009 12:48 AM ND 1600 pgrkg 1 324r200912:48 AM ND 330 pg/Kg 1 32412009 12:48 AM ND 660 p911(9 1 3/24/2009 1248 AM NO 1800 pg/Kg 1 324/200912.48 AM ND 1600 1j9/69 1 3/24/200912i484M ND 330 pg1Kg 1 31242009 12,48 AM ND 660 pg/Kg 1 3/24/2009 12,48 AM ND 660 pglKg 1 3124/2009 12:48 AM ND 330 pg/Kg 1 324/200912.48AM ND 330 pg/Kg 1 3/24/2009 12[48 AM ND 1600 pg/Kg 1 124/200912:48 AM NO 1600 pglkg 1 3/24/2009 12;48AM ND 330 pglKg 1 324/2009 12:48 AM ND 330 pg/Ka 1 3/24/2009 12 46 AM ND 330 pg1Kg 1 3/24/2009 12,48 AM ND 1600 pg/K9 1 3/24/2009 12:48 AM ND 330 pg/Kg 1 3/24/2009 12,48 AM ND 330 pg/Kg 1 3/24/2009 12:48 AM NO 330 pg/Kg 1 3/242009 12:48 AM ND 330 pg/Kg 1 3124/2009 12:48 AM ND 330 113/K9 1 3/24/2009 12:48 AM ND 1600 1-113/1(9 1 324200912:48 AM ND 660 p4/K9 1 324/200912-48 AM ND 330 pg1K9 1 3/24/2009 12.48 AM ND 330 pg/Kg 1 324200912.48AM ND 330 pg/Kg 1 3/24/2009 12:48 AM ND 330 pg/Kg 1 3/242009 12:48 AM ND 330 pg/K9 1 3/247200912.48 AM ND 330 p9/Kg 1 3/24/2009 12:48 AM ND 330 119/Kg 1 324/200912.48 AM RunID: MS6 090320A 2,4-Dinhrotoluene 2,6-Dlnitrotoluene 2-Chlaronaphthelene 2Chlorophenol 2•Methytnaphthalene 2-Methyl-phenol 2-NwVoanlline 2-Nllrophenal 3,31-Dichlorobenzidine 3-Nitroanllne 4.6-DUIIro-2-methyl phenol 4-Bronophenyl-phenylether 4-C.hloro3-methylphenol 4Chloroanline 4-Chlorophenyl-phenylether 4-Methylphenol 4-Nitroaniline 4-Niwophenol Acenapithene Acenaphthylene Anthracene Benzidlne (M) Benzo(a)enthracene Benzo(a)pyrene Benzo(b)fluoranttene Benzo(9,h;0perylene Benzo(k)luoranthene Benzoic acid Benzyl alcohol Bis(2-cbloroethoxy)methane Bis(2-chloroethyl)ether Bis(2-chiorolsa propylelher Bis(2-elhylhexyllphthulate Bu tylbenzylphthalate Chrysene Di-n-butylphthalate Qualitern B Analyte detected in the associated Method Blank E Value above quanntation range 11 Bolding dotes for proper:Mon or analysis exceeded ND Nut Detected al the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Rwulls are wet unless otherwise specified DO Surrogate Diluted Out Technology Signal fill. 3 of 43 Tel: , 562. 989.4045 f i7.tt 562.989d040 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 26-Mar-09 CLIENT: Leighton Consulting, Inc. Client Sample ID:.61-0,5 Lab Order: 104410 Collection Date:'.3/1012009 11:10:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410.001 Analyses Result PQL Qua' Units DE Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550E EPA 6270C RunID: MS6_090320A QC Balch;. 54042 PrepDate: 12.02009 Analyst: DMP Dim-octylphthelate ND 330 pg/Kg 1 32420091248AM Dbenzta,h)anthracene ND 330 pgMg 1 3242009 12.48 AM Dtenzoiuran ND 330 pg/Kg 1 3242009 12:48 AM oiethylphthalate NO 330 pg/Kg 1 324200912,48 AM Dlmethylphlhalate ND 330 pg/Kg 1 324200912:48 AM Fluoranthene ND 330 PS/Kg 1 324200912:48 AM Fluorene ND 330 pg/Kg 1 3/24/2009 12:48 AM Hexachlorobenzene NO 330 pg/Kg 1 3/24/200912:48 AM Hexachlorobuladlene ND 660 pgMg 1 3/24200912:48 AM Hexachlorocyclopernadiene NO 660 pg1K9 1 3/242009 12:48 AM Hexachloroelhane ND 330 pgMg 1 31241200912:48 AM IMeno(1,2,3-cd)pyrene ND 330 pgatg 1 3/24/2009 12:48 AM Isophorone NO 330 pg/Kg 1 3/24200912:48AM N-Nitrosodr-n-propytamine ND 330 pg/Kg 1 3242009 12:48 AM N-Nltrosodlphenylamine ND 330 pg/Kg 1 324200912:48 AM Naphthalene ND 330 pg/Kg 1 3/24/2009 12:48 AM Nitrobenzene ND 330 pg/Kg 1 3/24200912:48AM Pentachlorophenol ND 1800 pg/Kg 1 3241200912;48AM Phenanthrene ND 330 pg/Kg 1 3/24200912:48 AM Phenol NO 330 pg/Kg 1 3/24/2009 12;48 AM Pyrene ND 330 pg/Kg 1 3/24/2009 12:48 AM Surr 1,2-Oichlorobenzene-d4 86.0 49-103 %REC 1 3/24/2009 12:48 AM Sure 24,6-Tribromophenol 0.490 47-129 s %REG 1 3/24/2009 12:48 AM Surr;2-CNorophenol-d4 22.9 54-109 $ %REG 1 3/24/2009 12:48 AM Sure 2-Fluorobiphenyl 108 59-108 %REC 1 3/24/2009 12:48 AM Sun; 2-Fluorophenol 15.9 50-111 s %REC 1 3/24/2009 12:48 AM Surr 4-Terphenyi-d14 112 58-135 %REC 1 3/24/2009 12:48 AM Sun: Nitrobenzene-d5 106 54-115 %REC 1 324/2009 12:48 AM Sur: Phenol-05 69.9 58-112 %REC 1 3/24/2009 12:48 AM Qualifiers: B Analyte detecrod In the assoelated. Method Blank F. Value above quantitaaion range H Holding times for preparedon or analysis exceeded ND Not Detected at IS Reporting Limit S SpikeSurrogato outside of limits due to matrix interference Results arc wet unlessothenvise specified 00 Surrogate Diluted Out ,1rtvraced 'l'ncluralozr tgbontorter nee r.>rrs, Signal 11/11, C4 90755 Tel: 562. U59-4O45 Fan 562.98R 1040 4 of 43 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 104410 Project: Newport -SCE.. Parcel, 602497-001 Lair ID: 104410-002 Analyses ANALYTICAL RESULTS Print Date: 26-Mat-09 Client Sample ID: B1-2.0 Collection Date: 3/10/2009 11120:00 AM Matrix: SOIL Result PQL Qua l Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 8075B(M) RunID: GC8317A QC Batch: 53888 PrepOate:. 3/16/2009 Analyst: CBR T/R Hydrocarbons: C8-C10 T/R Hydrocarbons: C10-C16 T/R Hydrocarbons: C18-C28 T/R Hydrocarbons,C28-C36 TIR Hydrocarbons: C36-C40 T/R Hydrocarbons: CB-C40 Total Surr. c-Terpnenyi PCBS BY OCIECD EPA 3550E Runt°GCS 0903168 QC Balch: 53074 PrepDate: 11612009 Analyst: HL Arodor 1016 ND 16 pg/Kg 1 3/16/200908:31 PM Arodor 1221 ND 33 pg/Kg 1 3/16/2009 0831 PM Arodor 1232 ND 16 pg/Kg 1 3/16/2009 08:31 PM Aroclor 1242 ND 16 pg/Kg 1 3/16/2009 08:31 PM Arodor 1248 ND 16 Ug/Kg 1 3/16/2009 08:31 PM Arodor 1254 ND 16 pg/Kg 1 3/161200908:31.PM Arodor 1260 ND 16 P9/Kg 1 3/16/2009 08:31 PM Arodor 1262 NO 16 pg/Kg 1 3/16/2009 08t31 PM Arodor1268 ND 16 pg/Kg 1 3/16/200908:31 PM Suer: oecachlorobiphenyl 76.6 30-124 %REC 1 3116/2009 08:31 PM Sur' Tetrachloro-m-xylene 84.. 1 40-118 %REC 1 3/16/2609 08 31 PM ND 10 mg/Kg 1 3/17/1909 10:56 AM ND 10 mg/Kg 1 3/17/190910:56 AM ND 10 mg/Kg 1 3/1711909 10:56 AM ND 10 mg/Kg 1 3/17/190910:56 AM ND 10 mg/Kg 1 3/17/190910:56 AM ND 10 mg/Kg 1 3/17/1909 10:56 AM 115 57-144 %REC 1 3/17/190910r56 AM EPA 8082 Qualifiers: B Anatyte de irnted in the associated Method Blank E Value aboxo quentitation 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 Rti'ults are wet unless otherwise sptcified DO Surrogate Diluted Out 1dr /treed Tecb nrinr r _s. I shot rftaries 3275 Hit(nur.4r.nrnn. Signed 11i14 (11 9075c Tete 562. 989.40-15 Fear: 562.989,4040 5 of 43 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 104410 Project: Newport -SCE Parcel, 602497-001 Lab ID: 104410-003 Analyses ANALYTICAL RESULTS Print Date: 26-Mar-09 Client Sample ID: B2-0.5 Collection Date: 3/10/2009 11-30:00 AM Matrix: SOIL Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION RunIO'. GC8_090317A TIR 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 9urr p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION LUFT QC Betch. 53868 55 10 ND 10 ND 10 NO 10 ND 10 55 10 111 57-144 RunID: GC2_090319A QC Batchr. E09VS078 T/R Hydrocarbons: C4-C12 ND 1.0 Sun; Bromofuorobenzene (FID) 90.9 59-145 PCBS BY GC/ECD EPA 3550E RunID: GC5 0903168 QC Balch > 53874 Arocior 1016 ND Arodor 1221 ND Arodor 1232 ND Arodor 1242 ND Aroclor 1248 ND Arodor 1254 ND Aroolor 1260 ND Arodor'1262 ND Arodor 1268 ND Surr: Decachlorobiphenyl 72.5 Surr: Tetrachloro-m-xylene 80.0 VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 8015B(M) PrepDate:. mg/Kg 1 mg/Kg 1 mg/Kg 1 mg/Kg 1 mg/Kg 1 mg/Kg 1 %REC 1 EPA 8015B PrepDate: mg/Kg 1 %REC 1 EPA 8082 3/16/2009 Analyst CBR 3/17/1909 01:38 PM 3/17/1909 01:38 PM 3/17/1909 01:38 PM 3/17/1909 01:38 PM 3/17/1909 01:38 PM 3/17/1909 01:38 PM 3/17/1909 01:38 PM Analyst KHN 3/19/2009 02:22 PM 3/19/2009 02:22 PM PrepDate: 3/1612009 Analyst HI_ 16 pg/Kg 1 33 pg/Kg 1 16 pg/Kg. 1 16 pg/Kg 1 16 PO/KO 1 18 pgMg 1 16 p9/K9 1 16 pg/Kg 1 16 pg/Kg 1 30-124 %REC 1 40-118 %REC 1 Run10: MS5 090319A QC Balch: T09VS076 1,1,1,2-Tetrachloroethane 1,1,1-Tnchioroethane 1,1,2,2-Tetrachloroethane 1,1,2-TrIchloroethane 1,1-Dlchtomethene ND 5.0 ND 50 ND 50 ND 5.0 ND 5;0 Qualifiers: 8 Analyte dekected in the associated Methud 81 H S DO Holding times for preparation or analysis exceeded. Spike/Surrogate outside of limits due to matrix interference Surrogate Diluted Out trhatwed 7eclrnu/oti4 / :rbntz luris EPA 8260E PrepDate: P91K9 1 pg/Kg 1 pg/Kg 1 pg/Kg 1 P9/K9 1 E ND 3/16/2009 0910 PM 3/16/2009 09:30 PM 3/16/2009 09.30 PM 3/16/2009 09:30 PM 3/16/2009 09130 PM 3/18/2009 09:30 PM 3/16/2009 09'30 PM 3/16/2009 09:30 PM 3/16/2009 09:30 PM 3/16/2009 09:30 PM 3/16/2009 09:30 PM Analyst HH 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 Value above quandtadon range Not Detected at the Reporting Limit Results are wet untcss otherwise specified Si„nal Hill, t 4 90'55 6 of 43 Advanced Technology Laboratories CLIENT: Leighton Consulting. Inc Lab Order: 104410 Project: Newport -SCE Parcel, 602497-001 Lab ID: 104410-003 Analyses ANALYTICAL RESULTS Print Date: 26-Mar-09 Client Sample ID: B2-0.5 Collection Date: 3/10/2009 11:30:00 AM Matrix: SOIL Result PQL Qual Units DP Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MS5 090319A. EPA 8260E DC Batch: T09VS076 PrepDale: Analyst HH 1,1-Dichloroethene ND 5.0 pg/Kg 1 3/19200902.35 PM 1.1-Dichloropropene ND 5.0 pg/Kg 1 3/19/200902.35 PM 1,2,3-Tnchbrobenzene ND 5.0 pg/Kg 1 3/19/2009 02:35 PM 12,3-Tdchloropropane ND 5.0 pg/Kg 1 3/19200902.35 PM 12,4-Trlchlorobenzene. ND 5.0 pg/Kg 1 3/192009 02:35 PM 12,4-Trlmethylbenzerte NC/ 5B pg/Kg 1 3/192009 02t35 PM 1,2-Dibromo-3chloropropane ND 10 pg/Kg 1 3/19/2009 02.35 PM 12-Dbromaethane. ND 5,0 pg/Kg 1 3119200902:35 PM 12Aichlorobenzene ND 5.0 i g/Kg 1 3//92009 02:35 PM 1,2-Dichloroelhane ND 5.0 pg/Kg 1 3119/200902.35 PM 1,2-Dichloropropane. ND 5.0 pg/Kg 1 3/19200902:35 PM 1,3,5-Tnmethylbenzene ND 5,0 pg/Kg 1 3/19200902:35 PM 1,3-Dichloroberzene ND 5.0 pg/Kg 1 3/192009 02:35 PM 1,3-01cNoropropene ND 5.0 pg/Kg 1 3/192009 02:35 PM 1,4-Dichlombenzene ND 5.0 pg/Kg 1 3/19200902..:35 PM 2,2-Dichloropropane. ND 5.0 pg/Kg 1 3/19200902:35 PM 2-Butenone ND 50 pg/Kg 1 3/1920090225 PM 2-0Noratoluene. ND 5.0 pg/Kg 1 3/192009 02:35 PM 2-Hexanone ND 50 pg/K9 1 3/192009 02.35 PM 4-Ctilorotoluene ND 5.0 pg/Kg 1 3/19209002:35 PM 44sopropyltoluene ND 5.0 pg/Kg 1 3/192009 02:35 PM 4-Meth4-2-pentanone ND 50 pg/Kg 1 3/19/2009 02:35 PM Acetone ND 60 P9/Kg 1 3/19/200902.35 PM Benzene ND 5.0 pg/Kg 1 3/19/2009 02:35 PM Bromobenzene ND 5.0 pg/Kg 1 3/19/2009 02:35 PM Brornochlommethane ND 5.0 pg/Kg 1 3/19200902:35 PM Brornodichloromethane ND 5.0 pg/Kg 1 3119200902235 PM Bromolorm ND 5.0 pg/Kg 1 3/19200902.35 PM Bior,wmethane ND 5.0 pgM9 1 3/192009 02:35 PM Carbon disulfide ND 5.0 pg/K9 1 3/19/2009 02:35 PM Carbon telrachlodde ND 5.0 pg/Kg 1 3/19/2009 02:35 PM Chlarobenzene ND 5.0 pg/Kg 1 3/19/2009 02:35 PM Chloroethane ND 5,0 pg/Kg 1 3/19/2009 02:35 PM Chloroform ND 5.0 pg/Kg 1 3/19/200902:35 PM Chlwomethane ND 5.0 ug/Kg 1 3f192009 02:35 PM cis-12.Oichloroethene ND 5.0 .ig/Kg 1 3/19/2009 02.35 PM Qualifiers: S Analyiedetected fn tho: associated MaLod Hlank H Holding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference DU Surrogate Diluted Out ldranccd lrv/um/a; t Laboratories E. Value above nuantitatlon ND Not Detected at the Repo Results are wet unless otherwisc specified nu, Signal ftil/, (4 90755 'Tel: 562. 98'J.4045 Fax; 562>.989.4040 7 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date 26-Mar-09 CLIENT: Leighton Cunsulting, Inc, Client Sample ID: B2.0.5 Lab Order: 104410 Project: Newport -SCE Parcel, 602497-001 Lab ID: 104410-003 Collection Date: 311012009 11::30:00 AM Matrix: SOIL Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 8260 RunID: M55_090319A OC Batch: T09VS078 PrepDate: Analyst: HH ds-13.Oichloropropene ND 5.0 pg)Kg 1 3/19/2009 02:35 PM Di -Isopropyl ether NO 5.0 pg/Kg 1 3/19/2009 02:35 PM Dibromochloromethane ND 5.0 pglKg 1 311912009 02:35 PM Dibrornomethane ND 5.0 pWMg 1 3/19/2009 02:35 PM Dichlorodifluoromethane ND 5,0 pg/Kg 1 3/19200902:35 PM Ethyl Acetate ND 60 pg/Kg 1 3/192009 02:35 PM Ethyl Ether NO 50 pg/Kg 1 3119200902:35 PM Ethyl Ten -butyl ether ND 5,0 pg/Kg 1 319/2009 02:35 PM Ethylbenzene. ND 5.0 pg/Kg 1 319200902.35 PM Freon-113 ND 5.0 pg/K9 1 3119/2009 02:35 PM Hexachlorobutadiene ND 5.0 pg/Kg 1 3/19/2009 02:35 PM lodomethane ND 5.0 pg/Kg 1 31192009 02:35 PM Isopropytbenzene ND 5.0 11g/K9 1 3119/2009 02:35 PM m,p-XNene ND 10 pg/Kg 1 3/19/2009 02:35 PM Methylene chloride NO 5.0 pg1Kg 1 3/19/2009 02:35 PM MTBE ND 5.0 pg/Kg 1 3119/2009 0235 PM n-Butylbenzene ND 5.0 pg/Kg 1 3/19/2009 02:35 PM n-Propytbenzene ND 5.0 pg/Kg 1 3/19/200902,35 PM Naphthalene ND 5 0 pg/K0 1 3/1912009 02'35 PM o-Xylene ND 5.0 pg/Kg 1 3i19/200902;35PM sec-Butyfbenzene ND 5.0 pg/Kg 1 3119/2009 02:35 PM Styrene ND 5,0 pg/Kg 1 3119/2009 02:35 PM Tert-amyl methyl ether ND 5.0 pg/Kg 1 3119/2009 02:35 PM Ten-Butanol ND 100 p91Xg 1 319/2009 02:35 PM tert-Butylbenzene ND 5.0 pg1K9 1 31192009 02:35 PM Te&achloroelhene ND 5.0 pg/Kg 1 3/19/2009 02:35 PM Toluene ND 5.0 pg/Kg 1 3/19/2009 02:35 PM trans-1,2-Dlchloroelhene ND 5,0 pg/Kg 1 3/19200902:35 PM trans-1,3-Dichloropropene ND 5.0 pg/Kg 1 3/19/2009 02:35 PM Trichloroethene ND 5.0 pg/Kg 1 3/19/2009 02:35 PM Trichlorofuoromethane ND 5.0 pg/Kg 1 3/19/2009 02:35 PM Vinyl acetate ND 50 pg/Kg 1 3/19/2009 02:35 PM Vinyl chloride ND 5.0 µg/Kg 1 3/19/2009 02:35 PM Xy*enes, Total ND 15 pg/Kg 1 3/19/2009 02:35 PM Sur: 1,2-Dichloroethane-d4 94,6 70-130 %REC 1 3/19/200902.35 PM Sur: 4-Bromatluorobenzene 100 70-130 %REC 1 3/19/200902:35 PM Qualifiers: B Analyze detected in tizaassociated Method Blank H Holding times For preparationor analysts exceeded S Spike/Surrogate outskdeaflimits due to matrix interference DO Surrogate Diluted Out Id deed 7eehnologt E Value above quantttation range ND Nat Defected at the Reporting Limn Results are wet unless otherwise spwifed 3275 1Xadntrt,:4renve, Si end hill, C4 PCSS Trk 56?. 989.4045 Fay: 562 989,4010 8 of 43 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 26-120r-09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B2-0.5 Lab Order: 104410 Collection Date: 3/1012009 I13i100 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 6260B RunID: MS5_0903194 QC Balch: T09V5076 PrepDate: Analyst: NH Surr: Dibromoliuoromelhane 54.5 70-130 5 %REC 1 3/19/2069 02:35 PM Surr. Toluene-d8 109 70-130 %REC 1 3/19/2009 02:35 PM Qualifiers: B Analyze detected in the associated Method Blank Holding limes for preparation or analysis exceeded. Sprl &Surrogate outside of limits due to matrix interference Surrogate Diluted Out If 5 DO 9 of 43 E Value above quamitanon rangc NI) Not Detected at the. Reporting Lint Results are wet unless otherwise specified 90755 tat: 5n% 9h`9,404.5 Piro 562.98.40d0 Advanced Technology Laboratori ANALYTICAL RESULTS Print Date: 26-Mar-09 CLIENT: Leighton Consulting, Inc. Lab Order: 104410 Project: Newport -SCE Parcel, 602497-001 Lab ID: 104410-004 Analyses Result Client Sample ID: B2-1.5 Collection Date: 3/102009 11:36:00 AM Matrix: SOIL PQL Qua! Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunID: GCB 090317A OCBatch: 53868 T/R Hydrocarbons' C8-C10 TiR Hydrocarbons: C10-C18 T/R Hydrocarbons: C18-C28 T/R Hydrocarbons028-C36 T/R Hydrocarbons: C36-C40 T/R Hydrocarbons: C8-C40 Total Surr, p-Terphenyf HYDROCARBON CHAIN IDENTIFICATION 52 10 ND 10 12 10 13 10 ND 10 76 10 114 57-144 EPA 8015B(M) PrepDate: 3/1612009 Analyst CBR mg/Kg 1 3/17/190902:05 PM mg/Kg 1 3/17/190902:05 PM mg/Kg 1 3/1.7/1909 02:05 PM nigMg 1 3/17/1909 02:05 PM mg/Kg 1 3/17/1909 02:05 PM mg/Kg 1 3/17/190902:05 PM %REC 1 3/17/1909 02:05 PM EPA 8015E RunID: GC2_090319A QC Batch, E09VS078 PrepDate: T/R Hydrocarbons: G4-C12 NO 1,0 Sun.': Bromofluorobenzene (FID) 89.0 59-145 PCBS BY GC/ECD RunID: GC5_0903160 Aroclor 1016 Amcor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 Surr: Decachlorob(phenyl Surr;. Tetrechlanrm-xylene EPA 3550E QC Balch: 53874 ND ND ND ND ND ND ND ND ND 84.5 94.3 VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MS5_090319A 1,1,1,2-Tetrachloroethane 1,1.1-Tnchbroethane 1 1,2,2-Te rachloroethane 1,12-Tnchloroethane 1,1-Dichloroethane 16 33 16 16 16 16 18 16 18 30-124 40-118 QC Batch: T09VS076 ND 5.0 ND 5.0 ND 5-0 ND 5.0 NO 5.0 mg/Kg %REC EPA 8082 p9/K9 p9?Kg p9/K9 pg(K9 pg/Kg pg/K9 p9,9 p9/Kg pg/Kg %REC %REC Analyst 1HN 3/19/2009 02:37 PM 3/19/2009 02,37 PM PrepOale: 3/16/2009 Analyst HL 1 3/16/2009 10:00 PM 1 3/16/2009 10:00 PM 1 3/16/200910;00 PM 1 3/16/2009 10:00 PM 1 3/16/2009 10:00 PM 1 3/16/2009 10.00 PM 1 3/162009 10:00 PM 1 3/16/2009 10:00 PM 1 3/16/2009 10:00 PM 1 3/162009 10:00 PM 1 31162009 10:00 PM EPA 8288E PrepDate; pg/Kg 1 pg/Kg 1 p9/Kg 1 p9/K9 1 P91Kg 1 Qualifiers: B H 5 D0 Analyte detected in the associated Method Blank Bolding times for preparation or analysis exceeded Spike/Surrogate outside of limits due to matrix interference Surrogate Diluted Out aaeed /'eehnalrgt A rarnrnrite -� Analyst: HH 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 E Value above quantitation mnge ND Not Detected at the Reporting Limit Results are wet unless otherwise specified 3275 Walnut ,4venrre, Signet Httf. CA 90155 'Mk 562. 989.40 S Fax: 5661 989.41/4'0 10 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26-Marv09 CLIENT: Leighton Consulting, Inc, Client Sample ID:. 82-1.5 Lab Order: 104410 Collection Date: 3 10i2009 1.1.36:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-004 Analyses Result PQL Qual Units DP Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 826013 Runt: MS5_090319A QC. Batch: T09V5076 PrepDate. Analyst HH 1,1-Dichloroethene ND 5.0 Ig/K9 1 3/19/2009 02:53 PM 1,1-Dlchloropropene ND 5,0 pg/Kg 1 3/19/2009 02:53 PM 1,2.3•Trichlorobenzene ND 5.0 pg/Kg 1 3/192009 0253 PM 1,2,3-Trichloropropane ND 5.0 pg/Kg 1 3/19200902.53 PM 1,24-Trrohlorobenzene ND 5,0 pg/Kg 1 3/192009 02:53 PM 1,2,4-Tdmethylbenzene ND 5.0 pg/Kg 1 ail 920090253 PM 1,2-Dlbromo-3-chloropropane ND 10 pg/Kg 1 3119/2009 02:63 PM 12-Dibromoethane NO 5.0 pp/Kg 1 31192009 02'53 PM 1,2-Dlchlorobenzene ND 5.0 pg/Kg 1 3/19/2009 02:53 PM 1,2-Dichloroethane ND 5.0 1-l9/Kg 1 3/192609 02:53 PM 1,2-Dichloropropene NO 5.0 pgrKg. 1 3/19/2009 02.53 PM 1,3,5-Tnmelhylbenzene ND 5.0 pg/Kg 1 3/19/2009 02:53 PM 1,3-01chlorobenzene ND 5.0 p9/K9 1 3119200902:53 PM 1,3•Dchloropropane ND 5,0 pg/Kg 1 3/19/2009 02:53 PM 1,40ichlorobenzene ND 5,0 pg/Kg 1 3/19200902.53 PM 22-Dichloropropane ND 5.0 pg/Kg 1 3/192009 02:53 PM 2-Butanone ND 50 pg/Kg 1 3/192009 02:53 PM 2:Chlorotoluene ND 5.0 pg/Kg 1 3/19200902:53 PM 2-Hexanone ND 50 pg/Kg 1 3/19/2009 02:53 PM 4-chlorotoluene ND 5.0 pg/Kg 1 3/192009 02:53 PM 4-IsopropNtoluene ND 5.0 pg/Kg 1 3/19/2009 02:53 PM 4-Methy1.2-penlanone ND 50 p9M9 1 3/19/2009 02:53 PM Acetone ND 50 pg/Kg 1 3/19/2009 02:53 PM Benzene ND 5.0 pg/K9 1 3/19/2009 02:53 PM 8romobenzene ND 5.0 pg/Kg 1 3/19/2009 02t53 PM Bronochloromelhane NO 5.0 pg/Kg 1 3/19/2009 02:53 PM Bromodichloromethane ND 5.0 pg/K9 1 3/19/2009 02:53 PM Bronoform ND 5.0 pg/Kg 1 3119200902:53 PM Bronornethene ND 5.0 pg/Kg 1 3/19/200902:53 PM Carbon disulfide ND 5.0 pg/Kg 1 3/19/2009 02:53 PM Carbon tetrachloride ND 5.0 pg/Kg 1 3/19/2009 02:53 PM Chlorobenzene ND 5.0 pg/Kg 1 3/19/2009 02:53 PM Chloroethane ND 5.0 p9/Kg 1 3/19/2009 02:53 PM Chloroform ND 5.0 pg/Kg 1 3119/200902:53 PM Chloromethane ND 5.0 pg/Kg 1 3/19/2009 02:53 PM cis-1,2-Dichloroelhene ND 5.0 p911(9 1 3/19/2009 02:53 PM Qualifiers: B Anaivte detected in the associated Nethod 1Nank H Holding tunes for preparation or analysts exceeded S Sp(k&Surrogate outside of limits due to matrix interference DO Surtegne Diluted Out tdraared Itelrrmlo,gr LItharafor/e E Value above quantltation range ND Not Detected at the Reporting Limit Results are wet unless otherwise specified 3275 li'alrrur Signal Hiif, GI 9075^ 7etr 562, 989,4045 Fr : 56?,'/89, Pi40 11 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26-Mar-09 CLIENT: Leighton Consuhhtg, Ina. Client Sample ID: B2.1.5 Lab Order: 104410 Collection Date: 3/1012009 11,36:00 AM Project: Newport -SCE Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-004 Analyses Result PQL Qual Units DE Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 8280E Pura); M55 090319A QC Batch: T09VS078 PrecOale: Analyst HH cis-1;3-Dichloropropene ND 5.0 pg/Kg 1 3/19/2009 02:53 PM Di -isopropyl ether ND 5.0 pg/X9 1 3/19/2009 02:53 PM Dibtomoctoromelhane ND 5.0 pg/Kg 1 3/19/2009 02:53 PM Dibrornomethane NO 5.0 pg/Kg 1 3/19/2009 02:53 PM Dichlarodifluoromethane ND 5,0 pg/Kg 1 3/19/2009 02:53 PM Ethyl Acetate ND 50 pg/Kg 1 3/19/2009 02:53 PM Ethyl Ether ND 50 pg/Kg 1 3/19/2009 02:53 PM Ethyl Tert-butyl ether ND 5,0 p9/Kg. 1 3/192009 02;53 PM Ethylbenzene ND 5.0 pg/K9. 1 3/1912009 02i53 PM Freon-113 ND 5.0 pg/Kg 1 3/19/2009 02 53 PM Hexachlorobutadiene ND 5.0 pg/Kg 1 3119/2009 02:53 PM lodomethane ND 5.0 pg/Kg 1 3/19/2009 02;53 PM Isopropylbenzene ND 5.0 pg/Kg 1 3/19/2009 02:53 PM m,p-Xylene ND 10 pg/Kg 1 3/19/2009 02'53 PM Methylene chloride NO 5.0 pg/K9 1 3119/2009 02:53 PM MTBE ND 5,0 1/g/X9 1 3/19/200902�,53 PM n-Butylbenzene ND 5:.0 pg/Kg 1 3119/200902,63 PM n-Propylbenzene ND 5.0 pg/Kg 1 3/19/2009 0253 PM Naphthalene ND 5.0 pglKg 1 3/19/2009 02153 PM o-Xylene ND 5.0 pg/Kg. 1 3119/2009 02:53 PM sec-8utylbenzene ND 5.0 pg/X9 1 3/19/2009 02,53 PM Styrene ND 5.0 pg/Kg 1 3/19/2009 02;53 PM Ted -amyl methyl ether ND 5.0 pg/i(9 1 3/19/2009 02;53 PM Ten-Butanol ND 100 pg/Kg 1 3/19/2009 02:,53 PM tert-Butytbenzene ND 5.0 pg/Kg 1 3/19/2009 02;53 PM Tetrachloroethene ND 5.0 pg/Kg 1 3/19/2009 02:53 PM Toluene ND 5.0 pg/Kg 1 3/19/2009 02:53 PM Trans-1,2-DIchbroethene ND 5.0 pg/Kg 1 3/19/2009 02:53 PM trans-1„3-0ichloropropene ND 5.0 119/Kg 1 3/19/2009 02:53 PM Trlchloroethene ND 5.0 pg/Kg 1 3/19/200902.53 PM Tr ichlorofluoromethane ND 5.0 pg/Kg 1 3/19/2009 02:53 PM Vlnss acetate NO 50 pg/Kg 1 3/19/2009 02:53 PM Vmy chloride ND 5.0 pg/Kg 1 3/19/2009 02:53 PM Xylenes. Total ND 15 pg/Xg 1 3/19/2009 02:53 PM Surr: 1,2-Dichloroethane-d4 102 70-130 %REC 1 3/19/2009 02'53 PM Sun- 4-Bromofluorobenzene 97,0 70-130 %REC 1 3/19/2009 02:53 PM Qualifiers: B H 5 PO Arable detected in the associated Method Blank Holding times kw preparation or analysis exceeded Spike.Surrogatc outside of limits due to matrix interference Surrogate Diluted Out E Value above 4uandtation range ND Not Detected at the Reporting Limit Results asc wet unless otherwise specified irh rarrrf Tnetr»nyo1 /alir7+ rtUrM9 3275 Walnut .7t'aena ., Signal MTh CA 00755 12 of 43 989.4045 Fax; 562989.4040 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 VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: M55.090319A EPA 8260E QC Batch•. T09V9076 PrepDate: Analyst: HH Surr: Dibromofuoromethane - 61.4 70-130 s %REC 1 3/19/200902t53 PM Surr: Toluene-d8 116 70-130 %REC 1 3/19/2009 02;53 PM SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550E EPA 8270C RunID:: MS6_090320A QC Batch: 54042 PrepDate. 3120i2009 Analyst'. DMP 1,24-Tnchlorobenzene ND 1,2-Dchlorobenzene ND 1,3-Dlchlorobenzene ND 1,40ichlorobenzene. ND 2.4,5-Tnchlorophenol ND 2,4,8 Techbmphenol ND 2,4-Dichlorophenol ND 2,4Dimelhylphenol ND 2,4-0initrophenol ND 2,4-Dinitrololuene ND 2.6-0inilrololuene ND 2-Cnbronaphlhalene ND 2-Cnierophenot ND 2-Methylnaphlhalene ND 2-Methytphenol NO 2-Nitroanlline ND 2-NArophenol ND 3,3'-Okhlorobenzidine ND 3-Ntroaniline ND 4,6-DiNlro-2-methylphenol ND 4Br0mophenyl-ohenylether ND 4Chloro-3-methylphenal ND 4-Caloroaniline ND 4-Cnlaropherryl-phenylether ND 4-Melnylphenol ND 4-Maroanlline ND 4-MKrophenol ND Acenaphthene ND Acenaphthylene N0. Anthracene ND Benzidlne (M) ND 330 pg/Kg 1 324/20090116AM 330 pg/Kg 1 3/242009 01:16 AM 330 pg/Kg 1 3/24/2009 01:16 AM 330 p9M9 1 324/2009 01 16 AM 330 pg/Kg 1 3242009 01:16 AM 330 pg/Kg 1 3/24/2009 01:16 AM 1600 1,19/K9 1 3/24/2009 01:16 AM 330 pg/Kg 1 3/24/2009 01 s16 AM 1600 p9114,9 1 312412009 01:16 AM 330 pg/Kg 1 3/242009 0116AM 330 pryi(g 1 3/242009 01:16 AM 330 p91K9 1 324/2009 01.16 AM 330 pg/Kg 1 324/2009 01.18 AM 330 1-19/K9 1 3242009 01:16 AM 330 pg/Kg 1 3/24/2009 01:16 AM 1600 pg/K9. 1 3242009 01:16 AM 330 1/9/1(9 1 3242009 01:16 AM 660 pgMg. 1 3/24/2009 01:16 AM 1600 pg/Kg 1 3/24/2009 01:16 AM 1600 119/11.9 1 3/24/2009 0116 AM 330 113409 1 324/2009 01:16 AM 660 113/KC9 1 324/2009 0116 AM 860 1,19/K9 1 3/24/2009 01:16 AM 330 pg/Kg 1 324/2009 01:16 AM 330 pg/Kg 1 324/2009 01:18. AM 1600 119tK9 1 3/242009 01;16 AM 1600 p9/K9 1 3242009 01:16 AM 330 pg/Kg 1 324/2009 01t16 AM 330 pg/Kg 1 324/2009 01,16 AM 330 1jg/Kg 1 3/242009 01:16 AM 1600 pg/K9 1 3/24/2009 0118 AM Quallf ors B Analyte detected in the associated Method Blank 11 Holding limes for preparaliion or analysis exceeded S Spike/Surrogate outside of bruits due to matrix interference 1)O Sur,gatc. Diluted Out l eh:Wea d n't /m#k'r ahortlrr,k le Value abroc quantilation range ND Not Detected at the Reporting Lunn Results ere wet unless otherwise spcci0ed Vahrrd Avenae„ iwuul FTr't1, £'1 9t/755 Ted, 562. 989.4045 Fax: 562.984.404/1 13of43 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc -� Lab Order: 104410 Project: Newport -SCE Parcel, 602497-001 Lab ID: 104410-004 Analyses Result ANALYTICAL RESULTS Print Date: 26-Mar-09 ientSample ID: B2-I3 Collection Date: 3/10/2009 11:36:00 AM Matrix: SOIL PQL Qual units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 35508 RunID: M36 090320A 8enzo(a)anthracene Benzo(a)pyrene Benzo(bpluoranthene Benzo(g;hMperylene Benzo(k)fluoranthene Benzoic acid 8enzyl alcohol BIs(2-chloroethoxy)melhane Et s (2-ch to roethyf )e the r Bis(2-chbrolsoprapyl)elher Bis(2-ethylhexyl)phthalate Butytbenzylphthalate Chrysene DI-n-butylphthatate Di-n-octytphthalate Dibenz(a.h)anlhracerte Dibenzofuran Dlethylphthalate Dlmethylphthalate Fluoranlhene Fluarene Hexachlorobenzene Hexachlorebutadiene Hexachlorocytlopenladlene Hexachtoroethane Indeno(1,2,3-cd)pyrene Isophorone N-Nitrosodi-n-propyta mine N-Nstrosodiphenylemina Naphthalene Nitrobenzene Pentechlorophenol Phenanthrene Phenol Pyrene Surr.1,2-0Ichlorobenzene-d4 Batch: 54042 ND ND ND ND ND ND NO ND ND ND ND ND ND ND ND ND ND NO ND ND ND ND ND ND ND ND ND ND ND NO ND ND ND ND ND 74.0 Qualifiers: B Anatyte detected in the associated Mothod Blank 11 S DO 330 330 330 330 330 1600 660 330 330 330 330 330 330 330 330 330 330 330 330 330 330 660 660 330 330 330 330 330 330 330 1600 330 330 330 49-103 Holding times for preparation or analysis exceeded. Spike sarrogate outside of limits due to matrix interference SurrcgNte Diluted Out Sd,nrrcrd lcclrnnlogr ( ulmru/nrirr EPA 8270C pg/Kg 1191K9 pg/Kg 119/K9 pg/Kg 119/K9 p9/K9 pg/Kg pg/Kg pg/Kg p91K9 pg/Kg pgMg p9/K9 pg/Kg pig/Kg pg/Kg p0/K9 119/K9 119/K9 pg/K9 pg/Kg p9/K9 pg/Kg pg/Kg pg/Kg pg/K9 pg/Kg lig/K9 pgMg pg/Kg p9/K9 pg/Kg pg/Kg pg/Kg %REC 3275 if rtinnt Avenue, Signal Hill, C.4 14 of 43 PrepDate:: 3/20/2009 Analyst DMP 1 3/24/2009 0116 AM 1 324/2009 01:16 AM 1 3242009 0116 AM 1 324/2009 0116 AM 1 324/2009 01,16 AM 1 3/24/2009 01:16 AM 1 324/2009 0116 AM i 324/2009 01:16 AM 1 3242009 01:16 AM 1 3/24/2009 01:16 AM 1 324200901:18 AM 1 3/24/2009 01,16 AM 1 3/24/2009 01:16 AM 1 32402009 01:16 AM 1 32412009 01:15 AM 1 324f2009 01:16 AM 1 3242009 01:16 AM 1 324/2009 01:16 AM 1 324/2009 01:16 AM 1 3242009 01:16 AM 1 324200901:16 AM 1 324/2009 01;16 AM 1 3/24/2009 01:'18 AM 1 3/24/2009 01:.16 AM 1 324/2009 01:16 AM 1 3/242009 01:16 AM 1 3242009 01 :16 AM 1 3124/2009 01,:16 AM 1 3242009 0116 AM 1 3/242009 01:16 AM 1 3/24/2009 01:16 AM 1 3/242009 01:16 AM 1 324/2009 01:16 AM 1 3/242009 01:16 AM 1 324/2009 01:16 AM 1 3242009 01:16 AM Value above quantitaaun range of Deicetrzi ar the ttelwniog Lvmit Results are we; unless otherwise specified 9(1755 Tel: 56 2, 989.4045 Far; 562.989.4040 Advanced Technology Laboratories CLIENT: I,ab Order: Project: Lab ID: Analyses ANALYTICAL RESULTS Print Date: 26-Mar-09 Leighton Consulting, Inc. 104410 Newport -SCE P 104410-004 el, 602497-001 Client Sample ID: B2-1,5 Collection Date: 3110/2009 11,36.00 AM Matrix: SOIL Result. PQL Qual Units DE Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 3550E RunID: MS6_090320A GC Batch: 54042 Sun; 2,4,6-Tribromophenol Suer: 2-Chlorophenold4 Sun: 2-Fluorobiphenyl Surr 2-Flumaphenol Suer: 4-Terphanyl-d14 Surrr Nitrobenzene-d5 Surr Phenold5. Qualitlers: I S DO EPA 8270C PrepDate: 320/2009 Analysts DMP 145 47-129 S %REC 1 11,9 54-109 a %REC 1 97,3 59-108 %REC 1 6.93 50-111. 8 %REC 1 108 58-135 %REC 1 92.2 54-115 %REC 1 41.9 58-112 s %REC 1 Analyte detected to the associated Method Blank Holding times for preparation or analysis exceeded Spike/Surrogate outside Delimits due to matrix interference Surrogate Diluted Out 1,1. traced 7rxlinafogt or iv* 3275 Mama Awn 15of43 324/200901:16 AM 3/2412009 01:16 AM 324/2009 01:16 AM 3/24/2009 01:16 AM 3/24/2009 01,16 AM 3/24/2009 01:18 AM 324/200901;10 AM ntitation range he Reporting Limit Results arc wet unless otherwise specified :,4 90755 /'zl: 562. 984,4045 F2r: 562.989.4040 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 104410 Project: Newport -SCE Parcel, 602491-001 Lab ID: 104410-005 Analyses ANALYTICAL RESULTS Print Date:.26-Mnr-09 pre ID: B3-0.5 Co on Date: 3/10/200911.43:00 AM Matrix: SOIL Result PQL Qusl Units Date Analyzed HYDROCARBON CHAIN ID Rung): GC8_090317A T/R Hydrocarbons: C8-C10 T/R Hydrocarbons` C10-C18 -UR Hydrocarbons' C18-C28 T/R Hydrocarbons: C28-C38 T/R Hydrocarbons. C36-C40 T/R Hydrocarbons•: C8-C40 Total Sun; p-Terphenyl PCBS BY GC/ECD Rung/: GC5.0903166 Araclor 1016 Aroclor 1221 Arocbr 1232 Arocicr 1242 Arocfcr 1248 AroGcr 1254 Arocbr 1260 Amax 1262 Arocicr 1288 Surf. Decachlorobiphenyl Sum Telrachloro-m-aylene Qualifiers: B H S DO Analyte detected Holding times for prepmttti SpikeiSurragate outside of Surrogate Diluted. Out TIFICATION LUFT QC Balch: 53868 34 10 ND 10 11 10 15 10 ND 10 59 10 110 57-144 EPA 3550B QC Balch53874 ND 16 ND 33 ND 16 ND 16 ND 16 ND 16 ND 16 NO 16 ND 16 80.5 30-124 87.5 40-116 ,1rleanced leanannenioriet d Method analysis exceeded is due to matrix lute pg/Kg 1 pg/Kg 1 pg/Kg 1 p9/Kg 1 p9/K9 1 p9/K9 1 pg/K9 1 pg/Kg 1 p9Mg 1 %REC 1 %REC 1 Value above 9uamitaiicn range ND Not Detected at the Reporting I:mut Results are wet unless otherwise specifed EPA 8015B(M) PrepDate: 3/16/2009 Analyst CBR mg/Kg 1 mg/Kg 1 mg/Kg 1 mg/Kg 1 mg/Kg 1 mg/Kg 1 %REC 1 EPA 8082 3/17/1909 01.11 PM 3/17/190901:11 PM 3/17/190901:11 PM 3/17/190901;11 PM 3/17/190901:11 PM 3/17/190901:11 PM 3/17/190901:1/ PM PrepDate: 3/16/2009 Analyst: HL 3/16/2009 1030 PM 3/16/2009 10,30 PM 3/16/2009 10:30 PM 3/16/2009 10:30 PM 3/16/2009 10:30 PM 3/16/2009 10:30 PM. 3/16/2009 10:30 PM 3/16/2009 10:30 PM 3/16/2009 10:30 PM 3/16/2009 10:30 PM 3/16/2009 10:30 PM 7S lVuhusr b1l=eruer. Signal Hill, C 16 of 43 9k7755 Tel: 562. 989.A045 Fax: 562,989 40$O Advanced Technology Laboratories CLIENT: Leighton Consulting, lac. Lab Order: 104410 Project: Newport -SCE Parcel, 602497-001 Lab ID: 104410-006 Analyses Result ANALYTICAL RESULTS Print Date: 26-Mar-09 'lie nt Sample 1D B3-1.3 CoReetion Date: 3/10/2009 1:12:00 PM Matrix: SOIL PQL Qua DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATON LUFT RunID.. GC8_090317A QC Batch: T/R Hydrocarbons: C8-C10 T/R Hydrocarbons: C10-C18 T/R Hydrocarbons: C18-C28 T/R Hydrocarbons: C28-C36 -PR Hydrocarbons; C36-C40 T/R Hydrocarbons: C8-C40 Total Sun: p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION 53868 42 10 ND 10 16 10 28 10 20 10 110 10 108 57-144 RunID: GC2_090319A QC Batch: E09VS078 T/R Hydrocarbons' C4-C12 NO 1.0 Surn. 8romofuorobenzene (PIO) 90.6 59-145 PCBS BY GC/ECD RunID: GC5_090316B Aroclor 1016 Aroclor 1221. Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 Surr: Decachlorobiphenyt Surr Tetrachloro-rn-xylene EPA 3550E QC Batch; 53674 ND 16 ND 33 NO 16 NO 16 ND 16 22 16 ND 16 ND 16 ND 16 75.4 30-124 76.9 40-118 VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MSS 090319A 1,1,1,2-Tetrachloroethane 1,1,1 Tnchloroethane 1,1,22-Tetrachloroethane 1,1,2-Tnchloroethane 1,1-Dichloroethane Qualifiers: B. 13 5 DO QC Batch: T09VS076 ND 6.0 ND 5.0 ND 5.0 ND 5.0 ND 5.0 Analyte detected in the associated Method Blank Holding time, for preparation or analysis exceeded Spike+Surrogate outside of limits due to nrstrix interference Surrogate Diluted Out i tmtl! Terhnolog r Laboratories ratories!_. EPA 801513(M) Prep0 mg/Kg mg/Kg mg/Kg mg/Kg mgMg mg/Kg %REC EPA 8015E 3.16/2009 Analyst: CBR 1 3/17/1909 02:58 PM 1 3/17/1909 02:58 PM 1 3/17/1909 02:58 PM 1 3/17/1909 02',58PM 1 3/17/1909 02:58 PM 1 3/17/1909 02:58 PM 1 3/17/1909 0258 PM PrepDate: mg/Kg 1 %REC 1 EPA 8082 p9/K9 p9M9 pg/Kg pgMg pgMg pg/Ka pg/Kg %REC %REC PrepDate: 1 1 EPA 82608 PrepDate: pg/Kg 1 p91Kg 1 pg/Kg 1 pg/Kg 1 pg/Kg 1 E �raluc above quana ND Not Detected at the Reporting Limit Results are wet untccs otherwise specified Analyst: KHN 3/19/200902.51 PM 3/19/2009 0251 PM 3/16/2009 Analyst: HL 3/152009 10:59 PM 3/1612009 10:59 PM 3/18200910:59 PM 3/16/2009 10:59 PM 3/16/2009 10:59 PM 3/16/2009 10:59 PM 3/15/2009 10.59 PM 3/16/2009 10 59 PM 3/162009 10:59 PM 3/162009 10:59 PM 3/16/2009 10:59 PM Analyst: HH 3/19200903:11 PM 3/19200903.11 PM 3/19/200903.11 PM 3/19/200903:11 PM 3/19/2009 03:11 PM 3275 Walnut n'n;re..S final Hill, C.I 907,” Telt 5lr2. './8!X.404.5 tax: 562 17 of 43 9.4l/4t 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 1:1200 PM Project: Newport -SCE Parcel, 602491-001 Matrix: SOIL Lab ID: 104410-006 Analyzes Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 6T60B RunID: MS5_090319A DC Batch:. TO9V5076 PrepDale: Analyst: HH 1,1-Dlchloroethene ND 5.0 pg/Kg 1 3/19/200903:11 PM 1,1-Dichlaropropene ND 5.0 pg/Kg 1 3/19/2009 03:11 PM 1,2,3-Trichlorobenzene ND 5.0 pg/Kg 1 3/19/2009 03:11 PM 1,2,3-Trichloropropane ND 5.0 pg/Kg 1 3/19/200903:11 PM 1;2,4-Trichlorobenzene ND 5.0 pg/Kg 1 3/19/2009 03.11 PM 1,2,4-Trirnethylbenzene ND 5.0 11g/1(g 1 3/19120090391 PM 1 2-Dibromo-3.chtoroprepane ND 10 pgMg 1 319/2009 03:11 PM 1,2•Dibromoethane ND 5.0 Pe/Ka 1 3/19/2009 03:11 PM 102-Dichlombenzene ND 5.0 pg/Kg 1 3119/200903:11 PM 1,2-Dichloroethane NO 5.0 pg/Kg 1 3/19/200903:11 PM 1,2-Dichloropropene ND 5.0 pg/Kg 1 3(19/200903:11 PM 1,3,5-Trimethylbenzene ND 5.0 pg/Kg 1 3/19/200903:11 PM 1,3-Dichlorobenzene ND 5.0 pg/Kg. 1 3/19/2009 03:11 PM 1,3Dichloropropane ND 5.0 pg/Kg 1 3/19/2009 03:11 PM 1,4-Dichlorobenzene ND 5,0 pg/Kg 1 3/19/2009 03:11 PM 2,2•Dlchloropropane ND 5.0 pg/Kg 1 3/19/200903:11 PM 2-Butanone ND 50 pg✓X9 1 3119/200903:11 PM 2-Chlordbluene ND 5.0 pg/Kg 1 31191200903:11 PM 2-Hexanone ND 50 pg/Kg 1 3/19/200903:11 PM 4-Chlorotoluene ND 5.0 ug/Kg 1 3/19/200903:11 PM 4-Isopropylleluene ND 5.0 pg/Kg 1 3/19/200903:11 PM 4-Methy1-2-pentanone ND 50 pgA(g 1 3/19/2009 03:11 PM Acetone ND 50 pglKg 1 3/19/2009 03:11 PM Benzene ND 5.0 pg/K9 1 3/19/2009 03:11 PM Bromobenzene ND 5,0 pg/Kg 1 3/191200903:11 PM Bmmachlommethene ND 5.0 pg/Kg 1 3/19/2009 03:11 PM Bromodichloromethane ND 5.0 pg/K9 1 3/19i200903:11 PM Bromaform ND 5.0 pg1Kg 1 3/19/200903:11 PM Bromomethane ND 5.0 pg/Kg 1 3119/20090311 PM Carbon disulfide ND 5.0 pg/Kg 1 3/19/2009 03:11 PM Carbon tetrachloride ND 5.0 pg/Kg 1 3/19/2009 03:11 PM Chlorooenzene ND 5.0 pg/Kg 1 3/19/2009 03:11 PM Chloroethane ND 5.0 pg/Kg 1 3/19/200903:11 PM Chloroform ND 5.0 pg/Kg 1 3/19/200903:11 PM Chloromethane ND 5,0 pg/Kg 1 3/19/200903:11 PM ds-1,2-achloroethene ND 5.0 pgMg 1 3/19/200903:11 PM Qualifiers: B Anatyte detected in the associated Method Blank 11 Holding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to matrix interference DO Surrogate Dittoed Out ith:mead irettnotegr 1 alxrratnries, Mx E Value above quantization range ND Not Detected at the Reporting Umiz Results are wet unless otherwise specified 327514alnrtr.4venue, Signall/rlt. 4'4 90753 Tel: 5622, s+89.4045 f'exya562.989.4041 18 of 43 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 104410 Project: yport-SCE Parcel, 602497-001 Lab tD: 104410-006 Analyses ANALYTICAL RESULTS Pilot Date; 26-.Mar-09 Mid Sample ID; 53.1.,3 Collection Date: 3/10/2009 I ;12:00 PM Matrix: SOIL Result PQL Qual Units DP Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunlD. MSS 090319A EPA 8260E QC Balch: T09VS076 PrepDate: Analyst NH cls-1,3-Dichloroprepene ND 5,0 pgJKg 1 3/19/200903:11 PM Delsopropyl ether ND 5,0 pg/Kg 1 3/19/2009 03:11 PM Dlbromochlarornethane ND 5.0 pg/Kg 1 3/19200903:11 PM Dibromomethene ND 5.0 14E9 1 3/19/200903:11 PM Dichlorodifluoromethane ND 5,0 pgrKg 1 3/19/200903.11 PM Ethyl Acetate ND 50 pgMg 1 3119200903:11 PM Ethyl Ether ND 50 pg/Kg 1 3/191200903''11 PM Ethyl Tert-butyl ether ND 5.0 pg/Kg 1 3/19/2009 03:11 PM Ethylbenzene ND 5.0 p9/Kg 1 3/19/2009 03:11 PM Freon-113 ND 5.0 pg/Kg 1 3119/20090111 PM Hexachlorobutadiene ND 5,0 pg/Kg 1 3/19/2009 03:11 PM lodomethane ND 5.0 1-19/Kg 1 XI9/200903:11 PM Isopropylbenzene ND 5.0 pg/Kg 1 3/19/200903:11 PM m,p-Xylene ND 10 p9/K9 1 3/19200903,11 PM Methylene chloride ND 5,0 pg/Kg 1 3/19200903;11 PM MTBE ND 5,0 pg/Kg 1 3/19/200903,11 PM n•Butylbenzene ND 5,0 pg/Kg 1 3/19200903:11 PM n-Propylbenzene ND 5.0 pg/Kg 1 3/19/2009 03;11 PM Naphthalene ND 5.0 pg/Kg 1 3119/200903111 PM o-Xylene ND 5.0 p9/4 1 3/192009 03:11 PM sec-Buytbenzene ND 5.0 pgiKg 1 3/19/2009 03:11 PM Styrene ND 5.0 pg/Kg 1 3/192009 03:11 PM Ten -amyl methyl ether ND 5.0 pg/Kg 1 3/19200903,11 PM Ten-Butanol ND 100 p9/9 1 3/19/2009 03:11 PM ten-Buylbenzene ND 5,0 pg/Kg 1 1191200903:11 PM Tetrachloroethene ND 5,0 pg/Kg 1 319/200903,11 PM Toluene ND 5,0 pgfKg 1 3/19/200903:11 PM trans-1,2-Dichloroethene ND 5.0 pg/Kg 1 3/19/20090311 PM trans-1,3-Dichloropropene ND 5.0 pg/Kg 1 3/19/200903:11 PM Trichloroetene ND 5.0 pyKg 1 3/19/2009 03:11 PM Trtchlorolluoromethane ND 5.0 pg/Kg 1 3/19/2009 03:11 PM Vinyl acetate ND 50 pg/Kg 1 3/192009 03:11 PM Vinyl chloride ND 5.0 pg/Kg 1 3/19/2009 03:11 PM ;lanes, Total ND 15 pg/Kg 1 3/19/2009 03:11 PM Surr 1,2-tmchloroelhane44 101 70-130 %REC 1 3/19/200903,11 PM Surr: 4-Bromcfuorobenzene 93.8 70-130 %REC 1 3/19/290903:11 PM Qualifiers: B A,nalyte detected in the associated Method Blank H Holding times for pmparauon or analysis exceeded S SpikaSurrogate outside or limits due to matrix interference DO Surrogate Diluted Out tdi:urr tel 1 eeltnn/ggr /.4thittirr<rrlet. 75 Wu/nut .41 M l; 19 of 43 above quanriration range bttected at the Repairing I-inut Results are wer unless otherwise specified 7e1: 541 989.4fi4`5 Put: 56 .98 ,41llO' Advanced TechnoloQv Laboratories ANALYTICAL RESULTS PrInt Date: 26-810r--09 CLIENT: Leighton consulting, Inc. Client Sample 1D Lab. Order: 104410 Collection Date: 3/I012009 1:12:00 PM Project: Newport -SCE. Parcel, 602497-001 Matrix: SOIL Lab ID: 104410-006 Analyses Result PQL Qual Units DE Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 8280E RunID: MS5_090319A OC Batch. TO76 PrepDate: Analyst: HH Surr: Dibromolluoromelhane 60.5 70-130 s %REC 1 3/19/200909.11 PM Sen.Toluene-d8 112. 70-130 %REC 1 3/19/200903:11 PM SEMIVOLATILE ORGANIC COMPOUNDS BY GC!MS EPA 3550E EPA 8270C RunID: MS6_090320A QC Batch:. 54042 PrepDate: 3/20/2009 Analyst: DMP 1,24-Tnchlorobenzene 1,2-Dchlorobenzene 1,3-DicNorabenzene 1,4-Diehlorobenzene 2,4,5-Thchlorophenol 2,4,6Trkhlorophenol 2,4-Dich lerophenol 2,4-Dimethylphenol 2,4-Olnitrophenol 244-0in1trotoluene 2.6-Din)trotoluene 2-Chloronaphthalene 2-Chlorophenoi 2-Methylnaphthatene 2-Methylphenoi 2-Nilroanillne 2-Narophenol 3,3"-0ichlorobenz$dlne 3-Nitroanillne 4,6-Dinitre-2-melhytphenot 4-Bromophenyl-phenylether 4-Chloro-3-methytphenol 4-ChlmwaMine 4-Chlorophenyl-phenyIether 4-Methylphenol 4-Nrtroaniline 4-Nltrophenol Acenaphthene Acenaphthytene Anlhracene Benzidine (M) Qualifiers: B H 6 DO NO 330 pg/Kg 1 324/200901:43 AM ND 330 pgMg 1 3/24/2009 01:43 AM ND 330 pg/Kg 1 324/2009 0143 AM ND 330 pg/Kg 1 324/2009 01:43 AM ND 330 pg/Kg 1 3242009 01:43 AM ND 330 pg/Kg 1 3124/2909 01:43 AM NO 1600 p0/K9 1 324/2009 01:49 AM ND 330 ug1Kg 1 324/2009 0143 AM ND 1600 uSPKg 1 3/242009 01:43 AM ND 330 pg/Kg 1 3/242009 01:43 AM ND 330 pg/Kg 1 3/24/2009 01:43 AM ND 330 pg/Kg 1 3/24/200901:43 AM ND 330 pg/Kg 1 324/2009 01:43 AM ND 330 pg/Kg 1 3/242009 01'43 AM NO 330 pg/Kg 1 3242009 01:43 AM ND 1600 i g/Kg 1 3/24/2009 01:43 AM ND 330 pg1Kg 1 3242009 01'43 AM ND 660 pgMg 1 324/2009 01:43 AM ND 1600 p9/K9 1 324/20090143 AM ND 1600 pg/Kg 1 3/24/2009 01:43 AM ND 330 pgMg 1 324/2009 01:43 AM ND 660 pg/Kg 1 3/242009 01,43 AM ND 660 pg/Kg 1 324/2009 01:43 AM ND 330 pgMg 1 3/24/2009 01:43 AM ND 330 pg/Kg 1 3/24.20090143 AM ND 1600 pg/Kg 1 3242009 01:43 AM ND 1600 pg/Kg 1 3/24/2009 01:43 AM ND 330 iag/Kg 1 3/24/2009 01:43 AM ND 330 pg/Kg 1 3/24/2009 01:43 AM ND 330 pg/Kg 1 3242009 01:43 AM ND 1600 pg/Kg 1 3/24/2009 01:43 AM Analyze detected in the associated Method Bfaak Holding times for preparation or aradysis exceeded Spike/Surrogate outside of turas doe to matrix interference Surrogate Diluted Out Slanted f ec/uwlo r tf1t61rr1Artes B Value above quantitation rang ND Not Detected at the Reporting it Results are wet Sass othe,wisc specified 1275Iran rztAvenue, Signalfliil, I"d ap"SS Tef:562, 989.4045 Fax: 562.9f/9,304 20 of 43 Advanced Technology Laboratories CLIENT: Lab Order: Protect: Lab m: Analyses Leighton Consulting, Inc, 104410 Newport -SCE Parcel, 602497-001 104410-006 Result ANALYTICAL RESULTS Print Date: 26414ar-09 Client Sample ID: B3-1.3 Collection Date: 3/10/2009 1:12:00 PM Matrix: SOIL PQL Qual Units Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550E RunID: M56 090320A Benzo(a)anthracene Benzo(a)pnene Benzo(b)fluotenthene Benzo(g.h,i)perylene Benzo(k)fluoranlhene Benzoic acid Benzyl alcohol Bis(2-chloroelhoxy)melhane Bis(2<hbroelhy)ether Bis(2-chloroisapropyl)elher Bis42-atbylhexyl)phuialate Butylbenzylphthalate Chrysene 0i-n-bulyiphthalale Di-noclylphthalate Dibenz(a,h)anthracene Dlbenzofuran Diethyiphthalale Dirnethl4phthalate Fluoranthene Fluorene Hexechlorobenzene Hexechlorobutadiene Hexacli lorocyclopentadiene Hexachloroethane Inderto(1 2,3-cd)pyrene Isophorone N-Nitrosodt-n•propylamine N-Niaosodiphenyla mine Naphthalene Nitrobenzene Pentachlorophenol Phenanlhrene Phenol Pyrene Surr: 1 ,2-Dichiorobenzene-d4 Qualifiers: B F1 3 DO QC Batch: 54042 ND 330 ND 330 ND 330 ND 330 ND 330 NO 1600 ND 660 ND 330 ND 330 ND 330 ND 330 ND 330 ND 330 ND 330 ND 330 ND 330 ND 330 ND 330 ND 330 ND 330 ND 330 ND 330 ND 660 ND 660 ND 330 ND 330 NO 330 NO 330 ND 330 NO 330 ND 330 ND 1600 ND 330 ND 330 ND 330 67.4 49-103 Analyte dettxacd S the assochated Me Holding times fol. preparation oranalys Spike/Surrogate outside othmtts due to Surrogate Dilute! Out tdr:raced reel t log1: lotan rtorin EPA 8270C PrepDate: pg/Kg P9/59 119/K9 pg/Kg pg/Kg pgnig p9/K9 pg/K9 pg/K9 pg/Kg Pg/K9 p9N9 P9/KB pg/Kg pg/Kg p9!K9 pg/Kg p9/K9 pa/Ks 4/Kg p9Ng ig/Kg pg/Kg p9/K9 pg/Kg 119/K9 pg/Kg p9/K9 pg/Kg pg/Kg pg/Kg P9/K9 p9/Kg pg/Kg pg/Kg %REC 3/20/2009 Analyst DMP 1 3/242009 01:43 AM 1 324/2009 01:43 AM 1 3/24/200901i43 AM 1 3/242009 01:43 AM 1 324/2009 01:43 AM 1 3.2412009 01.143 AM 1 32420090143AM 1 3242009 01:43 AM 1 3242009 01:43 AM 1 3242009 01:43 AM 1 3/24/2009 01:43 AM 1 3/24/2009 01:43 AM 1 3/24/2009 01:43 AM 1 3/24/2009 01 A3 AM 1 3/242009 01:43 AM i 324/2009 01:43 AM i 3/24/2009 01:43 AM 1 3242009 01::43 AM 1 3/24/2009 01:43 AM 1 3/242009 01:43 AM 1 3/24/2009 01:43 AM 1 3/242009 01:43 AM 1 32420090143 AM 1 324/2009 01:43 AM 1 3/242009 01:43 AM 1 324/2009 01:43 AM 1 324/2009 01:43 AM 1 3242009 01:43AM 1 3242009 01:43 AM i 3242009 01:43 AM 1 3/24/2009 01:43 AM 1 3242009 01:43 AM 1 3124/2009 01:43 AM 1 324/2009 01.43 AM 1 3242009 01:43 AM 1 3242009 01:43 AM tank F Value above gnanthatt'on range ceedcd ND Not Detected ixt the Reporting' unit crference Results arc wet unless otherwise specified 3275 Walnut Avenue, Signal Hilt C4 90755 7W: 562. 9394045 1 ne; 561.9=k" 4U4 21 of 43 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inca Lab Order: 104410 Project: Newport -SCE Parcel, 602497-001 Lab ID: 104410-006 Analyses ..--, _-.. Result ANALYTICAL RESULTS Print Date: 26-Mar-09 Client Sample ID: B3-1.3 Collection Date: 3/1012009 1:12.00 PM Matrix: SOIL PQL Qoal DE Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 9550B RunID: MS6 090320A QC Batch: 54042 Surr: 2,4,6-Tribromophenol Surr; 2-Chbrophenol-d4 Sure 2-Fluorobiphenyl Sum 2,Flucrophenb! Sure 4-Terphenyl-d14 Surr. Nitrobenzened5 Surr; Phenol-d5: Qualifiers: B II 5 1 s21 47-129 15.9 54-109 90.3 59-108 9.99 50-111 97,7 58-135 85.9 54-115 47,0 58-112 Analyte detected in the associated Method Blank Holding times for preparation or analysis exceeded Spike Surrogate outside of limns due to matrix imodereace Surrogate Diluted Out id+ aneed fleImulgtfr 1..21mralor/n EPA 8270C PrepDate;. s %REC $ %AEC %REC %REC %REC %REG 8 %REC 1 1 1 1 3/20/2009 Analyst; DMP 324/2009 01:43 AM 324/2009 01 43 AM 3/242009 01:43 AM 3r24/2009 01:43 AM 3/242009 01:43 AM 324/2009 01 A3 AM 3t24t2009 01:43 AM 19 Value above demarkation range M) Not Detected at the Reporting Limit Results are wet unless otherwise specified 3275 Walnut Avenue. Signal Will, Cat 22 of 43 90755 T,; F: 542, ill. INS Fax,' 5ti2.989.4040 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26-Afar-09 CLIENT: Leighton Consulting„ Inc. Client Sample ID:. B4-0.5 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 EQL Qual Units Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LOFT RunID:. GC8_090317A T/R Hydrocarbons: CB-C10 T/R Hydrocarbons: C10-C18 TTR Hydrocarbons: C I8-C28 T/R Hydrocarbons' C28-036 T R Hydrocarbons::C36-040 T/R Hydrocarbons: C8-C40 Total Suit: p-Terpi enyl PCBS BY GC/ECD RunID: GCS 0903168 Aroclor 1016 Aroclor 1221 Arodor 1232 Aroclpr 1242 Aroclor 1248 Aroclor 1254 Arodor 1260 Arodor 1262 Arodor 1266 Surr 0ecachl orob iphe nyl Sur.: Tetrachloro-m-xylene Qualifiers: H S DO QC Balch: 53868 32 10 ND 10 14 10 16 10 ND 10 62 10 112 67-144 EPA 3550E AnaI to detected in the as Holding times for prcprratton o SpikeiSurrogatc outside of limits dt Surrogate Diluted Out QC Batch: 53874 ND 16 ND 33 ND 16 ND 16 ND 16 ND 16 ND 16 ND 16 ND 16 72.9 30-124 77.0 40-116 Irfr:vneed IYrftnnlugp ��.. -- tun murk. lank cceded Ia matrix tnter:cremce EPA 8015B(M) PrepDate: 3/16/2009 Analyst CBR:. mg/K9 1 mg/Kg 1 mgll(q 1 mg/I(q 1 mg/Kg 1 me/Kg 1 %REC 1 3/17/190912:'17 PM 3117/1909 12:17 PM 3/17/1909 12:17 PM 3/17/19'09 12:17 PM 3/17/1909 12:17 PM 3/17/1909 12:17 PM 3117/1909 12:17 PM EPA SOU PrepDate: 3116/2009 Analyst It pg/Kg 1 pg/Kg 1 pg/Kg 1 pg/Kg 1 p9/K9 1 P9M9 1 p9/K9 1 p9M9 1 p91Kg 1 %REC 1 %REC 1 Value above quantltation range ND Not Detected at the Reposing Limit Results are wet unless othemise specified 3/16/200911:29 PM 3/16/2009 11':29 PM 3/162009 11:29 PM 3/16/2009 11:29 PM 3/16/2009 11:29 PM 3/16/2009 11:29 PM 3/162009 11:29 PM 3/16/2009 11:29 PM 3/16/2009 11:29 PM 3/16/2009 11:29 PM 3/16/2009 11:29 PM 3275 Palma 4renue, Signal Hill, C,4 90755 23 of 43 7e1 M2 089.4045 Tnar 561.989.alid6 Advanced Technology Laboratories CLIENT- Leighton Consulting, Inc, Lab Order: 104410 Project: Newport -SCE Parcel, 602497-001 Lab ID: 104410-008 ANALYTICAL RESULTS Print Date: 26-Mar-09 Client Sample ID: B4-1.8 Collection Date: 3/10/2009 12:30i00 PM Matrix: SOIL Analyses R tilt PQL Qual Units OF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunID: GC8_090317A QC Batch: 53868 T/R Hydrocarbons; CS-C10 T/R Hydrocarbons:C10-CIS T/R Hydrocarbons: C18-C28 T/R Hydrocarbons; C28-C36 T/R Hydrocarbons' C38-C40 T/R Hydrocarbons: C8-C40 Total Sum. p-Terphenyl PCBS BY GC/ECD ND NO 16 NO ND 16 114 EPA 3550E RunID: GC5_090316B OC Batch. 53874 Arodor 1016 Arodor 1221 Aroclor 1232 Arader 1242 Aroclor 1248 Arodor 1254 Arodor 1260 Aroclor 1262 Arodor 1268 Surr: Decachlorobiphenyl Surr: Tetrachloro-m-xylene Qualifiers: B H S DO ND ND ND ND NO 28 ND ND NO 80.6 10 10 10 10 10 10 57-144 EPA 8015B(M) PrepDate: mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg %REC EPA 8082 3/16/2009 Analyst: CBR 1 3/17/1909 12:45 PM 1 3/1711909 12:45 PM 1 3/17/1909 12'45 PM 1 3/17/1909 12:45 PM 1 3/17/1909 12:45 PM 1 3/17/1909 12:45 PM 1 3/17/1909 12:45 PM PrepDate: 311612009 Analyst: HL 16 pg/Kg 1 3/16/200911:;.59 PM 33 p9/K9 1 3/16/2009 11:59 PM 16 pg/Kg: 1 3/16/2009 11:59 PM 16 119/K9 1 3/16/2009 11:59 PM 16 pg/Kg 1 3/162009 11:59 PM 18 p9/K9 1 3/162009 11:59 PM 16 p9/K9 1 3/16/2009 11'59 PM 16 p9/K9 1 3/16/2009 11:59 PM 16 p911(9 1 3/16/2009 11:59 PM 30-124 %REC 1 3A81200911:59 PM 40-118 %REC 1 3/16200911:59 PM Analyte detected in the associated Method Blank Holding times for preparation or analysis exceeded Spikc:'Surmgatc outside ofhmits dtw to matrix interference Surrogate Diluted Out Id' :raced 7tclnal¢,;,+ l aboralarir. 9275 Walnut E Value above quart alien range ND Not Detected at the Reporting Limit Results arc wet unless otherwise specified Srgtaal {lil753 irk 562. 989404.5 Firs: 562.9R9,4040 24 of 43 Advanced Technology Laboratories CLIENT: ---� Leighton Consulting, Inc Lab Order: 104410 Project: Newport -SCE Parcel, 602497-001 Lab ID: 104410.009 Analyses Result ANALYTICAL Print Date: 26-Mar-09 SULTS Client Sample ID:.85-0,5 Collection Date: 3;10/2009 12:45:00 PM Matrix: SOIL PQL Qual Units DF Date :Analyzed HYDROCARBON CHAIN IDENTIFICATION LOFT RunlO: GC8_090317A QC Bat T/R Hydrocarbons: CB-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 Sum p-Terphenyi PCBS BY GC/ECD EPA 3550B 28 ND ND 13 ND 40 113 53868 Run ID:: GC5_9903168 QC Balch: 53874 Arotlor 1016 ArocJor 1221 Arocior 1232 Arodor 1242 Arotlor 1248 Arocbr 1254 Arocubr 1260 Arotlor 1262 Arotlor 1268 Surr: Decachlorobiphenyi Surr: Telrachloro-m-xylene NO ND ND ND 48 NO ND ND ND 10 10 10 10 10 10 57-144 EPA 8015B(M) PrepDa mg/Kg mg/Kg n19/4 mg/K9 m9/K9 mgPKg %REC EPA 8082 PrepDate: 16 pgiKg 1 33 pg/Kg 1 16 pgiKg 1 16 µg:Kg 1 16 pgiKg 1 16 pgiKg 1 16 PG/Ka 1 18 p9/K9 1 16 ug/Kg 1 7 30-124 %REC 1 2 40-118 %REC 1 Qualifiers: B Ansiyle detected lathe associated Method Blank H Holding timesfor preparation or analysis exceeded S Spike//Surrogate outside of limits due to mains interference DO Sunogato Diluted Out rd 71•rhaolog r o Norio 3/16/2009 Analyst? CBR 3/17/190911.50 AM 3/17/190911'50 AM 3/17/190911:50 AM 3/17/190911 50 AM 3/17/1909 11:50 AM 3/17/1909 11E0 AM 3/17/190911'50 AM 3/16/2009 Analyst: HL 3/17/200912 29 AM 3/17/200912,29 AM 3/17/200912.29 AM 3/17/200912129 AM 31172009 12:29 AM 3l17200912r29 AM 3/17/200912 29 AM 3/17/200912,29 AM 3/172009 12 29 AM 3/17200912:29 AM 3/17/200912.29 AM E. Value abate guantitafion range .-. ..�,. ND Not Detected at the Reporting Limit Results are wet unless othere se specified vent 45 40 25 of 43 Advanced Technology Laboratories CLIENT: Lab Order: Project: Lab ID: Analyses...H-. Leighton Consulting, Inc. 104410 Newport -SCE Parcel, 602497-001 104410-010 Result ANALYTICAL RESULTS Print Date: 26-Mar-09 Client Sample ID: B5.2.0 Collection Date: 3/10/2009 12;: Matrix: SOIL PQL Qual Units DE 0 Iyzed HYDROCARBON CHAIN IDENTIFICATION LOFT RunID:. GC8. 090317A QC Batch: 53868 T/R Hydrocarbons: C8-C10 PR Hydrocarbons: C10-C18 T/R Hydrocarbons: C18-C28 T!R Hydrocarbons'.: C28-C36 T/R Hydrocarbons: C36-C40 T/R Hydrocarbons: CB-C40 Total Sorr, p-Terphenyl PCBS BY GCIECD EPA 3S50B ND ND 28 NO ND 26 107 RunID: GC5_0903178 QC Batch: 53914 Arodor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 Sum. Decactilorobiphenyl Surei Decachlornbiphenyl Surt: Tetrachloro-m•xylene Surr: Tetracltloro-m-xylene Qualifiers: B H S DO 10 10 10 10 10 10 57-144 ND 16 ND 33 ND ND ND 92000 ND ND ND 127 0 0 85.5 EPA 8015B(M) PrepDate: mg/Kg 1 mg/Kg 1 mg/Kg 1 mg/Kg 1 mg/Kg 1 mg/Kg 1 %REC 1 EPA 8082 PrepDate:. p9/K9 1 p91K9 1 16 p9/K9 1 16 pg/Kg 1 16 pg/Kg 1 8200 pglXg 500 16 pg/Kg 1 16 pg/Kg 1 16 pg/Kg 1 30-124 s %REC 1 30-124 5n0 %REC 500 40-118 adtl %REC 500 40.118 %REC 1 Analyte detected in the associated Method Blank Holding times for preparation or analysis exceeded Spike/Surrogate outside of limits due to matrix inter Surrogate Diluted Out di aced lec/nafrtr;r ry I.abortnon f.•,.•.,••. 3/16/2009 Analyst: CBR 3117/1909 11:24AM 3/17/1909 11:24 AM 3/17/1909 11:24 AM 3117/1909 11:24 AM 3/17/1909 1124 AM 3/17/1909 11:24 AM 3/17/1909 11:24 AM 3/17/2009 Analyst: HL 3/17/2009 03:31 PM 3/17/2009 03:31 PM 31172009 03,31 PM 3117/2009 03:31 PM 3/17/2009 03:31 PM 3/17/2009 05:01 PM 3/172009 03:31 PM 3/17/2009 03:31 PM 3/17/2009 03::31 PM 3/172009 03i31 PM 3/17/2009 0501 PM 3/17/2009 0501 PM 3/17/2009 03:31 PM E Value above quanta -alien range ND Not Detected at the Repotting Lirnir Results are wet unless otherwise specified 3275 11ralnrn Arenuc, Signal f7l!l, (`1 90755 Tel: 562. 989, 4045 lac 561.989.4040 26 of 43 m W 0 Q Z d Q 4 fl Q 2 2 c N zzzzzzz�; riNt a a e 0 0 2 6 2 uV U P. 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W O O v 0 O0 r N r CO N n N 0 N )`r? 0)) M c 0 0 0 O N SR 0) rN. N0 0' s m01 10 I, Y} A (0 O Iq O 0 N 01-- O N O O r m 1n Y V 2 O N N 0) CO 0 0 0 0 0 0 0 0 0 0 0 N rq o c 0 c0 oo co oo.. g 0) m coi 0 0)0) �l ) iA CO) COCICO O CO 0) 0) M yy0� ��ryry 0) a0') CO CO 0) CO CO i+) (+) MM 0) 0) N M M M t0 01. $. 0 t` M t.. r O h h t.. 0 r ti 0 ID 0 CO (0 0 CO CO CO CO CO CO C. CO 0 CO (0 (0 M CR. O C) CO 0 0 (0 (0 t9 O CrtOO (0 0) in co mN 2 `r- Ncp N eOeYY �100 0) +OY) CO tN. O ry v0 01 C) O 0) C) 10 0) 0) N N O) M N 0) M (f) N N Ct N N N N N 0 N N 0 0 0 0 0 4 0 0 O M (O W h 0O 10 01 0 0 0 0 0 0 0 0 N O C N N +- N O N in Df CO CO CO (R CO V 0 03 Di 16 p. t0 W ussM p YMt co CN M N N th M a S 0 d IDD r m h m 0 10 tit v C 10 mi 2 N 10 8 03 N CO tD ID N W W N CO 0 N 10 M CC N co coto O r O.N or CD `" 0 tD *- 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 m t� M M co Pi.. 40 SOD CO M (0 M 0) M O (M01 'J in m b 0 0) M r0) ct*8J 03 M NA WO aV SI 0 CO th CO NO0) 0) cm? M 0 0 ,13 "8 S. Q 01 $2 a m 96 s c t e L2-5 cc o 0 p 0 0 Gv `p C 0 D.uset0 2 a D a s g r m i b 2try a. v C u. Dr F- )C 2 e 2 0 y t " N N N N 5 Z 4 gaxg�a�c.otEt'Lttc N 4,, 4 6 U Z m 2 2 S. N to tJ 4t Dy 0) to tn 0i tS 44 < z 0. as 3 y'c ir.9 a qq N o 0 3 " E _ +n Oa CP CD CO 330 LO a: 03 J August 12, 2009 Meredith Chu Leighton Consulting, Inc. 17781 Cowan Stree Ininc, CA 92614 TEL (949) 681-4208 FAX; (949) 757-7230 RE: SCE Newport. 602497-003 Attention: Meredith Church 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. Thank you for the opportunity. Picas Sincerely, Eddic F Rodt*'guez Laboratory l5irector Ttte in itscnti lot NS litre 1 cads of your company. me at. (562)989-4045 if l can be of further a s stancc to your cic}mparty. tine are an intewnd rcpon and cannot he reproduced in pan or issinn fintn the client and Adeanecd lechrnijnry l.a 1 of 68 Advanced Technolowv Laboratories CLIENT: Leighton Consulting, iac. Project: SCE Newport.: 602497-003 Lab Order: 106685 Date: 11-.tug-09 CASE NARRATIVE Analytical Comments for EPA 8015B(M) (C8-C40) Samples 106654-001AMS 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 106654-001AMSD, 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, su v biased low possibly due to matrix interferences. Ith tweed Tabu L:tho utories. Page 1 of 65 3275 lia/nw Avenue, Signal Hill €A 90755 Tel: 562. 989.4045 Fax: 502.98YA0J0 2 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12-Aug-09 CLIENT: 1.eightonConsulting,Inc Client Saniple ID: B6-GW Lab Orden 106685 Collection Date: 8,3/2009 10:03:00 AM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ID: 1066685-001 A Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 8015B RunID: GC6_090804A PC Batch: 109VW0134 PrepDate: Analyst: BD T/R Hydrocarbons:C4-C12 ND 0.20 mgt. 1 8/4I200907:23 PM Surr Bromotuorobenzene (FID) 85A 71-130 %REC 1 8/4/200907.23PM Qualifiers: A Analyte defected in the associated Method Blank II Holding tunes for preparation or analysis exceeded 5 Spike: Surrogate outside of limits due to matrix interference DO Surrogate Diluted Out tdtanted 1cc1m07ngt -Ialoratorics ...,� F Value above quantization range NO Not Detected at the Reporting Limit Results am wet unless otherwise specified 3275 Walnut t Avenue. Signal Ilia, CA 90755 Te/: 562. 989.4915 Fax: 562.989.4040 3 of 68 ANALYTICAL RESULTS Advanced "Technology Laboratories Print Date: 12-Aug-09 CLIENT: Leighton Consulting, Inc Client Sample ID: 86-GW Lab Order, 106635 Collection Date: g 3/2009 10 03 00 AM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ID: 106685-001B Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C EPA 8015B(M) Run1D: GC16 ,690806F GC Batch* 57067 PeepDate: 8/4/29 Analyst: CBR T/R Hydrocarbons: C8-C1 0 ND 0.20 mg/I. 1 8/6/2009 06:40 PM T/R Hydrocarbons: Cl 0-C18 023 0.20 mgA. 1 816/2009 06:40 PM T/R Hydrocarbons: c 18-C28 0 45 0.20 rntiA 1 8/612009 06 40 PM T/R Hydrocarbons: C28-C36 NO 0.20 nign- 1 8/6/2009 06 40 PM T/R Hydrocarbons C36C40 ND 0 20 mg/li 1 8/6/2009 06 40 PM T/R Hydrocarbons C8-C40 Total 0.88 0 20 mgiL 1 8t6/2009 06 40 PM Sun' p-Teapttenyl 78.5 35-131 %RE C 1 8/6/2009 06 40 PM %minim, 0 Anttlyiestematut ut the AMNIlted Method Wank r Value anew. communion range it Holding hums tor ritepanuteu or analysts aoudad ND Not Detected at the Reporting Lona S SpiltesSurrogste outside of limitsdue to matrix iitterterettec P.ssults ant WO unless °thaw -Ise speediest DO Surrogate DINKAOut t di almd lrehnolop laboratories 3275 Walnut attanitt, Sterna/ Uu/t C4 00755 Tel 562. 989.4045 lost 5(52,989,4(.40 4 of 68 Advanced Technology Laboratories CLIENT: Lab Order: Project: Lab ID: Analyses Leighton Consulting, inc. 106685 SCE Newport, 602497-003 106685-001C ANALYTICAL RESULTS Print Date: 12-Aug-09 Client Sample ID: B6-GW Collection Date: 8/3/2009 10.03:00 AM Matrix: GROUNDWATER Result PQL Qual Units DF Date Analyzed PCBS BY GCIECD EPA 3510C RunID: GC4_090607A QC Batch: 57126 Aroclor 1016 Arodor 1221 Arodor 1232 Arocfor'1242 Arodor 1248 Arodor 1254 Arodor 1260 Arodor 1262 Arodor 1268 Sum Decachlorobiphenyl Sure: Tettachloro-m-xylene Qualifiers: tett B H 5 DO ND ND ND ND ND ND ND ND ND 83,4 85.2 48-126 0.50 1.0 0.50 0,50 0.50 0.50 29-130 Analyte detected in the associated Method Blank Holdingtimes for preparation or analysis exceeded Spike/Surrogate outside oflimits due to matrix interference Surrogate Diluted Out reed l ae/rnnteg? t r toratnries ?rl EPA 8082 PrepDate: 862009 Analyst BB pig/ 1 8/7/2009 11:01 AM pg/L 1 8/7200911,01 AM pg/L 1 8/7/2009 11:01 AM pg/L 1 8/7200911:01:AM pg/L 1 8/7/2009 11:01 AM p9/L 1 8/7/2009 11:01 AM p9/L 1 8/72009 11:01 AM pg/L 1 8/7/2009 11:01 AM pg/L 1 8/7/2009 11:01 AM %REC. 1 8/7/2009 11:01 AM %REC 1 8/7/2009 11:01 AM 5 Value above quanMahon range NI) Not Detected at the Reporting Limit Results are wet unless otherwise specified 90.755 7e1: 542, 9691045 f v 552,9824099 5 of 68 Project: Lab ID: Analyses Advanced Technology Labora es ANALYTICAL RESULTS 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 ix: SOIL SCE Newport, 602497-003 106685-002A Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LOFT EPA 8015B(M) RunID: GC16_090806C QC Batch: 57087 PrepDate: 8/5/2009 Analyst: CBR T/RHydrocarbons; . C8-C10 ND 10 mg/Kg 1 8/6/200902,20 PM T/R Hydrocarbons: C10C18 ND 10 mg/Kg 1 816/2009 02:20 PM T/R Hydrocarbons: C18-C28 ND 10 mg/Kg 1 8/6/2009 02:20 PM T/R Hydrocarbons:.C28C36 ND 10 mg/Kg 1 8/8/200902`20 PM T/R Hydrocarbons: C36-C40 ND 10 mg/1<g 1 8/6/2009 02:20 PM T/R Hydrocarbons: C8-C40 Total ND 10 mg/Kg 1 816/2009 02:20 PM Surr p-Terpbenyl 98.4 57-144 %REC 1 8/62009 02`20 PM HYDROCARBON CHAIN IDENTIFICATION EPA 8015B RunID: GC2_0908048 QC Batch: E09VS246 PrepOate'. Analyst.. KHN T/R Hydrocarbons,: C4-C12 ND 1.0 mg/Kg 1 8/4/2009 09t40 PM Surr Bmmofuorobenzene (FID) 95.5 59-145 %REC 1 8/42.00909.40 PM PCBS BY GC/ECD EPA 3550E EPA 8082 RunID: GC5_0908068 QC Batch: 57129 PrepDate:. 8162009 Analyst: BB Aroclor 1016 ND 16 pgMg 1 8/7/2009 12:12 AM Arocbr 1221 ND 33 Pg/Kg 1 8/7/200912.12 AM Arocbr 1232 ND 16 pg/K9 1 8/7200912;12 AM Aroclor 1242. ND 16 pgMg 1 817200912:12. AM Arodor 1248 ND 18 99/K9 1 8/7200912:12 AM Aroddr 1254 ND 16 pg/9 1 8/7/2009 12:12 AM Arvdor 1260 ND 16 Pg/Kg 1 8r7/200912:12 AM Arodor 1262 ND 16 pg/Kg 1 8/7/2009 12:12 AM Aroclor 1268 ND 16 pg/Kg 1 8/7/2009 12:12 AM Surr: Decachloroblphenyl 97.6 30-124 %REC 1 8/7/2009 12:12 AM Surr: Tetrachloro-m-xylene 86.7 40-118 %REC 1 8/712009 12:12 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quandttdoa range 1i Holding times for preparation or analysts 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 :td vinced ratan/4 .ry-�„Y/rarztorie .�,. ;3275 Walt venue, Signal Hill C.1 9ii755 Id: .562. 989. 4045 Far 562.989.4040 6 of 68 RunIO; GC5 090805E Advanced TechnologyLaboratories ANALYI"ICAL RESULTS Print Date: 12-Aug--109 CLIENT: Leighton Consulting. Inc. Lab Orden 1066B5 Project: SCE. Newport. 602497.003 Lab ID: 106685-003A Analysts _ Client Sample ID: H(r5 Collection Date: 8/3/2009 9'52'00 AM Matrix: SOIL PQI, Qual Units DP Date Analyzed HYDROCARBON CHAINIDEN7fiEICATION LUFT EPA 80I5B(M} RunlD: GC16_090808C QC Batch:: 57087 PrepOate: 8/52009 Analyst. CBR T/R Hydrocarbons. CB -CIO ND 10 mg/Kg 1 8/6/200902'29 PM T/R Hydrocarbons, CIO•C1B ND 10 mg/Kg 1 8/6/2009 02:29 PM T/R Hydrocarbons: C18-C28 ND 10 mg/Kg 1 86/200902,29 PM T,B Hydrocarbons' C28-C36 ND 10 mgi1Cg 1 88200902:29 PM TIR Hydrocarbons: C36-C40 NO 10 rngn(g 1 816I2009 0229 PM T/R Hydrocarbons' C8•C40 Total NO 10 mg/KO 1 882009 0229 PM Sun p-Terpheayl 95.6 57.144 %REC 1 84200902;29 PM HYDROCARBON CHAIN IDENTIFICATION EPA 8015E RuntD: GC2_090804B QC Batch: E09VS246 PrepDale: Analyst: KHN T/R. Hydrocarbons: C4-C12 ND 1A mg/Kg 1 8/4/200909,55 PM Sun: Bromo0uarobenzene ff D) 94.4 59-145 %REC 1 8/4/200909:55 PM CBS BY GC/ECD EPA.3550B EPA 8082 QC Batch; 57129 PrepDate: 85/2099 Analyst:: BB Aroclor 1016 ND 16 pg)Kg 1 8?Y2009 12:42 AM Arocbr 1221 ND 33 pg/Kg 1 8+7/2009 12:42 AM Arocfor 1232 ND 16 pg/Kg 1 817t2009 12:42 AM Arodor 1242 ND 16 pg/K9 1 8l7/2000 12:42 AM Aroclor 1248 ND 16 ug/Kg 1 8/7/200912:42 AM Aroclor 1264 ND 16 pg/Kg 1 8/72009 1242 AM Aroclor 1260 ND 16 pg/Kg 1 8/7/200912,42 AM Aroclor 1262 NO 16 pg/Kg 1 817/200912::42 AM Aroaor 1268 ND 16 pg/Xg 1 87/2009 12:42 AM chlorabiphenyl 91.9 30-124 %REC 1 8A200912:42 AM nioro-rrr xylene 72.8 40.118 96REC 1 8/7/2009 12:42 AM VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 8260E QC Batch: KO9V&145 PrepDate: Analyst: HH Runt),: MS4_090805A 1,1,1,2-Tetrachloroethane 1,1,1-TnchIoroelhane 1, 1,2,2•Telrachloroelhane 1,1,2•Trichloroethane Qualifiers: ND 5.0 ND 5,0 ND 5.0 ND 5.0 pg/Kg 1 pg/Kg p9/K9 pg/Kg 8/52009 12:33 PM 8/5/2009 12.33 PM 8/520091233 PM 8/52009 12,33 PM B Amble detertM m the associated Jtt'tAnd l 'IM& E Vahu n111k'N. iyikvittttatsua rangy fl Hnkltryt tunes for paper:moo or anmiys' NO Not Petered at tos Reponing tract S Spthe'Sotrogate ottimk oflimns due to mores c. D() Suntrgs* to Diluted Out Results are wet :Web others :se specified 32"5Ralma lrinlr,, Sip¢na/1/11/ C.=1 !11 7 of 68 fet: 4045 tar: 0989,404P Tab Order: Pi eject: Lab ID: Artabses Advanced Technology/ Laboratorie igtrtan C'ttns 1t n , In 1066685 SCE Newport, 602497-003 1066R5-003A Result ANALYTICAL RESULTS Print Date: /2.4ug-09 ample ED: B6 Collection Date: R;•`3(2009 9:52:110 t Matrix: SQL VOLATILE ORGANIC C POUNDS BY GC/MS RunID: MS4_0908058 1,1-Dichloroethane 1,1,01chloroethene 1,1-Dldttoropropene 1,2,3-Trfchorobenzene 1 „2,3-Trilloropropane 1.2,4-Trkhorobenzene 1,2,4-Tnmethymenzene 1,2-iphrarno-3-chloropropane 12-DEaromoethane 12•Dichlorobenzene 1;2-0Ichloroethane 1,2-Dichloropropane 1,3,5-Trimethylbemmne 1.3•Diehlorobenzene 13-DklJwopropane 1.,4-DicNoroberrzene 2,2-Dichloropropane 2-CNor000ene 4-Chiomoluene 44sopropyfrduene Benzene Bromcoenzene Bromodichoromethane Bromelorm 8romomethane Carbon tetracliorloe Crlprobenzene Cliksroethane Choroform Criorortmthane cis-.1.2-DidiloroeUene c1s.1,3-Dichloropropene DI -isopropyl ether Dlbromcchloromethene Dibromomethane Quatifurs: 8 Anatytt 4ertro d M t5 Ho&Gu4 tunes for preparnoon or analysis es Spta: SunatsCc outvote oltimirs due to uantri 11U Surrogate EPA 8260E OC Batch' K09V5145 PrepDale: ND 5.0 pg/Kg ND 6,0 pg/K9 NO 5.0 1/9)K9 NO 5.0 pg6G9 ND 5.0 pg/Kg. ND 5.0 14lt9 ND 5.0 1194C9 ND 10 pg/Kg ND 5,0 pgMg ND 5.0 pg/Kg NO 5.0 pg/Kg NO 5.0 pg/Kg NO 5.0 pg/Kg NO 5.0 NO 5,0 ND 50 NO 5.0 ND 5.0 ND 5.0 ND 5,0 ND 50 NO 5.0 ND 5.0 ND 5.0 ND 5.0 ND 5.0 ND 5A ND 6,0 ND 5.0 ND 5.0 NO 5.0 NO 6.0 ND 5.0 ND 5.0 ND 5.0 adrr/rnrd Jrclmo Laboratories 8 of 6 pg/Kg p9'K9 p9/K9 9M9 pg/K9 P9/K9 p9M9 pt1M9 pg/Kg 119/K9 pgMg pg/Kg pg/Kg p9/K9 pg/Kg pg/K9 Revultsasc see¢ unkse 51datt4. Analyst: HH 8/5/2009 12.33 PM 6/5/2009 1233 PM 8/5/200912:33.PM 8/5/200912';33. PM 8/5/2009 12:.33 PM 815/2009 12:33 PM 8/5/200912 33 PM 069 12.33 PM 15/2009 12:33 PM 12a33 PM 8/5/2009 12:33 PM 8/5/2009 12:33 PM 8612009 12'33 PM 8(5/200912:33 PM 8/5/2009 12:33 PM 8/5/200912:33 PM 33 PM I?5! 845204£ 815/200912 8/5/2069 12:3 8/5/2009 12:33 PI 8/5/2009 12'33 PM 8/5/2009 12.33 PM 8/5/2009 12':33 PM 8/5200912:.33 PM 815200912'i33 PM 815/2009 12'33 PM 815/2009 12 33 PM 8/5/200912::33 PM 815/2009 12 33 PM 8/5/2009 12'33 PM 8/52009 12-:33 PM 8/5/2009 12t33 PM KC -1 90'S5 Tel: 362. 9S9.404 f-ax,7 462.989..40411 Advanced Tech CLIENT:_„w., Lab Order: Project; Lab ID: Analyses aboratories Inc, 106685 SCE Newport,602497-003 106685-003A Result ANALYTICAL RESULTS Print Date: 12-Aug-OP Client Sample ID: B6-5 Collection Date: 8/3/2000 9:52:00 AM Matrix: SOLI Qua' Units Dr Date Analyzed VOLATILE ORGANIC OMPOUNDSBY RunlD' MS4_090805A QC Batch: K09VS145 Dtddorodlfluommethane Ethyl Tert-butyl ether Ethylbenzene Hezacflorobutadlene Isopmpylbenzene m,p-Xylene Methylene chloride MTBE n-Butytbenzene n-Propylbenzene Naphthalene oAylene secButylbenzene Styrene Tent amyl methyl ether Ted -Butane! lart•8uty>henzene Telradhtoroet ene Toluene cans-1,2-Dtc hloroelhene Tr1Ulioroethene Trichtomfluoromethane Vinyl chloride Surr. 1,2-Dlchlomethaned4 Sure: 4-Bramofluorobenzene Surr: Dibromofluoremethene Suns. Tokrene48 SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 RunID; MS 13_090805A QC Batch: 57085 1.2, 4-T richla robenzene 12-Dichlorobenzene 1,343lchlombenzene 1,4-Dlrhlorobenzene 2,4,5-Tdchlorophenol Qualifiers: 8 Amilytc drlcet H Holding Lune, h r preparation to anal} S 5l+ikr+'4unt/;atr 0ir€+1d DP Sum+gait DIuted Out ,ldh anted Ierbnnbndp L,h&atardn ND ND ND ND ND t ".S 'pilau/ ND 5.0 ND 5.0 ND 5.0 ND 6,0 NO 5.0 ND 10 ND 5.0 ND 5.0 ND 5,0 ND 5.0 ND 5.0 ND 5.0 ND 5,0 NO 5.0 ND 5,0 ND 100 ND 5.0 ND 5,0 Nil 5.0 ND 5.0 ND 5,0 ND 5.0 ND 50 109 70-130 99.8 70-130 113 70-130 109 70-130 EPA 82808 PrepDatei p9/K9 1 pg/Kg 1 pg/Kg 1 pg/Kg 1 P9/K9 1 pg/Kg 1 Ng/K9 1 pg/Kg 1 POP 1 pg/Kg pg/Kg 1 p9/K9 1 P9 K9 1 p9/K9 1 P9/K9 1 p9/K9 pg8t9 1 1rg/Kg 1 pglK9 1 P91Kg 1 pg/Kg 1 N9/Kg 1 pg/Kg 1 %REC 1 %REC 1 %REC 1 %REC 1 EPA 8270C PrepDate 330 pglKg 1 330 pgM9 1 330 pg/Kg 1 330 pg/Kg 1 330 pg+1(g 1 9 of 68 ND Not Downed m hkt: Rut Refute are wet udvss old Analysts NH 8r5/200912:33 PM 8/5/200912;33 PM 8/5/2009 8/5/200912:33 PM 8/520091233 PM 8/5/2009 12:33 PM 8/5/2009 12:33 PM 8/5200912.33 PM 8/5/2009 12,33 PM 00912:33 8/5120 0 8i5/200912'33 PM 8/5/200912:33 PM 8/5/200912:33 PM 8/5/2009 12:33 PM 8/5200912t33 PM 8/5200912:33 PM 8/5200912:33 PM 8/5/2009 12:33 PM 8u512009 12:33 PM 8/52009 12:33 PM 8+5/2009 Analyst, DMP 8/5/2009 0402 PM 8/5/2009 04:02 PM 8/5/2009 04;02 PM 8/5/200904.02 PM 8/5/2009 04:02 PM 7t:^/ 56291, 7'ur 562,989.1Ut40 Advanced Technoloizv Laboratories CLIENT: Leig1 to Lab Outer: 106685 Project: Sl Newport„602497-003 106685-003A Analyses 1'QL Quail Units VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550E EPA 8270C RunID: MS 13 090806A 24,6•Tdchtorophenol 2.4•Dichloropherrol 2„4-DtmethylphenoI 2,4-0initrophenoi 2,4-Dlnerotaluene 2;8-Dlreleotoluene. 2-Mothytpts loP Ntraanb 2-NNrophenot 3,3'.Oicforobenxidina 3-NMrouniare. 4,6-Drone-2-roethyiphenol 4-Brorrtopherryl•phenylother 4Chloro-3-meth*henel 4-ChlorpanM(ne 4-Chlorophenyt-pheny4ether 4-Methytphenot 4NitroarJMne 4-M9opheno4 Acenaphthene Acenaphthy4ene Anthraceno Benaldlne (M) Benzo(a)enthracene Benza(a)pyrene Benzo(b)lluoranthene Benzo(9,h,i)pe rytene 8enzo(h)fluoramhGne Rename add Benz,/ &Imhof Bms(2t911oroethoxy)rne h&vae BIM 2-chbraethyt)ethor DC Batch:: 57085 NO ND NO ND ND NO ND ND ND 36666Q000QW666 660 330 330 1600 330 330 330 330 330 1600 800 330 330 Qualifiers:I4.... Ambit denMethod. Blank t i Flottims times or preparation a' analysis exceeded 5 Sptke'Snnc+pte ttmade of !unite due to matrix tmertetenee (X) Surrogate Ottawa Out 3275 Fist MI Avenue, Si4nal Hill. 10 of 68 p9/Kg p9M9 p9M9 p9/K9 u9/Kg pgiK9 WM9 9M9 'loco pa/Kg p0'K9 pg/Kg p9M9 p9/K9 p9/Kg tag/Kg p9/K9 p9M9 1/9/K9 p9/Kg p9M9 p9M9 110/K9 p9M9 ANALYTICAL RESULTS Print. Date::12-Aug-09 009 9..52:00 PropDale:. 8/62009. Analyst: DMP 009 04:02 PM 2009 04t02 PM 8/5/2009 04:02 PM 1 8/52009 04:02 PM 1 815/2009 04:02 PM 1 8/5/2009 04:02 PM. 1 8/5/2009 04:02 PM 1 8/52009 04::02 PM 8/52009 04,02 PM 1 B/51200904;`02 PM 1 8/5/2009 04:02 PM 1 8/512009 04:02 PM 1 8/5/2009 04:02 PM 1 8t51200904'02 PM 1 8/520091i4:02 PM 1 815/2009 04-02 PM 1 8r5/200904:02 PM 1 8/5/200904:02 PM 1 8/5t2009 04:02 PM 1 8/5/2009 04:02 PM 1 8/5/2009 04:02 PM 1 8/5/2009 0402 PM 1 8/5/20090402 PM 1 8/5/2009 0402 PM 1 8/51200904,02 PM 1 8/5/2009 04:02 PM 1 8/5/2009 04:02 PM 1 8/5/2009 04::02 PM 1 8/5/2009 04:02 PM 1 8/5/2009 04:02 PM 1 8/5/2009 04;02 PM 1 8/5/2009 04:02 PM 1 815/2009 04.:02 PM 1 8152009 04:02 PM 1 8/5/2009 04:02 PM tek 561 989.4045 1°11.x; 562.989.408 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab LD: 106685-003A Analyses ANALYTICAL RESULTS Print Date: 12-Aug-69 Client Sample ID: B6-5 Collection Date: 8/3/2009 9:52:00 AM Matrix: SOIL Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550E EPA 8270C RunID: MS 13 090806A OC Batch. 57085 PrepDate: 8/5/2009 Analyst': DMP Bls(2-chloroisopropy0other 8`is(2ethylhexyllphthaIate Butylbenzylphlhalate Chrysene Di-n-but 4phthalate Di-n-octylphthalate Dibenz(a,h)anthracene Dibenzofuran Dielhylphlhalate Dimethylphthalate Fluoranthene Fluorene Hexachiorobenzene Hexachlorobutadlene Hexachlorocyclopentadiene Hexachloroethane Indeno(1,2,3-cd)pyrene Isophorone N-NIIrosod?-n-propylamine N-Nltrosod iphenylamine Naphthalene Nitrobenzene Pentachlorophenol Phenanfhrene Phenol Pyrene Burr, 1,2-Dichlorobenzene-d4 Sun: 2,4;6-Tribronwphenol Surr 2-Chlorophenol-d4 Sun: 2-Fluorobiphenyl Surr: 2-Fluorophenol Sun:: 4-Terphertyl-d14 Sun: Nitrobenzene-d5 SurrPhenol-d5 Qualifiers: ND 330 pgMg 1 8/5/2009 04'02 PM ND 330 pgMg 1 8/5/2009 04:02 PM NO 330 pg/Kg 1 8/5/2009 04:02 PM ND 330 p9M9 1 8/5/2009 04:02 PM ND 330 pg/Kg 1 8/5/2009 0402 PM ND 330 pg/Kg 1 8/5/2009 04:02 PM ND 330 p9Mg 1 8/5/2009 04:02 PM ND 330 pgM9 1 8/5/2009 04:02 PM ND 330 pgkg 1 8/5/2009 04:02 PM ND 370 pg/Kg 1 8/5/2009 04:02 PM ND 330 pg/Kg 1 8/5/2009 04:02 PM ND 330 pgMg. 1 8/5/2009 04:02 PM ND 330 pg/Kg 1 8/5/2009 04:02 PM ND 660 pgMg 1 8/5/2009 04:02 PM ND 660 pg/Kg 1 8/52009 04:02 PM ND 330 pg;,Kg 1 8/5/2009 04:02 PM ND 330 pg/K9 1 8/5/2009 04:02 PM ND 330 PBMS 1 8/5/2009 04:02 PM ND 330 pg/Kg 1 8/5/2009 04:02 PM NO 330 pg/Kg 1 8/5200904:02 PM ND 330 p9/K9 1 8/52009 04:02 PM ND 330 pg/Kg 1 8/5200904:02 PM ND 1600 pg/Kg 1 8152009 04,02 PM ND 330 pg/Kg 1 8/5/2009 04 02 PM ND 330 1.19/K9 1 8/52009 04:02 PM ND 330 pg/Kg 1 8/520090402 PM 59.3 49-103 %REC 1 8/5/2009 04:02 PM 82.0 47-129 %REC 1 8/5/2009 04:02 PM 67,1 54-109 %REC 1 8/52009 04:02 PM 68.6 59-108 %REG 1 8/5/2009 04'02 PM 66.9 50-111 %REC 1 8/5/2009 04'02 PM 82 7 58-135 %REG 1 8/5/2009 04:02 PM 63.9 54-115 %REC 1 8/5/200904:02 PM 68.9 58-112 %REC 1 8/52009 0402 PM B Analyte detected in the assocuaed Method Binnk 11 Fielding times for preparation or analysis exceeded S Spike/Surrogate outside of limits duo to matrix interference DO Surrogate Diluted Out ,Id anecd 7ech/ao/oar Laboratories 1rl E Value above quantimtion range ND Not Detected at the Reporting Limit Results arc wet unless otherwise specified :e, Signal /ii11, CA 907,15 'Tel: 62, 989.40./5 Facr 1ra2„9,t9.441W0 11 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12-Aug-09 CLIENT: Leighton Commlung. Inc Client Sample ID: R7-GW Lab Order 106685 Collection Date: 8/3/2000 10.55:00 Am Project: SCE Norport. 602497-003 Matrix: GROINDWATER. Lab ID: 106685-005A Analyses Result PQL Qual Units DE Date Analyzed HYDROCARBON CHAIN ID NYIFICA EPA 80158 RunID GC6_090804A OC Batch109VW0134 PrepDate Analyst: SD 17R Hydrocarbons: C4-C12 NO 0.20 mg/L 1 8/4/2009 05:58 PM Surr Bromonuorobenzeno (FID) 90 4 71-130 %REC 1 8/4/2009 05 58 PM Quantim,8 M4tyte detected to the asseetated Method Plank II Hokling times for emulation or analysttutu:tact Spitatatomate *etude of limas due at mon, mterferettate DO &onto Diluted Om triranced ti.chisoloto Tabora/one. 1, Value above seettuttion most ND Not Defaced Jttht Rerrtinbout Reottits ate UNA ettlesa Won de epee:dial 3275 Walnut Avenue, Signal 11111, C4 90755 Id: 562, 939,4045 Fax: 562„989,4040 12 of 68 Advanced TechnololTv Laboratories ample Lab Orden i0& #35 Collection Date: R: =2009 10:55:00 AM Project: Sf E Nn%pon 602497-003 Mattis: GROUNDWATER Lab ID: Analyses %suet PQI Qual G`nits DF ANALYTICAL RESULTS Print Date: 12-Aug-09 HYDROCARBON CHAIN IDENTIFICATION RunID: GC16 098808F T/R Hydrocarbons:: CB-C10 T/R Hydrocarbons: C10•C18 T/R Hydrocarbons C18C28 T/R Hydrocarbons.C28-C36 T/R Hydrocarbons:: C3&C40 T/R Hydrocarbons:. CS-C40 Total Sum p.Terphenyt QUAlifiers: 1 S SpdcrSwrogatr outside <( D0 Surrogate Diluted Our EPA 3510C EPA 801513(M) QC Batch: 57067 PrepDats: 8/4/2009 Analyst: CBR ND 0.20 mg/L 1 8/8/20090649 PM ND 0.20 mWL. 1 8/6/2009 06'49 PM ND 0.20 mg/L 1 8/6/200906:49 PM. ND 920 mg/L 1/316/2009 06':49 PM NO 0.20 mg/L 1 8/6/200906t49 PM ND 0.20 mg& 1 8/6/200906:49 PM 80.2 35-131 %REC 1 8/6/20090849 PM atritvc gwrmitntu Not Detected at tha Reporting Limn Results are wet unless oWenvi±e specified 32,75IIa out AVenut. r.Sigrtal t1i7P« t 4 91F",FS` F'ta; 502 M9 4O45 fla:.56d.9394040 13of68 Advanced Teclenolo Laboratories ANALYTICAL RESULTS Print Date: 12-Aug-09 Leighton Consuliing.. Inc Client Sample ID B7-GW CLIENT: Lab Order: Project: Lab ID: Analyses 106685 SCE Newport, 602497-003 106685-005C Result Collection Date: 8/3/2009 10:55:00 AM Matrix: GROUNDWATER PQL Qnal Units DP Date Analyzed PCBS BY GCIECD RunID: GC4_090807A Aroclor 1016 Aroclor 1221 Arocior 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1288 Sun- Decachlorobiphenyl Surr Tetrachloro-m-xylene Qualifiers: EPA 3510C QC Batch 57126 ND 0..50 ND 1.0 NO 0.50 ND 0.50 ND 0,50 ND 0.50 ND 0.50 NO 0.50 ND 0.50 81,7 29-130 92.2 48-126 B Anatyte 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 1 Maiming, .abnra/o,ies --_. 11'alnut 14 of 68 EPA 8082 PrepDate: 8/6/2009 Analyst: BB pglL 1 8/712009 11;:30 AM pg0. 1 8/7/2009 11.30 AM pg/L 1 8/7/2009 1130 AM pg/L 1 8/7/2069 11;30 AM pg/L 1 8/7200911:30 AM pg/L 1 817/2009 11.30 AM pg/L 1 8/7200911:30 AM pg/L 1 8/7/2009 11:30 AM pg/L 1 8/7/2009 11:30 AM %REC 1 8172009 11:30 AM %REC 1 8/7/2009 11:30 AM E Value above quantitaaon tangs ND Not Detected at the Reporting taint Results are wet unless otherwise specified 90755 Id: 562. 989,a Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc, Lab Order: 106681 Protect: SCE Newport, 602497-003 Lab ID: 106685.006A Analyses Result. AN, riCAL RESULTS Print Date: 12-Aug-09 lent Sample ID: I37.2 Collection Date: 813/2009 10:33:00 AM Malls: SOIL DE Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunID; GC16_090806C T/R Hydrocarbons: 8-C10 T/R Hydrocarbons, Cl T/R Hydrocarbons: C18-C28 T/R Hydrocarbons' C28-C38 T/R Hydrocarbons. C36-C40 T/R Hydrocarbons:' C8-C401'otal Stir: p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION QC Batch: 57087 ND 10 ND 10 NO 10 ND 10 ND 10 ND 10 92.7 57-144 RunID: SC2_0908048 QC Balch;: E09VS248 T/R Hydrocarbons: C4-C12 ND 1.0 Sun-. Bromolborobenzene (FfD 97:3 59-145 PCBS BY GCIECD Arodor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Arodor 1262 Arocbr 1268 Star: DecacMorobiphenyl Sort .: Decactdorobghenyl Suer. Tetraddao-maybne Suer': TetmdNoro-m-zylene EPA 3550 QC Batch: 57129 ND ND ND ND ND 360 ND ND NO 95-9 102 97.3 69.6 VOLATILE ORGANIC COMPOUNDS BY GC/MS 16 16 33 16 16 16 30-124 30-124 40-118 40-118 RunID'. MS4 090805A QC Batch: K09VS14 1,1,1,2-Tetrachbroeltane 1,1,1-Tdchloroethane Quantum 13 Analysekis-we ND ND 11 1luldm8 tunes for preparation asron or analysis extort S Sgtke>>+Sunnente outside or limns due to mum uttertrnme EX) Surrogate Daum' Out NA a,,ctd 7erhealnpr oratorio EPA 8015B(M) Prep0ate. mg/Kg mg/Kg mg7Kg tong m9/K9 mg/Kg %REC EPA 8015B 1 1 1 1 PrepDatot mg/Kg 1 %REC EPA 8082 pg/K9 p9/K9 pg/K9 p9M9 pg/K9 %REC %REC %REC %REC PrepDFde'. 1 1 1 1 1 EPA 82608 PrepDate• 3275 Walnut .4Ven/re, Signal Ihll, 15 of 68 p9/Kg pg/K9 E ....Value slant q ND Net Detected al the Rt. Remits are wet ttntwws,wkrrnaea . aped ficd 1 1 1 2 8/5/2009 Analyst, CBR. 8/6/2009 03:43 PM 8/6/2009 03:43 PM 8/6/2009 03:43 PM 8/82009 03:43 PM 8162009 03:43 PM 8462009 03:43 PM 8t6t2009 03:43 PM Analyst:. KHN 8/4/2009 10:09 PM 8/42009 10:09 PM 09 90111 A B/72009 01.11 AM 8/7/2009 01'11 A 8/7/2009 07:38 AM 8/72009 01.11 AM 8172009 01:11 AM 87/2009 01.11 AM 872009 01:11 AM 8/7/2009 07,:38 AM 817+200901.11 AM 877,2009 07:38 AM Analyst: HH B/5/2009 12:17 PM 8/5/2009 1717 PM 9r55 :rood: 162, 989 4//45 Few 562 959,di74 Advanced Technology Laboratories CLIFSTt......„ LeightenConsulting, Inc, ..�_ Lab Order: Project: Lab ID: Analyses 106685 SCE Newport, 602497-003 106685-006A Result ANALYTICAL RESULTS Print :Date: 72-Aug-09 Client Sample Collection Date: • PQL Quid L'anita 0 VOLATILE ORGANIC COMPOUNDS BY RUM°: MS4„090805.4 1,1,2,2•Tetrachlomethane 1,1,2-Trichloroetharte 1,1-Dichloroethane 1;1-Dic31loroenrone 1,1.,DiWoropr000ne 12,3-TrIt urobenzene t „2,3•Trichioropmpane 1,2,4.Trichlorobonzene 1,2:4-Tnmethylbenzene 12•DlbromoJ-chIompropene 1,2-°ibromoelnane 1,2-0ichlorebenzene +,2-DidilomeOwne 1;2-01chloroptopene 1,3,5-Trimethylbenzene 1 ,3-Dichlorobenzene 1,3-°;chloropropane 1,4..Dichlorobenzene 2,2-04th10mprnpane 2-C61e4o1oksw 4c#dorotoluene 4-lsopropyltolueno Benzene Brorrobanzene Bromodichlommethane ammo -form Bromomelhane Carbon letmdtk tide Chlorobenzene Chlaroethane Chloroform Chloromethane cis-12-DIchioroethene cis-1,3-Didl oropropene DI -isopropyl ether OC Batch: K09VS145 NO 5.0 ND 5.0 NO 50 NO sfl ND 5,0 ND 5.0 ND 5.0 ND 5.0 ND 5.0 ND 10 ND S.0 ND 5.0 ND 50 ND 5.0 ND 5.0 ND 5,0 ND 5.0 ND 5.0 ND 5-0 ND 5.0 ND 5.0 NO 5.0 NO 5.0 ND 5.0 Np 50 ND 5.0 ND 5.0 ND 5.0 ND 5.0 ND 5.0 ND 5.0 ND 5.0 ND 5.0 ND 5.0 ND 5.0 Qaal hers: I Ana le detected in the asvc4rnted Method Blank H Holding times for preparation or analysis exceeded S Sp+kr Surmgvte outwear or lima due to moms totalcerA a DO Samtrste°duted Out .tiltanent tiv!mota,g' 1.5560 fflre`.r 16 of 68 EPA 8280B PropDate petke pg/Kg mg/Kg pg/Kg pg/Kg P9rK9 pg/Kg pWK9 p9/KR p4/K0 p9 K0 p9'K9 p9/K9 p9/K9 p9/K9 pg/Kg PO1K9 14Kg p9'K9 p9 cn p94(9 pOta pg/Kg 1r& K9 pg/Kg p9/K9 Analyst: HH 1 8/5/20091217 PM 1 8/5/2009 12:17 PM 1 8/5/2009 12:17 PM 1 8/5,200912;"".17 PM 1 85240912 17 PM t 8/5200912:.17 PM 1 805/200912'17 PM 1 8/5/2009 12'17PM 1 8/5/200912:17 PM 1 8/5/200912,17 PM 1 8/5/2009 12 11 PM 1 8/512009 12.17 PM 1 8/5200912.17 PM. 1 8et'a/200912.17 PM. 1 8/512009 12:17 PM 1 8/5/200912;17 PM 1 8/5200912:17 PM 1 8/5/2009 12,17 PM 1 8152009 12:17 PM 1 8/5200912.17 PM 1 8/5/200912:17 PM 1 815200912:17 PM 1 8/5200912:17 PM 1 8/5200912,17 PM 1 8151200912-17 PM 1 8/512009 12`.17 PM 1 815200912„17 PM 1 8/5/200912i17 PM 1 8/5/200912,17 PM 1 8/5/2009 12[17 PM 1 8/5/2009 12.17 PM 1 8/512009 12;.17 PM 1 8/512009 12.17 PM 1 815200912.17 PM 1 8/5/2009 12.17 PM f: V Iue above quantttnerm range ND NH Detected at the Rationing Lima Revolts are wet unless o111kt*Wte specified ./4:562. 954,+1045 tree 542.9,99.4649 Advanced Technology/ Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 10668 5.005A Anatyses ANALYTICAL RESULTS Print Date: 12-Aug-09 Client Sample ID; 137-2 Date. 8/3i2009 10.33.00 AM Matrix: SOIL Result PQL Qual Units PE Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunlDl: M54_090805A EPA 82608 OC Batch r KO9VS145 PrepDate: Analyst: MI Dlbmmocbloromethane ND 5.0 pg/Kg 1 8/5200912:17 PM Dlbromomethane ND 6.0 pg/Kg 1 8/5/2009 12:17 PM Dlchlorodlfuoromethano ND 5.0 pg/Kg 1 815/200912,17 PM Ethyl Tert-butyl ether ND 5.0 yl9/Kg 1 8/5/2009 12:17 PM Ethythenzene NO 50 14g1K9 1 8/5200912:17 PM Hexechlorobutadlene ND 5.0 pgMg 1 8/52009.12,17 PM tsopropylbenzene Ni) 5.0 pg/Kg 1 8/5200912,17 PM m,P^XNene ND 10 pg/Kg 1 8/5/2009 12:17 PM ylene chloride ND 5.0 pg/Kg 1 8/5120091217 PM ND S:0 pg/Kg 1 8/5/2009 12::17 PM 1benzene NO 5 SI pg/Kg i 8/52009 12'17 PM n-Propylbenzene ND 8,0 pg/Kg 1 8/5200912 17 PM Naphthalene NO 50 pg/Kg 1 8/5200912;17PM o-Xy4ene NO 5.0 1191K9 1 8/5200912:17 PM sec -But lbenzene ND 5.0 IQIK9 1 8/5/2009 12:17 PM Styrene ND 5.0 pg/K9 1 8!5/200912,:17 PM Tertamyl methyl ether ND 5-0 1101C9 1 852009 12:17 PM Teri-Butanoi ND 100 009 1 8E5E2009 12:17 PM led-Bulylbenzene ND 5.0 pg/Kg 1 8/5200912..17. PM Tatrachlomethene ND 5.0 pgMg 1 8/5/2009 12:17 PM Toluene ND 5.0 pg/Kg 1 8/5/2009 12:17 PM itana�1,2-0'ichforoethene NO 5.0 pg/Kg 1 8/5/2009 1217 PM Trlchloroethene ND 5.0 pg/Kg 1 8/5/200912;:17 PM Tdchlomfuoromethane ND 6.0 pg/X9 1 8/5200912:17 PM Vinyl chloride NO 5..0 14g/149 1 8/5200912'17 PM Surr 12-Dichloroethaned4 109 70.130 %REC 1 8/520091217 PM Sum ;:4-Bromo uorobenzene 98..8 70-130 %REC 1 85/200912:17 PM Sur- Dibmrnofuorornethane 53.7 70-130 S %REC 1 8152009 12:17 PM Star„ Totuened8 105 70-130 %REC 1 8/5200912:17 PM SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550E RunID: MS 13_090805A OC Batch.. 57085 1,2,4-Trichlorobenzene ND 12-01chlorobenzene ND 1,3-0ichtorobenzene ND ()aunt,: B,.,.. Archie do H tiutdleg macs fiat prnparatCnn or ana:ysis out S SpLe tnepte G,b1dr uftuuitr due to maths If MU: Rem DO Sunmp#te Dilut*l CM. EPA 8270C ancorl 7M711xrla taboratortcv C. PrepDate: 8/5/2009 Analyst: DMP 330 pg/Kg 1 8/5/2009 08:38 PM 330 pgMg 1 85/2009 08:38 PM 330 pg/Xg 1 8/5/2009 08:38 PM 3775 Walnut Avenue, Signal cliff CA 90755 7e1: 562. 9894045 Tr/ca', .4',„.Q89,1140 17 of 68 Advanced Teehnolo; Laboratories CLIENT: Lab Orden Project: Lab ID: Analyses hton Consulting. Inc., 8 SCE Newport, 002497-003 106685-OO6A Result ANALYTICAL RESULTS Print Date: 12-Aug*09 • B7-2 Collection Date: 8,3'2000 I033i00 AM i4fatria: SOIL Qual :pulps DF Analyzed SEMIVOLATILE ORGANIC CO POUNDS BY GCIMS EPA 3550B RunlO. MS 13090805A QC9atch: 1 4 D ctilo itrene 2,4.5-Trdllorophenol 24.6-Tnrltlorophencl 2:4-Dichlomphenel 2:4 Dimdhytphonol 2;4-Dialtrophenol 2,4 Dinlrotolvene 2,&Dinityotoluane 2-Chlom#aphthelene 2-C+'lorophenol 2•6Aethyhinphtnatene 2-Meth/phenol 2-65troar,i /no 2-Niuophenal 3,3 `-Dichlarobenzidne 3-Ntroanilne 46-Diftro-2-nlelhylphenol 4-Bmmophenyl-phenylether 4-CNoro-3motnyiphenol 4-Chtoroanfne 4-Chlomphenyl-phenylether 4-Methylphenol 4-Nttroanlline 4-Ntltophenol Acenaptehene Acenaphthyrene And scene Benzidine (M) Benza(a)anthracene Benzo(a)pyrene Benz* )luoranlhene 8enzo(g.h, i )perytene BenzoiM)8uayanthene Benzoic acid 8enzyl alcohol Qua68cr4; .l fl de Bolding tim*s for 4 Spil trSunogaoe /mold 1`N,) Surrogate DlutedOut Trrhualaat lies wK 330 330 330 1600 330 1600 330 330 67085 ND ND ND NO NO NO NO ND ND ND ND 330 pg/Kg. ND 1800 pgtKg ND 330 pg7Kg ND 660 pg/Kg ND 1600 pgIK9 ND 1800 Pg=Kg ND 330 t1g+Kg NO 660 pg/16g ND 660 {r@8t9 NO 330 pg/K9 ND 330 pg/Kg ND 1600 pg/Kg ND 1600 pg/K9 ND 330 µg/Kg ND 330 PgrK9 ND 330 p9N(9 ND 1600 Pg/Kg ND 330 P9/Kg NO 330 Pg/K9 ND 330 P9/K9 ND 330 1(19lK9 ND 330 pgMg ND 1600 pg/Kg ND 660 pg/K0 EPA 8270C PrepDate: ng/Kg i*K9 PO/Kg pg/K9 pg/Kg pg/K9 v9/Kg p0/%9 14)92 pg/Kg N9^*9 8/52009 Analyst:OMP 1 8/5/2009 08,38 PM 1 8/5/2909 0838 PM 1 8/5/2009 08'38 PM 1 8/5/20090El38 PM 1 8/52009 08:38 PM 815/2009 08.38 PM 1 W6/2009 08:38 PM 1 8/5/2009 08.38 PM 1 8/52009 08.38 PM 1 8152009 0838 PM 852009 08,39 PM 1 8&52009 08:38 PM 1 8/52009 ti8.38 PM 1 8/5/2009 08:38 PM 1 8/5/2009 08:38 PM 1 8/52009 08:38PM 1 8/52009 0838 PM 1 8/52009 08:38 PM 1 8/5/2009 Oa 38 PM 1 8/5/2009 08'38 PM 1 8/5/2009 08.38 PM 1 8/5/2009 08:38 PM. 1 8/5/2009 0838 PM 1 8/52009 08'38 PM t 8/52009 0838 PM 1 8✓52009 08::38 PM 1 815/2009 08 38 PM 1 8/52009 08:38 PM 1 8/5/2009 0838 PM 1 8/62009 08::38 PM 1 8/520090 ,38 PM t 815/2009 08:38 PM 1 8/5/2009 08:.38 PM 1 815/200908.38 PM 1 8/52009 08:38 PM [Hill, C4 90755 T01: 562, rp89.t//k 5 Fut. 542,9$9.4040 18 of 68 Advanced Technology Laboratories CLIE v t`: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-006A. Analyses ANALYTICAL RESULTS Print Date: /2-Au -09 tieniSatnpleiD: B7-2 Collection Date: 8 3'2009 10:33:00 Mattis: SOU. Result PQL (just Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550E OC Data: 57085 PrepDate:. 8/512009 Analyst:: DMP Rune MS13_090805A EPA 8270C 2-chloroelhoxy)methane ND 330 pg/Kg 1 8/5200908€38 PM �roethyl)ether ND 330 Pg/R9 1 8/5200908:38 PM isopmpyl)ether ND 330 pg4(g 1 8/5/200908°,38 PM xyl8ththalata ND 330 p9/K9 1 8r5/200908,.38 PM Buly3otvrazytphllaatate ND 330 pg/K9 1 8151200908.38 PM ND 330 119X9 1 8/512009 08.38 PM D-n-bulytphthalate ND 330 pgMg 1 8/5200908,38 PM DFn-actyiplghatate ND 330 pg/Kg 1 8/5200908:38 PM Oibenz(e,h)anOrcacene NO 330 pg/Kg 1 8/5/200908.38 PM Dibenzofuren ND 330 pgMg 1 8/5200908:38 PM Dlelhytphtt slate NO 330 pg/Kg 1 815/200968:38 PM Oimelhytphltralete NO 330 PO/Kg 1 8/5/200908.':.:38 PM Fluo2mhene ND 330 pg/K9 1 815/200908;:38 PM Rowena ND 330 p9IKtr 1 8/5/200908.38 PM Hexarhlorobenzene ND 330 pg/Kg 1 8/5/200908,38 PM Hexachlorobutadiene ND 660 pgMg 1 8/5200908.38 PM Hexechlorocycbpentadtene ND 880 pgMg 1 8/5/200908:38 PM Hexachforoethano ND 330 pgMg 1 8J5/200908:38 PM Indeno11.2.3-ca)pyrene NO 330 meixe 1 8?512009 08,38 PM Isophorohe ND 330 'ova 1 8a`52009 08:38 PM N-Nitrosodl+rpropy$amine ND 330 pgiM1t11 1 8'5200908:38 PM N-Ngrosodlphonyiamine ND 330 Pg/K9 1 8/5/2009 08:30 PM Naphthalene ND 330 pance. 1 8/5/2009 08c38 PM Nitrobenzene ND 330 p9/Kg 1 815/200908:38 PM Pereachbmphenol ND 1800 pg/Kg 1 8/51200908.38 PM PhenanCuaae ND 330 PfeK0 1 8152009 08:38 PM Phenol ND 330 119/1(9 1 8/5200908:38 PM ND 330 pg/Kg 1 8152009 08,38 PM 676 49-103 %REC 1 8/5/2009 08:38 PM 9.32 47-129 S %REC 1 8/5/2009 08:38 PM 37.2 54-109 s %REC 1 8/5/20090838 PM 75.:1 59-108 %REC 1 8/52009 08.3E PM 25.8 50-111 $ %REC 1 8/52009 08:.38 PM 86.7 68-135 %REC 1 8/5200908.38 PM 71.4 54-115 %REC 1 8/5/200908'38 PM Prene Surr:1,2-Dlchl ordbenzene-d4 Sure. 2,4,6-Tnbromophenof Sum. 2-Chlorophenold4 Surr2-Fluoroblpneny1 Sure 2-Fluorcmhenol Swr: 4-Terphenyl-d14 Sur : Nitrobenzene-d5 QuaVfi r 8 Malyte deteciexl to the a*ie+crated Method 81 f I Holding tuna tot pitpm:a Sn or anahnia extou ,xted S Sptk 'Sum:va x of aide of Hans drx to hapax entcrferetwo rx.) Swnngate Ditumsl Out id* anted 7t�<�har: 7-ate trorica 3275 H alntt Signal 11172,1124 99755 19 of 68 .4945 Fax: 562.989.,40 try ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 12-Aug-09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B7-2 Lab Order: 106685 Collection Date: 8/32000 10:33:00 Project: SCE Newpon, 602497-003 Matrix: SOIL Lab ID: 106685-006A Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 355DB EPA 8270C RurvID: MS 13_090805A OC Batch: 57085 PrepDate 8/512005 Analyst DMP Surr Phan()145 66,1 58-112 %REC 1 8/5/2009 08:38 PM Quomerr B Amble &Newel m Jw utsocutuut tthalloa Rho* It Holairs taco or preparation or analytaa exceeded S. SpikeNuttepte ottEitte :tEnnis due to watttx tatornme PC Surrogate Ranted Out te114.u.wed lechaolazt laboratorin E 'Value above quentaction. range ND Not lattsh:ted at the Reporting Licht Emits Att wet unless othervate sPCified t25 Wthrut .benfte, Signal 1101, C 90'55 502, 989.40a at' 562.989,41140 20 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project Lab ID: SCE Newport, 602497-003 )07A Analyses Result ANALYTICAL RESULTS Print Date: 12-Aug09 3tent Sample ID: D7.5 Collection Date: 8/3/2000 10,48:00 AM Matrix: SOU. Units DF Date Analyzed YDROCARBON CHAIN IDENTIFICATION LUFT RunID: GC16_090806C TIR Hydrocarbons: C8-C 10 T/R Hydrocarbons'C10-C18 T/R Hydrocarbons- C18-C28 T/R Hydrocarbons t C28-C38 T/R Hydrocarbons:: C36-C40 T/R Hydrocarbons: C8-C40 Total Sure. p-Tesphenyl HYDROCARBON CHAIN IDENTIFICATION QC Batch; 57087 ND ND 21 20 ND 57-144 EPA 8015B(M) PrepDale; 8/512009 Analyst' CBR 10 mg/Kg 1 8/6/2009 04:15 PM 10 mg/Kg 1 8/6/200904,15 PM mg/Kg 1 8/6/2009 04;15 PM mg/Kg 1 843/2009 04:15 PM 1119/K9 1 810/2009 04.15 PM mg/Kg 1 8/61260904;15PM %REC 1 8162009 04:15 PM EPA 8015B RunID: GC2_0908040 QC Batch- E00VS248 PrepDate:. Analyst: KHN T/R Hydrocarbons- C4-C12 ND 1,0 mg/Kg 1 8/4/200910,24 PM Sum Bromolluorobenzeno (FID) 94.,6 $9.145 %REC 1 8/4/20091024 PM PCBS BY GC/ECD EPA 35508 EPA 8082 RunID. GC5_0908068 QC Bach: 57129 Prep0ate: £y°0/2009 Analyst: BB Arerbr 1016 ND 16 pg,4Cg 1 817f20090141 AM Arasor 1221 ND 33 tlg/Kg 1 8±7±EW901::41 AM Arocbr 1232 ND 16 RglHg 1 8/7/20090141 Aht Arodor 1242 ND 16 pg/Kg 1 8/7200901r41 AM Arodor 1248 ND 16 {,g/Kg 1 817/2009 01:41 AM Arodor 1254 59 16 }Ig/Kg 1 8/7/200901:41 AM ArocIor 1260 ND 16 pg/Kg 1 8/7/200901:41 AM Aroclor1262 ND 18 pg/Kg 1 817/200901:41 AM Amclor1268 ND 16 pg/Kg 1 877/200901.41 AM Sure Decachlorobiphonyi 962 30.124 %REC 1 817/200901.41 AM Sure Tetrachbro-m-xylem 103 40-118 %REC 1 617/2009 01 41 AM lrtt tttrerl I canto/en', L1rhur;itntlea E Vatue above quantitWn range ND Not Detected at the Itgxrrting that Resu#s auwel huh a othat SpFFified 75 Ita1nu/.4vn/uc, Signa111i1/. (4 90755 21 of 68 Tel, 362. 910.4645 P`txc:562.+989 9 Advanced Technology Laboratories C INEPT: Leighton Consulting, In Lab Order: 106685 Project: SCE NewI rt, 602497.003 Lab ID: 106685=01 A Analyses Result ANALYTICAL RESULTS Print Date: 12-Aug-09 Client Sample ID: B8-G W„ Collection Date: 8i/2009 11:27;00 AM Matrix: GROUNDWATER DF HYDROCARBON CHAIN IDENTIFICATION EPA 8015B RunID: GC6_090804A DC Batch: 109VW0134 PrepDale. Analyst: BD T/R Hydrocarbons: C4-C12 ND 0.20 mg)L 1 81,1/200907,02 PM Sun. Bromofuorobenzene (FID) 90.,7 71-130 %REC 1 8f4/2009 07,02 PM Qualifiers: B ashy dotrad laths 4.ank+ ka d `viethod Bank H Iiohleng tutus tor prcpar0tuar or aSyso. exceeded S Ss'ila>11stnsmte outside Of 14444 due taaunc iMcth ''a44 00 Surn+gatx.. Dilated Out ell Itch a g 32:'5 0at.rll 22 of 68 F. Maple Sow swags ags NO Not Lactated at tim Ilspontnat Limit Results 31V Wet 44414 nhcmNtitit spec iced Irk 542. 9, 9..,O4;.1 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 6(12497-003 Lab ID: 106685-00913 Analyses ANALYTICAL RESULTS Print Date: 12-4zig-09 Client Sample ID: 13843W Collection Date: 8/3:2009 11:27:00 AM Matrix: GROUNDWATER Result PQL Qual Units DE Date Analyzed PCBS BY GC/ECD EPA 3510C RunID GC4_090807A QC Batch, 57126 Woolor 1016 kooks' 1221 Arector 1232 Awelor 1242 Aittior 1248 nodal- 1254 Anode( 1260 Aroctor 1252 Aroctor 1268 Surr Decachlorabiphenyl Sun-. Tetrachloro-m-xylene QusErten: EPA 8082 PrepDale 8/5,2009 Analyst: BB ND 0.50 pg/L 1 ND 1.0 P971- 1 ND 0.50 Kit 1 NO 0.50 9971- 1 ND 0 SO 09/1- 1 ND 0 50 pg)L 1 ND 0.50 PEA 1 ND 0.50 pg/L 1 ND 0 50 pg/L 1 84.2 29-130 %REC 1 87 2 48-126 %REC 1 87772009 12:00 PM 87/2009 12:00 PM 81772009 12'00 PM &MGM 12:00 PM 6772009 12:00 PM 817/200912:00 PM 877/2009 12.00 PM 8/7/2099 12 DO PM 87/2009 12 00 PM 817/2609 12 DO PM 8/7/2009 12 00 PM B amble dactsed in tlx este/doted Method Mani E. Valise share cpwastatkm range H Holding uses for preparattett auelystt cuddled ND Not Detailed .4 the Repotting Lone S Speoritornaetto utast& of lams due lu 11111111‘ 011‘,1 ferrate Results etc wet unten odscOnge swami DC) Sununu Diluted Out WI anted 'L1,0001045 tatormtrul 3225 Wainni Arrant, Skim, HA CA 90755 Tel: 562, 0804045 23 of 68 Fax: 562.9804040 Advanced Technology Laboratories CLIENT: Lab Order: Project: Lab ID: Analyses ANALY FICAL RESULTS Print Date: 12-Aug-09 rn Consulting, Inc. Client SampielD: B8 106683 Collection Date: 83/2009 11:27:00 AM SCAM Newport„ 602497-003 Matrix: GROUNDWATER 106685-009C Result PQL (,lnl Units Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C QC Batch. RunlO: GC16_090806P TIR Hydrocarbons: C8-C10 T/R Hydrocarbons C10-C18 T)R Hydrocarbons: C18-C28 T/R Hydrocarbons::: C28-C36 TIR Hydrocarbons:: C36-C40 T/R Hydrocarbons: C8-C40 That Sun: p-Terphenyt Qi Iifters: traced trchnoh, t 57087 ND 0.22 ND 0.22 ND 0,22 ND 0.22 ND 0.22 ND 0.22 74.2 35-131 EPA 8 PrepDate: mg/L 1 mg/L mg/L 1 mg/L 1 mgri 1 mgdL 1 %REC 1 8r42009 Analyst CBR 806/200906:58 PM 816/2009 0658 PM 8/62009 08:58 PM 8/62009 06^58.PM 8162009 06:58 PM 8162009 06:58 PM. 8412009 06•58 PM Value abuvc dereara[ttm tsge ND Net Dcrrxted at the Reporting Lund `ler' due tt naystry n<aterf tt we Rrtaltc y;e: wx1 unless+4bmv c speeitied 5r273 R refrrnt AV 24 of 68 lel: 562. '/tr`9,4045 t l yr 56198'.411,0 Advanced Technology Laboratories CLIENT: LeightonO lnaaiting Inc. Lab Order; Project. . 602497-003 Lab ID: i Xi68S-OIOA Analyses Result ANAL\ Print Date: P m Da Matrix: SOIL CAL RESULTS 41r 09 1120:00 AM Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LLIFT RunID.: GC16 090808C QC Batch: 57087 T(R Hydrocarbons: C8-C10 T/R Hydrocarbons`. C10-C18 T/R Hydrocarbons; C 1 BC28 T/R Hydrocarbons:: C28-C36 T/R Hydrocarbons:C36-C40 T/R Hydrocarbons: C8-C40 Total Sure p-Terpbsnyl HYDROCARBON CHAIN IDENTIFICATION RundD:. GCS,„t)8080t8 TER Hydrocarbons::. C4-C12 Sun': Brernolluorobenzene IFI PCBS BY GC/ECD ND ND ND ND ND ND 99.0 10 10 10 10 10 10 57-144 QC Batch: E09VS246 ND 98.4 59- EPA 3550E RunID[ GC5_090808B QC Balch: 57129 Aractor 1016 Aroclor 1221 Arodor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1280 kooks' 1262 Aroclor 1268 Sun; Decachlorobiphenyl Sum Tetrad, ro-mzytone H ttaldmstLxaes tarprc wlwislit S Spite"Sun»Bate outside of I tot) : uuvgatc Diluted Out .tr/' and Jk hon/agr. . 1 ghrrratorira ND 16 ND 33 ND 18 ND 16 pg/Kg ND 16 p0/K9 ND 16 p9/Ke ND 16 Pg/Kg NO 16 pg/Kg ND 16 pg(g 95.9 30-124 %REC 106 40-118 %REG EPA 8015B(M) PrepDate: mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg m9/K9 M%REC EPA 80158 PrepDete: EPA 8082 ;327s Mein eni r. Signal Hill, 25 of 68 1 815/2009 Analyst CBR 8/6/2009 04':04 PM 8/6/2009 04:04 PM 8/8/2009 04:04 PM 8/6/2009 D4:04 PM 8/6/200904;04 PM 8/6/2009 04:04 PM 8/6/2009 04.04 PM Analyst:: KHN 8/41200910.38 PM 6t42009 10,38 PM 8/82009 Analyst: BB 8/7/2009 02:11 AM 8/7/200902a11 AM 8/77/2009 02:11 AM 8/7/2009 02.11 AM 87/200902.11 AM. 8/7200902:11 AM 8/7200902::11 AM 87/28090211 AM 8172009 02:11 AM 8172009 02:11 AM 817/2009 02:.11 AM Value abavc+qunttt t:tt+en tango Not Detected at. the Rcparting Lunit Results ate wet tuttess othentuse s'pecifed Tel:: J 98.9:4/W5 I'rtl": T8.'..939.-/COJ Advanced Technology Laboratories CLIENT: I eighton C onsult ng, Inc. Lab Order: Project: Lab ID: Analyses SCE Newport, 602497-003 106685-0IIA ANALYTICAL RESULTS Print Date: 12-,4ug-09 ple ID: B8.5 Collection Date: 813/2009 11,24,00 AM 4Latria: S011.. Result PQL Qu Date Analy, HYDROCARBON C RunID:: GC16_090808C IFICATION LOFT QC Batch; EPA 8015B(M) PrepDaM,: 8/5/2009 Analyst CBR T/R Hydrocarbons: C8-C10 ND 10 mg/Kg 1 8/6/2009 02'39 PM T/R Hydrocarbons: C10•018 ND 10 mg/Kg 1 8/6/2009 02 39 PM T/R Hydrocarbons': C18•C28 ND 10 mg/Kg 1 8 5/2009 02.39 PM T/R Hydrocarbons:: C28-C36 ND 10 mg/Kg 1 81642009 02,39 PM T:±RHydrocarbons, : C38-C40 ND 10 mgiK9 1 81612009 02-39 PM TRR Hydrocarbons- C8•C4O Total ND 10 mg/Kg 1 646/200902;39 PM Sun p-Terphenyl 100 57-144 %REC 1 8/61200902. 39PM HYDROCARBON CHAIN I.DENT PIOAT EPA 80158 RutlD: GC2 A908048 QC Balch: E09V5246 PrepDats:: Analyst: KHN T/R Hydrocarbons: C4-C12 ND 1.0 mg4(9 1 8/41200910'53 PM Su:. Bromonuorobenzene (FAD) 94.7 59-145 %REC 1 8/4r2009 1053 PM PCBS BY GC/ECD EPA 35508 EPA 8082 uniD: GC5_0908066 QC Batch: 57129 Arocior 1016 Arudar 1221 Amdtor 1232 Aroesor 1242. Aroctor 1248 Arodpr 1254 Arodor 1260 Arodor 1262 Aroclor 1268 Surr; DecactdorobasMrtyl Sum Tetracttro-m-xytene s— B A H Hold 5 Sink DO Sunu»ad I eh :uwrd I/ r#grra#rr�t+ 1-abantdrio PrepDale: 8/6/2809 Analyst BB Nt) 16 pg7Kg 1 8/7/200902:41 AM ND 33 pg/Kg 1 817E200902:41 AM ND 16 pg/K9 1 8/7/200902:41 AM ND 16 1.19/l(9 1 8/7/2009 02 41 AM ND 16 1/9/K9 1 8/7/200902;41 AM NO 16 pg/Kg 1 8/7/20090241 AM ND 16 pgOKg 1 8/7/200902:41 AM ND 16 p9/1(9 1 817/200902.41 AM ND 16 µgn(g 1 8r7r200902:41 AM 95.3 30-124 %REC 1 8171200902:41 AM 58.6 40-118 %REC 1 8/7/200902:41 AM E 41 NO Not Detected 4t Results are uv t at! testa at /11/!. (4 90755 kb 562. 9804045 26 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Prim Date: 12-Aug 09 CLIENT: Leighton Consulting, Inc Client Sample ID: 138 Dup Lab Order: 106685 Collection Date: 8 IA009 11:27:00 AM Project: SCE Newport 602497-003 Matrix: GROUNDWATER Lab ID: 106685-012A Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 801513 RuolD GC8_090804A QC Batch: 109VVV0134 PrepDate Analyst EID T/R Hydrocarbons C4-C12 ND 0.20 m011. 1 8/4/2009 05'38 PM Sort Bromofluorobenzene (F10) 89.1 71-130 %REC 1 8/4/2009 05 38 PM owdifim, 9Mal* timed tit the *stated Method Blank 11 Bolding tines for preparation or analysis excetadati S SpiEutSurragate outside oflimits due to mains aaafttreuer DC) SMeatt DINS Out itfraneed lechooloki , . aboratatin E Value Mot ottalligation range ND Nut waled at the, iteporang Lind Results ate vat unless otter/wise specified 3175 Wang( 4venne, Signal nig CA 90755 fat 3112, 989.4045 Fax: 562.9894040 27 of 68 Advanced Technology l.aboratories CLIENT: Lab Order: Project: Lab 1D: Analyses Leighton Consulting, Inc. 106685 SCT:Newport, 602497-003 106685.012B ANAL CAL RESULTS Print Date: Client Sample Ill: B8 Dup Collection Date: 8/3, 2009 11; 27:00 AM Matrix: GROUNDWATER (Rai Ui iits DF' sed PCBS BY GC/ECO EPA 3510C RunID: GC4 090807A Aroclor 1016 Arodor 1221 Aroc.mr 1232 Awn 1242 Arodor 1248 Arodor 1254 Arocbr1260 Arocaor 1262 ArocJor1268 Sur, Decachloroblphenyi Suer: TeIrachlaro-m syIene Qualifiers.; .. f; Anatute &utak la the R Maims tunes S Spat Surrogate tuts nir ul'l. DO Surrogate Diiuttd Out oC Batch: 57126 ND 0.50 ND 1,0 ND 0.50 ND 050 ND 0.50 ND 0.50 ND 0,50 ND 0.50 ND 0.50 82.8 29.130 885 48-126 d 'i 'e4tr de lwra EPA 8082 PrepDate: pg/L V9'L u4`L mit %REC %REC 6/6/2009 Analyst: BB 1 8/7/2.009 1210 PM 1 8/7120D91210 PM 1 817/2009 1210 PM 8172009.12,30 PM t 87/200912:30 PM 8172009 12:30 PM 1 8l7/200912;30 PM 1 8772009 12.30 PM 1 8/72009 12:30 PM 1 8/7/200912:30 PM 1 8//2009 12:30 PM Results an wet unlrn odicaWiwk. speeeasted Signed HMG, el 907755 28 of 68 939.4045 40 0 Lab Order: Project: Lab ID: Analyses ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 12-4ug-09 CLIENT: Leighton Consulting, Inc„ Client Sample ID: 88 Dup 106685 Collection Date: 8342009 11:27:00 AM SCE Newport, 602497-003 Matrix: GROUNDWATER 106685-012C Result PQL Qual Units DE Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C Rani!, GC16_090806F QC Batch: 57067 T/R Hydrocarbons' C8-C 10 T/R Hydrocarbons. C 10-C18 T/R Hydrocarbons. C113-C28 T/R Hydrocarbons: C28-C36 T/R Hydrocarbons: C38-C40 TN Hydrocarbons' C8-C40 Total Sun p-Terphairyt Quallfierc ND 022 ND 022 ND 022 ND 022 ND 022 PC 022 71 7 35-131 EPA 8015B(M) PrepDate 842009 Analyst CBR mg/L 1 8/6/2009 07.06 PM mg/L 1 8/6/2009 07 06 PM mga_ 1 8/6/2009 07 06 PM mg7L 1 816/2009 07 06 PM mg& 1 8/6/2009 07.08 PM 1 8/672009 07:06 PM %REC 1 8/637.009 07 06 PM 8 Acolyte &Mao! S tha associated Mtahort Blank E Value' abort moriattatioa nipg H Holding times Eat pmpontion or analysis extreated NO Na Detector. at the Reporting Limit S SpikerSurroprit topside of limos to to matrix intinfamorr Basaltam wet unlm othetwure .Npaified DO Stumott INhaal Out ithaared feeliaringi abaramries 3273 1141n02.19enne. Signal flirt C4 90.755 13,k 562. 989,4045 law 592.9$9.4040 29 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: /2,Ang-09 CLIENT: Leighton Consulting, Inc Client Sample ID: 81041W I ,ab Order: 1.06683 Collection Date; 8/3/2009 I 1:58 00 AM Project: SCE Newport, 602497-003 Matrix: GROUNDWATER Lab ID: 106685 013A Analyses Result PQL Qual Units DT Date Analysed HYDROCARBON CHAIN IDENTIFICATION EPA 80158 RunID GCB 090804A QC Batch; 109VW0134 PrepDaUr Analyst: BD TM Hydrocarbons: C4-C12 ND 020 mg/1.. 1 814/2009 06 40 PM Surr: 8romofluorobenzena (FID) 91 4 71-130 %REC 1 814/2009 00440 PM Qiudanc,, B Ualytc dehmed in the ars-mated Akihod trinnic H Holchng tunes for prepanuron or analysis eNa.cdcd S Spilsunnnue marl of limits dun W lunn. intl.-Jeremy PO Surrogate Dilwed Out .Id' amtvl nchatilegy Ishongolles E Value above qoasttlaEon Ems N't, Not Detected nt the its -parting Limn Res,tilts ate wtt Ingo* 00;01V i.e. specified 3215 di ainta "wane, Signal WP55 Ts+ 563 089,404:4 rat: 562.949 10 IQ 30 of 68 ANALYTICAL RESULTS Advanced Technology Laboratories Print Dam ThAug-09 CLIENT: Leighton Consulting, Inc. Client Sampte ID: DI 0-GW 106685 CoMellon Date: 8.13)2009 I 1:58:00 AM Lab Order: Project: SCE Neuport, 602497-003 Lab ID: 106685-013H Anabses Result Matrix: GROUNDWATER PQL Qual Units DE Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C RunID GC16_090806F QC Batch' 57067 T/R HydrocarbonsCB-CIO ND 0.20 DR Hydrocarbons' C10-C18 ND 0.20 PR Hydrocarbons' C 18-C28 ND 0.20 T/R Hydrocarbons C28-C36 ND 0 20 TIR Hydrocarbons- C36-C40 NO 0 20 T/Ft Hydrocarbons. C8-C40 Toms ND 0.20 Surr p-Terphenyl 73.0 35-131 EPA 801513(M) PrepDate' 8/4/2009 Analyst. CBR mg/L mg& mg& mg/L mg& %REC 1 1 1 1 1 816/2009 07.15 PM 6/6/2009 0715 PM 8/6/2009 07'15 PM 816/2009 07.15 PM 816/2009 07 15 PM 816/2009 07 15 PM 836/2009 07 15 PM Quatinat 8 Matt &BMW to the avatated Motttott ItiatOt If, Volot above quantitottcot motto H Holdtogt tom for mtpstation ot soatytts ttoomdsd ND Not Detected at to Reporting Lknit 5 tOpikeliutotopto onto& of Immo due to man toterfirrootto Results are Witt nutters otheomse specified DO Sorrento "'Muted t ht4 Ith.ourpti iitionstow „ Laboratories 3275 Wuhan. fisione—,Vigool WU, CA 96753 AL 462. 989.4045 31 of 68 his: 561 949, 4010 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: /2-Aug-09 CLIENT: Leighton Consulting, Inc Client Sample ID: B1044W Lab Order: 106685 Collection Date: 83/2009 I I:58:00 AM Project: SCE Neuman, 602497-003 Matrix: GROUNDWATER Lab ID: 106685-013C Analyses Restdt PQL Qual Units DE Date Analyzed PCSS BY GC/ECD EPA 3510C MAD_ GC4_090807A OC Batch: 57126 Arodor 1016 Arodor 1221 Arodor 1232 Arodor 1242 Arodor 1248 Arodor 1254 Arodor 1260 Arodor 1282 Arodor 1268 Suns DecadhoraliPhenYI Sure Tetradeora-m-xylene Qualifier.: ND ND ND NO ND ND ND ND ND 80.0 88 9 EPA 8082 PropDate. 0.50 non 1 0 nti&1 0.50 pod 050 traA 0.50 0 50 1 0.50 1 0.50 1-19/1- 1 0.50 up/L 1 29-130 %REC 1 48-128 %REC 1 13 Analytc detected in the associated Method Blank /1 Holding times tbr preparation manalysis exceeded S. Spike 'demoted outside of Ina* doe to matrix :uteri...mitt DO Surrogate Dthsted Out litranced technolora tolowittories 8/6/2009 Analyst: BB 817/2009 01:00 PM 8:7/2009 01:00 PM 8:7/2009 01:00 PM 8/7E200 01 00 PM 8/7/2009 0109 PM 8/7/20139 01:00 PM 8/7/2009 01:00 PM 8f7/2009 01 00 PM 817/2009 01:00 PM 8)7l2009 01:00 PM 8/7/2009 01 00 PM 111 Valueabove quantitate* ratty ND Not Doected at the RCEMAIng Istant Results ate WO UltUNS 0010‘ IV specified 3175 TV01689:4999995. Sivrat 11116 CI 90755 TN: .562, 989,4045 32. of 68 Eau: 562,97/9, 4040 Advanced Technolosv Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-014A Analyses ANALYTICAL RESULTS Print Date 12-Atrg-09 Client .Sample ID B10-2 Co non Date: 81/2009 11:53 00 Alva Matrix: SOIL Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunlO: GC16 090606C QC hatch: 57087 T/R Hydrocarbons: CS-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 San: p-Tephenyl HYDROCARBON CHAIN IDENTIFICATION ND 10 ND 10 ND 10 ND 10 ND 10 ND 10 83.8 57-144 Runl➢: G02_0908049 QC Batch: E09V5248 T/RHydrocarbons:C4-C12 NO 1.0 Surr. Bromotluorobenzene (FID) 96:6 59-145 PCBS BY GC/ECD RunID GC5_09oeoee EPA 35508 QC Batch; 57129 NO 16 NO 33 Aroclor 1232 NO 16 Arocior1242 NO 16 Arodor 1248 NO 16 Arodor1254 280 33 Arncior1260 ND 16 Amctor 1262 ND 16 Aro or 1268 NO 16 Sum Decachtoroblphenyl 107 30.124 Stift Decachkrroblphenyi 103 30-124 Stir: Tetrachloro-m-xy$ene 113 40^118 Surr Tetrarhloro-m•xylene 103 40-116 VOLATILE ORGANIC COMPOUNDS BY GC/MS RunIDF MS4 090805A 1,1,1,2-Tetrachloroethane 1,1,1-Tdchlomethane Quallylers: 6 Analyze detected to H ttoldittg txtues for pre}OMatie S Spike:Suua ate outside Ltd hod% due to matrix. urte^rftre=not 00 Summate Noted Out QC Batch: K09V51.45 ND 5.0 ND 5.0 Ir %2v150070„ r tin ..�.- EPA 8015B(M) PrepDate 852009 Analyst: CBR mg/Kg 1 8/6/2009 02.4B. PM mg/Kg 1 8/6/2009 02::48 PM mg/Kg 1 8/6200902 48 PM mg/Kg 1 8162009 02;48 PM mg/Kg 1 8/6/2009 02:48 PM mgXg 1 8/62009 02,46 PM %REC 1 661200902.48 PM EPA 80158 PrepDate: Analyst: KHN mg/Kg 1 8/4/2009 11:07 PM %REC 1 8/4/2009 11:07 PM EPA 8082 fig/Kg %REC %REC %REC %REC PrepDala;.. 1 1 1 1 2 1 2 1 2 EPA 8260B PrepDate: p9IKg 1 pg/Kg 1 833/2009 Analyst: BB 0 ND Not Detaettd u.. ilre Reportsny Results mrc dmti.Was ottnn Wesined. 03 8/72009 0310 AM 8/7/2009 03.10 AM 8l7/2009 03:10 AM 8/7/2009 08.08 AM 8r72009 03,10 AM 8/7/2009 03:10 AM 3r10 AM 03t10 AM 8/71200908;08 AM AM AM Analyst: HH 8/5/2009 12:48 PM 8/5/2009 12:48 PM Tei: 562. 'Ir4l:.404,5 F/tx:: 56 2, 9,441,Jd/td, 33 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc, Lab Order: 106685 Project: SCE Newport. 602497-003 Lab 1D: 106685-0I4A ANAL "C1CAL RESU TS Print Date: Sample ID: 5310-2 111ectlon Date: Matrix: S Analyses ltr olt PQI. Qual Units 1:53110 AM Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunlOMS4_0908054 1.1,2.2•Tetrachloroethe ne 1 1,2-Techloroethane t t-Dichloroethane 1,1-DkMoroethene i,1-Dlchtoropropene. 1,2,3-T chbrotrenzene 1,2,3-T nchloropropane 1,2.4-T ricNorobenzene 1,2,4-Trimethylberrzene 1,2.0i bromo-3-chtoropropane 1,2.0ibmmoelhane 1:2.11chlorobenzene 1.2-Dlchloruelhane 1,2-Dichloropropane. -TNnettiyttenzene orobenzene 2.Chbmlowene. 4-Chloro*ol iene 4-leopropyltoluene Benzene Bramobenzene Bromodichloromethane Blomofomi Bromomethane Carbon telrachbride Chkwobenzene Chloroethane CNoroform chloromethane cis-1,2-Dichloroethene cis-1,3-Dichlaropropene DStisepropyl eLher QueliOa EPA 82608 OCBatch: K09Y`SI4S PrepDate: Analyst: HH ND 5,0 pg/Kg 1 8/5200912:48 PM ND 5..0 pg/K9 1 8/5/200912:48 PM ND Sb pg'Kg 1 8/5200912::48PM NO 50 pg4<g 1 8/52009 12:48 PM ND 5.0 1109 1 8452009 12':48 PM NO 5.:0 1494(9 1 8/5200912:48 PM ND 5.0 Pg4ig 1 8/5200912.48 pm ND 5.0 pg/Kg 1 8/5200912:48 PM ND 5.0 pg/Kg 1 8/52009 12:48 PM ND 10 P9IK9 1 8/5/200912:48 PM ND 5.0 pgMg. 1 8/5200912A48 PM ND 5,0 pg/Kg 1 8/5/2009 12:48 PM ND 5:0 pg/Kg 1 8/5200912:48 PM NO 5.0 pg4(g 1 8/5/2009 12.48 PM ND 5.0 pill/Kg 1 8/5/200912'48 PW ND 5.0 pg/Kg 1 8/5200912'48 PM ND 5.0 pg/K9 1 8/5/2009 12:4B PM ND 5.0 p91K9 1 85/200912-48 PM ND 5 0 1190t9 1 852009 12:48 PM ND 5A p911(9 1 8/5200912A8 PM ND 5.0 1.39/K9 1 8/5/2009 12:48 PM ND 5.0 pg/Kg 1 8/5/20091248 PM ND 5.0 pg/Kg 1 8/5/2009 12:48 PM ND 5.0 1j9/K9 1 8/5200912.48 PM ND 5.0 pg/K9 1 8/5200912:48 PM NO 50 pg/Kg 1 851200912:48 PM ND 5.0 pg/Kg 1 952009 12;48 PM ND 5:0 pg/Kg 1 8152009 12:48 PM ND S.Q pg/Kg 1 8/5200912:48 PM ND 5.0 iig/Kg 1 8/5200912:48 PM ND 5.0 1-190f9 1 8512009 12:48 PM ND 5.0 pg/Kg 1 8/5/2009 12:48 PM ND 5.0 pg/Kg 1 8/5/2009 12 48 PM ND 5.0 pg/Kg 1 8/5200912:48 PM ND 5.0 p9/K9 1 8/5/200912:48 PM 8 inaftte detcetcd in the ulsarimted Me81,xi Biav&. H Ilealutg tunes tot ptetaarat4+n tx aaatysN exc€ ultd S Spike `Stimulate °atsmd: of Inns dtae k«c mats +nicwfcreYwn DO Sign* Diluted Out E 1`ulue ultiwrc 4uanistmtloa rttapu ND Not Dilated et dre ticportng Limlt Result. are we' unless ollmwisc !pecdied :XI 7,5 sdnut : 2a'enuc, Signal lld1, G4 90 55 Tel. 542, 989.-iMdi Fax; 5622,9,Y9,4040 34 of 68 Lab Order: Project: Lab Ill: Advanced Technology Laboratories Leighton Consulting, Inc CiientSaw ie ID: BI0.2 106685 Collection Date: 83/2009 11:53:00 AM SCE Newport, 602497-003 '.latris: SOIL 106685-014A ANALYTICAL RESULTS Print Date: 12-Aug-09 Analyses exult PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/ EPA 6260E RunID:: MS4_090805A QC Batch: K09VS145 PrepDate: Analyse HH Dibromochlorometbane NO 5.0 pg/Kg 1 8/5/2009 12:48 PM Dibromomethane ND 5,0 pg/Kg 1 8/5/2009 12:48 PM Dichlomdltuoromethane ND 5,0 pg/Kg 1 8/5/2009 12::48 PM Ethyl Tert-butyl ether ND 5.0 pg/Kg 1 8/5/2009 12:48 PM Ethylbenzene ND 5.0 p9/K9 1 8/5/2009 12:48 PM Hexachlorobutadlene ND 5,0 pglKg 1 8/5/2009 12:48 PM Isopropylbenzene ND 5.0 pg/Kg 1 8/5/2009 12:48 PM m,p-Xylene ND 10 pg/Kg 1 8/5/200g 12,48 PM Methylene chloride ND 5.0 pg/Kg 1 8/5/2009 12.48 PM MTBE ND 5.0 pg/Kg 1 8/5/200912:48 PM n-Butylbenzene ND 50 pg/Kg 1 els/200912,48 PM n-Propylbenzene ND 5.0 pg/Kg 1 8/5/2009 12:48 PM Naphthalene ND 5,0 pg/Kg 1 8/5/2009 12:48 PM o-Xylene ND 5.0 pg/Kg 1 8/5/2009 12:48 PM sec-Butylberrzene ND 5.0 pg4(g 1 8/5/2009 12:48 PM Styrene. ND 5.0 pg/Kg 1 8/5/200912:48 PM Tert-amyl methyl elher ND 5.0 pg/Kg 1 8/5/2009 12'48 PM Ten-Butanol ND 100 pg/Kg 1 8/51200912:48 PM ten-8utylbenzene ND 5.0 pg/Kg 1 8/5/2009 12:48 PM Tetractiloroethene ND 5.0 pgnig 1 8/5/2009 12:48 PM Toluene ND 5.0 pgll(q 1 8/5/2009 12:48 PM Vans-1,2-Didhloroethene ND 5.0 pg/Kg 1 8/5/2009 12:48 PM Tnt#doroethene ND 5.0 pg/Kg 1 8/5/2009 12:48 PM TrioNorolluorometttane ND 5.0 pg/Kg 1 8/5/2009 12:48 PM Vinyl chloride ND 5-0 pgMg 1 8/5200912:48 PM Sum 1,2-Dlchloroethane-d4 118 70-130 %REC 1 8/5/2009 12:48 PM Sum 4-Bromofluorobenzene 102 70-130 %REC 1 8/5/2009 12:48 PM Surtr Dlbromolluoromeihane 117 70-130 %REC 1 8/5/200912.48 PM Surr: Toluene-d8 108 70-130 %REC 1 8/5/200912 48 PM SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3$SOB EPA 8270C RunID: MS 13_090805A QC Batch: 57085 PrepDate: B/52009 Analyst:. DMP 12,4-Trichlorobenzene ND 330 pg/Kg 1 8/5/2009 04:30 PM 1,2-Diahlorobenzene ND 330 pg/K9 1 8/5/2009 04 30 PM 1,3-Dichlorabenzene ND 330 pg/Kg 1 8/5/2009 04:30 PM Qualifiers: B Analyte detected in the associauxl Method Blank H Holding times for preparation or analysis exceeded S Spike/Surrogate outside of limits duc to matrix interference DO Surrogate Diluted Out .lrlranrrd 1kchan/oj 3275 Iti E value above quaothannn range ND Not Detected at the Reporting Limit Results arc wet unless otherwise specified at Signal (fill, ('A 9/U55 Ilel: 562, 9N9,1945 35 of 68 56a.9h9.404d Advanced Technology Laboratories CLIENT: Leighton t onsulting, Inc Client Sample ID: 810.2. Lab Order: 106685 Collection Date: 873.2009 I 1:53:00 Project: SCT, Newport.602497-003 Morris: SOIL Lab ID: 106685-014A ANALYTICAL RESULTS Print Date: I2-Mug-(/9 Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550E EPA 8270C RunID: MS 13_090805A QC Batch: 57085 PrepDate: 1,4-Dichlorobenzene ND 2,4,5-Trirhlorophenol NO 2,46-Trlchlorophenol ND 2„4•DIchto mphencl ND 24-Dknathytpheno4 ND 2.4-Din!boplenol ND 2.4-Dinitrotc/uene ND 2,6-0 otokran/ ND 2-CNor0rmphthalwne NO 2Lll orophend ND 2-k9Mhy lnaphthelene NO 2-Methylphenol NO 2-Nltroaniline ND 2-Narophenot ND CB/crone nzkiute ND ND 4 6•Dtilitrth2-methyIp ND 4-sron optmnyypneMNevrer 4-Ch!woJ4nethytphenol 4-Chlonaanifuee 4-Chloraphenyl-phenylether 4•Methyiphenol 4-Nlboanlline 4-N[kophenol Acenephthene ACenaphthhytene Arelhracene Benzldtrie (M) Benzo(e)anlracene Benzo(a)pyrere Banzo(n)Iltroranthene Benza(g.hMpeMene Benzo(k)fluoranthene Benzoic acid 8enzyl alcohol ND ND ND NO ND ND ND NO ND ND ND ND ND ND ND ND ND ND 330 330 330 1600 330 1600 330 330 330 330 330 330 1600 330 680 1600 1600 330 660 660 330 330 1600 1600 330 330 330 1600 680 V9/K9 1 1 1 1 1 1 1 Ir9'K9 p9fl9 pg/Kg pg/Kg ug/K9 0 K9 tWM9 1.51342 p0K9 pg/Kg P9M9 1/9/K9 PaiR9 pg/Kg pg/Kg Quatitierr: B Anaiyte dScxa4t iu tht assocuntexl Ma8uxi ft Hotting. nom Srprcpm'stioa or analp(s txresclad ND S Sit:Sumgait ogk+lttk UI limit dn+ne to lnan'u AtlI DO Surtt*gatt Diluted Out nresl Y'tetu:o/ogt in/r.4vn;ne, ;Six'trld llillo t"ri 90 36 of 68 above quantrtstl Detertrd at tba lttpan og 9 Analyst: DMP 8/512009 04,30 PM 8/51200904:30 PM 8/5/2009 04:30 PM 8/5/2009 04:30 PM W512009 04:30 PM 8/5/2009 04',30 PM W512009 04 30 PM 8/5/2009 04:30 PM 8/5/2009 04:30 PM 8/5/2009 04.30 PM 8/5/2009 04:30 PM 8./5/2009 04:30 PM 8/520090430 PM 8162009 04°30 PM 8/52009.04;:30 PM 8/5/2009 04:'30 PM 8/52009 04:30 PM 8/52009 04'30 PM 81512009 04:30 PM 825/2009 04;30 PM 8/5200904:30 PM 8/5/2009 04:30 PM 8/5/2099 0430 PM 8/5/2009 0430 PM 8/5/2009 04:30 PM 815/200904.30 PM 8/5/2009 04.30 PM 8/5/2009 04:30 PM 8/5/2009 04:30 PM 8/5/2009 04.30 PM. 8/5/2009 04:30 PM 8/5/200904,30 PM W5/2009 04:30 PM 8/5/2009 04::30 PM W5/2009 04,30 PM Sal. aft}+ap,=. 362,989.4040 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc, Lab Order. 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-014A ANALYTICAL RESULTS Print Date: 12-Aug-09 Client Sample ID: B10-2 Collection Date: 8/3i2009 I I,53:00 AM Matrix: SOIL Analyses Result PQL Qual traits DP Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS. BY GC/MS EPA 35506 EPA 8270C RunlO:. MS 13_090805A QC Batch.. 57085 PrepDate: 8/5/2009 Analyst: DMP Bis(2-drloroethoxy)methane NO 330 pg/K9 1 8/5/2009 04;30 PM Bis(2-chloroethI)e0,er ND 330 pgfXg 1 8/5/2.0090430 PM Bls(2rchloroisopropyl)ether ND 330 pg/K9 1 8/5/2009 04:30 PM 131s(2-ethylhexyl)phthalate ND 330 pg/K9 1 8/5/200904:30 PM Butylbenzylphthalate ND 330 pg/K9 1 8/5/200904 :30 PM Chrysene ND 330 p94(g 1 8/5/2009 04;30 PM DI-n-butylphthatate ND 330 pg/Kg 1 8/5/2009 04:30 PM Di-n-octylphthelate ND 330 pg/Kg 1 8/520090430 PM Diben4a,h)antlaacene ND 330 p09 1 8/5/2009 04:30 PM ombenzoruran ND 330 pg/Kg 1 8/5200904:'30 PM Dlethylphthalate ND 330 pg/Kg 1 8/5/2009 04.30 PM DimethylphthaWle ND 330 pgAtg 1 8/5/200904:30 PM Fluoranthene ND 330 pg/K9 1 8/5/200904,30 PM Fluorene ND 330 pg/Kg 1 8/5/200904'30 PM Hexachlorobenzene ND 330 pg/Kg 1 8/5/200904i30 PM Hexachlorobuladiene ND 660 pg/Kg 1 8/5/2009 04:30 PM Hexachlorocyclopentadiene ND 660 pg/Kg 1 8/5/200904i30 PM Hexachloroethene ND 330 pg/Kg 1 8/5/200904:30 PM Indeno(12,3-cd)pyrene NO 330 pg/ g 1 8/5/200904:30 PM Isophorone ND 330 pg/Kg 1 84/20090430 PM N-Nitrosodi•n-propylamine ND 330 pg/Kg 1 8/5/200904;30 PM N-Ni&osodiphenylamine ND 330 pg/Kg 1 8/5/200904.30 PM Naphthalene ND 330 pg/Kg 1 8/5/20090430 PM Nitrobenzene ND 330 pg/Kg 1 8/5200904:30 PM Pentachlomphenol ND 1600 pg/Kg 1 8/5/200904:30 PM Phenanthrene ND 330 pg/Kg 1 815200904:30 PM Phenol ND 330 119/X9 1 8/5/2009 04:30 PM Pyrene ND 330 pgfK9 1 8/5/2009 04:30 PM Sun.1,2-Dichlorobenzene-d4 68.4 49-103 %REC 1 8/5/200904:30 PM Sum 2,4.6-Tribromophenol 83.1 47-129 %REC 1 8/52009 04:30 PM Surr: 2-Chlorophenol-d4 76.4 54-109 %REC 1 8/5/2009 04:30 PM Surr;. 2-Fluoroblphenyl 75.3 59-108 %REC 1 8/5/2009 04:30 PM Sur. 2-Fluorophenol 75.8 50-111 %REC 1 815/200904'30 PM Surr 4-Terphenyl-d14 89.9 58-135 %REC 1 8/5200904:i30 PM Surr. Nitrobenzene-d5 70.2 54-115 %REC 1 8/5/2009 04'30 PM Quillen:. B Analyse detected is the associated Method Blank E Value above quanutation range H holding tmusfor preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike.5urrogatc outside of limits due to matrix interference Results am wet unless otherwise specified DO Surrogate Diluted Out I dr armed 1 irclnrolo;; r Laboratories 1275db'`alnnt.4renue, SignalA!i//,CA 90755 Tet.t562.989.4045 Fax: 562,989.4t040 37 of 68 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12-Aug-09 CLIENT: Lab Order. Project: Lab ID: Analyses Leighton Consulting, Inc. Client Sample ID: B10-2 106685 Collection Date: 8/3/2009 11:53:00 AM SCE Newport, 602497-003 Matrix: SOIL 106685-014A Result PQL Qual DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GCIMS EPA 3550E RunID: MS 13 090805A QC Balch: 57085 Sum Phenold5 QuaUaens EPA 8270C PrepDate;. 8/512009 Analyst. DMP 78r5 58-112 %REC 1 8/5/200904:30 PM B Analyte detected in the ossociutvtil hlettmd Blank H Holding tunes for preparation or analysis exceeded S SpdietSurrogate outside of limits due to matrix interference DO Surrogate Diluted Out Id' auced 7crrlulai �.... t ilhoratorkw F Value above quantization range ND Not. Detected at the Reporting Limit Results are wet unless othcxwise specified 32;75 DaInul.4rennet Signal 11111, C4 90755 Tel; S62. 989.4045 FOS 102.9d9.4010 38 of 68 Advanced Technology Laboratories CLIENT. mmv Lcigltton Consulting. Inc. `N__.. Lab Orden 106685 Project: Lab ID: 1046R5-015A Analyses SCE Newport. 602497-003 Remit ANALYTICAL RESULTS Print Date:.12 Aug-09 ample ID: B10.6 Wien Date: 8/3+20n9 11:56:00 AM Matrix:. SOIL. Lai DF Date Analyzed. HYDROCARBON CHAIN $DENTIFICATIO LUFT RunID'. GC16 090806C T/R Hydrocarbons' CB-C10 T/R Hydrocarbons: C10-C18 T/R Hydrocarbons: C18-C28 T/R Hydrocarbons: C28-C36 T/R Hydrocarbons: C36-C40 PR Hydrocarbons. C8-C40'Teaat Scar: p-Terpbenyr HYDROCARBON CHAIN IDENTIFICATION QC Batch: 57087 ND 10 NO 10 ND 10 ND 10 ND 10 ND 10 93,5 5? 144. RunID: GC2_0908048 QC Batch: E09V5248 T/R Hydrocarbons.. C4-C12 Np 1.0 Sun: Bromofluorobenzene(F ID I 92.4 59-145 PCB$ BY GCIECD EPA 3550E RunID, GCS 090806B QC Batch: 57129 Arador 1016 Arodor 1221 Aredor 1232 Arodor 1242 Arodor 1248 Arodor 1254 Arodor 1260 Aroclor 1262 Arodor 1288 Sun: Decachbarobiphanyl Sun: Tetrachlonrmxylene Quatt6.er*:. ...6 Arralvte 4:tticteet in the assaccvned 41eth«7 £ilaa4 H Holding tones Rx preparation or analysts exceeded S Spihe Srnrop w outside of limits due to rnatwx into faience DO Surrogate Dilutett Out ND ND ND ND ND ND ND ND ND 93.4 102 EPA 801 E PrepDale:. mg/Kg 1 mg/Kg mg/Kg m9/X9 9 rn9/ll9 %REC 1 EPA 80158 PrepDate: mg/Kg 1 %REC 1 Analyst: CBR. 02:68 PM :58 PM 9 8/6/2009 02:58 PM 8/6+"200902..58 PM 8.6/2009 02 58 PM Analyst' KHN 8/4/2009 11:22 PM 814/2009 11:22 PM EPA 8082 Prep0ate.: 8/6/1009 Analyst: BB 18 Wks 1 33 1g/K9 1 16 N9M9 1 16 pgixg 1 16 pg/K9 1 16 p9/K9 1 16 pq/Kg 1 18 pgll(9 1 16 yg/Kg 1 30-124 %REC 1 40-118 %REC 1 81712009 03.40 AM 8/7/200g 03:40 AM 8/7/2009 03:40 AM 87/2009 03t40 AM 8/7/2009 03:40 AM 817/2009 03:40 AM 8/7/2009 03:40 AM 8/7/2009 0340 AM 8/7/2009 03;:40 AM 87/2009 03:40 AM 8/7/2009 03:.40 AM RCS14US are wtt unless t rherwsse specitltit rrt .^1 nc rrtr..S(,!:+1rr1 H/II. (t1 90755 Tel; 562, 9,S9-.JCt.4S Farr 562.989.4(610 39 of 68 Advanced Technology Laboratories 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: 106685-016A Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 80158 RunID: GC6_090804A CC Batch: 109VW0134 PrepOate: Analyst BD TUR. Hydrocarbons& C4-C12 ND 0.20 mg/L 1 814/2009 05:15 PM Sum Brorcofluorobenzene(FID) 91,2 71-130 %REC 1 6/4200905:15 PM Qualifiers: tl B Analyte detected in the associated Method. Black k. Value above quantitalion large II Holding times for preparation or analysis eacecded NI) Not Detected at the Reporting Limit S Spike/Surrogate outside orlimits due to matnx interference Results are wet unless otherwise specified DO Surrogate Diluted Out . ids Anted 7irhnalz I aborrmrrca 5275 Walnua,Qvenue, Signal Hltf, CA 9075.5 Tet: 562, 989,4045 Fax: 562.989.4040 40 of 68 Advanced Technology Laboratories CLIENT: Lab Order, Project: Lab ID: Analyses Leighton Consulting, Inc, 106685 SCE Newport, 602497-003 106685-016B Result ANALYTICAL RESULTS Print Date: !2-Aug-09 Client Sample lD B9-GW Collection Date: 8/3/2009 12 20,00 PM Matrix: GROUNDWATER DF Date Analyzed PCBS BY GCIECD Rued), GC4_090807A Aroclor 1016 Arodor 1221 Arodor 1232 r1242 t248 Arodor 1254 1260 oclar 1262 Aronlor 1268 Sum: Decaohloroblphenyl Sum. Tetrachloro-m-xylene EPA 3510C GC Batch t 57126 ND 0,50 ND 1.0 ND ND ND ND NO ND ND 79.6 92.4 0.50 0,50 0,50 0.50 050 0.50 0.50 29-130 48-126 Qudilers: B Analyte deic "ted in the associaled ethod Blank H Holding tunes for preparation or analysts exceeded S Spike/Surrogate outside of limits due to mains interference DO Surrogate Diluted Out sdranced Teelmolagi 14bonfrorien EPA 8082 PrepDate: pg/L pg/L pg/L pg/L pg/L pg/L pg/L pg/L pg/L %REC %REC E Valueabove ND Not Detcctei at the Reporting Reruits ure wet unless otherwise specified 8/6/2009 Analyst: BB 1 8/7/2009 01'30 PM 1 8/7/2009 01:30PM 1 8/7/2009 01:30 PM 1 8/7/2009 01:30'PM 1 8/7/2009 01:30 PM 1 8/7/2009 01 t30 PM 1 8/7/200901:30 PM 1 8/7/200901:30 PM t 8/7/200901:30 PM 1 8/7/2009 01:30 PM 1 8/72009 01:30 PM .327.8 Wainnt.4ven,rr, Signal Nilf, C4 9(1755 562. 989,4045 41 of 68 !''nt!s 562.989.4040 Advanced Technology Laboratories CLIENT: Lab Order: Project: Lab ID: Analyses Leighton Consulting. Inc, 106685 SCE Newport, 602497-003 106685-016C ANALYTICAL RESULTS Print Date: 12-Aug-09 Client Sample ID: B9-GW Collection Date: 8/3/2009 12:20:00 PM Matrix: GROUNDWATER PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C RunIO: GC16_090806F T/R Hydrocarbons: CB-C10 T/R Hydrocarbons: C10-C18 TfR Hydrocarbons: C18-C28 T/R Hydrocarbons! C28-C36 T/R Hydrocarbons: C36-C40 T/R Hydrocarbons: CB-C40 Total Sun: p-Terphenyl Quaafi PC Batch: 57067 ND 0.20 NO 0.20 ND 020 ND 0.20 ND 0-20 ND 0.20 748 35-131 EPA B015B(M) PrepOater: 8142009. Analyst: CBR mg/L mg/L mg/L mg/L mg/L 1 8/612009 0724 PM 1 8/8/2009 07:24 PM 1 8/8200907'24 PM 1 816/2009 07,24 PM 1 8/620d9 07:24 PM 8/62009 07:24 PM %REC 1 8/6200907:24 PM B AoalytA1 detected in the associated Method Blank H Holding times for preparation or analysis exceeded S SpikelSurrogate outride of Limits due to matrix interference DO Surrogat: Diluted Out tdvetnced Tecluso ijr -.V t alionttoriry .1275 114tfn E Value above quantitation range ND Not Detected at the Reporting Luna Results are wet unless otherwise .specified e., 5/,Kam/ 1fr11, CA 907,55 'le 42 of 68 62. 959.4045 Fax: 562.689.4646 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: Lab ID: 106685-017A Analyses SCE Newport, 602497-003 ANALYTICAL RESULTS Print Date: 12-fug-09 Client Sample ID: B9-2 Collection Date: 8/3/2009 12:12:00 PM Matrix: SOIL Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LOFT RunIDt GC16 090808C QC Batch: 57087 T/R Hydrocarbons: C8C10 T/R Hydrocarbons" C10C18 T/R Hydrocarbons:. C18C28 T/R Hydrocarbons' C28-C36 T/R Hydrocarbons: C36-C40 T/R Hydrocarbons' CB-C40 Total Surr; p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION RunID: GC2 0908048 T/R Hydrocarbons: C4-C12 Surr Bromofluorobenzene (FID) PCBS BY GC/ECD ND NO ND ND ND ND 882 EPA 8015B(M) PrepDate: 8/5/2009 Analyst: CBR 10 mg/Kg 1 8/6/2200903 54 PM 10 m9/K9 1 8/62009 0354PM 10 mg/Kg 1 8/6/2009 03,54 PM 10 mg/Kg 1 8/62009 03`54 PM 10 mg/Kg 1 8B2009 03:54 PM 10 mg/Kg 1 8/6/2009 03:54 PM 57-144 %REC 1 8/6/2009 03:54 PM QC Batch: E09VS246 ND 1,0 94 0 59-145 EPA 3550B RunID: GC5 0908088 QC Batch: 57129 Arodor 1016 Arodor 1221 Aroclor 1232 Aroclor 1242 Aroolor 1248 Arodor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 Sum: Decachlorobiphenyl Surr 0ecachloroblphenyl Surr. Tetrachlaro-m-xylene Surr Tetrachloro-m-xylene ND 16 ND 33 ND 16 ND 18 NO 16 350 33 ND 16 ND 16 ND 16 99.9 30-124 99.8 30-124 98.2 40.118. 108 40-116 Qualifiers: B .An Iyte detected is the assoe:iated Madtotl Blank H Holding tune for preparation or analysis exceeded S SpikerSurrogate outside of limas due to matrix interferrtmce DO Surrogate Diluted Out ,Id:arreed 7erhnoi atones 3275 Walnut Avenue. 43 of 68 EPA S015B PrepDate.:. mg/Kg 1 %REC 1 EPA 80B2 PrepD ug/K9 p0/Kg p8/K8 pg/Kg p911(g pg'Kg p9/K9 p9/K9 %REC %REC %REC %REC Analyst: KHN 8/4200911:37PM 8/4/7009 1117 PM 8/6/2009 Analyst: BB 1 8/7/2009 04.10 AM 1 817/2009 04:10 AM 1 8/7/2009 04:10 AM 1 8/72009 0410 AM 1 8/7/2009 04:10 AM 2 8/7/2009 08:38 AM 1 8/72009 04,10 AM 1 8r72009 04:10 AM 1 8/72009 04:10 AM 1 8/7/2009 04:10 AM 2 877/200908'38 AM 2 8/72009 08'38 AM 1 8/7/2009 04:10 AM E Value above quantitauon range ND Not Detected at the Reporting Limit Results arc wet unless utha rise specified 562. 989.4045 Fax: 502.989.40-40 Advanced Technology Laboratories CLIENT: Lab Order: Project: Lab ID: Analyses Leighton Consulting, Inc. 106685 SCE Newport, 602497-003 106685-018A Result ANALYTICAL RESULTS Print Date: 12-Aug-09 Client Sample ID: B9-6 - Collection Date: 8/3/2009 12:17:00 PM. Matrix: SOIL PQL Qua] Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunID: GC18 090808C QC Batch: 57087 T/R Hydrocarbons: C8-C10 TIR Hydrocarbons: C10-C18 T/R Hydrocarbons' C18-C28 T/R Hydrocarbons: C28-C36 T/R Hydrocarbons: C36-C40 T/R Hydrocarbons: C8-C40 Total sum. p-Terphenyl HYDROCARBON CHAIN IDENTIFICATION ND 10 ND 10 NO 10 ND 10 ND 10 ND 10 93.6 57-144 RunlDt GC2_090804B QC Batch: E09VS246 T/R Hydrocarbons: C4-C12 ND 1.0 Surr Bromofluorobenzene (FID) 93.5 59-145 PCBS BY GCIECD EPA 35506 RunID: GC5_0908068 QC Batch; 57129 Aroclor 1016 Aroclor 1221 Arodor 1232 Arodor 1242 Arodor 1248 Arodor 1254 Aroclor 1260 Arodor 1262 Arodor 1268 Surr Decachlorobiphenyl Sun; Tetrachloro-m-xylene ND ND ND ND ND ND ND ND ND 100 109 16 33 16 16 16 18 16 16 16 30-124 40-118 Qua011en: 8 Anatylc detected in the asnrociated Method Blank. fI Holding times for preparation or analysis exceeded S Spik&Sw.ugate outside of lit nits due to matrix interference 1)0 Surrogate Diluted Out. ,telt ;rarer' I erbaningr Laboratories EPA 80158(M) PrepDale: mg/Kg 1 mg/Kg 4 mg/Kg t mg/Kg 1 mg/Kg 1 mgMg 1 %REC 1 EPA 8015B PrepDale: mg/Kg %REC EPA 8082 PrepDate: pg/Kg pg/Kg pg/Kg pg/K9 pg/Kg pg/Kg pg/Kg pg/Kg pg/Kg %REC %REC 1 1 8/5/2009 Analyst: CBR 8/6/2009 03:07 PM 8/6/2009 03'07 PM 8/6/2009 03'07 PM 8/6/2009 03'07 PM 8/6/2009 03:07:PM 8/6/2009 03t07 PM 8/6/2009 03:07 PM Analyst: KHN 8/4/200911:51. PM 6/4/20091 Lit PM 8/6/2009 Analyst: BB 1 877/2009 04:40:AM 1 8(7/2009 04:40 AM 1 8/7(2009 04:40 AM 1 8/7/2009 04:40 AM 1 8/7/2009 04:40 AM 1 8/7/2009 04:40 AM 1 8/7/2009 04:40 AM 1 8/7/2009 04:40 AM 1 8/7/2009 04:40 AM 1 8/7/2009 04:40 AM 1 8/7/2009 04:40 AM is Value above quantitation range ND Not Detected at the Reporting Limit Rcwlts are wet unless otherwise specified 3275 Walnut Avenue Signal Hill. C4 90255 Til: 562. 989.4045 Fox: 562,9. 44 of 68 Advanced Technology Laboratorle ANALYTICAL RESULTS Print Date: 12-Aug-09 CLIENT: Leighton Consulting, Inca Client Sample ID: HI1-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 Result PQL Qual Units DF Date Analyzed. HYDROCARBON CHAIN IDENTIFICATION RunID; GC6r090804A 7/R Hydrocarbons: C4-C12 Surr Bromotiuorobenzene (F EPA 8015E OC Batch'. 109VW0134 PrepDate, Analyst: BD ND 0.20 mg(L 1 6/4/2009 06:19 PM 92.5 71-130 %REG 1 6t42009 06t19 PM Qualifiers: B Analyte detected in the ossoctated Method Blank 11 Holding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to matri interference DO Surrogate Diluted Out thane, 7eehualam Laboratories �. E Value above quantitation range ND Not Detected at the Reporting Lintiv. Results are wet unless otherwise specified 3275 ffalrtur Avenue, Signal Hill. C;4 90755 'Tel; 562. 989,4045 Far 562.939 407p 45 of 68 Advanced Technology Laboratories CLIENT: Lab Order. Project: Lab ID: Analyses ANALYTICAL RESULTS Print Date: 12-Aug-09 Leighton Consulting, Inc, 106685 SCE Newport, 602497-003 106685-019B Client Sample ID: B11-GW Collection Date: 8/3/2009 12:57,00 PM Matrix: GROUNDWATER PQL Qual Unit DF Date Analysed PCBS BY GC/ECD EPA 3510C RunID: GC4_090807A QC Batch: Amcor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Amcor 1248 Aroclor 1254 Amcor 1260 Amcor 1262 Aroclor 1268 Surr Decachlorobiphenyi Suer: Tetrachloro-m-xylene EPA 8082 67126 PrepDate: ND 0,50 PO- 1 ND 1,0 4L 1 NO 0.50 P9A. 1 ND 0.50 p9A 1 ND 0.50 P9A- 1 ND 0.50 pg(L 1 ND 0.50 PO- ND 0..60 pgh. 1 ND 0.50 pg/L 1 84.0 29-130 %REC 1 922 48-126 %REC 1 Qualifiers: B Anatytc detected in the associated Method Blank FI Holding times for preparation or analysis exceeded S Spike/Surrogate outside of limits due to mama interlcoaocc DO Surrogate Diluted Out ;Tdraared Teeh/mlamt Laboratories 3275 Walnut Ave, 46 of 68 8/612008 Analyst:. BB 8/712009 02:00 PM 877R009 02:00 PM 8/7/2009 02:00 PM 8t7f2009 02:00 PM 8/7/2009 02:00 PM 8)7/2009 02:00 PM 8/7/2009 02:00 PM 8/7/2009 02:00 PM 8/7/2009 02:00 PM 8/7/2009 02;00.PM 8/7/2009 02:00 PM E Value above quantitation range ND Not Detected at the Reporting 1mnd Results are wet unless otherwise specified 90755 Tel; 562. 989.4045 Fox: 502.989.4040 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 12-Aug-09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B1 I-GW Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-019C Analyses Collection Date: 8/3/2009 12:57:00 PM Matrix: GROUNDWATER Result PQL Qual Units DE Date Analyzed HYDROCARBON CHAIN IDENTIFICATION EPA 3510C EPA 80158(M) RunlD: GC16 090806F QC Batch: 57067 PrepDate:. 8/412009 Analyst: CBR T/R Hydrocarbons: CB-C10 ND 0,20 mg/L 1 8/6/2009 07:33 PM T/R Hydrocarbons: C10-C18 ND 0,20 mg/L 1 8/6/2009 07:33 PM T/R Hydrocarbons: C18-C28 ND 0.20 mg/L 1 84/20090733 PM T/R. Hydrocarbons: C28-C36 ND 0,20 mg/L 1 8/6/2009 07,33 PM TIR Hydrocarbons: C36-C40 ND 0,20 mg/L 1 8/8/200907:33 PM T/R Hydrocarbons: CB-C40 Total ND 0.20 mg/L 1 8/6/200907:33 PM Surr p-Terpher»I 77,8 35-131 %REC 1 8/6/2009 07:33 PM Qualifiers: B Mtdyte detected ttt the asszu:Lned Method Blank H Raiding times fat -preparation or analysis oxceeded S Spike Surrogate outside of limits due to matrix interference DO Surrogate Diluted Out Advanced l ecknolog, taiinrrtarie, F`. Value above quail lion range ND Not 1retccted at the Retorting Limit Results are wet unless otherwiw specified 3275 Walnut,4renue, Sign<d Hill, (A 90755 Tel: 562, 989.4045 Fax: 562.989.4040 47 of 68 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: Lab ID: 106685-020A Analyses SCE Newport, 602497-003 ANALYTICAL RESULTS Print Date: I2-Aug-09 ample ID: B11-2 tion Date: 8/3/2009 12:51:00 PM Matrix: SOIL Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunID. GC16_090806C QC Batch: 57087 T/R Hydrocarbons: C8-C10 T/R Hydrocarbons: C10-C 18 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 ND ND ND ND ND ND 10 10 10 57-144 EPA 8015B(M) PrepDate: 8/5/2009 Analyst: CBR 8(62009 03:16 PM 1 8/6/2009 03:16 PM 1 8/6E2009 03:16 PM 1 816/2009 03,16 PM 1 8/6/2009 03t16 PM 1 8/6/2009 03:16 PM 1 816/2009 03:16 PM mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg mei/Kg %REC EPA 80156 RunID: GC2_090804B QC Batch: E09V5246 PrepDate: T/R Hydrocarbons: C4-C12 ND 1.0 Sure Bromofluorobenzene (FID) 98.4 59-145 PCBS BY GCIECD EPA 3550B Run10: GC5_0908068 QC Batch: Arodor 1016 Arodor 1221 Arodor 1232 Arodor 1242 Arodor 1248 Arodor 1254 Arodor 1260 Arodor 1262 Arodor 1268 Sum', Decachlarobiphenyl Surrr. Tetraddoro-m-xylene vattners: mg/Kg %REC EPA 8082 1 1 57129 PrepDate. ND 16 141/Kg 1 ND 33 pg/Kg 1 ND 16 pg/Kg 1 ND 16 pg/Kg 1 ND 18 pg/Kg 1 ND 16 pg/Kg 1 ND 16 pg/Ko 1 ND 16 pg/Kg 1 ND 16 pg/1<9 1 980 30-124 %REC 1 108 40-118 %REC 1 B Analyze detected in the associated Method Blank H Holding times for pepmation or aualvsis exceeded S Spike/Surrogate' outside of limits due to matrix interference DO Surrogate Diluted Out reed Teel rolads .aLorvrtorits 3275 / A 48 of 68 Analyst: KHN 8/52009 12'O6 AM 815/200912'06 AM 8/6/2009 Analyst: BB 8f7/2009 05:10 AM 8/7/2009 05' 10 AM 8r7/2009 05'.10 AM 817/2009 05t10 AM 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 E Value above quantaation ND Not Detected at the Rewrite g I.Unit Results are wet uales;s ottttawtse specified Tel: 562< 9894045 Fitt-: 562.989.4040 Advanced Technology Laboratories P ry CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: I06685-021A ANALYTICAL RESULTS Print Date: 12-Aug-09 Client Sample ID. Ell-5 Collection Date: 8/3/2009 12:56:00 PM Matrix: SOIL Analyses Result PQL Anal Units DE Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT EPA 80158(M) RunID;. GC18 090806C QC Batch: 57087 PrepDale. 8/5/2009 Analyst:. CBR T/R Hydrocarbons: CB-C10 ND 10 mg/Kg 1 8/6/200903:27 PM T/R. Hydrocarbons: C10-CIB ND 10 mg/Kg 1 8/6200903:27 PM T/R Hydrocarbons' C18-C28 ND 10 mg/Kg 1 8/6/2009 03:27 PM T/R Hydrocarbons: C28-C36 ND 10 mg/Kg 1 8/6/2009 03:27 PM T/R Hydrocarbons: C36-C40 ND 10 mg/Kg 1 8/6/2009 03:27 PM T/R Hydrocarbons' C8-C40 Total ND 10 mg/Kg 1 8/6/2009 03'27 PM Surr. p-Terphenyl 101 57-144 %REC 1 8/6/2009 03:27 PM HYDROCARBON CHAIN IDENTIFICATION EPA 8015B RunID: GC2,_0908048 QC Batch: E09V9246 PrepDate: Analyst;: KHN T/R Hydrocarbons: C4-C12 ND 1.0 mg/Kg 1 8/5/200912:21:AM Surr. Bromofuorobenzene (FID) 92.9 59-145 %REC 1 8/5/200912:21.AM PCBS BY GCIECD EPA 3550B EPA 8082 RunID: GCS_0908066 QC Batch: 57129 Prepoate: 8/62009 Analyst:. 8B Aroclor1016 ND 16 pg%Kg 1 8E7/200905:39 AM Arodor 1221 ND 33 iigxg 1 8/7/2009 05`39 AM Arodor 1232 ND 16 pg/Kg 1 8/72009 05:39 AM Aroclor 1242 ND 16 pg/Kg 1 8/7/2009 05:39 AM Arodor 1248 ND 16 ug/Kg 1 8!7/2009 05:39 AM Aroclor 1254 ND 18 ug/Kg 1 8/7/2009 05:39 AM Aroclar1260 NO 16 pgMg 1 8/7200905.39 AM Arador1262 ND 16 pghtg 1 8/7/200905.39AM Arodor1268 ND 16 pg/Kg 1 8/7/200905,39 AM Surr; Decachloroblphenyl 96.3 30-124 %REC 1 8/7/200905,39 AM Sup Tetracbloro-m-xylene 106 40-118 %REC 1 817/200905,39 AM Qualifiers:8 Analyte detected in the associated Mrange Method Blank E Value above yuautitatiou H Holding times for p eparaion or analysis exceeded ND Not Detected at the Reporting Limit S Spike 'Surrogate outside of limits due to matrix interference Results an: wet unless otherwise specified. DO Surrogate Diluted Out nerd lraYirmlagc attl irs__._.,. 3275 Walnut .lrenue, Signal 1111/, (e:.4 90755 Tel: 562, 989,4045 Par, 562.989,4040 49 of 68 0 F .b Q 0 N O '0 X Op z t0 0 CO a malro(r.rmOCP0 0 0 0 0 0 0 O 0 0 +-. ZZZZZZZ ZZ` CO N N CO V' 0ep 0(0 O N N N N N N N N 8 c O O S �8�ea yoy $ 8 k G 6 d¢ 4 6 0 C Samptype LCS Sample ID: LCS-57 EPA 3559E Tes1N9: EPA B082 Balch ID: 5712 00 0 0 a re L SPK value SPK Ref Val 0 0 ti a n n to to te (0 to CD CO C CO CO ( w a 0 .- V tO N Y C H ro ' 03 q n. tn 0000 tO N ea c0 0 0 &&§S q#$# §##; 7 # fa f» o ro M N n 00 zzzzzz zzzzzzz �sn N N 0000 CO h N OD 0 CO cP O N n re- 0 0 0 0 0 0 888 it? o d v ee 00 2 2 co U U 0 O Ng P- O O 8 e u 6 ¢ O O 0 0 0 0 0 0 0 0 0 o0. 000 CO 0000 T T �- T a r O 0.0000 O 0 0 0 0 0 to N 0 N N '0 N W c) 4 0 a1 W 0. 8 • V W N )O O} 0 w e0! i0R t0+) 0 M M 0 0 0) m. T T a. T s 4' 4 0000000000 0 O 0 0 0 0 0 o o 0 0 0 0 0 0 6 0 O 0 0 0 0 0 O 0O ata OO i00 C.0N O 0 i0 0 0 1 O 0 0 0 0 0 Y> Yt/ 0� 0 0 0 0p 0 0 0 0 p PO W N m ti W. TW o) 0 .- 0) Na. 0 C tO 0 0 w 0 N wa w d } g y0 • c C y g E c 0 m N r• J 00 ' T = O a) 0 M1 0 E 0)) PO N N N N N N N N N N N N rO 00 tr 01 Lei0 U} Of 4 O 8823238823888 O 0 0 0 0 0 0 0 0 0 CO N 0 0 0 0 0 0 a o 0 0 c opp IN rr b 88888 • 0 0 0 0 0 0 Ki aH in W 1*) 0 O 00.00 0 0CO O..0 O m• 0 Att.t v0' 0t 00ih o c 2 c A A E 8 S g O L 0 a o 2 L Ai 0 r. t a o 1- N O c a o 2 a F F to to4 Co O o 0 0 0 0 0 0 o o 0 o 0 0 o sei N YI 1p to If) 0) 0. h h 1N e *0 Y] i(] O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z Z ZZZZZZZZ z Z ZZZ m °2 C 0 2 0 2 5 W • 3 E c ✓ • u o N t~ ,C u U u N 5 0 CS CS 4 40 u v 0 8` c w `0 a u 0 N � 2229y)222222222222k29222222222 { wi f 72 k, ( @fE));§! \ oo5 0 o`/\e 4o oare 6\„(/c', \\\\/\\24§;K§§f))f];;l,=!»i§[% r. +=0l,=ue000020000,=:_m \\ IN In 0 2=;7&#Iz:««a7 8888 n00 zzzzzzzzzzzzzzzzz ka ikf } , !00 r@ 7 0=i0 -• : 0 • ° ;!° O )2 { 1// 2SitUu1 k !±f,aP f..R£ea{§6( {(1 • 2 Z6to /k))ki}{aaaJ o @ 55VI le! ©®9et ®§®/ in ®//®®40M+f/!§&4®§§/// zzzzzzzzzzzzzzzzzazzzzazzzzzzz ia ®@,a;a ! 0 ` $f{ \ k)2\/\\\)0!212f -ik9i2/70-,t ®ttkt;lfƒ!)!{/Iic..cc !{!+Zlf \\5*/i)£±6a!!`+!#//ƒ§)/!\)fc §±}$;±}&!k)§®!ICfl0) l444<<< . Ad»,99-»;88 O a SampType, MB N th SeqNo: 1756266 TestNo: EPA 8270C Batch ID: 57 0. a 0 O a CC %REC LowLima SPK value SPK Ref Val d K C1 1 M l0 M CI Cf 0 0 0 0 0 0 0 0 CO 0 l0 M CI M 0' t+l @ to 40 M M M Cl M M 2 h Cb'I M M M t0 m M M CS M C) M M CI Cl M W t0 M CI CI M 000.0C100000000130000000000000000 Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z m c i d m m m fii 9 m @m c e £ .c >. 5 @ c m L A. e v m L O C' _ 03 5 0 g p W. 4 N6 4� ��..II . c co N 0 0 _D > N < C e C a S m U V a YI n t1. N N N N tV N N M .A .0 r mmmmmmmmasm'm'm m m c. m 5 c c m E m m m c m m i. e m 0 com m C m m m n a m t� 0 4. 4 L m£ E R O O O O N --4: �p�], T ?r @ O¢ 5. m D.. O O ... O to G� a 4 c G�"mm m x w {f op(m m q 20 9 n .0 m g 3 s 0 m N d1 V m Z Z oon0000Er. tr. xxxxs 9zz a fits: S619g9,4O49 b N O n M CO) 0' 0' 0 0 CI) (0+I 0 Cob c�) V) 0) 0) CO en 0) 0 o Q 0 0 0 0 0 M 0 z z zzzz ana0am o ▪ or- e co0p mw N N) 0) RI co C) b m ay et • Ecc cc '+? d) o s IIi y c a s m n .c c 0 4 0) coa c O co a - 2 0z F; s c • 5 o w v U U. T.t a. a N a, N Y 50. • 4CC333333330 ; c am a CO () N 0) CO CO CO zoi z a a a 0. 0 04 ai 0 a. a Analysis Date: 8f512009 Y m a a.n a n • 'ata u. a 0 NI 4 � g W hi o 7.J d ~ a L W T J SPK value SPK Ref Val 6 OM N N N t4 Oy r Ci M1 00 4 0 N YCY00 hu� -. 00 W 0 Co {y 00 N of m 00 co to 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 oM a a eo co 0) t0 0 on 0 0 c0) (m�) CI) 0 ) )') PIt0 m 0) 0) t0+) Off) Y+) M aN 0 M f0R 0 Fa' gN) PI 0) to 0 0) a to 0' t') N 0) m COCa off') m ma m o to co +o a q f0 to o 0) 00 0) a a ma' aC ui r) to IN 0 i� c0 M. c0 0 0) coW o N co N N N N C9 N or c o E m C L 2 c µ o f 9 o w 9. s E o a 0 o Qg it m aLa a6JCo L Ea a VC o o 0 3 m ahy9O ENzzaa a TN N .0 NC Ca 0 N 04 43) 0v Y IC11f0) Yam) in it 10 00 O 00 40 O 00 0 �00Cr �y) 0)) 0 0) coel 0) {0)) N M h 00 O h F- P. 00 O 40 0) 0 00 CO CO ro 0) {U 0) O l0 t0 (B 0 Pam) m P) (0 ire 0 00 0) N 0 t0V N N 03 CO N N N ry C 1f1 . P p S C z 1 00 a E m 2 h o 6 T O • 0 L F o 0 o t° V ^y J J O rp ,c O a y ,p w N s{ U L a I- 's0 LIN qa 1 a .- N N fk N 4 Z Q fl {`` 5- d aaaaa5aa xa y a a. o n g_ m to w N N N 07 CO 0 0 0 8888748 V N o)0(00('4827; 00 V) b N A (0 40 (0 40 8 40 O < Oi N O (0 W W h O 0 0 0 0 Cr O 0 0 0 O 0) 0) O f0') (0) t0() M 0) t0t�)1 ((0) 8 0) (0 0) M t0•) 0) tom) (4+) 0) 0) 88888888888 O 0) CO H) CO (0 0 0) Cr 0) C) 0 O O 0 V) 0) 0) 40 0 hp h.{40 bhp h h 0 N) h 0 O 0 0 (0)) pN M O (B 00 b 0 0 p 0 0 )) m 0 ail 00 h ptlJ� N 0 0 0 Y) (0 0 M 00 00) N N 0) N N 0 N N M N 0) N P) N N N (0 0 d r� 3 2 F S o P O O d E O C C c O t0 E a 2 N °t ' 8 ri! a U u. C� f- C O P y N 0t" N N N N 4 a) V- �' "6 P` P Q 8-0 o a E E E E E "E 4 O 0 ,C u Z awl w N c N coy N N 4' U 0 z • hialV ti' Q 2 d P. 0. 0 04 '0 0 m _ .Q U 7 u ti 0 M Y'" CO t a 0 V n CO 0 CI CI CI MM M LC) tr 0 CV N N N N N N N N N N N N 0 0 0 0 0 0 0 0 0 N0 N4 W 0) CO 0) C 0) 00 O 0 0 0 0 0 0 0 0 iV N N f4 a' c- N N CO r' W T 0) iO 0W alOM) M CO N N �] N N 0 N N 0) C) N CS 0 0) 0) O N 0'') r N C] r Cam) 0 N O O r 0 r N 0 0 0 CO N to 0) CO Or CO P t0 N CO 0 0 vt CO Pa 1.0 h t[3 CO N C O fD in t0 of LO n P. 0 mOm Vi N C tRto O C} O t«tO w n 00 m 0 00 0 • ti O) 0 O 0 0 0 0 0 0 0 6 CI 01 co 0) 0)) 0, V) C) 0) CO 00000000600 M 0) MM 0t000)00M6 �2ram) t1 0) 10')) 0 0) 0) C CO MM <M�) 0 M 000 0 O CO M 0 to O CO M 0 0 00 0) 0)0 0 OP CI N 0) Oft y0y V) h a C) e m r ON 0 0 0) to P. 0 04 Pa PC CV CC N N N N N 0 N CN) N M N N N CV CO N a as o c g €E o c v ro a E c '� d) 0..T_. ,p3 a c L N c .6 s 'C q 0 0 c O 2 j G 'pp O C. b m 3 E. 8 c g E c c °1 yip C < 0 a u.. r 8 m U 0 0 c. Ci G 6 T. O r- lV N N N V Z CL F V C 6 0 0 W IOD U p C t t t' N 4 0 U V=t� Z U Z L T co 0 0 if) O) 0 0 • tv d, 3 c 6 Z 0, C. EL RunNo; 111474 SegNo; 1756826 Analysis Date: %RPD RP Calm k 0 CO \}na 222222\ o00000_ ))/)kk{ 222222i f7$fff5 &;¥f&` Signal Hil(, [ I V 0 0 O p to 0 0 e- N M 9 N C ;! f. Gy V0 Q O U 0 a o 0n 7 a O00 72", zn Ri nNo•, 111447 a w E SegNo: 1756413 E 0. cc az a HtghUlmil RPD Ref Val SPK value SPK Ref Val 2 03 d 0 w a } \\ ANALYTIC tal t 0 \\\ \; cn RunNo: 111429 te V> J Sample ID: 0908 SegNo: 1755962 TestNo: EPA 8015E1 At 0 Balch ID: 109 RPDLImIt Qual cc U W ¢ SPK value SPK Ref Val 0 ¢ IO 0 N CS CO 0 0 O gj RunNo: 111429 Sample ID: 106685.001AM SegNo: 1755972 Analysis Date: 61412009 2 RPDLimit Qual a ¢ %REC LowLimit HighLtmil SPK value SPK Ref Val 5 2 0 a O o O v o m o a o a a a 4 ao RunNor 111474 SeeNo: 1756809 0 0 0 a a 0 0 a O TestCade: 8015 S DM TestNo EPA 80158(M LUFT 0 0 V lV CO r Sample ID. LCS-57087 Client ID: LCSS 0 0 m0 CO W E O 0 0 0 0 ID 0 S N 0 0 nid': 111496 E E TestCede. 8015 W DM SempType: LCS egNo: 1757437 TestNo EPA 801513(MI EPA 3510C Balch ID: 57067 eh co 0 U J _J J %RPD RPM.' EC LowLimit SPK value SPK Ref Vel CCCC 0 N M O 0 L1 Page I of I Rachelle Arada From: To: Meredith Church [mchurch Ieightongroup.con ] Tuesday, August 04, 2009 11;07 AM Rachelle Arada Subject: PN Hi Rachelle, We submitted samples for a project yesterday, the PN was fisted as 602597-002. The PN should be 602597-003, please list this number on the invoice. Also,we've had arable ms 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, PC Project Geologist LE.IGHTON Salutions Von Can flint 177A1 Cowan Irvine„ CA 42614 (949) t.Sl-424it (Dirce ) (949) 293-2519 (Cell} (949) 477.4040 (OiTicel (9491"250-11 14 (rax) V4/2009 Page 1 of 1 Rachelle Arada From; Meredith Church [mchurch@I&ghtongroup,com] Sent: Tuesday, August 11, 2009 6:35 PM To: Rachelle Arada Subject: additional analysis Hi Rachelle, For the Newport Beach Project (submitted on 813), we need some additional analys's. In add on the project number, it should be 602497-003 (not 602597), Please Analyze 136.7' for TPH-cc (we don't need TPH9, G10 on up will bef ne for a I these requests) 87.5' for SVQCs 87-7' for PCBs and TPH-cc B12-7 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 raft me on my Thanks! Meredith Church, PG Project Geologist ..EIGHTON solution* You C or Butt 11781 C'ox act ext': -A 92614 208 CDr c. fit{; 477.404d '50-1114( (94 (94 (94 8/ 12, 2009 one. 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, 602497-00 Attention: Meredith Church EIAP No.:1838 LAP No.:02107CA NEVADA,: CA-401 CSDLAC No,; 10196 Workorde:r No.: 106685 Enclosed are the results far sample(s) received on August 03, 2009 by Advanced Technology Laboratories . The samples) 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 pro. iouslysubmitted. Thank you for the opportunity to sen needs of your company. Please feel free to call ntc at (562)989-4045 if Sincerely, Eddie F. Rpdrigucz Laboratory Director The cover i s entirety IIeriSa 4 of ss1( 1 of 19 he>ratory Report e ti rechnolor„• L.a o your c of he tones. Uce a fat: `6; 089 Advanced Technology Laboratories CLIENT: Lab Order: Project: Lab ID: Analyses Leighton Consulting, Inc. 106685 SCE Newport, 602497-003 I06685-004A Result ANALYTICAL RESULTS Print Date: 18-Aug-09 Client Sample ID: B6-7 Collection Date: 8/3/2009 9:55:00 AM Matrix: SOIL PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunID: GC16 090817C QC Batch:. 57378 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 Sure: p-Terphenyl Qualifiers: ND 10 ND 10 ND 10 ND 10 ND 10 ND 10 118 57-144 EPA 8015B(M) PrepDate- mg/K9 mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg %REC deko:ted in the associated. Method Blank E. preparation or analysis exceeded ND ke/Surrogate cubicle of Innirs due to matrix interference DO Surrogate Diluted Out dx9 d lrrlreraln,zt °ries 8/17/2009 Analyst: CBR 8/17/2009 04:00 PM 8/17/2009 04:00 PM 8/17/2009. 04:00 PM 8/17/2009 04:00 PM 8/17/2009 04.00 PM 8/17/2009 4400 PM 8/17/2009 04.00 PM Value above quantitation range Not Deter,. ed at the Reporting Limit Results are wet unless othenvise specified 3275 Walnut l yentre, Signal Hill, CA 90755 Tc/ 562. 989.4045 Few 562.989.4040 2 of 19 Advanced Technology Laboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-007A ANALYTICAL RESULTS Print Date: 18-Aug-09 Client Sample ID: B7-5 Collection Date: 8/3/2009 10:48:00 AM Matrix: SOIL Analyses Result PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550E EPA 8270C RunID: MS6_0908120 QC Batch: 57271 Prepbate: 8/12/2009 Analyst: DMP 1,2,4-Tnohlorobenzene ND 330 ug/Kg 1 8/14/2009 06:56 PM 1,2-0ichlorobenzene ND 330 pg/Kg 1 8/14/200906'56 PM 1„3-DicNorobenzene ND 330 pg/Kg 1 8/14/200906:56 PM 1„4-0ichlorobenzene ND 330 pg/Kg 1 8/14/200906:56 PM 2,4,5-Trichlorophenol ND 330 pg/Kg 1 8/14/20090656 PM 2;4,8-Trldilorophenol ND 330 pg/Kg 1 8/14/2009 00:56 PM 2,4-Dichlorophenol ND 1600 pg/Kg 1 8/14/200906.56 PM 2,4-0Imethylphenol ND 330 pg/Kg 1 8/1412009 06:56 PM 2;4-0initrophenol ND 1600 pg/Kg 1 8/14/2009 06:56 PM 2.4-Dmitrototuene ND 330 pg/Kg 1 8f14/2009 06:58 PM 2,6-Dinitrotoluene ND 330 pg/Kg 1 8/14/2009 0656 PM 2-chtoronaphthalene ND 330 pg/Kg 1 8/14/200900`56 PM 2-cltrophenal ND 330 pg/Kg 1 8/14/2009 06.56 PM 2-Methylnaphlhalene ND 330 pg/Kg 1 8/14/20090656 PM 2-Methylphenol ND 330 pg4lg 1 8/14/20090656 PM 2-Nitroanflne ND 1600 pg/Kg 1 8/14/2009 06:56 PM 2-Nitrophenol ND 330 pg/Kg 1 8/14/2009 0656 PM 3,3`-Dichlorobenzidine ND 650 pg/K9 1 8/14/200906r56 PM 3-Nitroanitine ND 1600 pg/Kg 1 8/14/2009 06-56 PM 4,6-Dinh ro-2-methylphenol ND 1600 pgMg 1 8/14/2009 06:58 PM 4-Bmmophenyl-phenylether ND 330 pg/Kg 1 8/14/2009 06:56 PM 4LNoro-3-methylphenol ND 660 pg/Kg 1 8/14/200906:56 PM 4-Choroanilme ND 660 pg/K9 1 8/14/2009 06:56 PM 4-Chorophenyl-phenylether ND 330 pg/Kg 1 8/14/200906:56 PM 4-Melhylphenol ND 330 pg/Kg 1 8/14/2009 06:56 PM 4-Nitroaruline NO 1600 pg/Kg 1 8/14/2009 06:56 PM 4-MUophenol ND 1600 pg/Kg 1 8/14/2009 06:56 PM Acenaphthene ND 330 pg/Kg 1 8/14/200906:56 PM Acenaphthylene NO 330 p9/Kg 1 8/14/200906:56 PM Anthracene ND 330 pg/Kg 1 8/14/200906:56 PM Benzidine (M) ND 1600 pg/Kg 1 8/14/2009 06:56 PM Benzo(a)anthracene 440 330 pgK0 1 8/14/200906:56 PM Benzo(a)pyrene ND 330 pg/Kg 1 8/14/2009 06:56 PM Benzo(b)fiuoranthene ND 330 pg/Kg 1 8/14/2009 06:56 PM Benzo(g,h,i)perylene ND 330 iig/Kg 1 8/14/200906'58 PM Qualintte; B Analyie detected in the associated Method Blank F: Valueabove quantization 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 inlerfemice Results are wet unless otherwise specified D0 Surrogate Dilulcd Out . tdrnneed 7eebnoingr Laboratories•._., .3275Walnut A w,ue, Signal Hill, C4 9/7755 Ten 562. 989.4045 F'ax:562,989.4040 3 of 19 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 18-Aug-09 CLIENT: Leighton Consulting,Inc- Client Sample ID: B7-5 Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-007A Analyses Collection Date: 8/3/2009 10:48:00 AM Matrix: SOIL Result PQL Qual Units OF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550E EPA 8270C RunID: MS8_090812D QC Batch: 57271 Prepfate: 8/12/2009 Analyst: DMP Benzo(k)fuoranthene ND 330 pg/Kg 1 81142009 D6:56 PM Benzoic acld ND 1600 pg/Kg 1 8/14/200906:56 PM Boozy! alcohol ND 660 pg/Kg 1 8/14/200906:56 PM Bis(2-chloroethoxy)methane ND 330 pglKg 1 8/14/20090056 PM Bls(2-rhloroalhyt)ather ND 330 pg/Kg 1 8/14/20090656PM BIs(2-chlorolsoprapyl)ether ND 330 pgf(g 1 8/1420090656 PM Bis(2-ethylhexyl)phthalale ND 330 pg1Kg 1 8/14/200906.'56 PM Bulylbenzylphthalate ND 330 p91K9 t B/14200906.56 PM Chrysene 430 330 119/I(9 1 8114/2009 06:58 PM DI-n-butylphthalate ND 330 p9/K9 1 8l14/200906.56 PM Di-n-octylphthalate ND 330 pg/Kg 1 8/1412009 06:56 PM Dibenz(a,h)anthrecene ND 330 pg/Kg 1 8/14/2009 06:56 PM Dibenzoruran. ND 330 pg/Kg 1 8/14/200906:56 PM Diethylphthalate ND 330 pg/Kg 1 8/141200906:56 PM D'maethylphthalate ND 330 pgMg 1 8/14/200906.56 PM Fluoranthene 470 330 p91K9 1 8/14/2009 08:56 PM Fluorene ND 330 pg/Kg 1 8/14/2009 08:56 PM Hexachtorobenzene ND 330 pg/i(g 1 8/14I20090606 PM Hexachlorobutadiene ND 880 pg4(g 1 8/14/200908::56 PM Hexachiorocyclopentadlene ND 880 p9/Kg 1 8/14/2009 0656 PM Hexachloroethane ND 330 pg/Kg 1 8/14/2009 06:56 PM Indeno(1,2,3-cd)pyrene ND 330 119M9 1 8/14/200906:56 PM Isopharone ND 330 pga(9 1 8/14/200906:56 PM N-Nilrosad'iaa-propylamine ND 330 pg/Kg 1 8/14/200906:56 PM N-Nibosodiphenylamine ND 330 p91R9 1 8/14/2009 06:56 PM Naphthalene ND 330 rig/Kg 1 8/14/200906:56 PM Nitrobenzene ND 330 pg/Kg 1 8/14/200906:56 PM Pentachlorophenol ND 1600 tie/Kg 1 B/14/200906-56 PM Phenanthrene 460 330 pgig 1 8/14/200906:56 PM Phenol ND 330 pgme 1 8/14200906:56 PM Pyrene 760 330 1191K9 1 8/1420090656 PM Sure 1,2-0IchIorobenzene-d4 64.6 49-103 %REC 1 8/14/2009 06a60 PM Surr:.2.4,6-Tribronwphenol 51.7 47.129 %REC 1 8/14/2009 06r56 PM Sure 2-Chlorophenol-d4 69.7 54-109 !4REC 1 8(14/200906:56 PM Sumo 2-Fluorobiphenyl 76,2 59-108 %REG 1 8/14/2009 06:56 PM Qualifiers: B Aaalyte 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 tdraaeed Tecbrmfng, Laboratories 3275 H'a/rerrt,4verrit it Value above quan ND Not Detected at the Repo Results are wet unless oth fled 7 e1: 562. 989.4045 Fax: 562.989.4040 4 of 19 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 18-Aug-09 CLIENT: Leighton Consulting, inc.-��-- Client Sample ID: B7-5 Lab Order: 106685 Collection Date: 8i3/2009 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 3550E EPA 8270C RunID: MS6_090812D QC Balch: 57271 PrepDate. 81122009 Analyst: DMP Surr;2-Fluorophenol 673 50-111 %REC 1 8/1412009 06:56 PM Suer.:4-Terphenyl-d14 83,6 58-135 %REG 1 8l141200906'56 PM Suer Nitrobenzene-d5. 80.1 54-115 %REC 1 8114/2009 0666 PM Surr Pher,ol-d5 71.6 58-112 %REC 1 8/142009 Ot56 PM Qualifiers: Analyte detected in the an ociated Method Blank P. Value above quandtatiou range Hokding tunes for preparation or analysis exceeded \`l3 Not Detected at the Reporting Limit Spike/Surrogate outside of omits due to matrt't interference Results are wet nodes., otherwise specified tumgate Diluted Out ancol lee/rralagt t.Jhurator]es 3275 Walnut rl toll, CA 907SS Tel: 562. 9894045 Fax: 562.989.404 5 of 19 Advanced Te CLIENT: Lab Order: Project: Lab ID: u Laboratories ton Consulting. Inc SCE Newport, 602.497-003 30Ct 35.ti08A Analyses Result PQ ANALYTICAL Print Date: J8-Aug Client Sample ID B7-7,..,. Colettian Date: 8/312009 10:51:00 A tilts ULTS Date Analyzed HYDROCARBON CHAIN 1DENTIFICATION L.UFT RunID. GC16090816A QC Balch: 57376 T/R Hydrocarbons'. CS-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-Tarphenyl PCBS BY GC/ECD Aredor 1232 Anode; 1242 Arodbr 1248 Arocla 1254 Arocior 1260 Arodor 1282 Arodor 1268 Surr, Decachlorobiphenyl Surr Tetr ohloro-m-xylene .ldtrurccd Tn liaolagr ND ND ND ND ND ND 119 EPA 3550E QC Balch: ND ND 36 ND ND ND ND ND 82.0 878 10 10 10 10 57-144 18 16 16 16 16 16 16 30-124 40-118 lde et limits due to matrix mterferau e Out , 275 Walnut -$v 6 of 19 EPA PrepData,: 1 1 1 1 1 %REC EPA 8082 PrepDate: 1W/K9 v9/K9 p9/K9 %REC %REC 1 1 the Maths; the we wet ones 8114/2009 Analyst: CBR 8/18/2009 01:59 PM 8/16/2009 01'59 PM 8/162009 01-59 PM 8/16/2009 0159 PM 8/16/200901$9 PM 81182009 01:59 PM 8/1612009 01::59. PM 51412009 Analyst. BB 8/142009 0724 PM 8J14/2009 07:24 PM 8/14/2009 07.24 PM 8/14/2009 07.24 PM 8/142009 07:24 PM 8/1412009 07'24 PM 14/2009 07r24 PM 81142009 07:24 PM 81142009 07:24 PM 8/14/2009 07:24 PM 8/14/2009 07'24 PM cralse srceilied *r 90 40l5 rat: S6,. r781.4/)4 Advanced Technology Laboratories CLIENT: I etghton Consulting. Inc, Lab Order: 106685 Project: SCE Newport. 602497-003 Lab ID: 106685-023A Anabses ANALYTICAL RESULTS Print Date:<l8Aug-09 Client Sample ID: B12-2 Collection Date: 8/3/2009 1:29 00 PM Matrix: SOIL Result PQL Qual Units ISF Date Analyz HYDROCARBON CHAIN IDENTIFICATION LOFT RunID: GC16 090816A QC Batch:. 57376 T/R Hydrocarbons: C8-CI 0 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 PCBS BY GCEECD RundD: GC4 090814A Aroclor 1016 Aroclor 1221 Arodor1232 Aroclor 1242. Aroclor 1248 Arodor 1254 Aroclor 1250. Arodor 1262 Aroclor 1268 Sur : Decachlarobiphenyl Sum Tetrachlbro-m-xylene ND ND ND ND ND ND 118 EPA 3550E QC Batch: 57365 ND ND ND 28 ND ND ND ND ND 74.1 81.8 EPA 8015B(M) PrepDater. 8/14/2009 Analyst CBR 10 mg/Kg 1 8/162009 04624 PM 10 mg/Kg 1 8/16200904:24 PM 10 mg/Kg 1 81162009 04:24 PM 10 mg/Kg 1 8/1620090424 PM 10 mg/Kg 1 8/16/2009 04:24 PM 10 mg/Kg 1 8/162009 04:24 PM 67-144 %REC 1 8/16/2009 0424 PM EPA 8082 PrepDate. 8/14/2009 Analyst BB 16 pg/Kg 1 8/142009 07:54 PM 33 pg/Kg 1 8/142009 07:54 PM 16 pg/Kg 1 8/14/2009 07:54 PM 16 pg/Kg 1 8/142009 07:54 PM 16 pgMg 1 8/14/2009 07:54. PM 16 p9/K9 1 8/142009 07:54 PM 16 pg/Kg 1 8/142009 07:64 PM 16 pg/Kg 1 8f14/200907:54 PM 16 pg/Kg 1 8/14/2009 07:54 PM 30-124 %REC 1 8/142009 07:54 PM 40-118 %REC 1 81142009 07:54 PM Qualifiers: 8 Aaalyte detected to the associated Method Blank H Holding times for preparationor analysts exaxded S Spike/Surrogate outside of limits due to moat% urterfercncc DO Surrogate Diluted Out t ;raced 7eelraoings .,labaratories�.... Value above quaottation range ND Not Detected at the Reporting Limit Results are wet unless otherwise specified 3:75 6Nalnur.Lrru tic, Sigrid dill, CA 90755 Tat: 562. 989,4045 Fax: 56de9844040 7 of 19 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 18-Aug-09 CLIENT: Leighton Consulting, Inc. Client Sample ID: BI2-6 Lab Order: 106685 Project: SCE Newport, 602497-003 Lab ID: 106685-024A Analyses Resat Collection Date: 8/3/2009 1:32:00 PM Matrix: SOIL PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunID: GC16 090816A T/R Hydrocarbons: CB-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 PCBS BY GCtECD QC Batch: 57376 ND ND ND ND ND ND 118 EPA 3550B RunID: GC4_090814A QC Belch: 57365 Aroclor 1016 Arodor 1221 Arodor 1232 Aroclor 1242. Arodor 1248 Arodor 1254 Arodor 1280 Arocbr 1262 Arodor 1268 Sur: Decachlorobiphenyl Surr: Tetrachloro-m-xylene Qualifiers: ND ND ND ND ND ND ND ND ND 82.1 86.0 10 10 10 10 10 57-144 16 33 16 16 16 16 1s 16 16 30-124 40-118 EPA 8015B(M) PrepDate:. mg/Kg m9/K9 mg/X9 mg/Kg mg/Kg mg/Kg %REC EPA 8082 PrepDate: pg/Kg pg/Kg p9/K9 pg9 pg/Kg pg/Kg pg/K9 pg/K9 p9/K9 %REC %REC 1 8/14/2009 Analyst: CBR 8/162009 02i08 PM 8/162009 02.08 PM 8/16/2009 02:08 PM 2009 02:08 PM 62009 02:08 PM 8/16/2009 02:08 PM 8/16/2009 02:08 PM 8/14/2009 Analyst' BB 8(14/2009 08.24 PM 8/142009 08.24 PM 8/14/2009 0824 PM 8/14/2009 08'24 PM 8/14/2009 08:24 PM 8/142009 08:24 PM 8114/2009 08:24 PM 8/14/2009 08:24 PM 81142009 0824 PM 8114/2009 08'24 PM 81142009 0824 PM B Analyte detected in thu associated Method Blank. H holding times for preparation or analysis exceeded S Spike/Surrogate outside of !units due to matrix interference DO Surrogate Diluted Out artrwurerl 7eehnolrtwr Laboratories E Value above yuaru tatron rnnge ND Net Detected at the Repotting Limit Results are wet unless otherwise specified 3275 Walnut Avenue, .Signal Hill, CA 90755 Tel: 562. 989.4045 Bof19 Fe 562,989,4040 c 0 9 t— o6 ON N 0 C X O O Q F N cz DO CO d o U 0 0 CO 0 N 0 0 o or 0 0 Prep Date! 8117/2009 SampType: MBLK Sample ID: MB-57378 Analysis Date: 8l1712009 TestNa: EPA 80158(M L Balch ID: 57378 tto 0 o. RPD Ref Val SPK Ref Val 0 0 zz0 m •r. r v N cr C m 0 O N 8 q rg O 0 A- h ( 0 0 0 O co a co co E E c t t -J J J X O n Nf g ter Q to w ai 0 0 0 a RPOLim l Qual a a. E J J 0 tu PK value SPK Ref Val N cc d = 0 o m 2 Rc to 0 < a. 00, a zzzzz2 ,mm9\ 99§ 99- `§J\� E°)k){ §! „ !( ƒ{\/{( PPPPP O 00 0 4-4 M M M d�5 C'J 0) M 0 M 0 4') M M M M t�'S O co b O S M QN m V) CI M M M M M M 0 M M m M 40 M M s*) M M M (0 0, (0 CO CO M 40 CD CO M M z z a z z z z z z z z z z z z z z z z z z z zz. z z z z z o_ c m cm m c w 0.F0 m 0 m _c 6 C m C n.. r& m m a�-0B d a o a. ,c € La aai N N c i LLm a c c T c L ,' �'-' 6 6 0 • n T o AQ m 2 O 204 , L o E= m R c c c E c N 0? E W c 6 u 0 m ±� m v u 4 L gp E E �c° r 2 a- a' m' L mq. 0 n �+ {= U a- c'0i a j= F= u E C 'c "c 0 b e a a a y 0. E E S E 0 t 4 a O C k O in 6 ci Ll 0 O G t Z. m m Q> 0 o f 's t f m N N N A 4 4 V' V 4 4 4 4 <dd 9 U Z Z Z in Z th o o O o .} 4 4 4 4 .- 4 N N N N N N N N N N N N N Gi th 4 4 4 4 4 M 4 O • y o 2§! f)/C7 CI 7lRfSRaR#!E!!//;/;! go k{®| )7k{/0- |a! ,§0/! )=,!:§_22 §£/\ ..#`# o •- _=;«_ § a£<)!# ,�i{}ta{ §#y*°&�`»\\lEEt,r 44«<cof9*/))rca/J\\\/ \//&<i ƒ)/a/ /k///§ \0 4 \\ \0�\` r{a utig 59,t3 O S8R888§§§ 3 t0 In 17 N) Yl e7 CI M zzzzzzzzzzzzzzzz i N F c N SY V' Z to 0 0 V 0 CO n 0 o c 0 0 w. 0 RunN0:. 111709 Prep Date.: 8/12/2009 8270 S FUL Units: pgtK 0, SampType: LCS Sample ID: LCS-5 OD 10 10 1- 2 a y Analysis Date: 8/12/2009 Cs a w 8 w 2 • 0 ~ a %RPD RPDLimit Dual 2 Batch ID: 57271 Client ID: LCSS SPK value SPK Ref Val 0, 0 N Pa.e N N 0 0 0 0 0 0 0 0 0 0 0 0 M M M N oom 0 M M 0 M 6 O 0) <0 C) P) M ffi CT 0 0 (00 0 r 6 N.0 0 m: 001 CO )C 0 CD Mc m CO 0 0 10 0 (0 (0 {0 h OD 0 .�- K V �Nry co v(vp0 CN OF O N 00 CCO00�i CO at 0) m N N V) N M A N N N t7 N N N C? M N • O CC N 0 * f p Q T'+e t. N CE E c a g w t3 N C y d O0 O p 6 a Q 5 H th j C • N CC 0 �')' 11'.0 KS) 0 0 o0 e. 0" O _ Q 6n O G 0.1 N N N 4 Z a 0 s L C C U p 0>>>> 3 a .i 0 9 Z u 3 y 2 y, to (n 40 to f0 [0 i0 N CV N 4 V Q 2 (L a s o 0 0-3 0[� 0 0 0C� C0� 0CA 0 0 Ct M M 0) M M M 0) O 0 0 0 0 0 M CS 0) C7 'o 0 M 0) 0 C) 0) TO )0 0) o m ,t,a, 0 C! (N0 0 0 r0 02 O co! 40 6 Q VI 00 .may tpp N�W CO N N C! N N N 01 m P C O IDL N CC • CD C m T « t i t 0 W cpp� 4" Q ZJ 5 0 L M CC N 6 Z 6 y t G }: u _QC 0 0 0 N o N N R Q Ti 0 4s 562. 989.4045 O0)n O O O 00 10 0 M M h 0 M 0 0) (() h h M 0 M (D 0 M 0 M M ro (0 (7) 0 (a(ppp O M O M CO (O m M O N toQ 0 O w4- V 0,0 in(? M (O It) N h h. I-- Y N O) M N N N M N N N M M N RunNo: 111709 0 414 0 a C 7 SegNo: 1761610 Analysis Date. 8/12/2009 a a ce a at ibLimi( RPD Ref Val SPK value SPK Ref Vat N N N N N N N N N N N O 0 0 M 10w M -. ti m m O 0 0 00 CD V in 4 co p N N N N of N N (ND N M CO N 0 0 O P V 0) W N 0) O M 0)) 0) 0 W M.- 0 r CC)- e- ' eM- ^ 0M- 0 N (« 0 O O 0 00 N O) @ CO O 0) h (0 0 h (0 h 0(D V V) 04) V V (O a- m O M (p O N 'N ti r M ro M 0) O 0— 2,0o SW ti� 0 0 0 0 0 0 0 0 0 0 0 09 m GGMn� M M MM m�.yy CO') O M M CO) (') M 0in 0) in ( F M C) M 0)) Vin N} M) <M') M N CM) (M() M 8822880)0)1NR M 0) C) M (D (' CO M m M (o 0,10 (0 0 ( COIRO O O 0.M N((0 RC'0) (M() M CO an N M (OO 04(4 p hp N 40 ((OD O N N M N N N N M M N N N M N m o c to o c m p V ,g o0 8 Qc y m p a a L Mc m r 3 m u t £ s $ 0 E 0 c B�p J. o. 0 (b c u Q Q h t O m r' N N 'C r r 0 6 n B. .'c N Y d U U Z NNQv a`z Za as E to co co 4 G M TestNo: EPA 8 RunNo' 111709 0 0 0 0 N N W a Analysis Date: w tip 0 m c' n> At TestCoda: 8270_S 2 108760.014DMSD RPDLimil Qual 0 %REC LowLimit HighLir m 0 0 0 0 0 0 0 0 0 0 Q A (0 .- N SO 41 Val 0 CO10 W O N w C 0 0 0 0 o eID n m 0) C 0 to in. N t'1 N N �0Q M N 0 0 0 V 0 0 0 6 t0 <0 CO CO CO 0 0 0 z z 0 0 M zzzzz0 zm0 e mr N N tO C 0 N W d V N b tp tO y N- r w N- 0 O C Q h {�O} tO,� O yb O O 6 O 4l O 0% 1) M 0 Na 0) CV O 0 0 N. N. A 0> 0 <O t0 to 4s, t- CO CO CO V1, t` W b 0 (0 tb z M O 0 0 0 N N r b a b r CO 0 • 0 co 5A Mto to ✓ pN sr CO CO rq 00 M 4 N CO t) 0 0 CO 0 CO M CO U1 IA ICi 1. co to r r 4 v 0 Pagc I of I Rachelle Arada From: Meredith Church [mchurch©leightongroup.com) Sent: Tuesday, August 11, 2009 6.35 PM To: Rochelle Arada Subject: additional analysis Hi Rochelle, For the Newport Beach Project (submitted on 8/3), we need some additional analysis. In on the project number, it should be 602497-003 (not 602597). Please Analyze B6-T for TPH-cc (we don't need TPHg, C10 on up will be fine for ail these requests) B7-5 for SVOCs B7-7' for PCBs end 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, Thanks! Meredith Church, PC Project Geologist LEiICHTON Solulions You Can linlld On 17781 C°o%con In On, CA426614 040) 681.420+ (Direct) {9$9) 293.2519 (C01',,,. 1)40) a77-4U4U (OHJ::e,j 1 v.191250-1114 (IaN) 8.'I2/2009 bon, I made a typ If you have arty questions, please call me on my cell phone, 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 ELAN No.:1838 NELAP No.:02107CA NEVADA.: CA-401 CSDLAC No.:10196 Vdorkorder No.: 6 Enclosed are the results for samplc(s) received on August 03, 2009 by Advanced Tecimology Laboratories • The sample(s) are tested for the parameters as indicated in the enerloscd chain of custody in accordance with the applicable laboratory certifications, This is an addendum report. Please incorporate with documentation Thank you for the opportunity to ervicc the need, of your campan. Please Sincerely. Eddie F. Rctdttg! Laboratory Director Pre coy yr letter E` ih enures% whoa Tes mt 9-4045 if 1 can he of further assistt inteersi p ut,°ritkrrs anat.oca report. his I aborato y inen nvnsaau:itrn ttatu the cairnr and Adranced 1 du Q Iy submitted. ut rmpany. p 1. Advanced Technolo2v Laboratories CLIENT: Leighton Consulting, Inc. Project: SCE Newport, 602497-003 Lab Orden 106685 Date: 26-Aug-09 CASE NARRATIVE Analytical Comments for EPA 8082 Samples 106685-026A and 106685-027A were analyzed beyond hold time. Page 1 of 5 3275 Walnut Avenue, Signal Nil/, C4 90755 Tel: 562. 989.,1045 Fax: 562.989.4040 2 of 6 Advanced Technology aboratories CLIENT: Leighton Consulting, Inc. Lab Order: 106685 Project: Lab ID: Analyses SCE Newport, 602497-003 106685-026A Result ANALYTICAL RESULTS Print Date: 26-Aug-09 Client Sample ID: BI3-2Collection Date: Date: 8/3/2009 I::I2:00 PM :Matrix: SOIL PQL Qual Units DE Date Analysed PCBS BY GC/ECD EPA 35509 RunID: GC5 090821A GC Batch: 57576 Aroclor 1016 Aroclor 1221 Arodor 1232 Aroclor 1242 Arodor 1248 Arodor 1254 Ardor 1260 Arodor 1262 Arodor 1268 Surr Decachiorobiphenyl Surr. Tevachlor-m-xylene ND ND ND ND ND ND ND ND NO 93.8 98.3 18 33 16 16 16 16 16 16 16 30-124 40-118 B /lnalyte detected in the arwiated MoWud Blank H Holding times for pn:pamtion or analysis exceeded S Spike/Surrogate outside oflimits due to matrix intorrerencc DO Surrogate Diluted Out red 7inha. tngr aberalaries. tl 14 14 14 44 44 tt 11 44 1i EPA 8082 pg/Kg p9/Kg pg/Kg pg/K9 pg/Kg p9/Kg K2/Kg pg/Kg p9/Ke %REC %REC c ND PrepDate: 8/21/2009 Analyst: BB 1 8/242009 04:44 AM 1 8/24/2009 04:44 AM 1 8/24/2009 04:44 AM 1 8/24/2009 04:44 AM 1 8f24/2009 04:44 AM 1 8/242009 04:44 AM 1 8/24/2009 04:44 AM 1 8/242009 04:44 AM 1 8/242009 04:44 AM 1 8/242009 04:44 AM 1 8/24/2009 04:44 AM Value above quantitation range Not Detected at the Repotting Limit Remits are wet unless otherwise specified 3275 Walnut Avenue, Signal Hilt, C4 90755 Tel: 562. 989.404,5 Fax: 561.989.4040 3 of 6 Advanced Technology L CLIENT: Leighton Con Lab Order: 106685 Project; Lab ID: Analyses boratories SCE Newport, 602497-003 I06685-027A Result P ANALYTICAL RESULTS Print Date: 26-Aug-09 ple ID: 1I35 ....r..,._. a_.. —.., .�,.. on Date: 812009 1:16.00 PM Matrix; SOIL Date PCBS BY GC CD 9unlD` GC5_090821A Arodor 1016 Arodor 1221 Arodor 1232 Arodor 1242 Arodor 1248 Arordor 1254 Arockr 1260 Arocbr 1262 Arocbr 1268 Surr:. Decachlorobtphenyl Surr;: Tetrachloro-maylene EPA 3550B EPA 8082 oC Batch': 57578 PrepDale: Hahn Lima ten [vermilion or a S S14Ar`,trt'ugste 0015130 of limits due do DO Sumxgate Duetted Out ND 16 H ND 33 H ND 16 tr ND i6 N ND 16 H ND 16 H ND 16 ND 16 n ND 16 a 93.0 30.124 H 93.1 40-116 H 3275 Widow .As,ell N97K9 Pe/Kg p9/K9 p9/K9 1/9/K9 p04C9 p91K9 p9/K9 p9/K9 %REC %REC 8/21/2009 Analyst: BB 8/242009 05:14:AM 8/24/2609 05 14 AM 8242009 0514 AM 8/242009 05 14 AM W242009 06:14 AM 824/2009 05':14 AM 42009 0514 AM 9 05t14 AM 05:14 AM 05:14 AM 8/24/2009 05:14 AM MD Not Detected at the Reporting Unit Results are wet unless otherwise sg trusts. r1 562. 9,S"9,4O45 Far:.561.9BPAD4O 4 of 6 t R R ° ° oit N N 0 0 e crt CO CO fL!# )§__ Page 1 of2 Rachelle Arada From: Meredith Church [mchurch@lelghtongroup,comj Sent: Wednesday, August 19, 2009 3:28 PM To: Rachelle Arada Subject: RE: Addendum report for SCE Newport, 802497-003 (ATL# 106685add) ogize„ I meant B13-2' and 813-5'. Thanks, Yes, they are past the 14 day hold time, lnfI please go ahead an an Meredith Church, PG Project Geologist LEIGHTON Solutions Vou Can Build On 17781 Cowan In'inc, CA 92614 (949)'S1-4202 (Direct) (949) 293.2519 (Cell) (949)477-4040(Oficse) (949) 250. 1114(Faa) From Sent: Wedncsday, August 19, 2009 8:14 AM To: Meredith Subject: RE: Addendum report for SCE Newport, 602497.003 (A Hi Meredith, a [mailto:RacheilePattgloba I got your request below. I didn't find sample B3.2' in our system, hold time for PCB analysis Do you still want to proceed? Thanks, Rachelle :k. Also, sample.B13-5' is beyond ---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 Solrnlons Von Can Build On 17$I Cowan 8`19 200c Page 2 of 2 )mute, CA 92614 (949) Eft 1-4208'(Drect) (949)293.2519(CelO (949) 477-4040 (Office) (949) 250-1114 (Fax) From: Rochelle Arada [mailto:Rachelle@atlglobal.com] Sent: Tuesday, August18, 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 PojectCoordrator Advanced Technology Laboratories elm segttsvt, afc Tr.T: (9e2)489•4O43 cat. 237 fit:':. ($62) Ui6c-:o4C Advanced Technology Laboratories t$ a full -seek a environmental tab providing organic and inorganic anal storm water and hazardous waste samples. ATL is accredited by the State of Catitorma, WELAP and State of DBE and MBE certificates and a USDA. soil permit ATL takes pride in providing our customers with quick to service and defensible data Vat offering very competitive rates. Alvenced Technology Labs -Your Partner Tasting This message is intended for the use of the tnolviduai or entity to which at is addressee. confidential, and exempt from disclosure under applicable law. If the reader of this mess agent responsible far delivering the message to the intended recipient. you are hereby n of this Communication is strictly prohibited. tf ycu have received this communicaton fir,. e delete the original message. Thank you. 8119'2009 ter, wastewater, rid halos various SSE. e, excellent customer Envrronmentai f contain intormafort that is pnatieged• t the intended recipient or the employee Cr at any dissemination„ distribution Cr copying notify us irnmediatety by telephone and z PROJECT NUMBER PROJECT NAME LOCATION DRILLING METHOD SAMPLING GROUND ELEVATION TOP OF CASING LOGGED BY REMARKS 1516 SOIL BORING LOG 602497003 BORING/WELL NUMBER B6 SCE Newport Beach DATE DRILLED 8/3/2009 W. Balboa Blvd. Newport Beach, CA CASING TYPE/DIAMETER N/A. METHOD ELEV, MOW Direct. Push SCREEN TYPE/SLOT NIA Acetate Sleeve FILTER PACK TYPE N/A N/A ft, GROUT TYPE N/A N/A DEPTH TO WATER N/A it. TOTAL DRILL DEPTH 8It DEPTH (8, BGL) r O j mV m^ 11 c SAMPLE ID. I EXTENT E 8 p 2 co N LITHOLOGIC DESCRIPTION - - - —10- -15- -20— - - - —30— 6 6 B6-2 B6.5 B6.7 0.0 C.0 0.0 SM ' •'—' . - Surface - SILTY SAND, Gght brown, moist dense, fine grained sand. SP'- • @0.5 -COBBLY SAND, light brown, coo st, dense, fine grained sand. .•--- @ 4' - POORLY GRADED SAND, fightbrown, nKNSt, dense, fine grained sand. @ 7'-Gn undwater encountered. Soli becomes wet.. Total Depth= 8' bgs. Groundwater was encountered at 7' bgs. Groundwater sample collected at 1003. PROJECT NUMBER PROJECT NAME LOCATION DRILLING METHOD SAMPLING METHOD GROUND ELEVATION TOP OF CASING LOGGED BY REMARKS 1516 SOIL BORING LOG 602497003 BORING/WELL NUMBER B7 SCE Newport Beach DATE DRILLED 8/3/2009 W.. Balboa Blvd, Newport Beach, CA CASING TYPE/DIAMETER WA ELEV, MOW Direct Push SCREEN TYPE/SLOT WA Acetate Sleeve FILTER PACK l YPt N/A N/A ft GROUT TYPE N/A N/A DEPTH TO WATER N/A ft. TOTAL DRILL DEPTH 8 it __ J um o� BLOW COUNTS RECOVERY (inches) o N Z n s m ea LITHOLOGIC DESCRIPTION - — 5 —10- -15- -20- -25— - —30— 6 6 8 B7-2 875 87.7 0.0 0.0 0,0 SM r"- Surface-COBBLY. SILT, Tight brown, moist loose. SP , @2 -COBBLY SAND, brown, moist, dense, fine grained sand. @T -Groundwater encountered, soil becomes wet Total Depth=8' bgs- Groundwater was encountered al T bgs. Groundwater sample collected at 1055. zz 2 PROJECT NUMBER PROJECT NAME LOCATION DRILLING METHOD SAMPLING GROUND ELEVATION TOP OF CASING LOGGED BY REMARKS 1516 SOIL BORING LOG 602497003 BORINGWELL NUMBER B8 SCE Newport Beach DATE DRILLED 8/3/2009 W. Balboa Blvd, Newport Beach, CA CASING TYPE/DIAMETER N/A METHOD ELEV. MOW Dyed Push SCREEN TYPE/SLOT WA Acetate Sleeve FILTER PACK TYPE N/A TWA fl GROAT TYPE N/A N/A DEPTH TO WATER N/A ft TOTAL DRILL DEPTH 8 ft DEPTH (ft RGL) BLOW COUNTS RECOVERY (inches) P in 'J, rn E a a a tr u LITHOLOGIC DESCRIPTION - - - -• — 5 — —10- -15- -20- -25— - - - —30— 6 6 B8-2 88.5 0.0 0,0 SM j' ' Surface-COBBLY SILT, light brown, moist, Bose, r SP t1'-COBBLY SAND,brain, moist; dense, fine grained sand.: 6p4'-Rock layer encountered pc 4.5' -POORLY GRADED SAND, reddish brown, moist, dense, trace Sea shells.. ©5.9' -Groundwater encountered, soil becomes wet. Total Depth= B' bgs. Groundwater was encountered at 5.9' bgs. Groundwater sample collected al 1127. 8 9 v z m 0 PROJECT NUMBER PROJECT NAME LOCATION DRILLING METHOD SAMPLING METHOD GROUND ELEVATION TOP OF CASING LOGGED BY REMARKS 1516 SOIL BORING LOG 602497003 BORINGAVELL NUMBER B9 SCE. Newport Beach DATE DRILLED 8/32009 W,Balboa BWd. Newpot16each. CA CASING TYPE/DIAMETER WA ELEV. MOW Direct Push SCREEN TYPEISLOT N/A Acetate Sleeve FILTER PACK TYPE WA NIA ft GROUT TYPE WA NIA DEPTH TO WATER N/A ft TOTAL DRILL DEPTH 8 ft DEPTH (IL BGL) O D ms RECOVERY (Inches) L1 a N 4$ w E . a u- L' D LRHOLOGIC DESCRIPTION - - - — 5 J - - —10- -15- -20- -25— - - —30— 6 6 B9-2 B9-6 0.0 0,0 3M ==�Surtace -COBBLY SILT, light brain, dry, loose.. �... SP ©1.5 CCOBBLY SAND, brown, rnotsl, dense, fine grained sand. 4 5' - SILT layer, brown, moist, hart. @5'-COBBLY SAND, brain, moist, dense, fine grained sand. $� ©E. -Groundwater: encountered. sort becomes wet Total Depth= 8' bgs. Groundwater was encountered at 6 bgs. Groundwater sample collected at 1220. 3t4`py PROJECT NUMBER PROJECT NAME LOCATION DRILLING METHOD SAMPLING GROUND ELEVATKIN TOP OF CASING LOGGED BY REMARKS 1516 SOIL BORING LOG 602497003 BORINGMELL NUMBER B10 SCE Newport Beath DATE DRILLED 8/3/2009 W. Balboa Blvd, Newport Beech, CA CASING TYPE/DIAMETER NIA METHOD ELEV. MDW Direct Push SCREEN TYPPJSLOT N/A Acetate Sleeve FILTER PACK TYPE WA N/A ft GROUT TYPE N/A NIA DEPTH TO WATER N/A ft TOTAL DRILL DEPTH 8 ft z2 W m o Blow COUNTS RECOVERY (Inches) a 0 a u! y LITFiOLOGiC DESCRIPTION - - - - —5— - - —10- -15- -20- -25— - - —30— 6 6 B10-2 B10-6 0.0 0.0 Spp Surface -COBBLY SILT, light brown, moat, loose. J�t�- SP • ©1.5'-COBBLY SAND,reddish brown, most. dense, fine grained sand. ©5'-COBBLY SAND, grey brown, less cobbles. ©8 -Groundwater encountered, soil becomes wet Total Depth= 8' bgs.. Groundwater was encountered at 6' bgs. Groundwater sample collected at 1158, Fz 0 0 m m N 0 PROJECT NUMBER PROJECT NAME LOCATION DRILLING METHOD SAMPLING METHOD GROUND ELEVATION TOP OF CASING LOGGED BY REMARKS 1518 SOIL BORING LOG 602497003 BORINGNVELL NUMBER B11 SCE Newport Beach DATE DRILLED 8/3/2009 W. Balboa Blvd, Newport Beach. CA CASING TYPE/DIAMETER N/A ELEV. MOW Direct Push SCREEN TYPE/SLOT N/A. Acetate sleeve FILTER PACK TYPE N/A N/A ft GROUT TYPE N/A N/A DEPTH TO WATER WA ft TOTAL DRILL DEPTH 8 it DEPTH (ft. BGL) ..._BLOW.._. COUNTS RECOVERY (inches} 0 w a. z w n o, in O1 u N LITHOLOGIC DESCRIPTION - - _ _ — S —10- -15- -20- -25— - - - 1_30 6 6 B11-2 B11-5 0.0 0.0 SM »' Surface -COBBLY SILT, light brown, moist, loose. ,.- SP • Qt' -POORLY GRADED SAND, Ight brawn, moist, dense, fine grained sand. Q25' -POORLY GRADED SAND, reddish brown, moist, dense, fine grained sand. Q5'-Gttwndwater encountered, soll becomes wet. Total Depth= 8' bgs. Groundwater was encountered al 5' bgs. Groundwater sample collected at 1257. m 0 PROJECT NUMBER PROJECT NAME LOCATION DRILLING METHOD SAMPLING GROUND ELEVATION TOP OF CASING LOGGED BY REMARKS 1516 SOIL BORING LOG 602497003 BORING/WELL NUMBER B12 SCE Newport Beach DATE DRILLED 6/32009 W. Balboa Blvd, Newport Beach, CA CASING TYPE/DIAMETER N/A METHOD ELEV. MOW Direct Push SCREEN TYPE/SLOT N/A Acetate Sleeve FILTER PACK TYPE N/A N/A II GROUT TYPE WA N/A DEPTH TO WATER N/A ft, TOTAL. DRILL DEPTH 8. ft. it m BLOW COUNTS RECOVERY (inches) - a N EXTENT F 3 rl V U 7 LITHOLOGIC DESCRIPTION - - - — 5 — —10- -15- -20- -25— - - —30— 6 6 812-2 B12.6 0.0 0.0 SP ' • Surface -COBBLY SAND, ilght brown, dry, loose,fine grained sand. ©3 -POORLY GRADED SAND, light brown, moist, dense, fine grained sand,. ©4' -POORLY GRADED SAND, brown, moist, dense, fine grained sand. p SM - — ©5' SILTY SAND, brown, wet, dense, fine grained sand. Groundwater encountered. Total Depth= 6" bgs.. Groundwater was encountered at 6' hge. Groundwater sample collected at 1335. 5 8 5 0 ai 2 PROJECT NUMBER PROJECT NAME LOCATION DRILLING METHOD SAMPLING METHOD GROUND ELEVATION TOP OF CASING LOGGED BY REMARKS 1516 SOIL BORING LOG 602497iki3 BORINGIWELL NUMBER 813 SCE Newport Beath DATE DRILLED 8/3/2009 W. Balboa Blvd, Newport Beach, CA CASING TYPEIDIAMETER N/A. ELEV, MDW Direct Push SCREEN TYPE/SLOT N/A Acetate Sleeve FILTER PACK TYPE N/A NIA ft GROUT TYPE WA N/A DEPTH TO WATER N/A i, TOTAL DRILL DEPTH 8 ft =r m La',.m 3r O � V '.. RECOVERY {Inches) SAMPLE ID. rz W W 8 t? a u! L? j LRHOLOGIC DESCRIPTION - _ —5— _ _ _ —10- -15- -20- -25— - —30— 6 6 B13-2 B13-5 0.0 0.0 SM r- ..,—. Surface-COBBLY SILT, light brown,, moist, loose. SP - • • @1.5-COBBLY SAND, brown, moist, dense. ©4'-0OBBLY SAND, reddish brown, moles, trace sea sheds. ©5.5 -Groundwater encountered, sort becomes wet Total Depth= 8' bgs. Groundwater was encountered at 5.5' bgs. Groundwater sample collected at 1315. 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 REMEDIAL ACTION AND RESTORATION PLAN SCE NEWPORT SUBSTATION SITE 1516 West Balboa Boulevard Newport Beach, California Environmental Engineering Section Corporate Environmental, Health and Safety Southem 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 Acton and Restoration Plan for the former Newport Substation, SCE is planning to self 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 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 "sell -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. 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) Page 2 TABLE OF CONTENTS 1 Introduction...........................................................,.........,,...................................,..,,...........1 2 Site Description............ 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 Backflll and Site Restoration ........................ .... 10 11 Completion Report ............................................................................................................10 REFERENCES ..............................................................1 TABLES 1 Analytical Results - HA -Series Borings Samples 2 Analytical Results - Geoprobe VB-Series Borings Samples 3 Analytical Results - Groundwater Samples FIGURES Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 APPENDICES Vicinity Map Electrical Equipment Plot Plan Soil Boring Locations Proposed Excavation Plan Site Access Plan 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 remediatlon and restoration, SCE is planning the saleof 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 oll 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 swftchrack 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. 0il-filed electrical equipment manufactured prior to 1980 is assumed to contain Polychlorinated Blphenyls'(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 oll 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 oll 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 86, 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 Page 2 Environmental Engineering Remedial Action and Restoration Plan SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March25, 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 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 - 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. 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, 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 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 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 VB-35, VB-37, VB-39, VB-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 Ilmits 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 a 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 remedlation 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 6010B; Mercury by AA (Cold Vapor) EPA Test Method 7471; Hydrocarbon Chain Distribution (TRH -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 I) 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 Quantltation 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 1516 W. Balboa Boulevard, Newport Beach CA SCE Newport Substation Site 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 BG5) 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 VB-49 2.5 9.4 VB-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 1 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 ("CHHSLs") for residential soils (Refer to References 3 and 4). The CHHSIs 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 under40CFR, 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 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 remedlation 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 tower 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 1516 W. Balboa Boulevard, Newport Beath CA SCE Newport Substation Site 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 Tight structures. The SCE Geotechnlcal 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 SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 REFERENCES 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 Califomia 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 SCE Newport Substation Site 1516 W. Balboa Boulevard, Newport Beach CA March 25, 2013 ATTACHMENTS The following are attached and complete this plan: Figure 1 Vicinity Map Figure2 Electrical Equipment Plot Nan 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 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 0 0.125 0.25 0.75 2 iles Map Number: pgs05010111 sanaracanas roawmg aot .a work aataah:ra .oianykb4YaladMy buenm as,'udat the n kaat n� amra:urazap.rwfum,oe.nab. enyr«n rvaretumtlabe impetloall respostote irdamiaton°idea waeaedram No Feet Orr myns mmr+mu«aarawnnumtain any fw asbyd ym admtetS.wmotta. i uxtalsv pMmergyl% and waretiMbtmonc4,103ennWaryaawreein. ma by SCE, Target Property Issued For: Bernard Rapan pMjeetiean: U'TM NADS3 Zone 11N Target Property: NBWFORTSubstation Address: 1516 BALBOA BLVD. Cify/StatefZip: NEWPORT BEACH/CA/92663 Source: Thomas Bros. Street Data "it.�I„lre 1 e'fao°m'SNI Approved by: C. Feindel GIS Phone: (626)302.9985/2-48$7 Supervisor. RRantirez . A '<itt <iaR I\ = `� Created by: j. Schaefle f J,. Finley Date: 10/5/2005 5:5842 PM O a U r 0 U 4. L. I. l ? , t., t ;--/il 22 3 fit 2,, i 2 N ; 2 , 6 El ; ; ++ x , , ..,. , i 1, i i ; , et ' WO ;1CW** 14 819 .22 ; 1212 4{-t - • • , ./t• 1±),51' .1) ,2;"• .2" „„A ;.; \ \ 1:"4 ‘‘. \ 3+ „ +\,,, \ it\ \+„ \\, . t+ i+ jo i-±f. ;2+ c „ , Art A3T1 V 2 RI I i 2 2 . . k^ ti NOTES O taummPt5R tom! stk vas us gwr mr, mai '4R000H VOW.flS7f*tt. LLI ii t MEtg +-}-ic kI H cE c trrilterlfetriON vvv, Ah I/U 'd6 r *AY COOP? 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CO m m r_ $ m n m a ^ m ? 0. m ti m `0' `^ m m. o '^ `� m m m m m w m m ' m w m v M - m m m m y a m m m w a w.+ � S + N CY 1`tf tV -m ft1 aO Itt• R` LI 6 in iV 1[f p inN N G h. h aO Y] iV m Yf O it no 1A VF N -� itZn C) N m m CO m m py5 z California Hazardous 1 (lead) ° v E it o ' v £c E o E .E_ e V 2 :�c. s 0 mW o, c71; g an o o aa,o a $ M1 o $ mTi o. PCBs (mg/kg) 'See Note 7• ❑ 2 c o 2 a c ❑ 2 ❑ z Cro' ❑ z ❑ 2 ❑ 2: a ❑ Z ❑ z ❑ 2 ❑ z c an m p ❑ 2 0 CI 2 2 �.`qq° a d M .a m ❑ 2 Z r o` n. a Z Z n Z Z m❑❑❑❑ e z Z z 2 w, o d e� p m a Z c a m a n O ❑ z ❑ z. ❑ 2 ❑ 2 ❑ 2 ❑ 2 ❑ 2 ❑ Z ❑ z ❑ Z ❑ z pp 2 ❑ 2 ❑ z ❑ z ❑ 2 c a ❑ z ❑ z r% g ❑ z ❑ z ❑ 2 ❑ z ❑ z e ❑ 2 m 1] E R z U 0 wa 8 A Z N i Z - Z Z Z Z Z i a tmv < vi !' Z V sn m n a Z m 2 2 N 2 2 z 2 r �'�+ oa 2 4 V o 2 • m U ro ^ n n ❑ 2 +� f�v ❑ 2 n ❑ 2 ❑ z N ry 02 2 a n ❑ z ❑ z ❑ z ❑ 2 m ry m v ❑ 2 m n ❑ 2 ❑ z w N m o m' 20 $ ty Ct. r ' 0 2 0 2 0 2 0 2 ❑ 2 0 2 0 2 ❑ 2 ❑ 2 ❑ 2 m ❑ 2 ❑ 2 ❑ 2 ❑ 2 ❑ 2 n ❑ 2 ❑ 2 ❑ z ❑ 2 ❑ 2 n ❑ 2 0 2 6 2 ep0 ❑ 6 2 ❑ 2 ❑ 2 0 2 ❑ 2 0 2 ❑ 2 ❑ z ❑ 2 ❑ 2 0 z 0 2 ❑ z 0 2 ❑ 2 ❑ 2 ❑ 2 ❑ 2 ❑ 2 ❑ 2 ❑ 2 ❑ 2 O 2 ❑ 2 ❑ 2 ❑ 2 ❑ f U v a ^' +� E� `� z Z 2 z a i m .- g z 2 z m c 4 � a z a z z 2 g 2 a i z 2 a �z b,N 2 z g 2 2 2 a � NIA a z I WA 2 z 2 2 STLC Lead (mg2) F to X tai m m 2 NN V N n 2 Z 2 zz z V V to r 2 2 2 T U Below Action Level i 1 ;a To DI Lead (78 mglkg) Below Acton Level_.. yyco lc Lead (52 mg/kg) Below Action Level Lead (150 mg/kg) Below Action Level BolowAction Level Below Action Level )g J pg j i J CO Below Acton Level Below Action Level J Lead (91 mg/kg) > pJ Jpp Z Below Action Level qla J 03 Leed (54 mglk9) ,ta b 03 yqa� Yin Y m g $ 8 . 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Z Z 2 w S +'' 2 Z 2 2 Z Z Z S Z m a p 2 CS fl 2 2 L? 4 Q 2 e3 Z Z 2 Z 2 2 F. ix .% LT 1'" kY Z z Z 9 Z 9 S O S ❑ 2 2 S ❑ Z a 2 9 Z Q Z qq 2d d d Q Q QQ Q +C c {t`j sty m .yp Pi W �Qj o 00 1A Below Achon Level 6 ipj4 yy JV I @ 4+ ma JM I IBelow Aaron Lovel_. JO 1 J R1 1 R W Ocn O 0 {hy� CP Op W �1 v�1 G }x qNf P yR. @� b P h pN IP Lf i3" 41 ry. 9t pm N Yt W Os hT �,y3i O i�1 'iM1 95 4Y � Vi v1 Yt M1 ilf G 1h. H. al VP 4: p't Ki YF 0 Vi pt�V *{pV�1 �ppN/1 a rg }nrt, v�v m q ry a z 0 °z Z 2 2 2 0 2 c °a z z °z z a z' a a z 0z °z. i i a. z z az z a z z z2 az z z Az i az z i i z Z z z Az Z 2 2 2 Z AZ AZ 0 2 2 2 Z AZ 2 E 2 z 2 2 2 2 2 N° 2 a QQQ= ia..G ,y $A 4 Z 0 z A Z 0 A z A Z a Z s Z A Z a z z . i a° z z -i z z z T.;z x az a z z i z. a. s z z z F M a i z z z z `. S m a 2 A 2 A Z a Z a Z a Z A Z n z a Z. A Z ce 2 A Z a Z a Z s z z Az 0 z A z A z A z £1 z 0 z 0 z 0 z 0 z A Z A z 0 z 0 z 6 z k} A A rvr A a A A A a A A H o Z • Z 2`' 3ti.: Z $ '� � � � �,' i Z z z � Z Y tlJ 2 Z ei 21 Z < Z. d 2 M S 4 # 4 4 a 4 # "'i # 4 Z 4 Z'� a Z ¢ Z 4 Z 4 U�{ : 89 BelowAc Levet... M i ; & 4v J b J @ C J YU .�i .� J �p ut J u i J J } �Y Y� a t$4 0, M N ty`i 4A M R M 0) N G1 4 1 Gb N IX M 4+ h P 0* N R 0 Q Y+ Ot 0 0* Y or Nf 0 O{ at uF VJ N 0 CI N �y N 0 h 6ti 0 m }11 i1P M h 0* W y Ot 0) MUI 01 V P tl' h C1k Y' N Y� @ 0* Cii M 0) f+ OS �+ m n 0 0 N rR d` Yi N Yi 4Y to Mi uP N N in H. N iG ip 1R co iG Ok Cf ry VY W nSe '� iJ vY O N 4Y - N ifi O VI N ri x? 9 e' ni a o a a a y z z a z z Z 0 0 g a M 2 2 z Z °a 2 z 22 Aroc$or 1242 °2 z z z 2z RydnIcarbon Chin Distribution tnri/ke} gg y 2 2 z 2 o 2 0 z 0 2 0 2 yd,y 0 0 2 2 2 0 m pp 0 0 2 wa 4 U V G 2 Z% 2 d3 z K14' 2 Z C3 2 y Z Q 2 O Z 0 2 TCLP Lead (mgt.) r Z Z Z L p pp g C O Below Acton Level 2S. M1 h Aes Fr m pO441 Gf G y Ki N in M1. n F F F y('�jry [$� 4 � q ta 0 N N O C, Q F- 2 w0 4 Table 3. Summary of Envlron q _ 0 q 0 � 01 W b '¢ N V b P in R b 4 rtd 4 N P no 4 P to V O Iti M tl' Y_ 0 m ❑ Cu PCBs Filtered O Z ❑ 2 ❑ 2 ❑ Z ❑ Z ❑ 2 ❑ 2 ❑ 2 ❑ Z ❑ a ❑ 2 ❑ 2 w m i z ❑z ❑2 z e s 0 0 09 t c z 0 1 x f 9 to 8 ❑ 2 ❑ 2 ❑ z ND ❑ 2 ❑ Z ❑ 2 ❑ 2 ❑ 2 ON ❑ 2 ❑ a ei z z a 2 z z z z 2 z z to 0. ❑ 2 ❑ z ❑ z ❑ z ❑ a ❑ a ❑ z ❑ a ❑ z ❑ z ❑ z ❑ z 0 z z z z z z z z z 2 2 z .417 m 0 ❑ 2 ❑ Z ❑ 2 ❑ 2 0 2 ❑ 2 ❑ 2 O 2 ❑ 2 ❑ 2 ND 0 2 CA•Tfge 22 Metals (mglkg) Sea Lab Results ¢ 4 Cc 0 J it A .-I See Lab Results See Lab Results See Lab Results ¢ 0 03 J See Lab Results See Lab Results tt -2.J J See Lab Results S 9 5 0 > 7 -tat , ~ 0 h §G g Y g 0 Appendix A Leighton Consulting, Inc. To: A LatGNioN GR0UP COMPANY TRANSMITTAL City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, California 92663 Attention: Mr. Mark Reader Date: September 24, 2009 Project No. 602497-003 Transmitted: The Following: For: X MailOvemight Draft Report X Your Use Courier X Final Report As Requested Pick Up Extra Report Email Proposal Other Subject Site Assessment Report, Marina Park 1516 West Balboa Boulevard. Newport Beach, California Distribution: (2 + 4 cd) Addressee LEIGHTON CONSULTING, INC. By: Meredith Church 17781 Cowan ■ Ir%ine, CA 92614-6009 949,250,1421 • Fax 949.250.1114 swww.leightoaconsultiing.com SITE ASSESSMENT REPORT MARINA PARK, 1516 WEST BALBOA BOULEVARD NEWPORT BEACH, CALIFORNIA Prepared For: CI OF NE PORT BEACH 3300 Newport Boulevard Newport Beach, California 92663 Project No. 602497-003 September 22, 2009 Leighton Consulting, Inc. A LEI TON GROUP COMPANY Leighton Consulting, Inc. Lvortro$ GROUP CQAi.PAit'l. September22, 2009 No.602497-003 To: City of Newport Beach Public Works Department Newport Boulevard each, California 92663 Attention: Mr, Mark Reader Subject: Site Assessment Report, Marina Park, 1516 West Balboa Boulevard Nap Beach, California jNTRODU Leighton Consulting, tnc., (Leighton Consulting) is pleased to prese*tt this Site Assessment Report summarizing environmental conditions in assoeiation 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, Calijornid', dated Tuly 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 15`s and 16m 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 17181 Cowan m lrvine, CA 92614.6009 949,250,1421 sFax 949.250.1114.www.taigbtpnconaulting.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 (i0 total) were analyzed for total Petroleum hydrocarbons — carbon chain (TPH-ee, 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 u nine of the ten samples at concentrations ranging from 16 milligrams per kilogram (mg/kg) to 110 mg/log. TPH-g (C4-C12) was not detected above laboratory limits in the three samples analyzed. The soil screening levels establishedby the RWQCB are 100 mg/Icg for gasoline (C4-C12) and diesel (C13-C22), and 1,000 mg kg for heavy hydrocarbons (C23- C32) (CRWQCB, 1996), Aroclor I248, 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 mg/kg for each (USEPA, 2008). No additional PCBs were detected at the subject property. No VOCs or S VOCs 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 Iocations and summary of the detected analytes from the initial Phase II ESA, and this subsequent Site Assessment, are shown on Figure 3, Sire Plan and Laboratory Data Summary. The laboratory report and results of the laboratory analysis are included as Appendix B and Table 1, respectively. -2- Lei lht 602497-003 SUMMARY OF WORN CONDUCTED Boring Location Mark Out and Underground Service Al rt (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 Plaa 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 steal 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/ginundwater interface. In addition, a grab groundwater sample was obtained from each location. he table below summarizes the sample location depth• Boring —Depth to Groundwater (feet bgs) Sample Depth (feet bgs) 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 B10 6 2, 6, GW Bil 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 de samples retained from each boring were immediately placed in an ice -cook storage, and transported to Advanced Technology Laboratories (ATL) in Signal California Certified laboratory for chemical analysis. The soil boring logs are i Appendix C. Laboratory Anplvses 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 8 and Table 1, respectively. ENVIRONMENTAL Nt vdraoealogv and Geology ATION RESULTS According to the Sail Survey of Orange County and Western Part of Riverside County, the Site is located within the soil type of `beaches." Beaches is descnbedas 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. Leighton 602497-003 Laboratory Analysis of Soil Samples 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-ce 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 036 mg/kg, B7-5' at 0.059 mg/kg, B9-2.0' at 0.35 mg/kg, and B 10-2' 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 B 1-B6, the PCB Aroclor 1248, 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 Residential and Industrial Regionil Screening Level (RSL-R and RSL-I) for Aroolor 1242, 1248, and 1254 is 0.22 rag/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, ehrysene at 0.43 mg/kg, iluoranthene 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 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-ec and PCBs) is included as Figure 3. Leighton 602497-003 CQNCLIU$IONS AND RECOMMENDATIONS The PCB Aroclor 1254 was detected above the RSL-1 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 B 10 2.0 mg/kg. In addition, the SVOC beozo(a)antbracene 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 (TPii) 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 oasite 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-I.3' at 110 mg/k; however, approximately half of the TPH was in the heavy hydrocarbon range from C2 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 15 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 recorranenrled that the Site be remediated to the more conservative residential standards. ghton Consulting recommends that areas where soil contsroination has been detected above esidential Regional Screening Level (RSL-R) be remedrated by excavation and disposal to ropriate 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. -6- Leiaht©n 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 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 submitte ON 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 Sn nmary Table 1— Soil Analytical Results Summary • Appendix A — References Appendix B — Laboratory Analytical Results Appendix C — Soil Boring Logs Distrlbution:(2 + 4 cd) Addressee -7- 0 1516 West Balboa Boulevard Newport Beach, California 2 POO +Ao: s SCALE FEET 9M4. WC: USd8 TMnin >'b, Ne+P.I Inv 9anirs.. CM.* , 9 Wel% On, Coop& I iti SITE LOCATION MAP Note: All structures have been removed from the site and It Is presently vacant Base Map: Newport Beach GIS System 1516 West Balboa Blvd. Newport Beach, California SITE AERIAL PHOTOGRAPH Project No. 602497.003 Date August2009 Sammple iM1p. PCBs so-z0 <la <0.033 0b5.0 <10 <0.033 66-7.0 <10 NA t3t1•.6UY 0.sa <0.005 Sample B1-2.0 42 <0,016 0,28 1 10.6.0 <10 0 10 � 1242 812:20 <10 0.028 B12-0,0 <10 <18 <0.033 59 110 ID T PC�S B12-2.0 SW1 <0.033 613.5.0 NA <0,033. NORTH Note:AR structures have peen removed {ram the site and it Is presan vacant. Modred from Southern Celgomia Edson Map, 28067-1, Master Index: M506, Newport Bea Pict Plan, Revision dated July 27,1960, Nate indicated that o8 in electrical equipment was mine 87.5,0' 41 <10 <0.20 <10 <10 <0.22 B8•Dup 0,059 <16 <0.0605 05 sam le 1Pthr�G. 5 62 <0. 15 84-1.8 16 '.0,028 sad 11 aea 811`20 <10 <0.033 81S$ o <10 <0,033 811.GW <020 <0.0005 LEGEND B4 SW Botvq Locron and t0 81435 ad'a(oed 3/102059 seats edveneed 67Y1009 m'kd Mailgram pot Mimeo RC58 12P 2, 1I M812254 eerie P4 ,, R5L-I Regional Seeming Level.. RSLA Industrial (1). RniOeneal (i ) rPH<o %bl Pebtlamn Hymocutane, Carbon Glide (C8C40). : Semwohale orgv.c caepoumdu e seed, 8ee¢u(eprava6+ne. ence►aed RSL-R al 0.15 a!h1 Aa tab data €epaned tt. mglkg (.dq or Red tes detection above .74 m0hg ar4 the 2 mglkg torAroalor 1 SITE PLAN AND LABORATORY DATA SUMMARY 1516 West Balboa Blvd Newport Beach, California Leighton Consulting, Inc. A LRIAMTON OROI! [MAAT Project No. 802497-003 Scale 1"=15' Engr: Gent. MDC Dratted By MDC Date September, 2009 Figure 3 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. ghton 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 Cheminal Contaminants at Superfimd Sites. RSL Table Update. April 2009. A-1 9 Meredith Church Leighton Consulting, Inc. (fill -Cowin Street r Irvine, CA 92614 TEL (949)681-4208 FAX: (949) 757-7230 RE: Newport -SCE Parcel, 602497.001 Attention: Meredith Church FLAP No.:1838 NELAP No.:02I07CA NEVADA.:CA•401 CSDLAC No.:10196 Workorder No.: 104410 Enclosed are the results for sample(s) received on March 10, 2009 by Laboratories . The sample(s) are tested for the parameters as indicated custody in accordance with the applicable laboratory certifications. Thank you for the opportunity to servi the needs of your company. Technology sed clam' of Please feel free to call me at (562)989-4045 if l can be of further assistance to your co Sincerely, I part of this analytical report. This Laboratory Report c etnt on from rho client and Advanced Tedmolofry Labor Dries. 3275 WatnurAvenue 1Srgfna?Hill, CA 90755 Tel: 562 989-4045 Far: 562 989.4 Advanced Technology Laboratories ANALYTICAL RESULTS Prlot Date, 264Far-139 CLIENT. Leighton Consulting, Inc. Lab Order: 104410 Project: New -port -SCE :Parcel, 602497-001 Lab ID: 104410-001 Client Sampta fi3/. 81.0.5 .. Collection Date: 3l10/200911:10:00 AM Matrix: SOIL Analyzes DE Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LOFT RunIDf. GC8,090317A OC Baths 63800 T/R Hydrocarbons: C8-C10 T/R.Hy rocarbon= C10-C18 TYR Nraccarbors C18-C28 Tit{. Hydrocarbons C28-C36 krydccarbws C36C40 T/RHydrocarbone, CB-C40 Total Sum p•Terphanyl PCBS BY OCIECD EPA 35509 OC 031c1: Avc/or 1221 A oc}or 1232 Arecior 1242 Aroclor 1248 Arodor 1254 Amcor 1280 Aroclor 1262 Amce: 1268 Sun: Decachacrobktenyl Surr. DetaENoroblphen i Sum Tetrachloro-m-xylene Surr Talrxhloro-m-xylers 71.0 SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 35508 EPA 80158(M) PrepDate: 18 10 mg/K9 1. ND 10 1rsg/ke 1 32 10 41gtk9 1 33 10 +n9/1tS 1 23 10 mgtKa 1 110 10 mg/Kg 1 113 57-144 %REC 1 ND ND NO 4200 ND ND ND 77,6 104 82,3 TmlD: M56_490320A 0C Batch: 54042 1,2,4-Thcnbroberzena 12-0dhlorobenzene 1,3-Cfcbtprobentene 1.4 lchlorobemmno 245-Tntt4oroonenol 24e•Tnerioaophenol 2,49cioarephanol 2401t^ath 4ptnnol 2.43tntmphenol ND ND ND NO ND 18 16 16 16 18 30-124 30-124 40.118 330 330 330 1600 EPA 8082 Prepbaw p4%9 1 99/N9 1 p9/R9 1 p9M9 1 t 9/kg 20 1 1 1 1 20 1 20 %REC %REC %REC EPA 8270C p9714 p9'R9 pg/K9 P9/tr9 99M9 P94C9 3/16/2009 09:01 PM 3/1.7E20091025 AM 3/18/2009 09:01 PM O's26 AM 9:01 PM 25 AM Pre,^Date: 3,'2t3D 79 Anatyst DMP 1 3r24200912:49 AM 1 3/24t29091248 AM 1 3/24/2009 12:48 AM 1 324/2009 12A8 AM 1 324/29091248 AM 1 S/24/200912:48 AM 1 1 1 Qualifiers: 0 Analyse detected et the associated Method Blank 11 Holding times for prtparadan et analysis emaadcd S Spike/Surrogate outside or Emits due to mania brerfhrcare 00 Surrogate Thawed Out ' B Value above quandestion range ND Not Detected alike Reporting Limit Resular are wet umbra othervlwspcilled 3275 Walnus Avenue. Signal 1E4 C 2 of 43 90735 7d: 563. 989.4045 Fax; 563,989.4040 Advanced Tecltnoto„y Laboratorie CLIENT: Lab Order: Protect: NewpottSC 1044W.001— Result POUNDS BY GCIMS EPA 3550E A DC Batch, 64042 2 4:CY,14rap)rei;,)4anyi en Anthracena Benldina (M) Benm(a)anlhracene Benzo(alpyrene Benzo(b)8uorent !ene Btnm(g,h,l)parylene Benzlf(Itl eroranflenn Benzoic add Banz l alcohol Bia(2.datmethoxy)methane 1314(2<hlareelbyl)etnor B°4(2-drbroiaopro 4)ettrer 131s(2atnytraxyl)petnaiele Butytanry1phdiatate Chrysene CI-n-but4phthalata NO NO ND NO ND ND ND N0 N0 ND ND ND ND N0 ND ND 330 ND 330 ND 330 ND 830 ND 1600 ND 660 ND 330 ND 330 ND 330 ND 330 NO 330 NO 330 ND 330 SULTS Client Sample D): B1-0S Collection Date: 3f10l1009 Matrix: SOIL PQL Qua! Units OF Date Analyzed 990 930 330 330 330 33', 330 560 660 330 330 1800 1600 330 EPA 52700 PrepDete: 3202009 Analyst DMP 1 32420091246 AM 1 3/24R009 1246 AM 1 924200912:46 AM 1 304/2009 1248 AM pg11C0 i 3/240009 12:48 AM 1 324200912:46 AM 1 3/34t2009 12:48 AM 1 31242209 12:48 AM 1 30420091248 AM 1 324200912:48 AM 32403091248 AU t 32420091274B AM 1 3/2420091248 AM 1 32420091246 AM 1 3/241009 12.48 AM 42009 1Z48 AM 4200912:4B AM 1 324270912:48 AM. 1 924/200912:46 AM 1 324200912:48 AM ugm9 1 324R00912:48 AM 1 324/200912:48 AM 1 324200912:48 AM 1 324C0%12:48 AM 1 3Pd4)240912A8 AM 1 324200912:48 AM 1 3f24/2009 12:48 AM. 1 124/2009 1248 AM 1 3242009 1248 AM t 3042009 12:48 AM K9 1 3/242009 12:48 AM 1 3242009124E AM ! 3242009912:48 AM 1 32420091246 AM 1 3241200912-46 AM 3/2412009 12.48 AM Qualifiers, 6 Andlyte &owed to the usecple:1 Method Blank H Holding dines far preparation or analysis exeeeded 5 Sp(m'Srnrtrsare ouastde of limits due to matrix Innderc Do Sunaearn !Muted Out Lsbontodes 3275 Walnut Asmue, Signal Aill, CA 90755 Tel: 562, 989.4045 Fart 563.989.4040 3of43 Advanced Technology Laboratories CLIENT: Lab Order: Project: Lab ID: ton Consn1ting, Inc. Newport -SCE Paml, 602497.001 104410.001 Client Sample W; 81-05 CoU.etlan Date: 3/10/2009 11:10-:00. AM Matrix: SOIL sU Analyses Result DF SEMNOLAIOE ORGANIC COMPOUNDS BY OC/M5 EPA 35508 QC Batch: 54042 RunlOE M58_090320A DFnaatytphdnaa4e C ah, nthr+dene Cibenzolutan DlethylphlMete . Otmethylpht/m4te Fluoranlhene Rumens Hex%tixotenzena Pent not Phonon Phenol Pyrene Surr. 1,2- robcnzere44 Sum 2.4.6•rtbromaphenol Sun: 2-Chbrophenckl4 Sum 2-Fturectreitenyl Sure 4-Teryhenyt414 Sum NtbabarzMe-d5 Sun: PtharoWWd5 ND ND ND ND ND NO 330 330 330 330 330 ND 330 ND 330 ND 330 NO 330 t 0 330 Pt 330 ND 330 NO 1800 NO 330 NO 330 ND 330 8.0 49-103 i90 47-129 2.9 84109 a t08 S91C8 S.4 Rn411 a 639 58-112 EPA8270C Pre fat I+9M9 1r90t9 -<9 p99 %REC %REC %REC %REC %REC %REC %REC %REC 3M1W2009 Analyst DMP 1 3/242009 1248 AM 3724/200912:48 AM 3.24/2009 12.48 AM 1 324/20091248 AM 1 324/2009 1248 AM 1 3t24/20091248 AM 1 3/24i200912:48 AM 1 3?2i129D91248 AM 1 1 3/24C30091Z48 AM 1 3/2420ti91248 AM 912:40 AM 12:48 AM 1 12:48 4M 1 3?2 1248 AM 1 3/24/20091248 AM 1 3/24/211091248 AM 324/2609 1248 AM t 32o20091248 AM 4/2009124/3 AM AM AM 4BC!091248 AM 1 324/200912.48 AM 1 3/2420091248 AM t 3/24120091248 AM 3/24200912:48 AM 1 3/i420091248 AM 1 3/241200912:48 AM Qaaflkn B Arelyta do atM is tS aeanCtattd 4148md Oiapk H Roan times for ptepxaation or minis cx-ceded 3 SpiketSunagate cutrda otlimits due to matrix interlereace DO Surtayste Diluted Out 3373 'alma Avenge, Signal Hill. CA 90755 Tel: 562. 989.4P45 Fax: 562.989.4640 4of43 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date 26-War-09 CLIENT: Leighton Consulting, Inc. Lab Order: 104410 Project: Newport -SCE Parcel, 602497-001 -- _--LAk ID;_ ._ —10.4111.0:002 Client Sample ID: B 1.2.0 Cofectlon Date: 3/10/2009 1120:00 AM Matrix: SOIL Analyses Result PQL Qual Units DF Date Analyzed HYDROCARBON CHAIN I IFICATION LUFT= RunID: GC8_090317A CC Batclt: 53888 T/R Hydrocarbons: CB-C10 T/R Hydrocarbons: C16C18 T/R Hydrocarbons: C18-C28 T/R Hydrocarbon: C28-C38 T/R Hydrocarbons: C36-C40 TrR Hydrocarbons: C8-C40 Total Sum p-Terphenyt PCBS BY GC/ECD Runitk GCS_0903168 Alodor1016 Amclar 1221 Awclor 1232 Araclor1242 Aroclor 1245 Aroclor 1254 Arocicr 1260 Amato/ 1262 Amdnr 1288 Sum Decaddarobtphenyl Sun; Tetrachloro-rn-xylene ND ND ND NO ND ND EPA 3550E OC Batch: 53874 ND ND NO ND ND NO ND ND ND 76.6 84.1 18 p9/K9 1 33 pgM9 1 16 pgncg 1 16 49/Kg t 16 p9/Kg 1 16 p9Mg 1 16 p9/K9 1 16 p9Mg 1 16 pg/K9 1 30-124 %REC 1 40-118 %REC 1 EPA 8015B(M) PrepData: 3/16r2009 Analyst CBR 10 mg/Kg 1 10 mg/Kg 1 10 mg/Kg 1 10 mg/Kg 1 10 mg/Kg 1 10 ' mg/K9 1 57444 %REC 1 EPA 8082 3/17/190910:56 AM 3/17/1909 10.58 AM 3/1711909 I C:56 AM 3/17/1909 10:56 AM 3/17/190910513 AM 3/17/190910'56 AM 3/17/1909 1058 AM PrepOate: 3/16/2009 Analyst: HL 3/162009 08:31 PM 3/162009 08:31 PM 3/16200908-31 PM 3/162009 08:31 PM 3/16/2009 08:31 PM 3/162009 08:31 PM 3/16209908:31 PM 3/162009 08:31 PM 3/162009 0631 PM 3/162009 08131 PM 8/162009 08431 PM Qualifiers: B Anetyte detected In the associated Method Black H Holding See for prepandort et analycle exceeded S Spike/Surrogate outside or limas due to matrix interference DO Surrogate Diluted Olt Le6oralerla E Value above guanttatiott range ND Not Detected at the Reporting Limit Results are wet unless othe•,wisespeci5ed 3273 Walnut Ave e, Signal Lag C4 90755 Tel: 562. 989.4045 Fax: S62.989.4040 5 of 43 Advanced Technology Laboratories ANALYTICAL RESULTS Print Data: 26-Mar-09 CLIErNT: Lab Order: Project: Lab ID: Leighton Consulting, Inc. 104410 Newport -SCE Parcel, 602497-001 104410-003 Client Sample ID: B2-05 Collection Date: 3i10/2009 11:30:00 AM Matrix: SOIL Analyses Result PQL Quail Units DF Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT Runic GC8_090317A OC Barth: 53888 T/R. Hydrocarbons: CB-C10 T/R HyorotarbofE C10-C18 T/RHydrocarbons C18-C28 T/R Hyomcerbonl C28-C36 T/RHydrecarbons CSGC40 17R Hydrocarbons: C8-C40 Total Sur. p-Te phenyl HYDROCARBON CHAIN IDENTIFICATION 10 10 67.144 Pam10: GC2 090319A GC Balch: E09VS078 TtR Kydrocafirnle: C4-C12 ND 1,0 Sum Brom0flucrobeazene (FID) 90.9 59-145 PCBS BY GC/ECD Raab: GC5090318B Aroclar 1018 Armlet' 1221 Ancior1232 Arodor1242 Aroder1248 Atodor 1254 Am:dor 1260 Arodor 1262 Amdor 1288 Sum. Decarh:oroblphenyl EPA 35508 QC Batch: 53674 ND ND ND ND ND NO 725 Surr Tetrachloro-m-xylem 60.0 VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MSS219031BA l,1,1,2-Telrachkm:ethane 1,1,1-TricNoroefhana 1,1,2,2-Tetrach broethana 1,1 ymdcNdroathane 1,1-DieNorcetane 16 33 18 18 .16 30-124 40-118 QC Batch. T09V5076 ND 6.0 IC 5.0 ND 6.0 ND 5.0 ND 5.0 EPA 8015B(M) PtepDate: mg/Kg mgiKg mg/Kg mg/Kg mg/K9 m9IKg %REC 3/16/2009 Analyst CBR 1 3/17/1909 01:38 PM 1 3717/1909 01:38 PM 1 3/17(1909 01:38 PM 1 3/17/1909 01:38 PM 1 3/17/1909 01:38 PM 1 3/17/1909 01:3S PM 1 3117/1909 01:38 PM EPA 80158 PrepDeta mg/Kg 1 %REC EPA 8032 Prep0ate;. 1.019 1 PSM9 99/K4 P91K9 141(9 99/K9 p9/K9 W/K9 %REC %REC EPA 82608 P9/K9 pg/Kg P9/K9 Pg/K9 P9M9 PrepDate: Analyst KHN 81192009 02:22 PM 3/19/2009 0222 PM 3/16/2009 Analyst HL 1 3/16/2009 0930 PM 1 3/16/2008 09:30 PM 1 3/162009 09:30 PM 1 3/18/2009 09:30 PM 1 3/16/2009 09:30 PM 1 3/162009 09:30 PM 1 3/162009 09:30. PM 1 3/182009 09:30 PM 1 3/18/2009 09:30 PM 1 3/162009 09-.30 PM t 3/16/2009 09:30 PM Analyst HH 3/192009 02:35 PM 3/192009 0236 PM 3/1912009 02:35 PM 3/192009 0235 PM 3/19/2009 02:35 PM Qualifiers: B Analyte detected in the associated Method Blank H Holding times Nr preparation or analysts exceeded S Spike/Sumtgare outside animas due to matrix Interfr,mee DO Surrogate Diluted oet E Yalue above numdation cage ND Not Detected at the Repotting Limit . Rears am wet unless otherwise specified 3275 Walnut Avenue, Signal 17777, CA 90755 6of43 Tel: 562. 989.4045 Fax 562,989.4640 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 16-Mar-09 CLIENT: Leighton Consulting, Inc. Lab Order: 104410 Protect: Newpott-SCE Parcel, 602497-001 104410-003 Client Sample ID: 82-0.5 Collection Date: 3/102/109 11:30:00 AM Matrix. SOIL Analyses Result PQL Qual Units DF Date Analyzed VOLATILE Oi2CrANIC COMPOUNDS BY GC/MS. RunID: M55_090319A DC Batch T09V5076 EPA 82608 Prep0ate: Analyst HH 1,1-Didaoroethene ND 5.0 yg/Kg 1 311920090235 PM 1.1-DCNompmpene ND 5.0 pg/Kg 1 3/192009 0235 PM 1,2,3•Teahbrobelzene ND 5.0 pg/Kg 1 3/19200902:85PM 142,3-Tdchlampropene ND 5.0 pg/Kg 1 3/192009 02:35 PM 12,4-Tdchlorobenzene. ND 5.0 pg/Kg 1 3/19200902:35 PM t,2.4-Tdmethylbenzene ND 5,0 PgMg 1 3/1920390235 PM 12-Dbmmo-3-thloropropane N❑ 10 pg1Kg "1 3/19/2009 02:35 PM 1,2-0Tmmoetane ND 5.0 pg/Kg 1 3/1920090235 PM 1,2-Dldilarobenzene ND 5.0 pgMg 1 3/102009 0236 PM 1,2-Dichlaroebtane ND 6.0 PgMg 1 3/192009 0215 PM 12-Dlchlompropane ND 5.0 PgMg 1 3/1920090235 PM 1,3.5-Trlmethylbenzene ND 6.0 pg/Kg 1 3/19200902:36 PM 1,3-Dlchiombenzene ND 5.3 49/K9 1 3/1920090235 PM 1,3-0icNOropmpene ND B O PgMg 1 3/192009 02:35 PM 1,4-Dichierobenzane ND 5.0 Kg/Kg 1 311920090235 PM 22-oichloropmpane ND 5.0 P91X9 1 3/19/2009 02:35 PM 2-BWenone ND 50 PgMg 1 3/19/2009 02:35 PM 2LTlorotoluene ND 5.0 pg/K9 1 3/19200902:35 PM 2-Hexanone ND 50 PgMg 1 3/19/200902:35 PM 4-CNon>1Dluene ND 6.0 pg/Kg 1 3/192009 02.35 PM 4-lsopropylroluerte ND 5.0 Mg/Kg 1 3/19200902.35 PM 4-Methyl2pentanone ND 50 P9Mg 1 3/1920090235 PM Acetone ND 50 1,95<9 1 3/19200902:35'PM Benzene ND 6.0 pg7Kg 1 3/19/2009 02:35 PM Bromobenzene NO 5.0 11g/Kg '1 3119200902:35 PM B.romodlbromethane ND 5.0 pg/Kg 1 3/10/2009 02:35 PM BromodlcNoromethene ND 5,0 pg/K9 1 3/19/2009 02:35 PM ammo -form ND 5.0 Pg/K9 1 9/192009 02:35 PM Bramomethane ND 5.0 PgMg 1 3/19/200902:35 PM Carbon dlsul6de ND 5.0 PgMg 1 31192009 02:35 PM Carbon tetrachloride ND 5,0 PgMg 1 3/19/2009 02:35 PM Chbrobonzene ND 5.0 M9/Kg 1 31192009 02:35 PM Chloroelhane ND 5.0 PgMg 1 3/19/2009 02:35 PM Chloroform ND 5,0 PgMg 1 3/192009 02:35 PM Chbromethane NO 5.0 PgMg 1 3/1920090235 PM cis-1,2-0IcMoroethene ND 5.0 PgMg 1 3/19/2009 02:35 PM Qoallllers: 8 Analyte detected in the associated Method Stank E Value above quarto tidoa tengc 11 Holding times for preparaten or analysis exceeded ND Not Detected at tie Reporting Limit S Spike/Surrogate outside organs due to matrix interference Resultare wet unlms otherwise nest fied DO Surrogate Diluted Out .. Advaoced 7ecba0k y Laboratories 3275 Walnut4nnue, Signal Sill, CA 90755 Tel: 562. 989,4045 Fox:562.989.4040 7 of 43 Advanc CLIENT: Lab Order. Project: Lab ID: l03 aboxatories ng. Inc. el, 602497.001 Analyses lleat Sample LD: 92-0.5 Collection Dote: 3/10/2E09 11,30 A Matrix: SOIL POL dual Units DE lyzed VOLATILE OR RunrD M 090319A clo-1,3-Oichbroµ+opens D.eropropyl err Dlrromoc eommeCrane Ilibtornomathane Dlchforo6nucromethane Ethyl Acetate Ethyl Ether Ethyl Tert2xdyl *ME Ett41anrrzxa Frenn 113 Hexachlombumgbna lodometharre Isoptpylherreme m0-X0re ?MIS,* dt ids MtBE N3utytbonzere n-Prooylbenzetw Naphthalene o-zybea sec-Butybe.iene styrene Ten -amyl melhyl ethic Tart-Butanol te'1-Surylberarrre Tebectdoroethene Toluene tram 1.2-Cecriereelrer s trans-1.1.0kNoroptopene T1lrhloroethera T.M1deoroTuorrmet:'mne Vinyl acetate Vinyl chlorite Xylem', Total Sun: 12-Dlchlome hane-d9 Sum 443romoiluorobmaene OC 8al•hi T09V50T ND 5.0 140 5.0 NO 5.0 ND 5.0 ND 5.0 NO 60 NO 50 NO 5,0 N23 5,0 NO Nt} NO NO NO ND 14O M7 ND NO NO 94,6 5,0 15 70-130 100 70-130 10 5.0 5A 5.0 5.0 6.0 ' 100 5.0 5.0 5.0 5,0 Pg/Kg 1 3/1912009 0215 PM 5.0 PGIKS 1 31192009 02:35 PM 5.3 {r9A4g 1 3/192009 0215 PM 50 P1yPC9 1 S'1923090235 PM 100E9 1 31192009 02-35 PM PON9 1 3/1 &2009 0235 PM %REC 1 3/19 .009 02:35. PM %REC 1 3/192039'02.35 PM EPA 5,2508 PmpOata: unTto 1 Analyst HH 329/2009 02:30 PM 219200902:2C PM 3/19/200902.;35 PM 2009 0235 PM 2009 02:35 PM e`200902M PM a2S10g 0c35 PM. 209902;35 PPG 2009 02:35 PM 2009 02:35 PM 120090Z:35 PM 3/192009 3292309 3/192009 02:35 PM 3/192009 0 31t92009 0235 PM 9200932:35PM 9200902.35 PM. 92009023E PM gee:Mem: B An lyta derided h R Holdwgtimm for preparation or 5 SpfxiSurrogateocNdcoClimes d+c taezatnt inl DO Surrogate Diluted lhi E Vela abxvc rpan 1cn rage ND Not Detected. att the Reporting Leah Results are wet unless otherwise sycci5ed e, Slgnallfi 1, CA 90755 Tel: S&t 989,4045 Fox: 367.9$9.4040 8 of 43 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 26-Mar-09 CLIENT:. Leighton Consulting, Inc. Lab Order: 10441.0 Project: Newpott.SCEParcel, 602497-001 Al Client Sample ID; 5 -0.5 Collection Date 3/102009 1 I.30:00 Matrix.: SOIL. Ana/yeti 1 Units DF VOLATILE ORGANIC COMPOUNDS 8Y GC/MS EPA 32608 ROnID: M$5_090319A QC Batch^ TO9V5078 Prep0ate: Surr.DibramoF omeMena 54.8 70,130 a %REC Sun- Toluene-0B '1L+9 70-130 %REC B A:alre daectd to the moaned Method Blank E Valecaho+e go H Holding uraea 5x preparation a analysis ecccede4 NO Not Dettot;dae6ltt*ep 5 Spt'adSntatnleoetiido of Uutis doe to mar'x laltdbvncc Rasta art We UtdOl0 DO Serropte DnaadCat 1 Advanced Techaulm, laboratorIcs Analyst HH 3f192009 02:35 PM 3f, 920090238 PM 5275 Walnut Avenue, Signal AU; CA 90755 Ttk 561. 989.4045 Fax. 562.989.4040 9of43 ANALYTICAL RESULTS AdvancedTechnolow Laboratories Print Date: 26-Mar-09 CLIENT: Leighton Consulting, Inc. Client Sample ID: B3-I$ Lab Order: 104410 Collection Date: 3/10R009 11:36,00 AM Project: Newport -SCE Parcel, 602497.001 Matrix: SOIL Lab ID: 104410.004 - Analyses Result PQL Qua! Units DE Date Analyzed HYDROCARBON CHAIN 'IDENTIFICATION LVET , EPA 80158(M) Run10: GC8_090317A 0C Baton: 53888 PrapOate: 3/16/2009 Analyst CBR T/R Hydrocarbons. C8C10 62 10 ngh(g- 1 3/17/1909 02:E5 PM T/R Hydmcarborm Cl0-C18 ND 10 mg/Kg. 1 ` 3/17/1909 0245 PM T/R Hydrocarbons:018-C28 12 10 mg/Kg 1 3/17/1909 02;05 PM T/R Hydrocarbons C28-C36 13 10 mg1Kg 1 3/17/1109 02:05 PM T/R Hydrocarbons'. C36-C40 ND 10 mgltg 1 311711909 0206 PM DRHydrocarbons: C8-C40 Total 78 10 mg/Kg 1 3/17/1909 02;05 PM Sun: p-Terphanyl 114 57-144 %REC 1 3/17/1909 02:05 PM HYDROCARBON CI-tAIN IDENTIFICATION EPA 8015B Runlo: GC2 090319A QC 8a1cn: E09V5079 PrepDate: Analyst *GIN T/R Hydrocarbons: C4-012 ND 1.0 mgrKg 1 3/19/2009 02:37 PM 5urr, Bromofuorobenzene (FIO) $9.0 59-145 %REC 1 3/19/2009 02:37 PM PCB$ BY GCIEQD ` EPA 3550E EPA 8082 DC5_09031613 OC Batch: 53874 PrepDato: 3116/2009 Analyst HL NO 16 119M9 1 3/16120091000 PM ND 33 p9M9 1 3/16/200910.00 PM ND 16" p9/1%1 1 3/18/20091000 PM ND 16 3191H9 1 3/16/2009 1000.PM NO 16 P9M9 1 3/16/2009 10730 PM ND 16 P9/%9 1 3/161200910:00 PM ND 16 119M9 1 3/16/2009 10:00 PM ND - 16 p09 1 3/16/2009 10:00 PM NO 16 119/K9 1 3/161200910:00 PM 84,5 30-124. %REC 1 3/16/20091003 PM Sun: Telrachbm+n-xylene 94.3 40-118 %REC 1 3/1620091000 PM VOLATILE ORGANIC COMPOUNDS BY GC/MS Aroclor 1016 Amdor 1221 Amstar 1232. Aroclor 1242 Arodor 1248 Arodor 1254 Arodor 1260 Arodor 1262 Arodor 1268 Surr. Decachbrotiphenyl EPA 82806 Rana 1/S5_090319A 0C Batch: T09V8076 Prepoate: Analyst HH 1,1,1,2-Tebachloroethana ND 6.0 vaNg 1 3/19/2009 02'63 PM 1,1,1-Trlchloroethane NO 5-0 pgPg 1 3/19/20090TS3 PM 1,1,2,2-Tebadticroethane ND 5.0 11g1K9 1 3/19/200902:53 PM 1,1,2-Tdchlomethane NO 5.0 110K9 1 3/19/200902:53 PM 1,1-0lchloroefiane ND 5.0 p3/R9 1 3/191200902:53 PM Qualifiers: B Aaaiyte detected in the associatedMethod Blank. E Value above quant talon range H Holding times for preparation or analysts exce+.sd ND Not Deeded at the Reporting Limit S Splice/Surrogate outside of limits due to matrix interference Results are wet unlessotherwtsespecifed DO Surrogate Diluted Out Ads7mid Teebapyofv Labor -miming 3275 FPainntAvenue, Signal Hill, CA 90753 Tel; 562. 989.4045 Fcc 562.989.4040 10 of 43 Advanced Technology Laboratories ANALYTICAL RESULT 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 10410:004.._.__�._....�-......_.,.._._._.._.._...._._...___ _._.__ Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 82608 RuntD: MS5 090319A QC batch. TO9VS076 PrepOate: Analyst: HH 1,1-Drchloroethene ND 5.0 p2/K5 1 3/192C090253 PM i,1-01ohbmprcpene ND 5.0 µg/Xg 1 3/10/2009 02:53 PM 1,2,3-Tdcl,Icrobenzane ND 5,0 p9Mg 1 3/19200902:63 PM 12,3-Tdnhloropmpane ND 5,0 1M/K9 1 3/19/2009 02:53 PM 12,4-Trichlombenzene ND 5.0 pg/Kg 1 3/19120090253 PM 1,2,4T eenvy:benzene NO 5.0 p9Mg 1 3/19200902:53 PM 1,2-Pibronio-3chlOtopropene ND 10 094(9 1 3/19/2009 0253 PM 12-Dibmmoeuiane ND 6.0 pg/Kg 1 3119200902:53 PM 12-Dichlarohenzene ND 6.0 p9Mg 1 3/1920090253 PM 1.2-Oktaroeutana NO 5,0 M91k9 1 3/19/2009 0253 PM. 12-Dlciloropropane ND 6.0 pg/Kg 1 3/192009 0253 PM 1,3,5-Tdmethyltenzene ND 5.0 p9Mg 1 3/192009 02:53 PM 1,3-101chlarobenzene . NO 5,0 µg/Kg 1 3/19/2009 0253 PM 1.3-Dichloropmpene ND 6.0 p9Mg 1 3/192009 0253 PM 14-DlcNcrobercene ND 6.0 p9Mg 1 3/19200002:53 PM 2,2-111knlompmpane ND 5.0 pg/Kg 1 3/192009 02:53 PM 28rdanone ND 60 M9M9 1 3/192009 02:53 PM 2-Chioiotoluene ND 6.0 pg/Xa 1 3/192009 02:53 2•Heaenone. ND 50 pg/K9 1 3119200902:53 PM 4-CNomfoloene ND 5,0 p91Hg 1 3/19/2009 02.53 PM 4-Isapmpyleduere ND 5.0 µgMg 1 3/19200902.:53 PM 4Atettlyl-2-penlanone. ND 50 141(9 1 3/1920090253 PM Acetone ND S0 pg/Xg 1 3M9200902:63 PM Benzene ND 6-0 p9Mg 1 3/192009 0253 PM Bmmobenzere ND 5.0 Pil/K9 1 3118/200902:53 PM Bromochicrotnethane ND 5.0 pg/Kg 1 3i19200962:53 PM BromodiUUeromethene ND 5.0 p9Mg 1 3/19200902:53 PM Bmmofarm ND 5.0 pg/Kg 1 3/19/2009 02:53 PM Bromemethane. NO 5.0 191X9 1 3/192009 02:53 PM Carbon disurde ND 5.0 p914 1 3/192009 02:53 PM Carbon tetrachloride NO 5.0 119M9 1 3/192009 0253 PM Chlorobenzere ND 5.0 µg/Kg 1 31192009 02:53 PM CNcroeu,ane ND 5,0 121K9 1 3/192009 02:53 PM Chloroform ND 5.0 12E9 1 3/1920090253 PM Chlommethane ND 5.0 09M9 1 3/19/2009 02.53 PM cis-12-D chlomethene ND 6.0 M91Kg 1 3/192009 0253 PM Qualifiers: B Analyse detected la the associated Method Blank H Holding times for preparation or analysis exceeded S Spke/Sunogate outride of limits due to matrix interference DO Surrogate Diluted Out (Pranced Technology laboratories E Value above qua:u lladen range ND Not Detectedat the Reporting Limit Raaulta are vent unless otherwise specified e, Signal Alf4, C4 90755 Tel: 562. 989.4045 Fax: 562.989.4040 11 of 43 Advanced Technology Laboratories CLIENT: Lab Order: Project: Lab IDi Leighton Consulting, Inc. 104410 Newport -SCE Parcel, 602497-001 pent Sample 1D: 82-1.5 Collection Date: 3/10/2009 1136.00 AM Matrix SOIL Analyser Result PQL Qua] Units DF Date Analyzed VOLATILE QRGANIC COMP RunlD: MS6_09031 ds-1.3-t t hlomnsapene Onescanopyl etas Ltomattragunct Dexamometharre Dateonsalla4ctomethace EPA CC Batch: T09V5070 Prepoate: 1 P1fi 9.0 p91+(9 1 t+D 5,0 1 ND 6,0 1a9*eGg 1 ND 6.0 i96tg 1 ND 60 pgM9 1 3119 ND 60 pg/K9 1 3/10/290 ND 5.0 pg/K9 1 3/19/2009 ND 6.0 yg/Kg - 1 3719/2009 0253 PM .0 it911C0 1 3739P20090253 PM 1 1 NO 10 Pgtlfg 1 ithylonacNontle NO 5.0 p 1Kg 1 3/19720090263 PM MTBE ND 6.0 'a 9 1 3/19'200902:.53 PM n-Butyfbaezene ND 5A pg/K9 3/19/2009 0Z-53 PM r Ptopylbanzerw ND Si) U9'K9 1 3/1912009 32:53 PM Naptre:erns NO 5.0 is g 1 3P"t920090253 PM o-Xy'sne ND' S.t1 1tgiltg 1 3t19Z0090253 PM sec-&tsito acre ND 6.0 t.g1K9 1 3R9/'200902:53 PM Styrene NO 6.0 pghtg 1 3/19/2009 0223 PM Tart -amyl methyl elhor ND 5.0 pgdCg 1 3/192009 0253 PM Tod -Butane! NO 100 pgEg 1 3/19/2009 02:53 PM tart Butylbenzsre NO 6R pgtXg 1 3/192009 0253 PM Tet'aehlaroethano ND 5:0. tg70tg 1 '3719/2009 0253 PM TolueneND 3.0 pgelCo 1 3/19i20090233 PM trerrs-1,2•C0z/trcetene ND 6.0 pg/k9 1 31182009 02:53 PM !arts-1,3-01haboproprne PC) 6.0 P5+1t9 1 3/19/200902 3 PM Tdr211oroethene ND 5.0 P91Rg 1 3119/200902:53 PM TriU'oro6uoromathane ND 6.0 119M9 1 3/19r200902'53 PM Vinyl *wee ND 50 p96(9 1 3/19/200902:53 PM Vinyl ehbdde ND 5A p9X9 1 a/1912009 02:53 PM Xy4aNa, Tale NO 15 P91t49 1 3n922090253 PM Sure. 1,2.okrdcroetnane d4 102 70.130 %REC 1 3/19/ OOSO253 PM Sur:, 4-Bromanaarobenrme 97.0 70.130 %REC 1 3/19/20090253 PM 0 Qeallfersr B Analyttdetected M the associated Method 91aak H Holding. time, 9e peepwdon or analysis e n.4ed 5 Spike/S,mogatcc.Sde of limits due to mavi7 in:ertemue DO Sumgait DOuted Dar Advanced reebaoloyv Laboru*riu E Value above quantiation range. ND NetDeitcted at the Reporting Giant Berlin nee wet Wen *&noise Specified afnut Avenac, Signal HA CA 90755 Te& 56Z 989,d045 Fay 562 989,4040 12 of 43 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 26-Mor-09 CLIENT: Lab Order: Project Consulting,Ina Newport -SCE Parent, 602447-001 Bent SampleED: B2-L5 CatEection Date: 3r10l26 Matrix: SOIL 11;36:00 AM Analyses Result 1 Darts DE Data Analyzed VOLATILE ORGANIC COMPOUNDS BY QC/MS RanID:. MSS_090319A Sum Orbromotiuorumer,an Sum 'Miracle SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA3550B RJACt M68_096326A. QC eats* 54042 1.2.4TMJorobenzerle ND 1,243icNorobenzene 1,3Aid lcmaenzera 1,4-aWombenzera 2,4,5•Tdch»rophenol 2,4,6-Trlthtrophergl 2,4-Dichlorophenol 2,4-Dirn0Ory19henol 2.4-0initr0p5ero1 2.4-05l95199mo 2,6-09%aodtir. 2-Cl :xcnaphttralene 2-Ch rOPMnal 2-+5•47ylnswl6wSne 2 Methylpherrol 2-Ndroarttnq 2-M6rophenol 3,3'-Diohbrobemldlne 3-NhoaM4ne 446-Din6ro-2-ma0h94phenol 4-13,:amopfbnyl-phen 4rMr Moro-3msUt$ tine margins raw Acenaphthylene Anthracene Berzldlne (M) QniliRtrs: 13 Aaalymd 8 Bddic7 Nines 5 Sprce'Sssmpteoun DO S,a:a9otaDiteted Oil Advanced Tccbo4Jog,v LatonM/kr EPA 8270C ND ND ND NO NO ND' NO NO NO NO NO NO ND ND ND ND ND NO NO NO NO NO ND QC Batch: T09V5076 EPA 62608 PrepDale: 70-130 S %REC 70-130 %REC 330 330 1600 330 1600 330 330 330 330 330 330 1600 330 330 330 1800 Analyse. HH 1120090253 PM �2009 0253 PM 320/20 9 Analyst: O61P 3/2412009 01:/6 AM 324•'2t*�= 01:16 AM 32412009D1:1b AM 324/200901.i6 AM 3/2+i200901 �6 AM 3/l42009 41:16 AM quu:9915ot tM& 3275 Walnut Avenue, S/gual Ar7L CA 90755 Ter 562 13 of 43 01:i6; 90i1t84 3124/2009 01;15 AM 324200901;16 AM 3/24E2009 01:16 AM 324200901:16 AM 3242009 01:18 AM 3242009 0118 AM 3242009 01:15 AM 324/2009 01:16 AM 324200901:16 AM 324/2009 01:16 AM 3/742009 01:16 AM 3242009 01:18 AM 3242009 01:16 AM 3242009 01:18 AM 324/200901:t6 AM 3/24/2009 0116 AM 9.4045 Fax 562.989.4040 Y'I1CAL RESULTS Advanced Technology Laboratories ttlntuate 26-Ara.-e9 CLIENT: Leighton Consulting, Inc. Lab Order: 104410 Project: Newport -SCE Parcel., 02497.001 Lab ID: 104410-004 Client S®mpieIAa B2-1.5 Collection Date: 3(10/2009 11:36:00 A34 Matrix` S41L' Analyses Result PQL Qual Unit. DP Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GUM EPA 35508 RunlD; M$6190320A QC Batch: Ben10(a)antnacene Berao(a)pytana Betoo(b)6koranPene Benzn(9;h 1){ ntene Benzoik)1Loranlnene Benzdc add Benyt ak.9hcl B14(2chWatt toxy)methan B4(2-chtoroetl131)ether Be(2#10rcS0taopy4WJ'e+ ButA sreAphnagete Chrysene Di-nbuMr lete Di.ncctytrit esta Casenzo a)anwacene Dibwvnluran Die hy:phthalate Dvnetnylphtalate Eva:en ten, Pliocene Nexacncorobenzene tiwachlerobutackane Hexaohteroc tloper4ndhile xawomealane a+sM1.7:3-cdbyrene ne 9au$adlo-propylamine Nfltoaarkphenytzmine SO Paler* NMitbarmene Pentachlorochenol Phaientrene Phenol Fyn S 't 1,2.131cNmobanzeno-d4 NO NO ND tx10 ND ND NO NO NO NO NO NO NO ND NO NO ND ro ND NO ND NO ND ND NO 740 EPA 8270C PrepDate: 320/2009 Analyst: DMP yyK9 1 3/242009 0116 AM p97K9 1 5l24f2009 01;16 AM 11900g 1 3P142000 9t16 AM pg/Kg 1 32420000'..:16 AM 691x9 1 3pA2009 01;16 AM 69069 1 p9n19 1 pWt9 1 691K9 1 P9/K9 1 P9 l9 1 pg K9 1 p9A49 1 POM0 1 pg/K9 1 609 P9M9 1+90(0 1 3242rm901;16A P9M9 1 324200901:16 AM pgA(g 1 3242009 01:16 AM p9449. 1 3f242309 01:16 AM 14M9 1 3/24/2009 01:16 AM u9M9 1 3/242009 01:16 AM 690(9 1 3242L339 01:16 AM p90<9 1 3242009 01'16 AM 330 B60(9 1 3242009 01;16 AM 330 Vg1K9 1 3/24/2009 01:16 AM 330 p9+1W 1 3242009 01:_16 AM 330 p94tg 1 3242009°t 16AM 330 pgdlt9 1 3242009 01:16 AM 1600 pg/(g 1 $2d/200901:16AM 330 pg1N9 1 3/242009 01:16 AM 330 pg`X4 1 3/24200501;16 AM 330 pgtK9 1 3/242009 01' 16 AM 49-103 9902EC 1 324200901;16 AM 330 330 330 330 330 330 330 330 330 A 01:16 AM 42009 01:16 AM 1:16 AM 6AO ' Qudflut a AS344dkteetedeaux B R tdteg fixes torprcpmzettm. ora,ai $ 3pittauu@aatennssrdt o6 limits due to zramx fn DO Surrogate Dtituied out Advanced Tccbaolbgy laboratories 32i5 Watgat Avtaa rn 14 of 43 E VaiueOcoee quantting= ramp ND NO Detected at deo Repeating F.iorit 6444434rewe: untto otherwise/pes.Sed CA 90755 Tel:56 , 989.4Q45 Fax: 562.989,4040 Advanced Technology 0 CLIENTS Leigtton Consulting.€nc.. Lab Order: 1044I.0 Project: Newport -SCE Parcel, 602497-001 Clfent Sample Matra ANALYTICAL RESULTS ate: 76Mar-09 : SOIL Analyses Result PQL Quit Enka Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS SY GC/MS EPA 3550E EPA 8270C C3C EMah: 64042 PrepDate: 320I2009 Analyst. DMP R;inl0; M56 090320A Serr2,4,8-Tdbromophenal 1,45 47-129 5 %REC 1 3124/200001;:6 AM Sun:.2-Cltlaophanclr14. 11.8 64-109 a %REC 1 4t28090115AM Sum 2FleicAllhenyl 87.3 69-108 %SEC 1 3f2U2W901.8AM Star 2-Ftwreywnol 8E3 50-111 a %REC 1 3Yt4r200901:16 AM Sun: 4-Tarpphmglar14 105 68.136 96R£C 1 3724200901;18 AM Slat Ntoabeniene-d6 922 54-115 %REG 1 1✓d4J20G801:18 AM Sun- Pheiwl t5 41.9 88-112 5 %REC 1 3124t2Q0801 18 AM Quo:lMete 8 Anelyte detected In are aunetatted Method Blank ti Holding Cane 5x mare iyssa exceeded S SplkeiSunegete outside of limits due to= xiourfucnce DO Surrogato Diluted Our Advanced Tec6aatogv Le0orrlor*s E Vehat than quondaaon range ND Not Detected at the Repastfns Lima. Results ere wet cram ohewiz spec(Led 3275WalnutAvenue, Stgna!Nlll,Cd 90755 Teti562.9&9.4045 Fax:562.989.4040 15 of 43 Advanced Tech CLIENT: LeightOil .Cons ulbag, Inc, Lab Order: 1041410 Project Newport -SCE Parcel, 602497.00i Lab ID: 104410-005 Analyses +all PQL Qua! Units DE Date Analyzed HYDROC Run10: OC8_090317A Hyd owtonst C8-C10 T!R. Hyt&oearnura.'. C10CC18 T/R HyctiocaSCa1D:: C18-C28 TIP Hydracamonr C28•C36 TYR Hydrocoreont C38-C40 MR HyGocarbons. 08-Cd0 Total Surtp•T.rpkvlyl PCBS BY GGECD Runl0: GCa" 090318B Arot r 1016 Arocbr 1221. Aroclor1232 Arodor 1242 AmS+or 1248 Arcola 1254 Arodo^ 1260 ArocSor 262 Aroctre 12E8 Sur:: CecaUdarcb/pheny; Sur%'i atrachloro-m:rylena N IDENTIFICATION FT EPA80188E1 +OC Batch: 53868 Propos*: EPA 3550 18 10 mgdf9 1 ND 10 mgM9 1 59 10 mn,M0 1 110 67.•t44. %REC 1 87 5 EPA 8062 PrepOaa: 16 1K2 1 33 09%9 1 18 pgll4 16 p9/t9 16 p9'KD 16 p90t9. 16 1191(6 1 3/162809 It. 16 119rK2 1 3/16/2009 101 16 p01G2.. 1 311 e. C0910:30 Ph# 30-124 %REC 1 11&2009 1030 PM 43-118 %PEC 1 3F162009 )030 PM 3/152009 Analyst CBR 3.`1T.11609 01:11 PM Si17'y=90901:11 Pia 8il7P1909 01:11 PM 3117ft908011 PM 0ffi1190401.11 PM 3/17t1909 01:11 PA# Qu400crsi 8 Anaty^e detectedin H Boldhtj Smes torprpua $ Sp1ke'Surm$teout4de Ira DO Surrogate DiFuted Out Adwaced 7eeknolog jabontmrvs Ina E Value abova quantim6an saagn ND Not Detected at the Rtyrtins Lfruit Results are wet unless otherwise speetecd !grid Ni1{ CA 90755 Tel: 562. 989.445 Fro 361989.4040 16 of 43 Advanced Technology Laboratorie CLIENT: Lab Order: Project: Lab [DI Leighton Consulting, inc. Client Sample ID: B3-1,3 104110 Callectlon Date: 3/10/1000 1:12' Newport -SCE Parcel, 602497-001 Matrix: SOIL Analyses Resale PQL Qual Aolts Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LOFT EPA 8018B(Mj QC Hatch: 53868 PrapDate: 318/2009 Analyst CBR RunlO€. GC8_090317A =sawn C8-C 0 28 20 T/R Hydrocarbons nRc40TosaI 110 Sun; p-Terpbtnyl 108 HYDROCARBON CHAIN IDENTIFICATION Run10: GC'_090319A B PC B$ BY a 10 10 10 10 10 EPA 8015E CC Da1u.:, E091(507e PrepDale:. 1.0 rngrK9 50145 %REC EPA 7550E 16B QC Batch: 51674 NO NO Amdcr 1232 NO 16 Asodor 1242 ND 16 Aruc1or 1248 ND 19 Aroc1ar1254 22 16 Minor1260 ND 16 Armlet 1282 ND 18 ItpeXp Aro:nor1268 ,. ND 1a agoK9 Sum Dacamhmtiphenyl 75.4 30-124 %REC Sure TetracYbm+n•xytene 78.9 40.116 %REC VOLATILE ORGANIC COMPOUNDS BY 6CAMS RunID: MSS_090319A L1.1,2detrachrareethans 1,1.1-TAcHoroedrane 1,1,2,2-7 evad1amelha ra 1,1,2•T,ic'abrceatane 1,1.OId;ltaoaTane QC Batch: tC NO NO VS07 EPA 808 1 3/17/1909 02.58 PM 1 3/17/1909 0258 PM 1 3/17/190902:58P 1 1198902:58 PM 1 3717t1909 0258 PM 317/1909 02-58 PM 1 3/17/190902'58 PM 1 1 1 1 1 1 1 1 Analyst P.HN 0/200902:51 PM 32009 02:51 PM yst HL 0:59 PM 0:59 PM 2 P P P 059 PM 1059 PM 1059 P14 1059 PM EPA 8260E PrepOam. Analyst HH 5.0 WHO 1 3/19fi009 03:11. PM 5.0 hallq 1 3t194 03:11 PM 5.0 p9Mp 1 3,19170090311 PM 5.0 KM; 1 3/192009 03:11 PM 50 p'&K9 1 3/19r1009 03:11 PM Qualifiers: B Aualyte detected la the assacimed Method Blank B Folding times for Preparation or analysis exceeded S Spikedurmaathoutside oflints due ro matrix loterfereaa DO Surrogate Dewed Oyu. Advanced Teeetrno% Laker -atone E Vann:above quandodon range ND Not Detected at the Reparins: limit Rcadro ace wet unless otherwise specified aG S!gnat 11114. C4 90755 Tel: 56Z 989.4045 Fax: 562.989 4040 17 of 43 Advanced Technology Laboratiorie CLIENT: Lab Order. Project: Leighton Consulting, Inc, 104410 Newport -SCE Parcel, 602497-001 104410-006 Client Sample. ID: B3-1.3 Collection Date: 3/10/2009 I:12.00 PM Matrix: SOIL Analyses Result Units DP Date Analyzed It.E ORGANIC COMPOUNDS BY GC/MS TI 12„4 Yr;metnrtbenzene 1,2-Dthmmo-3-CMom(uoaene L2.0/ tomoethane 1,2.n ddarobenzere 1,2-Olanaroeftene. 1,2-OMMaraput1ane t,3. 7dmethylbenzer re metre 1,3.Dichlompropene 1,4d1&3arobenzerte 2,249khloropr0pene 2-Butanone. 2.Ch10mlduene 24Hean0t.e. 4ChrmoMuena 4.1smylopydoiuene 4.Merny42pentanone Acetone Benzene Brorrobenzeoe Bmmadiorometnane Bromodchtorotrehene Bromo(orm Emmomethetie Carton efsuai0'e Carbon tetrachloride Chorobenrene. Chbr0e9vne Chbrotorrn ChIcromethane ois1,2-D1ohlomeNene 9A 0C Batch. 709o007 6.0 5.0 its ND 6.0 ND 5.0 ND 5,0 .ND 5.0 NO 10 ND 6,0 Nt1 5.0 ND 5,0 5.0 5,0 5,0 ND 50 P40 5.0 ND 50 ND 5.0 ND 5.0 ND 60 ND 50 NO 5A ND 50 ND 5.0 NO 5.0 ND 5.0 ND Sal ND 5.0 ND 6.0 ND 6.0 ND 5,0 NO 60 ND 5.0 ND 5,0 EPA 82800 P9/Kg P90t9 P9M9 1109 P9M9 pgMa 9 Ca P9M9 Analyst; HH 1 3tl92009 03r11 PM 1 3/192009 03:11 PM 1 3i1 5200903!11 PM 1 3/19f300903:11 PM 1 3/19a0090311 PM 1 3/19/200903:11 P11 31192009. 03:11 Pet 1 3r19/1009D3:11 PM 920030111 PM 009 03:11 PM 3:11 PM Pid 1 3/19. .9 03:11 PM 1 3892009 03''.11 PM 1 3/19/2.0090311. PM i 3/191200903,1i PM 1 3/19200903'11 PM 1 3(n rn03.11 PM 1 3H92009 03:11 PM 1 3f1 03`11 PIA 1 1 3/19/20090' 3/1920090a.11 PM 3/192009 C3'11 PM 3/1920C903:11 PM 3/19/2049 0311 PM 3/19/2009 03:11 PM 3,192009 0311 PM 3/19/20090111 PM 3/1920090311 PM 3/14/200903.11 PM 3/19200903:11 PM B F! Uoldin3 thn 5 Spiloolonot 1 can o DO Surtogate OIue5 Out deaat'ed recfnology E Valor above 4arndWrion zanxe ND Not Detected att5c RepoNngLiaur. Rama, ke wet w%be orhawhe rpccl 3275 Walnut 4 venue, Signal Hill, CA. 90755 Tel: 562. 989.4045 Far: 562.989.4040 lades 18of43 Advanced Technology Laboratories ANALYTICAL RESULTS Print Data 26-Mar•09 CLIENT:. Leighton Consult:" Lab Order: 104410 Project Newport -SCE Parcel, 602497-001 Client Sample ID: B3-13 Collection Date: 3/10/2009 ::12'00 P Matrix: SOIL Analyses Result PQL Qua1 Units DF VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: M55 090319A OC Baldt c5-1,3-0lcNomprepene praaopmpyi dales 176roraoctiorome3lvw D:IOromometnane arced tuovreealana. Auoieb Freon-1 Heaachlombutedene lodemethane IaGptopylber¢ene m.P-Xylene Mete/Zene chloride MTBE Styrene Tart -amyl methyl ether Teri-Buterlol lent-Butylbenzene T,tractfaroetrane Tclues o bans-12-OEtd4omehene iran5.1,3-0Mlicmpropene Tnchtotoethem Trirl9omf uora/eethane V%nyl acetate Vinyl cNodde Xylenes, Total Sum 1 ,2-01chlomethane-d4 Sur 4-Bmmofluomoenzav ND NO ND ND ND NO ND NO EPA 8260B 6.0 p9809 6,0 p9/K9 5,0 p9i1f9 8,o l:gMg 50 p9M9 80 pg%g 5.0 pgi5(9 SA 49M9 6.0 M9/i9 5.0 15M9 6,0 u9M9 6.0. 1i9/Kg 10 p9.'K9 5.0 I619 5 0 1*1(5 S.0 5.0 p9/lt9 ND 5,0 ND 5.0 NO 5.0 NO 8:0 NO 6,0 NO 100 ND 5.0 NO 6.0 ND 6,0 r33 6.0 NO 5,0 NO 5.0 ND 6.0 ND 50 ND 8.0 NO 16 101 30.130 93.8 TOd9Q PrepData: Analyst NH 1 3119/2009 03:1: PM 1 31t9200903:11 PM 1 309200903:11 PM 1 3t19200903:11. PM 1 311920C9 03:11 PM 1 3f19/2009 03:11 PM 1 3ft '2009 03-11 PM 1 3fi$12009 03:11 PM 1 3/19200s03:11 PM 1 3119200903:11 PM 1 3f19/200903:11 PM 1 3i19/200943 11 PM 1 3/19200903:t1 PM 1 3/19/2009 03:11 PM i 3t`920090111 PM D9 03.111 PM 1 31131Z0090311 PM 1 3/191200933:11 PM 1 3119204903114 P 1 1 1 9/200903.11 PM 1 3119Y200903:'1.t PM 1 3i19J200903:11 PM 1 3/192009 03::11 PM 1 3/19200903:11 PM 1 3r192009 03:11: PM 1 3/192009 03-11 PM. 1 3r19200903:11 PM 1 a/18120000311 PM 3tf9/00903:11 PM 1 3 192009 03-11 PM 1 3i192009 03:11 PM 192009 03:11 PM %REC T 3/19200903:11 PM %REC 1 3/19/2009 03:11 PM Qualifiers. B Molylederected trti d;e associated ddcttod Blank R Koldtag times fat ,prepar+dan eranalysis rcocded S SPT•:eSurroyate tuasdt of.imiu due to watfl imerfirnce DO SonosVc Diluted Ott Advanced Ttxdadugy uborswx n 3275 Wain E Wet above grmviwion mg: ND Nol t e:wed al the Reporting Umft &mlu re wet maims ofeewise specified $Igna! Mg CA 90755 Tel: 562. 939.4045 Fax 563.989..40 19 of 43 ALY"TICAL RESULTS Advanced Technology Laboratories Print Date: 26-lrfar-09 CLIENT: Leigbtan CA. king, Inc. Lab Order: 104410 Project:: Newport -SCE Parcel* 60249?.001 Lab CO: 104410-006 Clientle1D:: D3-13 Collection Date: 3/1012009 1:12:00 P Matrix:. SOIL Analyses Result PQL Qual Volts DF Date Analyzed VOLATILE. 0RGAN1C COMPOUNDS F Y GC/AIS RunID: MBE090316A OCBatclt: T09VS076 Bum D'Arcmoauoramethasta 605 7i1 Burr. Toluemrd8 112 70• SEMIVOLATILE ORGANIC COMPOUNDS EY GC/MS EPA 35508 Ru.110;; M$6_090320A 1,2.4-Trichbtobenvme 1,2-Dirldarolwmane 1 1,447411orobenzene 2AS,Tr".chla;0p encl 2,&6&Trichbrophoncl 2,4t7tctlb4t hr'c4 2,4•glmeliryphes 49 2,4-Dinitrophenol 2.4-01r9rotahrax. 2.6434thoicAene 2cMoro ap . ale:is 2chlorophenol 2.Me0tlnapftIene .itsnNphaad. 2.Ndrophenol 3,3'-01Gtlorot.ri 4ine 3-Neoan3'ne 4,6.Dunno-2•meBrypherol 4Bmmopbeny4.pheny',ether 4LNoro-3+fNhyphen0 4-Ciserconans 4.43642rophenyisiSehylether 4 Mtny4phencl 4-Nitros iTa 4-tpheral M. aph6tene Acenaphlnylene Anttvacene Benz:dile (M) CC $arcs. 54042 ND 330' 330 1600 ND 330 ND 060 1,10 C60 ND 330 NO 330 ND 1600 ND NO ND ND ND EPA 82608 %REC 1 %REC 1 Analyst HH b200903:11 FM Mniro dram asa 79 Analyst DftAP 3242009 01;43 AM 3E242009 01143 AM 3242009 01:43 AM 32Q2009 01.43 AM 31242009 01:43 AM 3242009 01:43 AM 3247009 01:43 AM 00901:43. AM 00901t43 AM 143 AM 01:43 Al 4/200901:43 AM 01 P9/K9 1 3/24/2009 01 43 AM 1-94<9 1 3/242009 01:43 AM p91R9 1 324/2009 01:43 AM PINS 1 3242009 01.43 AM p9;1C9 1 3242009 0143 AM p9M9 ' 1 3/242039 01:43 AM pgMg 1 3/242009 01:43 AM P9M9 1 3242009 01:43 AM p91149 1 3/242009 01:43 AM pg/Kg 1 324/2009 01:43 AM 99/R9 1 3'2472009 01:43 AM 1/01<9 1 324200901:43 AM Qua' Men: B Anatyta data 4rad In die assaciattd Nutbod Bank 11 Rotdiug 1IIaC5 for praparatiag araMlysfs excelled S Spike1Stwtfl rani4totibuitsdue to ma iz itnrst :. D0 Surrogate DTuted Out mad Teeba log,' latoratorie' 3275 Walnut Avenue, Signat WI 20 of 43 E Value above quandadon range ND Not Detected et tb4RepordngLimit Rye axe wet rm:e54 GC:mine syuct644 907 Tel: 562. 989.4045 Fax: 562-989.4040 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 26-Mar-09 CLIENT: Lab Order: Project: Lab ID: Leighton. Consulting, Inc, 104410 NewportSCE Parcel, 602497-001 104410-006 Clieat Sample ID: B3-L3 Collection Date: 3/302006 1:12.00 PM Matrix: SOIL Analyses Result PQL Qual Units. DP Date Angyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550E Runlo: MS6 090320A QC Batch: 54042 Benzo(alanguaeena Benzo(a)pyrene Benzo(b)Suoranthhene Benzo(g,ft;l)perylene Benzo(k)'ueranthene Benzoic acid Benzyl alcohol 31a(2-chieme0 oxy)met'ane Bla(2-chbroeltygether Bia(2-cMomieopmpy0ether Bis(2-elhyihexyQohthalate Butylbetaylphthalate Chryeene Dim-bu!ylphthalato Clm-ociylphlhalate Dlbenz(a,h)anthracene Ctbanmfuran D4ethy'phthalate Olmeth (phthalate Ruorenthene Rumens Haxachtorpbonzane Hexaddorobutadlone Hexachlorocyclopentadlene Hexa:hlaroelhane IMeno(1,2 3-cd)pyrene. Isophomne N-Nhosodlm-pmpyiamine N-N tosodiphenyramtne Naphthalene Nttrobenzene Pemachlorophenol PhenenThrene Phenol Pyrene Sure 1,2-Dichlorobenzene-d4 NO NO NO NO ND NO NO ND ND ND ND NO ND ND ND ND NO NO NO ND ND ND ND ND ND ND ND HD ND ND ND NO ND ND ND 67.4 EPA 8270C PrepDale: 3202009 Analyst DMP 330 pgMg 1 330 pg)Kg 1 330 pgMg 1 330 pgMg 1 330 pgMg .1 1600 991X9 1 660 141AK111 1 330 pgMg 1 330 pg/Kg 1 330 pg/Kg 1 330 pgMg 1 330 49/tt9 1 330 pgMg 1 330 pgMg 1 330 pgMg 1 330 pg/Rg 1 330 P9/lC9 1 330 pgdtg 1 330 p9/K0 1 330 pgMg 1 330 pgMg 1 330 pgMg 1 660 pgMg 1 960 pgMg 1 330 pg/Kg 1 330 pgMg 1 330 p9/K9 i 330 p9/Itg 1 330 pgM9 1 330 pg/Kg 1 330 pg/Kg 1 1600 pgMg 1 330 pgd(g 1 330 pgMg 1 330 pg/Kg 1 49-103' 14REC 1 3242009 01:43 AM 3242009 01:43 AM 3242009 91:43 AM 3242009 01:43 AM 3242009 01:43 AM 3t2412909 01:43 AM 3/24200901:43 AM 3242009 01:43 AM 324200901,43 AM 3242009 01:43 AM 3/242009 01:43 AM 324200901:43 AM 3242009 01:43 AM 3242009 01:43 AM 3242009 01:43 AM 3242009 01:43 AM 8242009 01:43 AM 324/2009 01:43 AM 3242009'01:43 AM 3/242009 01:43 AM 3242009 01:43 AM 3242009 01:43 AM 3242009 01:43 AM 3242009 01:43 AM 3242009 01:43 AM AM 3242009 01:43 AM 3242009 01:43 AM 31242009 01:43 AM 3242009 01:43 AM 3242009 01:43 AM 3/24/2009 0143 AM 324/2009 01:93 AM 3242009 01:43 AM 3/242909 01:43 AM 3242009 01:43 AM 3242069 01:43 AM Qualifiers: B Aoalyte detected is the emechtcd Method Blank H Holding Omer for preparation or analysis exceeded S Epike/Sonogate outside annals due to matrix interference D0 Surrogate Diluted Out Laberstoties 2 Value above quandtadon range ND Not Detected at the Reponlrei Limit Results are wet unless othawisespeaed 3275 Walnut Avenue, Signal Hill, CA 90755 Ter: 362. 989.4045 Fax: 562.989.4046 21 of 43 Advanced Techn oratories CLIENT: Leighton Consuliht Ina. Lab Order. 104410 Protect: Newport -SCE Parcel, 602497-001 Lab ID: 104410-006 ANALYTICAL RESULTS Print Dates 26-149--09 Client Sample ID: B3-1.3 Collection Date: 3/102009 1:12GO PM Matrix; SOIL Analyser Result DE SEMIVOLATIIE OR©ANIC COMPOUNDS BY GUMS EPA 35506 RunIFY. M50_090320A OC Batch: 54042 Burt: 2,4.8-Tdbmmoproanol Shen 2-CNempMno -44 Burr 2-%fuoroblr`,en$ cmpnerol ±enyf-014 Surr Mtmteneene45 Sum, PhenoFds 855.0 47,0 58-112 a EPA 8270C Pmp0ele: 21 47-129 s %REC i.3 54-109 5 %REC 59-108 %REC 50-111. s %REG 58.135 %REC 64-115 %REC %REC 1 1 1 1 1 G13dAi301,43 1 3Y24;ZGsg99t43A 1 3/241200901;43 AM lyst DMP 9 01:43 MI Qualifiers: B Anatyle detected inihoauocvIed Metlmd@laak E Value ahovoquendladon nmge H Holding dins for prep.Srrn or Analysis exceeded ND Not Detected at Ote Reporting Limit 5 S7kr/5wzolare wjI de of (laths due to oath huvfcrencr Revslts ere wet Sasotherwlvt. alccified DO S nogaxe Diluted Ow 3275 Walnut Avenue, S%nal H&, C4 90755 Tel; 562. 939 4f745 Faxr 56.7.989.4040 22 of 43 Advanced Technology Laboratories ANALYTICAL RESULTS Print Date: 26-Mat-09 CLIENT: Lab Order: Project: Lab ID: Leighton Consulting, Inc. 104410 Newport -SCE Parcel, 602497-001 104410-007 Client Sample ID: B4-0,5 Collection Date: 3/I0/2009 12:15;00 PM Matrix: SOIL Analyses Result PQL Qual Units Date Analyzed HYDROCARBON CHAIN IDENTIFICATION LUFT RunID: GCB 090317A QC Batch: 53868 T/R Hydrocarbons C8-C10 T/R Hydrocarbons C10C18 T/R Hydrocarbons; C18-C28 TIR Hydrocarbons; C28-036 TIR Hydrocarbons CM-C40 TIR Hydrocarbons' CB-C40 Total Sure p-Terphenyt PCBS BY QCECD RuntO': GC6 0903168 Aroclor 1016 Aroclor 1221 Arodor 1232 Aroclor 1242 Arodor 1248 Aroclor 1264 Aroclor 1260 Arodor 1262 Aroclor 1268 Swr. Oeead 1aroblphenyl Sun,, Tellachloro-m-xylene 32 NO 14 16 NO 62 112 EPA 3550E QC Batch: 53874 NO NO NO NO NO NO ND NO ND 72.9 7/.0 EPA 8015 10 Ing8tg 10 mg/Kg 10 rn lQ 10 mg4(g 10 PISMO 10 m¢a(g 57-144 %REC. EPA 8082 1n V99 16 ifg Kg 16 pg/Kg 16 pg1Kg 16 99nt9 16 119859 30-124 %REC 40-118 %REC 9 3/16/2009 Analyst CBR 1 3/17/1909 12:17 PM 1 3117f1909 12.17PM 1 3/171190912:17 PM 1 3/17/1909 12:17PM i 3/17/190912:17 PM 9 3/17/190912:17 PM 1 3/17/1909 12;17 PM PrepOate: 3/182009 Analyst HI. 1 3/1620091129 PM 3/16/2009 11:29 PM 1 3/1620091129 PM 1 3/16/2009 1129 PM 1 3/16/2009 11:29 PM 1 3/16200911:29 PM 1 3/16/20091129 PM 1 3/16E20091129PM, 1 3/16/2009 1129 PM 1 3/16720091129 PM 1 3/16200911:29 PM Qualifiers: B Anslyte detected In the associated Method Blank H Holding times tier prepantlon or arulysts mended S SpBtdSunogute outside Of limits due to m=Mx interference DO Surrogate fMuted Out dvaard Torhaata„y series E Value above quantilanon range ND Not Detested at the Reporting Unfit Results are wet uelessothawtscspecited. 275 Walnut Avenue„ Signal Hill, CA 90755 Tel: 562. 989.4045 Fax: 562.989.4040 23 of 43 Advanced Technology Laboratories ANALYTICAL RESULTS Flint Date: 26•Mar-09. CLIENT: Leighton Cansulring, nc. G`13entSamplelD: 54-7.8 Lab Order: 104410 Collection Dale:. 3/10/2009 12:30A0 PM Project: Newpart-SCE Paco!, 602497-001 Matrix:. SOIL Lab ID:: 104410-008 Analyses Result POL Anal Un11s DF NYDROCARB RanID. GC8;090317A NTIFICATIQN. LUFT EPA 801 QC Balch: 53868 PrepDate: TIRHydLarattxsns: C8-C10 NO 10 rnsJKg 1 Hyettcareons: C10 C18 ND 10 rnog ss C18-a8 18 10 n1t1)59 ' C28-C38 ND 10 rn c9 7lf2 a. C36-Cd0 ND 10 tnQrKQ T/R Hydrocarbons. C8-C40 Total 18 10 m0.. 1 Sum p•Terpnenyl 114 67-144 %REC 1 PCBS BY GC/ECD EPA 35508 EPA 6062 Pen1D GC5_0903168 QC Batch-, 53574 Aflutter 1018 NO 16 nme Aroder1221 NO 33 uOixg. Arodor 1222 ND 16 P9/H9 Arocbr1242 ND 16 P9r%2 ArnWr1248 ND 16 49M9 Amcbr 1254 28 16 49i%9 Amor 1260 ND 16 p9/%0 Aradnr 1262 NO 16 p9M9 Aroclor.1264 ND 18 4104 Sum Decachbrehiphenyl 8d.8 30.124 %REC Burr. 7Machkm-m-xylem 67,3 40.118 %REC 1 1 1 1 1 1 3ti8i2 1159 PM t 31t8�°:ifNi611:59 PM 1 311020061159 PM lyst CBR 912'45 PM $i2A6 PM B i2!48 PM 91T.46 PM $1246 PM $1248 PM 190912: Quallltersc B Armlyte detected is the wsoci.ted Method Bisnx A Holding times Porpdrpam:ion a analysis exceeded S SphdSurrcgule outs33c otiStd6 dz to matrix inte ferenct D0 Smrogue Dibrtd Out E Value above quantitate! range ND Km Detected at the Repordng Limit Resets Sse wet Mdess otherwise cpcci5e4 3275 Walnut Avenue., Signal Hill, CA 90755 Tel: 562. 989.4 Far: 561,989.4040 24 of 43 ANALYTICAL RESULTS Advanced Technology Laboratories Print Date: 26-111ar-09 CLIENT; Lab Order: Project: Lab ID: Ceightan Consulting, Inc. 104410 Newport -SCE Parcel, 602497-001 104410-009 Cllent Sample IDl B5.0.5 Collection Date: 3/10/2009 12:4F:00 PM Matrix: SOIL Analyses PQL Qual Links DE Date Analyzed HYDROCARBON CHAIN IDLNT1f1CATION RunID: GCB 09031TA OC Batch'' TM Hydrocarbons: C8-C10 LR. Hydrocarbon: Ct0-C18 Tat Hydmrarbore: cl8•cz8 T/R H}dmcarbone C28C36 T/R HytacartunsC36C40 Tat thictocaroorcx C8.C40 Total Sum. p-Terptenyl PCBS BY GCIECD Rump: GC5_090310B Arodor 1018 Amcor 1221 Arodor1232 Asada, 1242 Annan/ 1248 kodtr 1254 Amdar 1260 Amdor 1262 Arodor 1268 56n; Decacalatoblpheny1 Sur Teuarnh+-m-uylrre EPA 3S50B EPA 80158(M) 53868 PrepDan: 3/16/2009 Anaiyst CDR 25 10 m9M9 1 3/17/19091150AM ND 10 1^g1K9 1 3,77/19091i:50AM NO 10 mgMg 1 3i17/19791t50AM 13 10 mgaCg 1 3/17/190911SOpild NO 10 mg/Kg 1 3f1:7,N909 71:50 AM 40 10 mgMg 1 3i17/12091 E50 AM 113 87.144 %REC 1 3/17/190911:60 AM CC Batch; 538T4 ND ND ND ND 48 NfJ ND 78.7 85.2 EPA 9052 PrepDale; 3/18/2009 Anatyst HI. 16 16 18 16 16 pga9 16 p9M9 16 p9Mg 30-124 %REC 40-118 %REC 1 1 1 1 1 3/1720091229 AM 3/17/200912:29 AM 3r17200912:29 AM 3/1720C91229:AM 31172009 1229 AM 3:17200912'29 AM 3/17200912:29 AM E vabusbownaaadouon. mist ND Not Detected of he Ruptnun51, nut Rwuits utatt uraCNa adxtewisesponi6ed venue, genet Hill, CA 98755 Tel: 562. 989.4045 Fax: 562.989.4040 26 of 43 Advanced Technology Laborato ANALYTICAL RESULTS Print Date: 26-Mar-09 CLIENT: Leighton Consulting, Inc. Lab Order.: 104410 Project: Newport -SCE Parcel, 602497-001 Lab ID: 104410.010 Rent Sample ID: B5-2.0 Collection Date: 3/102009 Matrix: SOIL Analyses Result 1 Units DF Date Analyzed. HYDROCARBON C RunlO; A Ge clo 010-C/8 T1R FtytiNur+p5'. C18-C28 T!R Hydrmcarotn+m. C28-C38 HydrecwbWns: C36-C40 T/R Hydmcurt rs C8-C4tl Total Surr. pl'aryhenyl PCB$ BY GC/ECD R.e. GCS 090317B Arcdm 1016 Np 16 Arador 1221 ND 33 Atoctor 1232' ND 16 Amdor1242 NO 16 Amcior1248 ND 18 Amckv 1254 92000 9280 Nador1260 NO 16 A/odor1282 ND 10 Amgor 1250. ND 16 Burr. Decat3acm0(Pbenyl 127 30-124 ` a Burr: DacS londAphenyi 0 30-124 800 Surr Tetreahlora-m-xylene 0 40-118 Sum Tetrachlam+n-xylene 85.5 40.118 FICATION LUFT QC Batch: 5386B NO 10 N0 10 28 10 NO 10 ND 10 28 10 107 67.144 EPA 801 PrepOele; EPA 3530E EPA 8082 Qualifiers: B x DO Analyze detectedin a Holding dales for pi Spike/Sumyota o+lde of I:x Smogate Diluted 0.4, E Value sin ND NM Detected CC Results r.re wet unless orherwtix specified Analyst CBR 7119691124 AM 9091124 AM 1 3/17/190 tit PM 3/1712609 03:31 PM 3072009 03:31 PM 3J77r1009 03:31 PM 31172009 03:31 PM 31172009 06:01. PM 3N7200903,31 PM 3/172009 03't34 PM 3/172009 03.31 PM 3/172009 03,31. PM 3/172009 05:01 PM 00905,01 PM 009 03:31 PM InutAnenae, Siend Rill, CA 9U755 Tel: 562. 939.4045 Far: 562.989,4010 26 of 43 zzzzzzzzz 0 0 o 0 6 ✓ M Y'0 f 0 0 r r r O el ON 44p7� g W @l O 0 r. ✓ of r�rrrrr O G CI 000G d t] zzzzzzzzz Q Q r s n 1 P s. e N 6 a W s � O Y tc 0 0 1 1 a cc cc c as as 5 $ m a a a a m 0 q q Yi b Yf a q q o a g q a ri m 0 rt a o a q oq i 66"1- i in In aaaaaaaaanaaZ 222222222222222 co 8_ A Ko :■2;G;=:t:l;==;::_:__:_ 2«@22;222£22aa2222222222;22222 a - !22CI CO222 ae n 2 0, 0 0 0 0 c 0 0 0 0 0 0 0 c 0 0 g 00000.0000 , m zllazzZzzzzazzazzzz zz z � W e x 0 Y REPORT 0 0 0 0 0 0 0 0 n n T 0 O q 0 0 O. M 5 � annm2N;N§;N[!B 2222222;2222222 0#!lk7E, »I$)\\/${�' �• .53\\k\/2§!! !§ corn§§■en ! ?cala a■!##aa ;;22f»&22;2222222;;22i2 | )} Ph St, 04 #»= ma' a■; 3175 IYednw, 0 0 0 0 At a At w e. 0 0 S 0 P4 CA P Ct ' �: $4 8 R 0 0 t e. of 0 R4 g OgI + 4 z .01 0 0 0 0 0 0 z z z z z z a 0 m 0 d 0 0 V- d .0 S m a G m Tek $42. 0114.40IS telyemic, ague I104 C6 PP7S5 %RPD RP4itmf Dual 0 0 6 r n August 12, 2009 fvfertdith Church Leighton Consulting, Inc, 177731 Cowan Street Irvine, CA 92614 '1731.: (949) 6814208 PAX: (949) 757-7230 RE: SCENewport, 602497-003 Attention: Meredith Church Co 4?> 151-11/21' No.:1838 NELAP No.: 02/ 07Cts. NEVADA. CA401 CSDLAC14.: 10196 Woticopier No.: 106685 Endo* are the results for stanple(s) received on August 03 200 by Advanced Technology Laboratories . The *am/1,1*i are tested for the paratatters ek.s Indicated mitt =dosed chase of custody in accordance with the applicable laboratory taarditcagous. Thank you for the opportunity to service the needs of your company. Pleas e feel free to call me at (562)989-4045 if I can be of further assistance to Sincerely, CArttpally. The cover let= and the case narrative are an integral part of this analytical report and cannot be reproduced in In its entirety without written permission from the client and Advanced Technoleety Laborremies 3275 WoLiut Avenuc Signal CA 90755 Tel: 562 9894045 Fsc 56 1 of 68 Appendix B SOUTHERN CALIFORNIA POWER PRODUC I ION 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 Newport Substation (Retired) 1516 West Balboa Blvd. Newport Beach, California INTRODUCTION T 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-ccld) 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 II: • 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 82608 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, Califomia 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' (85 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 6. 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. -000- 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. CHI, P.E. Project Engineer Geotechnical Group Engineering & Technical Services Southem California Edison Company cc: Geotechnical File ZAID AHMAD, P.E. Project Manager/Geotech Group Lead Geotechnical Group Engineering & Technical Services Southern California Edison Company -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/cwilfgeotech/md2613JEmironmental Site Field Finding Report - Newport Sub (RFttred).DOC .g. APPENDIX A: SITE ASSESSMENT WORK PLAN (SCE) NOVEMBER 6, 2012 Engineering A TECHNICAL C:ROI P 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 NOVE IQER 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 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 -2- 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 backflled 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 (fir`) 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 60108 and 7471A. Volatile Organic Compounds (VOC) will be tested for by EPA Method 8260E 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 a 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 4° C 180 days Metals VOC Encore sampler for VOC P 48hours (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 headspace) 7 days -4- 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 REPORTING 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 - 0.125 0.2 0. 0. Map Nutttbe .. pgs(�p1p111 r ,bmnc tw. .Ctaam.� nmwr vroteury.*�v,o.... • r� nia�mros«mxwausrmam�a.w,pwwnww» a.�+aw Pts a�aw,°;nrwawws+�''m'We Target Property Target Property. Newxtm'Suk*sra[ktax Address: 751E BALBOA BLVD. City/StatelZip; NEW 'PY}RTBEACII/C'A/9 3 Sourer, Thomas Bros Street Data 1.-0-. "" Issued For. ll.emard Rapan Projection:. UTM NAD83 Zone 1IN Approved M*:. C. Fsindel ra Gn2jst2s. Superior tZ itarxisrc� ,. ,�.,i 1- D 1 S ON ,. Created tn^ J. Sc:7uae+fiel7. Fcntcy Date: IQ/Sj21Xl535842PM 5tJ 4 Oa X x ri 4- x 41' a at j t 2 15 I+ + + + I +\ t. 45 + 1* + 2 1 -J.-- CLIENT: SCE TDBU Safety and Environmental CLIENT CONTACT. Charles Aldrich CLIENT CELL 626-862-7127 SITE NAME Newport Substation (former) SITE ADDRESS: 1516 West Balboa Boulevard, CA 92663 SITE CONTACT_ Ming Chl DATE: November 5, 2011 CLIENT OFFICE TELEPHONE SSHP EXPIRATION June 30, 2 PROJECT MANAGER: Charles Aldrich 626-882.7127 FIELD MANAGER Ming Chi (Cell 626-823-6283), Grace Bemabe (Cell 626-524-3741 SUBCONTRACTOR: tnterphase Geoprobe Services. 62-8712 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 thenature of Me 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 safely specialists. AO 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: Grange. Protect Information A) Facility Site Description; The subject site is Use location of a former electndaI 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 assessmontwork 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, 2i H) SCE Employees'. Project Manager; Zaid Ahmed Field Supervisor, Ming Chi/Grace Bei Site Safety Officer: Ming Chi/Grace Bel be be held on she. Job Huard Analysis A) ExpectedJob Tasks' Set up doll rigs decontaminate equipment; soil and (possible) groundwater sample collection; abandon bonngs with bentonite, cleanup site,. 8} Jotsttazards: :Slip -trip -fall injuries, Drill rig pinch/crush points; Noise. All site personnel will be required to wear basic personal protective equtpment such as safety shoes and glasses, hardhals and hearing protection. Other items see the project Job Hazard Analysis (JHA) B) USitity Clearance; 1) Dig Alert called: Ticket number and Request Form will be held on•site 2) Field clearance done by Dig Alert III. Health Risk Analvslg A) Summary of Potential Exposure Pathways. Skin contact with potentially contaminated matenat, 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,it dust levels are significant and long-lasting. Personal hygiene procedures (washing of 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 IV. Air Monitoring Egulament/Personal 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 tasklenvtmnmentallactivrty stabilization,, periodic monitoring, every 30 minutes may be necessary to verify the initial exposure assessment. Additional characterization monitoring shall begin immediately If theoperation destabilizes, the environment changes, or the potential for exposure Is otherwiseaffected. A) Monitoring Instruments(Direct Reading Instruments Minims 200D Photoionization detector or similar will ba used for monitonng. 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. Nitrite gloves will be used when handling soils and during groundwater sampling, V, Decontamination/Investigation Derived Waste Generation A) Sampling EqulpmenUsamples 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 properly 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. Vt„ 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 comptete investigation tasks, Security for Off -Hours: None required, VII. Emeraencv 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), VtL Loq Sheet & Tail Gate Meetings Rt Daily Tail Gate Meeting Log Sheet. Attached Project: Date: Name: Daily Tailgate Safety Meeting Log Sheet Company: al. Safety Data POLYCHLORINATED BIPHENYLS ( cy Phone No. (Call Collect) 314-694-1000 CHEMICAL PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME. POLYCHLORINATED BIPHENYLS (PCBs) Aroclor® Series 1018, 1221, 1232, 1242, 1248, 1254, 1280, 1282, 1288 Thenninol® FR Series MSDS Number: M00018515 Date: 12/95 Chemical Family: Chlorinated Hydrocarbons Chemical Name:. Polychlorinated biphenyls Synonyms: PCBs, Chlorodlphenyls, Chlorinated biphenyl' Trade Namee/Common Names: PYRANOL® and INERTEEN® are bade n for c amounts of PCBs as well as other components Including AS KAREL is the generic name for a broad class of fire resistant synthetic ce trKnated hydrocarbons and m xture5 u as dielectric fluids that commonly contained about 30 - 70% PCBs. Same ASKAREL fluids contained 99% or gn 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 cornmonly 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 this listing, 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, all manufacturing and sales were voluntarily terminated. In 1979, EPA restricted the manufacture, processing, use, end distribution of PCBs to specifically exempted and authorized activities, MONSANTO COMPANY, 800 N. LINDBERGH BLVD., ST. LOUIS, MO 63187 FOR CHEMICAL EMERGENCY, SPILL, LEAK, FIRE, EXPOSURE, OR ACCIDENT Call CHEMTREC - Day or Night - 1-800-424-9300 Ton free in the continental U.S., Hawaii, Puerto Rico, Canada, Alaska, or Virgin Islands. Far calls originating elsewhere. 202.483-7616 (collect cals accepted) For additional nortemergency Information, cat 314 94-3344. MPOSITION/INFORMATION ON INGREDIENTS • Chemicaky, commercial PCBs are delkted as a sashes of technlcat rrinttures, conslsUng of many isomers and compounds that vary from mobile, oily liquids to white crystafiine Bonds and hard rxxlcryB a resins. Technical products vary in composihcn, In the degree of chlorination,, and possibly 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 transformer; and capacitors, Prior to 1972, PCB applications Included heat transfer media. hydraulic, and other Industrial fluids. plasticizers, carbortiess copy paper, paints, Inks, and adhesives. Component CAS No, chlorinated biphenyl 1335-36-3 Aroclor 1018 12674-11-2 Aroclor 1221 11104.28.2 Arodor 1232 11141-16-5 Aroclor 1242 53489-21-9 Arodor 1248 12672-29-6 Aroclor 1254 11097459-1 Aroclor 1260 11096-62.5 Arodor 1262 37324423.5 Aroclor 1268 11100.144 There are also CAS Numbers for individual PCB congeners and for mixtures of Aroctor® products. PCBs are identified as hazardous chemicals under dean* of the OSHA Hazard Communication Standard (29 CFR Pan 1910.1200). PCBs have been listed in the International Agency for Research on Cancer (!ARC) Monographs (1987)-Group 2A and in the National Toxicology Program (NTP) Annual Report on Carcinogens (Seventh). 3. HAZARDS IDENTIFICATION EMERGENCYOVERVIEW Appearance and Odor. PCB mixtures range In form and color from dear to amber liquids to white crystallite solids. They have a mikf, distinctive odor and are not volatile at room temperature. Refer to Section 9 for details. WARNING! CAUSES EYE IRRITATION MAY CAUSE SKIN IRRITATION PROCESSING AT ELEVATED TEMPERATURES MAY RELEASE VAPORS OR FUMES WHICH MAY CAU RESPIRATORY TRACT IRRITATION POTENTIAL HEALTH EFFECTS Likely Routes of Exposure: Skin contact and Inhalation of heated vapors Eye Contact Causes moderate Irritation baud on worker experience. Sldn Contact Inhalation: Ingestion: Prolonged or repeated contact may result In redness, dry skin and defatting based an human experience. A potential exists for developing chioracne. PCBs can be absorbed through intact akin. Due to the low volatility of Pals, 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. 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. Maps I: M00019515 Otter. Nurnerous epkiemlctgfcsi studies of humans, both occupationally exposed and nonworker environmentally exposed populations, 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. Refer to Section 11 for toxicological inronmation 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 akin 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 medial 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 (MCI), a respiratory krftant If large amounts am swallowed, Basalt Image may be considered. 5, FIRE FIGHTING MEASURES Flash Point 284 degrees F (140 degrees C) or higher depending on the chlorihatlon laud of the A Fire Point. 349 degrees F (176 degrees C) or higher depending on the Chbrinatbn level NOTE Reterto Section 9 for individual flash paints end fire points. Extinguishing Medea: Extinguish flee using agent suitable for surrounding fire. Use dry chemlcaL foam, carbon dioxide or water spray. Water may be Ineffective. Use water spray to keep flee -exposed contatnars ar 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-doxins (PCDFs) and furans (PCDFs) during fire situation Involving electrical equipment At temperatures In me range of 600-650 degrees C In the presence of excess oxygen, PCBs may form polychlorinated dlbenzofurans (PCDFs). Laboratory studies under similar conditions have demonstrated that PCBs do not produce polychlorinated dbenzo-p-toxins (PCDFs). 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 requ red 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-contalned breathing apparatus. Equipment should be thoroughly decontaminated after use. MSOS s: M00018515 Paso 4 et a 6. ACCIDENTAL RELEASE MEASURES Cleanup and disposal of liquid PCBs and other PCB item! regulations are found at 40 CFR Part 761. Consul these prior to any cleanup or disposal of PCBs, PCB Items, or PCB contaminated If PCBs leak or are spilled, the following steps should be taken immediately: All nonessential personnel should leave the Teak or spill area. The area should be adequately ventilated to prevent the accumulation of vapors, The spilt/leak should be contained. Loss to sewer systems, navigable waterways, and streams shcuyd be prevented. Spiltsleaks should be removed promptly by means of absorptive malarial, 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 furnished with eppropdate 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 end 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 takento prevent entry into the environment through spills, legit , use vapo atlon, or disposal of liquid or containers, Avoid prolonged breathing of vapors ormists.: Avod contact with skin. If skin contact occurs, remove by washing with soap and water. Following eye co case of spillage onto clothing, the clothing should be removed as soonas practical, skin wash laundered. Comply with all federal, state, and local regulations. Federal regulations under the Toxic Substances Control Act requlre PCBs, PCB items, storage areas, transformer vaults, and transport vehicles to be marked (check regulations, 40 CFR 761. for details). Notga rvn antenAmnemP lust.ittionisOCIAtelfer tomen. We newest U.3. tP 10 ore of swarm a tag U S. Coot GAM ,ma limp 403-4744401 ♦ Oct f000a ra we OON— Pal I , A. U. IIIM tarMENTA1 1 paaTEcraNt SOUCY V Storage: The of PCB ftems w equipment (those containing 50 pt??rn or greater PCBs) and PCB was is strictly regulated by 40 CFR Part 761, The storage time Is 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 k M00011516 the storage area must meet Pape sole E CONTROLS/PERSONAL PROTECTION Eye Protection: Wear chemical splash goggles and have eye baths availab eye contact. Is significant potential for 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 B 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. ATTENTION! Repeated or prolonged skin contact may cause chloracne in some people, Respiratory Protection Avoid breathing vapor, mist, or dust. Use NIOSH/MSHA approved equipment when airborne exposure limb are exceeded. Full facepiiece equipment is recommended when airborne exposure limits are exceeded and, tt used, replaces the need for face shield and/or chemical splash goggles. Consult respirator manufacturer to detemdne the type of equipment for a given application. The respirator use !imitations specified by NIOSH/MSHA 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. ATTENTION? Repeated or prolonged inhalation may cause cidoracne in some people. Ventilation: Provide natural or mechanical ventilation to control exposure levels below airborne exposure Ilmits (see below): if practical, use local mechanical exhaust ventilation at sources of vapor or mist, such as open process equipment Airborne Exposure Limits: Product: Chlorodlphenyl (42% chlorine) OSHA PEL: 1 mg/m' 8-hour time -weighted average Skin' ACGIN TLV: 1 mg/ma 8-hour time -weighted average -Skin" Product Chlorodiphenyl (54% chlorine) OSHA PEI. 0.5 mg/m' 8-hour time.weighted average - Skin* ACGIH TLV: 0.5 mg/m' 8-hour bole -weighted average - Skin' 'For Skin notation see Threshold Limit Values for Chemical Substances and Physical Agents and Sk iloofoal Exoosure Indices American Conference of Government Industrial Hygienists, 1995-1998. 1130.5 N: M0001s515 9. PHYSICAL AND CHEMICAL PROPERTIES PROPERTIES OF SELECTED AROCLORS1 PROPERTY 1018 1221 1232 1242 1248 1264 1260 Cotor(APRA) 40 100 100 100 100 100 150 Physical state mablie 3`t1 mobtie oil mobfia oN mobile og mobile oil viscous liquid sticky resin Stability inert inert inert Inert inert Inert inert Density (Ibigal 25'C) 11.40 9.85 10.55 11,50 12.04 12.82 13.50 Specific gravity x/15.5°C 1.36.1.37 x-25° 1.18-1.,19 x-25° 1,27.128 x-25° 1.30.1,39 x-25° 1.40.1,41 x-65° 1.49.1.50 x-65' 1.55*1.56 x•90°. Distillation range (°C) a23.356 275.320 290-325 325-366 340-375 365-390 385.420 Aridity mg KOHIg, maximum .010 .014 .014 .015 .010 010 .014 Fore point (°C) none to boiling point 176 238 none to boiling point none to boiling point none to bolting point none to boiling point Flash point. (°C) 170 141-150 152-154 176.180 193.196 tune none Vapor pressure (mm Hg @ 100'F) NA NA 0.005 0.001 0.00037 0,00006 NA Viscosity (Sayboll Univ. Sec. to 100°F). (centistokes) 71-81 13-16 38.41 3.fi•+3.8 44-51 5,5-7,7 82.92 16-19 185.240 42-52 180042600 390-540 — INA—Not Available NOTE These physical data am typical values based on matBriat values should not be construed as a guaranteed analysts of any ampte to sam{, Typical ABILITY AND REACTIVITY Stability: PCBs are very stable, fire-resistant compounds. Mate:late to Avoid: None Hazardous Decomposition Products; PCBs may decompose to form CO, COr, products under severe condttions such as exposure tit flame or hot surface. Hazardous Polymerization: Does not occur. des, and other TOXICOLOGICAL INFORMATIO Data from laboratory studies conducted by Monsanto and from the availab, Single exposure (acute) studies indicate: Oral - Slightly Toxic (Rat LD50 - 8.65 glkg for 42% chlorinated; 11.9 grkg fo MSDS a: Mdddt6515 d below. Page 7 of 5 The liquid products and their vapors are moderately inittting 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 liver Injury than the 42% chlorinated material. There are literature reports that PCBs can impair reproductive functions In monkeys. The Nhtbnal 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 1280 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 liver 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 lira 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 781. For example, ap 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 781) 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: Envr tally Hazardous Substance, liquid, n.o,s. (Contains PCB), 9, IR SOLID: Environmentally Hazardous Substance, solid, n.o,s. (Contains PCB), 9, UN 3077, 111 DOT Label: DOT Reportable Quantity: IMO Classification: IATAIICAO Classification: MS135 5: M00018515 Class: 8 One Pound Polychlorinated Biphenyls, IMO Class 9, UN 2315, II IMO Page 9034, EMS 6,1-02 Polychlorinated Biphenyls, 9, UN2315, 11 15, REGULATORY INFORMATION For regulatory purposes, under the Toxic Substances Coat limited to the biphenyl molecule that has been chlorinated to contain such a substance (40 CFR Part 761). e term "PCBs" refers to•. cherntcat substance agrees or any combination of substances which TWA Inventory: not listed. Hazard Categories Under Criteria of SARA Title tII Rutas (40 CFR Part 370): Immediate, Delayed, SARA Section 319 Tom Chernical(s); Listed-1903 (De Mlnimis concentration 0.1%.) Reportable Quantity (RO) under DOT (49 CFR) and CERCLA Regulations: 1 lb, (polychlorinated biphenyts} PCBs. Release of more than 1(one) pound of PCBs to the environment requires notification to the National Response Center (800-024-8802 or 202-426-2675). Various state and local regulations may require immediate reporting of PCB spills and may also define apt$ cleanup levels. Consult your attomey or appropriate regulatory officials for information relating to spill reposing and spill cleanup. 16. OTHER INFORMATION Reason for revision: Cane Therminole, Arcs/ore and Pyc Pyranolle is a registered t Inerteen® Is a registered trademark of Westinghouse Eleattlo Corp FOR ADDITIONAL NONEMERGENCY INFORMATION, CONTACT:: Gary W. Mappes Manager, Product $ Environmental Safety Robert G. Kaley, II Director, Environmental Affairs Monsanto Company 800 North Lindbergh Boulevard SL Louis, MO 83167 (314)e94-3344 APPENDIX B: LABORATORY TEST DATA AND CHAIN OF CUSTODY RECORDS APPENDIX C: LOG OF TEST BORINGS 2 O H NEWPORT SUBS Z 3 PC, g g t LIE • = =e'L=4 4-±x01) = , ators55,961 ;rfl555z ' "4" g '55 144 &*-4 6X" AX5 64) 5 6 Ki 5+5,5 ;1+ 4 ',5,F•t•Es 44, . , • 6 5555655 r 5 .5, , 5- ' Z g gggt ? g ? g g • cc f .?..; It; ++X ,VE g g NI; ehon 1st i'buW -t•••3!"Z- • A ' k . s A e 1 it , i t;r0 •.i--. .T, : t '',. ;\,. i....,,.. la : 0., • , ofsm.s,004A•A A 11+ gi L I g g E .9* , 9 • +X G 1 hk-A *AM tAf 34 IX • rf S 5 i --- gg g- itg , i* l'. ift ff 2.j f • - g 0 Table 1. Summary o 41� vz 6 m� r 4 �y {N NpN q m W m M 110 W WP 4" y.� pV b q N � N $ p� pN O pN Q �R R p T g p W Cpf O N pN O M YpI O PCBs (m9ikg) Not* 4' ry ^ a. a. as '' z N z. o { v- q r° tr a o ei y: ra r m T a g ^ ea m ^' o n d a rs ro ai c o h z z z z ND o c o a z z `: z a o z z. z. g m rt qv V@ 0 4Y' o + 6 ar 0 W w h Md o `h 2 aV tS a o [�n p'A n R N 1'! #N p� (6 v} tv M O ^ SS ^!. b # M Yy N O p p W U V 2 a e M ry Z a rW vai Z h Z w g. a» o N to zeu .8 0 GY3 i9 Z �y 2 0 Z 0p 2 0�,y 2 0 2 pp 2 0p 2 0p Z 0p Z 0 Z 0 Z Z a 2 Z 2 2 2 2 a Z Z . N V Po �'1 0 <' 3 a„, z rt a a 3` a 3 2 < a < a 3 4 3 4 2 ri. z << z z < z a 3 a 3 a a 4 3 -- 2 ¢ 2 K z STLC Lead (mg4L) <. z m CZ a a a< ag< a a a g a< <t has Q: 1 Uad (63 mglkg) 6 ar v q 2 Below Action Level I 2 A2 at tom} 2' 1 Z Below Action level obi rd W p� W u W (M1 := m enW n m ry a W v of cmW m oe ? ^ ih al u9 OI CO v W m W COv n W W �? » as`. W CO a; W CO a of O+ n q V� + ai W ' o a W {� G n [i to mD Z Z Z Z Z Z Z U 0. 00 0 Table 2. Summary o 0 z V w. m n y o a N S M S N o a P na eh+ o 0 h 0 0 OY 0 0 0 0 V 0 T 0$ M CI GK @ 61 m II! f w 6� d d z d d d z p Hd o z a 2 :1 Z 2 z o 2 d R 2 2.2 z 2 2. 2 2 2; a 2 p dp a 2 2 2 2 2 p Hydrocarbon Chain Otstribot/on (mg/kg) s 2 2 X Z ZCS 0*:21 0 a z z 2 z z. z 00 2 2 2 2 2 2 2= 2 z 2 2 2 2 2. 2 z z. 2 z. n r z 2 au 2 2 2 2 2 z z z.2.2 z z 2 2 z z z 2 2 z 2 0..2 z.•`. 2 2 o p z. Tk z tS z ti.5 z p z ti x d z 0 z d x. 4 x Ct a 2 S3 z d z d z O z 0 xx x1 Li x C1 x f] x d x d z: 4 z. d z d x "J z n m a G a g r- " 4 z z 3 z N/A z. x °f m M COt3 m Beiw Action Loyd Below Action Lev$ m i Blow Action Leval ,,.I m m � g BelowActa LevH t et m taui ll 0 0x a m a w 0 d a .,y 3 'rt`^ v+ + ` 0 m 0 a a N v �O $ �n ( ++pp' N a s a m ,�- OEs # d+a ] 4 5v f] iti Ci hI O O Its N En c> Li oti h &Y KJ ifN O 3 Fi > to t 4 S r N . CC 9 i ppto C ^ Z yN ci a a r u> a pi c m a d %;0 0 o n $ c$ g+g� 2` p 2 g p q z�L a a z z z a a z cs d o o o V. ❑ z «N. W' g a q a .-. r q z ` q 2 o eta a CI a 2 d 4 a 6 N uS n 2 2 2 2 2 2 2 2 2 2 2 2 2 dz 2 2 az 2' Hydrocarbon Chain Distdbutton (rnglk9) z a « n U U m n 2 p ppa i g 20 2 n 2 ary" 2 2 a 2 .". m. 2 N Y Y C ^ 2 *y N am 2 p� N W C (� Z g 'X2"�a a W CV N < 0V Z 2 2 2 2 Z 0 Z 2 Z q+ 2 pa 2 2 (Zy 2 2 +m' 2 2 2W' 2 QQ� a ap a aso 4- q 2 Z d q II rS n b °d ' z a 3, 6: z m? 3 'z 6 rz 4 a +t z K 3 +# a' +i C $ z V/N G¢ z 6 6 ` 4 6 U w W d U M M U p 6 Z v h 6 ¢ 2 +G ¢ m .» 4 x 2 �2 a V e• Y a~ v d T7LC (m9/kg)... C O a ? C O a{3 a y O irk "` y q SC < Below Action Lev* Below Action Level ¢ lead (50mp/kg) I w W6 [ C ¢ Lead (54 mg/kg) . I G O a Lead (55 mg(kg) C $ C€ 7^ .®. Y, _ Q R tl C Q ? y m N m M fR m W N m p O a, m N Yf m W. a W Wa{. W H m roW +T i'9 m N ON. O YN! W mi A W M W m m Yf w 4 a. N W m A m O N `' t 4 d t4 04 N d Rt 04 'vs {i is (V si Y1 u+ S4 ss> Y] in N m �n C cn tY N w i^J isa tV hr 6 in N OQ a SY m r tl 0 VI N b h W m a 1 n t7r-ii ro o 4v . ry o u o rs o o o o c a a a n ^.. t, g n o ti N `: `. `i, in s Z a+ tt Gyy. 2 z 2 z o o z 2 g d Z Z N Z z e% 6 D 2 Z °} Z l` O Z z z w'. n p 2 z �p p z ��"` 2 �p z v p2 Z S a Y. Z ui 2 Z 8 4N 2 zy 2 2 °z z z z i. i x °a z z 2 2 a ZZ 2 °a Hydrocarbon Chain Diatrinu0en (m0067) o V z 2 2 t„v �= « 3v z zz ep+r 2 n z 2 Ep. z �} Z z z z "n` qX (2yy: tz CMw 2 0 2 z: 2 2 Z. 0 0 2 2. 0 2 2 2 2 2 0 W 2 2 2 2 2 2 2 2 2 2 Zpp 2] 0 0 2 2 Vy 2.2 2 z 2 z. z 2 z z Z 2 2 z z. 2 z z Z 2 C. 9 2 z 2 2 2 2 2 2 2 2 2 2 2 2 7 0 0 2 2 2 2 2 2 CI 2 CI 2 2 2 2 v TGLP Lead (mglL1 a¢ a a a¢ "z a a g g a a a< a. 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W N to N ib 0 in aO in !V in a rn N M in d kl !V 0 a 2 4 N O 0 a a t} N CV d j.. z 0. 6^ 0 2 p p 2 Z o °z 2 2 2 a2 2 z z z Q £� 2 z 2. 2 2 2 Hydrocarbon Chain DIst mI than lmwkg1 v U V a a a 0 0 CI a t] U a 2 2 2 2 n CI 2 2 0 2 2 VU N 2 2 pp 2 2 2 2 2 0 Z �$ o` 0 k ry M1i 3 3 a 2 2 2 2 3 1 3 ay a t Po u P Vt 3 3 Q Z < z q 2 4 2 < 2 1 Y J .... d v Si p 4 J J BdowAc€on Lev! I CJ JC U .j g Z i ... N? S 0,01 h N M n R 0 y4yryry q V6 N W N 4 N N _ el E 2 G W O m E E `o %w .5 ml ui < vt V' in V A V ,a < w 4 m 4 -. C m 4 o Y> ^k RF 1 rs +a 0 0 r+ 0 0 0 n 0 0 d zzzzzzzzzzzzz e ,,Dpp 'C QCs s U Cp C =0zzzzzZZZZZZZ z z z z z z z zz �_ND z n 0 z 0 z 0 z a z 0 0 z 0 z r z z 0 z V :,1 O tl LS 0 o 0 O r zzzzzzzzzzz ® 5 a p _S 9 a m 7 s 1 J$$ n CC ¢ Ja 3 mac}{ rc u a fo z N q q z t 3 q . q 4 W T tJ 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 August 5, 2013 Project No. 603404-008 Southern Califomia Edison Environmental, Health and Safety 1218 S. Fifth Ave, Second Floor 230Q Monrovia, Califomia 91016 Attention: Mr. Mark Passarini Subject: Remedial Action and Restoration Plan Addendum, SCE Newport Substation Site, 1516 West Balboa Boulevard, Newport Beach, California INTRODUCTION Leighton Consulting, Inc„ (Leighton Consulting) is pleased to present this Remedial Action and Restoration Plan (RARP) Addendum for the Southem 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 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 -2- hloC 603404-00 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 Califomia 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 80mg/L if left in place. The cleanup levels for petroleum hydrocarbons are the soil screening levels established by the Califomia 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 concems over potential groundwater flooding of excavations that would necessarily be left open while -3- 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 concem 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. 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 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 comer of the Site will be benched to 2,5 feet prior to conducting the deeper 8-foot x 6-foot soli 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/z:1 (H:V) and backfilled In succession to coincide with low -tide groundwater levels, Each slot -cut will be immediately balled 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 Y2:1 (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. -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 haft -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 %-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. -T- 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- Oki tiK 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. -9- 603404-008 We appreciate the opportunity to serve Southem 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 Attachments: Distribution: Respectfully submitted, LEIGHTON CONSULTING, INC. Richard Williams, PG 6405 Associate Geologist Djan Chandra, PE, GE 2376 Senior Principal Engineer References Figure 1 — Remedial Excavation Cells Figure 2 — Schematic Cross -Section, Excavatlon 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 (4 + 4 CDs) Addressee - 10 - 603401-008 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. Southem 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. ao 4.5-5.5 FT BGS aav4Y WOg 0 RC MovAI TO 6.0.6.5 FT SGS 0 0 O J N N CC O V a SO HE' CAL C RNIA DU Engineering And Technical Seri=i GEGTEC A'IC;AL 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. 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 Geoprobe' 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 IISEPA SW-846 Method 3540C (Soxhiet 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 perforated 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- -o0o- 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 MING 1, P.E. Pro j 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 ZAID AHMAD, P.E, Project Manager/Geotech Group Lead Geotechnical Group Engineering & Technical Services Southern California Edison Company Cc: Geotech Files slciv8/geolecNmri2013Mewpcn Sub_Acdendum Fleltl Flndsng Report DRAFT -Rev 8-5-13.doc -5- NEWPORT SUBSTATION as 2.5 zo V 3 z" i 44:0,44 44 rt.?: - 2 ggg a et— 77: gr I :t"gk iXi Ogg 4.* -grg 7irt I Xi ilgJj $ ft * " 2 4. rJ 41 0+ ie.' 4.44444 .. ., .. A. ...,. , 4 4 41 ‘t i a t ta;-% A +- 4 , 4 42+ ;44 44 4. 4, J ra,e et' ;44 "444 4, Table. 1 Summary of Laboratory Analytical Testing For Proposed PCB and Lead Delineation Sampling. I Sample ID Depth (feet) TTLC-Lead (mg/Kg) TCLP Lead (mg/L) PCB (mg/Kg) B-5 / B-10-DL 3.5 - - 0.612 4.5 (top) 0.150 4.5 (bottom) -- - 0 074 B-7-DL 3.5 44 - 0.540 4.5 12 - 0.Q32 B-9•DL 3.5 2„8 - 0.249 4.5 HOLD - ND VB-8-DL 5.5 -- - ND 6.0 -- - NO 7.0 -- - HOLD VB-9-DL 3.5 - 0.043 4.5 (top) -. - 0.144 4,5 (Bottom) - - ND VB-10-DL 5.5 ND - ND 6.0 ND - ND _,0 HOLD - FOLD VB-11-DL 5.5 ND - - 6.0 NO - - 7.0 HOLD - - VB.12-D! 3.5 140 3.7 0.800 4.5 ND - ND VB-15-DL 5.5 f.1 - ND 6.0 ND - ND 7.0 HOLD - HOLD _ _ VB-16 DL _ 3.5 - - 2.460 4.5 -- - ND VB-17-DL 5.5 -- - ND 6.0 ND 7.0 - - HOLD VB-18-DL 3.5 - - 0A23 4.5 - - ND VB-19•DL 6.0 ND - - 7A HOLD - - VB-19A-DL 3.5 ND - - 5.0 ND - - 6.0 HOLD - VB-19B-DL 3.5 ND - - 5.0 2.1 - - 6.0 HOLD - VB-20-DL 6 (top) - 0.100 6 (bottom) - - ND 7.0 HOLD - ND VB-49-DL 3.5 8.8 - 4.5 HOLD - - Note: 1) PCB's total concentrations >0.089 mglkg (CHHSLs Screening Level for Residential Land Use) are BOLDED. 2) Topsample 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 ,„(v, ,,,E,.. , Di S ©N r car ,rceu}u.u!lurrvr BORING LOG Drill Rig: obe Date Drilled: 7t18113 Logged By: Ni. Chi Boring Dia, 2.Inches Boring Number:B-5/B-10-DL Sample PID Reading Depth tathobgy Description Type (ppm) Feet FILL: (GP) Light gray p• • y •ed RAVEL, 1/2 to 3/4.4nGli diameter, subrtwnded, dry - NATIVEC7)', (SP) Tan goody graded SAND madiumlramed, P,u. '. dry to damp 0.0 grades to fine-grained, with sboli beginent5, damp 0.0 Ot tOM OF BORING AT 55iDEFT ""..._e......__ „.._..�,._. NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONttE CHIPS Note: PID background rearing 0.0 ppm Completion Notes: Site: Newport Substation Newport Beach, CA Project No, B-5/8-10-DL : \ t AlikORAtt EDISON fRCir =erne alai Rrc'ar sea Sen k Gfee. rECNrticrt. GRer'P BORING LOG Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: M. Chi Boring Dia: 2 Inches Boring Number: B-7-13L Sample Type PID Reading (ppm) elf Lithology Description Tube Tube 0.0 0.0 — 1 — — 2 — — 3 — — 4 FILL: (SP/GP) Light gray poorly graded gravelly SAND, fine -to -medium -grained, dry NATIVE (7): (SP) Gray poorly graded SAND. fine-grained, dry color change to brown, micaceous — $ `"- 6 — — 7 — — 8 — — g — BOTTOM OF BORING AT 5 FEET NO GROUNDWATER OBSERVED 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. B-7-DL „ a nremn+a E©SO •hq , ,,,,. f}tRNtr, ,aC,lrtti oft,/ Sen „a crarere a ucRm BORING LOG Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: M. Chi Boring Dia: 2 Inches .. Boring Number: B-9-DL Sample Type PID Reeding (prim) Depth Feet Lithology Description Tube Tube 0,0 0..0 — 1 FILL: (SP) Light gray poorly graded SAND, fine -to -medium -grained, with gravel, dry — 2 — 3 — — q — _.. 5 NATIVE(?): (SP) Brown poorly graded SAND, medium -grained, with traces of SILT, damp grades to wet — 6 — — 7 — — 6 — — 9 — BOTTOM OF BORING AT 5.1 FEET GROUNDWATER POSSIBLE AT 4.5-5 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. B-9-DL w„tta,, ,,,,,,,M1,, E©ISON na „z V WI, ,. r Frr�'lnree ern f mr no,M 0,01 G m ii4.e GEO7lefrLr(c: IL GULP BORING LOG Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By. M. Chi Boring Dia: 2 Inches Boring Number. VB-8-DL n cci m Sample Type P10 Reading (ppm) Depth Feet Lithology Description Tube Tube Tube 0.0 0.0 0.0 FILL: (GP/SP) Light gray gravelly SAND, fine -to -medium grained, 3/4-Inch to 1-Inch subrounded gravel — 1 — 2 — — 3 — — 4 8 — 8 — — T — — 8 — — 9 — NATIVE(?): wet to moist, wet grades to (SP) Brown poorly graded SAND, with shell fragments, medlum-grained, less of shell fragments OF BORING AT 7.5FEET POSSIBLE AT 6 FEET ENCOUNTERED WITH HYDRATED BENTONITE background reading 0.0 ppm fine-grained BOT OM GROUNDWATER NO BEDROCK BACKFILLED Note: PIO '� CHIPS Completion Notes: Site: Newport Substation Newport Beach, CA Protect No. VB-8-DL SQLIi I Irr I M+IliMb, E ©I S ©r Ea�vt etj 14if fecluoc,e1 Yerricer caarecusre,ncx06•P BORING LOG Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: M. Chi Boring Dias. 2 Inches Boring Number: VB-9-DL ESample sin Type PID Reading (ppm) Depth Feet Lithology Description Tube Tube 0.0 0.0 1 _ — 2 — 3 — 4 — 5. FILL: (SP/GP) Light gray poorly graded SAND, medium -to coarse -grained, with 3/4-Inch to 1-inch gravel, dry NATIVE (t): (SP) Brown poorly graded SAN l ne-grained, trace of gravel, dry grades to medium-gralned, damp, widr shell fragments in medium -to coarse -grained sand size B — 7 — — 8 — — 9 — BOTTOM OF BEING At 5 FEET NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: PIO background reading 0.0 ppm Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-9-DL w,,n,,, ED SON 1^“Vg It.A - n•,, #x7ttn nns j)ld !trio 'tart Se +*4 tri fAl I€;.41 Oan BORING LOG Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: M. Chi Boring Dia: 2 Inches Boring Number: VB•10-DL m E f Sample Type PID Reading (PM)Feet Depth Lithology Description Tube Tube Tube 0.0 0.0 0.0 FILL. (SP) Light gray gravelly SAND, medium -to coarse -grained, dry — 1 — 2 — 3 — — 4 — — 5 — 6 — — 7 — — 8 — — g NATIVE(?): moist grades to BEDROCK PIP (SP) Brown poorly graded SAND, fine-grained, wet B6ff GROUNDWATER NO BACKFILLLED Note: OF -BORING AT 7.5 FEET POSSIBLE AT 6 FEET ENCOUNTERED WITH HYDRATED BENTONITE CHIPS background reading 0.0 ppm Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-10-DL ,,,,mpppf,y,py.¢,+,��,,,,qye-^o��Iwggg,��� r it,R;ry +ri b,P ice/ css ,B.yrreek cr;nrrrr, ;caccRrem BORING LOG Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By. M. Chi Boring Dia, 2Inches Boring Number: VB-11-DL o 03 Sample Type P10 Reading (ppm) Depth Feet Lithology Description Tube Tube Tube 0.0 0.0 0.0 FILL coarse NATIVE(?): medium-grained, with grades wet (SP) Light gray gravelly SAND, medium -grained (SP) Brown poorly graded SAND, moist to wet shell fragments, medium -to coarse -grained, to fine-grained ' 66RI U ytt 7.6 FEET POSSIBLE AT 6 FEET BEDROCK ENCOUNTERED WITH HYDRATED BENTONITE P10 background reading: 0.0 ppm -to — — ��'...— micaceous 1 — 2 — _ 3 — 4 ..� 5 — 6 — — 7 — — 8 — OTTOWO GROUNDWATER NO BACKFILLED Note: CHIPS Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-11-DL Mt trt t „r,,.,,nt,.,. EDISON Frrvmce rng'too, tr, rn,,,6, ken len CY.UrEc„sIG-ft crkaer BORING LOG Drill Rig: Geoprobe Date Drilled' 7f18113 Logged By: M, Chi Boring Dia:. 2 Inches Boring Number: VB-12-DL rra STYPeple PID Reading (ppm) Depth Reet Lithology Description Tube Tube 0.0 OA — 1 — FILL: (SP) Light gray poorly graded SAND, medium-tocoarse grained, dry — 2 — g — — 4 — 5 — — 5 — -_ 7 — — 8 — — g — NATIVE{?} medium grades to " BOTTOM GROUNDWATER GROUNDWATER NO BEDROCK BACKFILLED Note: PID (SP) Brown poorly graded SAND, -grained, damp. micaceous moist to wet OF BORING AT 525 FEETNO OBSERVED CHIPS ENCOUNTERED WITH HYDRATED BENTONITE background reading OO ppm Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-12-DL ,,rh,,µ, i AtliSpp„4, EDISON ,, „u ,..A. rr, .. h r,dr dc., Ice/Ming S[Aten aeareca�rc:u: eaotr BORING LOG Drill Rig: Geoprobe Date Drilled: 7/18f13 Logged By: M. Chl Boring Dia: 2 Inches Boring Number. VB-15-DL ea Sample Type PID Reading (ppm) Depth Feet Lithology Description Tube Tube Tube 0.0 0.0 0,0 — 2 _ — 3 — — 4 — — 5 — 8 — — 7 — — 8 — — 9 — FILL (GP) Light grey poorly graded GRAVEL, 3/8-Inch to 3/4-inch, dry NATIVE(?): (SP) Brown poorly graded SANDfine-grained, with traces of sill damp grades to wet grades to medium -grained color change to grayish brown BOTTOM OF BORING AT 7,5. EET GROUNDWATER POSSIBLE AT 5,5 FEET NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note; PID background readng 0.0 ppm Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-15•0L EDISON fi ieyre. r�s -0xt7 Aa” srrvzr r �rnr cr+ r :+r.cxocr BORING LOG Drill Rig: Geoprobe Date Drilled: 7C1BN3 Logged By: M. Chi Boring Dia: 2 Inches Boring Number VB-18-DL m Semple PID Reading Depth Lithology Description Type (ppm) Feet •". , •_. PILE' (GP) Light gray poorly graded GRAVEL. 3F4-inch to �:�� 1-inch diameter, dry , S .ea. ems — 1NATlVc ed SAND,. fine-grained, dry 2 — — g — Tube 0.0 — a color &lenge to brown. damp Tube 0.0 g — aCS� ,,. .._. .,,�....._,..._.n. �����" TfDkr OF"6(5F41Nf At"5t EFFT NO GROUNDWATER OBSERVED NO BEDROCK. ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS — 6 — Note': PID backwound reading 0,0 ppm 7 — 8 — _ g — Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-16-DL (NV tik IVo.„ EDISON Mj3drvav oy lM1+ YR ,nX/,.,n'$ * (FWflflnre a GAOLP BORING LOG Drip Rig: Geoprobe Date Drilled; 7718# Logged By: M. Chi Boring Dia: 2 Inches Boring Number: VB-17-DL Sample Type PID Reading (ppm) Depth Feat Lithology Description fiube Tube Tube 0.0 0.0 0.0 2 — 2 — — 4 ._ — 5 — — 7 — 8 — .. •a: •,� • r • a = FILL, 314-Inch, -_-NATIVE(T) wftt grades water —"B'OTTOM GROUNDWATER NO BACKFILLED Note. (GP) silt, dripping Light gray poorly gnided GRAVEL. 3/8-Inch to One -grained,, wet CHIPS dry (SP) Gray poorly graded SAND, reddish brown stringers, damp to light olive brawn, n c5um-graned, out from the sampler OF BORINGAi`iir ti POSSIBLE AT 5 FEET BEDROCK ENCOUNTERED WITH HYDRATED BENTOMTE PID background reading 0.0 ppm. Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-17-DL D{SON t sg xc .uc are +.r+ksrfuuc..4"K BORING LOG Drill Rig Geoprobe Date Drilled: 7118113 Logged By: M. Chi Boring Dia: 2 Inches Boring Number: VB-18-DL Sample PID Reading Lithology Description Type (Perri) • �, ,� i• FILL (GP) Light gray Moody graded sandy GRAVEL,3/8-Inch + •+ * to 314+nch diameter, dry — 1 NATIVtt?) iSP1 Grayish Gown poorly graded SAND, medium *greined, traces of rounded gravel 3(8-Mich, dry — 2 — — 3 — Tube 0.0 — 4 color change to brown, damp Tube 0.0 ..._,w '.... b TOM OF"BORING A-r 5 kET ""_.._„a.....-_..�. NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFILLED WTTH HYDRATED BENTONITE CHIPS Note PID background reading 0.0 ppm — 7 _... — 8 — 9 — Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-18-DL }E.191RYIntl, /1"9d EDISON (e Sr'�k'fi?SY'v0'n•, 1.lF L.4RY`9P¢+brit kPC10liwL, v&,nl o ucorarrrnt+LGROUP BORING LOG Drift Rig: Geoprobe Date Drilled: 7/18/13 Logged By: M. Chi Boring Dia: 2 Inches Boring Number: VB-19-DL rto Sample Type MD Reading (Pm)Feet Depth Lithoiogy Description Tube Tube 0.0 0.0 — 1 — — 2 — — 3 — _ 4 — 5 — 8 — — 7 — — 8 FILL: (SP) Light gray poorly graded gravelly SAND, medium -to coarse -grained, 3/8-inch to 3/4-inch diameter, dry NATIVE(?) (SPjBrown poorly graded SAND, fine -to medium -grained. dry traces of mica grades to wet color change to yellowish brown, no mica — 9 — BOTTOM OF BORING AT 8 FEET 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-19-DL k‘titr sotmiur, 4 40(V1V11‘ ' EDISON I mohni +og Awl Jtth oicei {,e I le e, 0201EWNICAI GROVP BORING LOG Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: M. Chi Boring Dia: 2 Inches Boring Number: VB-19A-DL Sample Sample Type PID Reading (ppm) Depth Feet Lithology Description Tube Tube Tube 0.0 0.0 0.0 — — — 2 — — 3 — — — — — — 6 — — 7 —. —8 — — g — FILL (SP) medium -grained, subrounded, -- NATIVET?): medium -grained, grades to with some moist no Light brown poorly graded SAND, BAND:— — — — to damp orangish brown, with gravel, 3/64nch to 3/4-inch, dry (SP) Tan brown pooily gradeld with shell fragments, dry damp to moist, color change to silt silt BOTTOM OF BORING AT 6 6 FEET NO GROUNDWATER OBSERVED NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE CHIPS Note: ND background reading 0.0 ppm Cornpletion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-19A-DL SW-RUA tAlRaNit EDISON F «', t-,-4 e. F,.tFcir mg 4 rd Iez1nnrer& SMrris¢a r rlrt•(IIvIC4l.&RnUP BORING LOG Drill Rig: Geoprobe Date Drilled: 7/18/13 Logged By: M. Chi Boring Dia: 2 Inches Boring Number: VB-19B-0L aa. vi Sample Type PIO Reading (pprn) Depth Peet Lithotogy Description Tube Tube Tube 0.0 0.0 0.0 — 2 — — 3 — — 4 — _ 5 — — S _ 7 _ — 8 — 9 FILL: (SP) Light gray poorly graded SAND, coarse -grained, 3/8-inch to 1/2-Inch,. dry grades to fine-grained. moist to wet, shell color mottled wlth dark gray, wet BOTTOM QE BORING AT 6,6 FEET POSSIBLE GROUNDWATER AT 5.5 FEET NO BEDROCK ENCOUNTERED BACKFILLED WITH HYDRATED BENTONITE Note: PID background reading 0.0 ppm medium -to fragments CHIPS Completion Notes: Site: Newport Substation Newport Beach, CA Project No, VB-19B-DL t QS , ES©N ,o .= r.,i,xeurrvrrr. rerncr BORING LOG Drill Rig:. Geoprobe Date Drilled: 7/18/13 Logged By: M. Chi Boring Dia: 2 Inches Boring Number, VB-20-DL Sample Type PID Reading (Mom) Depth Feet Lithology Description Tube Tube Tube 0.0 0.0 0.0 1 _ 2 — 3 — _ 5 _ — 6 — — 7 — — 0 — g — €ILL (SP) rse-grained, -'..�NATIVE(7): with some grades to water dripping 4. , E1Q7TOM POSSIBLE NO BEDROCK BACKFILLED Note: PID Light gray gravelly SAND. medium -to 343-Intl to 1/2-Inch,. dry �'� (SP) Brawn poii[iy graded SAND, gravel wet out from sampler OF sockiiO Rica 0 FE1:T-T... GROUNDWATER AT 6 FEET ENCOUNTERED WITH HYDRATED BENTONI background reading 0.0 ppm fineyr lned, ...-..,- I t CHIPS Completion Notes: Site: Newport Substation Newport Beach, CA Project No. VB-20-OL APPENDIX B LABORATORY TEST DATA AND CHAIN OF CUSTODY RECORDS Al ANC, N(')1( 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 t 1302118 Client Reference : NEWPORT SUB-DL, 325210 FLAP No.: 1838 NELAP'Noa 02107CA CSDLAC No.a 10196 ORELAP Nu,: CA300003 TCEQ No.: T104704502 Enclosed are the results for sample(s) received on July 18, 2013 by Advanced Technology Laboratories. The samples) arc 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 thc 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 date 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 WalnatAvenne, Signal Hill. CA 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 novw.adglnhalcom Page 1 of 40 I Certificate of Analysis Southern California Edison ' 300 N, Lone Hill Avenue San Dimas , CA 91773 Pmjeet Number : N WP(}RT SUB-DL. 325210 Report To :.Min i Reported : 07r22 2013 SUMMARY OF SAMPLES Sample ID Laboratory 1D Matrix Date Sampled Date Received B-5 / 8-10-DL t . 3.5' B-7-DL:@3.5' B-7-DL n.45' B-9-DL @ 3.5' VB-8-DL`@ 5.5' VB-8-DL 6:0' VB-9-DL (q 3.5' VB-9-DL @ 4.5' VB-10-DL (a' 55' VB-10-DL (d/ 6.0' VB-11-Di„ VB-11-DL@ 6.0' VB-12-DL @ 3.5' VB-12-DL C 4:5' VB-15-DL @ 5.5' VB-15-DL @:6.0' VB-16-DL @ 3.5' VB-16-DL lq. 4.5' VB-17-DL (d 5,5' VB-17-DL @ 6,0' VB-18-DL @. 3.5' VB-18-DL. iwk 4.5' VB-19-DL ra` 6,0' VB-19A-DLL 3.5' VB-19A-DL @ 5,0' VB-19B-DL @.3.5' VB-19B-DL @ 5,0' VB-20-DLL 6.0' VB-49-DL @ 3.5' 1302118-01 Soil 1302118-03 Soil 1302118-04 Soil 1302118-05 Soil 1302118-07 Soil 1302118-08 Soil 1302118-10 Soil 1302118-11 Soil 1302118-12 Soil 1302118.13 Soil 1302118-15 Soil 1302118-16 Soil 1302118-18 Soil 1302118-19 Soil 1302118-20 Soil 1302118-21 Soil 1302118-23 Soil 7/18/13 12:32 7/18/13 10:15 7/18/13 10:16 7/18/13 12:11 7118/13 9:59 7/18/13 10:00 7)18/13 9:45 7/18/13 9:47 7/18/13 9:30 7/18/13 9,32 7/18113 9:09 7/18/13 9:12 7/18/13 8.43 7/18/13 8:56 7/18/13 10:28 7/18/13 10:29 7/181/13 10:44 1302118-24 Soil 7/18/13 10.52 1302118-25 Soil 7/18/13 10:59 1302118-26 Soil 7/18/13 1107 1302118.-28 Soil 7/18/13 11.21 1302118-29 Soil 7/18/13 11.35 1302118-30 Soil 7/18/13 13:13 1302118-32 Soil 7/18/13 13.25 1302118-33 Soil 7/18/13 13:29 1302118-35 Soil 7118/13 13.46 1302118-36 Soil 7/18/13 13:54 1302118-38 Soil 7/18/13 12:53 1302118-40 Soil 7/18.113 1142 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 • Fax: 562-989-404 • 7/18113 15:55 7118113 15;55 7118/13 15:55 7118/13 15:55 7118/13 15.55 7/18/13 15:55 7/18/13 1555 7/18/13 15:55 7/18/13 15:55 7/18/13 15:55 7/18/13 15:55 7/18/13 15:55 7118/13 15:55 7/18/13 15:55 7'18/13 15:55 7118113 15:55 7118113 15.55 7/18/13 15:55 7118/13 15:55 7/18/13 15:55 7/18/13 15:55 7/18/13 15:55 7/18/13 15:55 7/18/13 15:55 7/18/13 15:55 7118/13 15..55 7118/13 15.55 7118/13 15:55 7/18/13 15:55 afig! ahaIsom Page 2 of 40 Certificate of Analysis Southern California 15diwul 300N, Lone Hilt Avenue Snn Demas „ CA 91773 Prop:et Number. NEWPORT SIUH-PL, 325210 Report. To Ming Chi Reponed: O i 2.'2f)13 Client Sample 1D B-51 B-10-DL c Lab ID: 1302118-01 Polychlorinated Blphenyle by IPA 8082 Analyst: BB Atlalyte Result PQL (u&'kg,) 00c0 Dilution Date»?ilne rcpared Artaiyzed Noted A,roclor 1016 Art+rlor 1221 Anvlor 1232 Areelor 1242 Aroelor 1249 Arncer i254 Arnelor 1.240. Armlet 1.262 Ax ,vior i2.68 ND NO ND ND NA 1 16 NA 16 NA 16 16 NA 1 fN NA 4 16 dak 6 tirk 1 6 A 1 13300334 07 83110/36 07 07r)tt'201 t 01 07, tg 2013 tr 1&?2013 07'18,1321t59 013 0718'13.21:59 0711813 21:59 114 a2 39- 128 036433;M tTh1t,2013 133t 033. 07,1 31, In 13300316 07i&«.713 117'I94312..34 3275 Walnut Avenue., Signal Nit/, C: l 91175 eh 562-989-4045 • r 1: : 0748I) :3 2t: 2.989-4040 * wwv'P.attglobaL.canr Page 3 of 40 Certificate of Analysis Southern California Edison 300 N. Lone Hill Avenue San Dimas , CA 91773 Project Number: NEWPORT SUB•DL,325210 Report To : Ming Chi Reported 07/22/2013 Total Met by JCP-AES EPA 6010E Client Sample 10 13-7-D Lab ID: 13021 1 8-0 Anal AG Analyte Resulr PQL MDL Date79me (mg%kg) (mgkg) (mgkg) Dilution Batch Prepared Analyzed Notes Lead Polychlorinated Biphenyls by EPA 44 082 0.99 NA 1 13300343 07/192013 1310 Analyst: BB Analy Result PQL MI>L (uglkg) (ug&g) (ug+kg) Dilution Date.lune Analyzed Notes Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 ND ND ND ND NO 470 70 ND ND 16 16 16 16 16 64 16 16 16 NA NA NA NA NA NA NA NA NA 1 B3G0336 1 B3G0336 1 B3G0336 1 B3G0336 1 8300336 07/18/2013 4 8300336 07/1812013 1 B3G0336 07/182013 3300336 07/1812013 1 13300336 07./1812013 07i 182013 07/18/2013 07/182013 07/18/13 22:27 07E18113 22,27 07/18/13 22.27 07 18+13 22.27 0718r1322:27 07119/13 13:01 07/1811322.27 07/18/13 22i27 0798113 22;27 Surrogate. Decaetdorobiphee0,1 103 %. Surrogate: Dccachtoroblphenyl 93.5 % Surrogate Tetrachloro-m-sylene 94,7 % Surrogate: Tetrachloro-nr-x lene 93.0 % 39. 128 B300336 07/18,2013 07/19/1313:01 39 128 B3G0336 07/18/2013 07/18/1 3 22:27 113G0336 07/18/2013 07E19:13 13:01 38. 122 1331#0336 07/18:2013 07/18/13 22:27 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel 562-989-4045 • Fax: 562-989-4040 • wtvlv.atlglobateoar Page 4 of 40 Certificate of Analysis Southern C a[ifomia Edison 300 N. Lone Hill Avenue San Dimas , CA 91773 Project Number : NEWPORT SUB-DL 325210 Repon To : Ming Chi Reported : 07/22•/2013 Total Me by1CP- PA 6010E Client Sample ID B-7-DL gt.4.5' Lab ID: 1302118-04 Analyst: AG Analyse Lead Result PQL MI)L Date me (mg/kg) (mg/kg) (rag leg) Dilution Batch Prepared Analyzed Polychlo 12 ed Blphenyls by EPA 8082 1.0 NA 8300343 01)19'2013 07/19r13 13:15 Analyst: BB Analyse Result (ugleg) 01/0161 PQL MDL Date/Time (ugikg) Dilution Bauch Prepared Analyzed Notes Aroelor l016 Aroclor /221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aruelor 1260 Aroclor.1262 Aroclor 1268 ND 16 16 ND 16 32 16 ND 16 ND 16 ND 16 ND N.A NA NA NA NA NA NA NA NA 1 B300336 B3G0336 8300336 1 83G0336 i B3G0336 11300336 1 13360336 B3r0O336 1 B3G0336 07118.12013 07118'2013 07/182013 07/18�2013 07/18'2013 07/18,2013 07/18/2013 07l182013 0718/2013 07'18/1 07/18/13 22:54 07`18/13 22:54 07'18,13 22,54 07/18/13 22:54 07118t13 22:54 07/1813 22.54 07118'132254 07r38813 22:54 22:54 Surrogate: lstacblurabiphenyl 102 %. 39. 128 B3G0336 07r15.2013 07/18/13 22:54 Surrogate: remachloto-m-xylene 10858 B3G0336 07118/2013 07114'1322.54 3275 Wain: a' Avenue, Signal Htl/, C4 90755 • Tel: 562-989-4045 • Fax; 562-989-4040 • Ivrwv.atlrlobalcorn Page 5 of 40 I Certificate of Analysis Southern California Edison 300 N. Lone Hill Avenue San Dimas . CA 91773 Project Nutnbcr : NEWPORT SUB -DI„ 325210 Report To : Ming Chi Reported :. 0722.2013 Client Sample ID B-9-DL day 3.5' Lab ID:1302118-05 Total Metals by ICP-AES EPA 6010E Analyst: AG Analyze Result PQL MDL Oaterllmc (mg+kg) (mgikg) (mpkg) Dilution Batch Prepared Analyzed Notes Lead Polychlorinated Biphenylsby EP. 2.8 82 0.99 NA 1 B3G0343 07/1 Analyst: BB Analyze Result (ug kg) MDL Date/Time (ugkg) Dilution Batch Prepared Analyzed ;votes Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 ND ND ND ND ND 170 79 ND ND 16 16 16 16 16 32 16 16 16 NA NA NA NA NA NA NA NA 13360336 0718720i3 071813 23c21 B300336 07/18'2013 07)t81323.21 1 B300336 0711820 07% 18 13 23:21 1 93130336 07/182013 07/181323:21 13360336 07/1812013 07/18;132311 2 B3G0336 07182013 07/19.'1313:28 1 B3G0336 07118/2013 071181/3 23:21 1 13360336 07/18/2013 07/18 13 2321 fi B3G0336 07iI8/2013 07/18,1323:21 Surrogate. Deracltlarahipheuel 58.17s 39-128 B3G0336 07/1812013 07/191'1313.28 Surrogate: Decachlorabiphenyt 107°ti 39.128 B300336 07/182013 07/18/1323:21 Surrogate: Yetrachtoro-m-iy1ene 36.9 % 38 -122 B300336 07s182013 07/19/13 13:28 Surrogate: Terrachloro-m-xy(ene 112 74 38 - 122 6360336 07118/2013 07118;13 23.21 3275 Walnuf4venae, Signal Hill, !:A 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • wwn atlglohaccpm Page 6 of 40 alysis .one tiati Mcrae So n D1t€las CA f773 Project Number. NEW Report To : Ming Chi Repotted: 0722/.2013 Polychlorinated Slph A 8082 Result PQL Iun3tg) 1u)/kg) NI) 16 N1) 16 NA 16 Nt) 16 NA 16 tilt 16 Anulyte 4 Aroelor 1016 Aroetos 1221 &actor 1232 A4wdor 1242 43 Arcchtew 1262 Client Sample 11) V 021fi-07 An Dilution imt Prepared Analyzed Notes 1 NA NA NA I NA 1 4A 1 1 NA1 0-31w2013 133CR1's36 071Y&ti013 RJGI))30 0711812013 079I8/2013 072002013 07,:18113 23"•49 07:18A 3 23:49 07118,13 23t49 :49 28:49 07:18171013 07"I8)13 23:49 :4 39312$ 38 122 1334 sc3:96 07/18t2t113 113430334 071 ,2013 3175 Walnut Avenue, Signal flit!, 01 90,"55 •Ted: 5662.989-4040 • wn ntatlglobatean: Page 7 of 40 Certificate of Analysis Southern California Edison 300 N„ Lone Hill Avenue San Dimas, CA 91773 Project Number NEWPORT SUB 210 Report To Ming Chi Reported : 07/222013 Client Sample ID VB-B-DL @ 6.0' Lab ID: 1302118-08 Polychlorinated Biphenyls by EPA 8082 Analy 13 Result Analytc (ug1g) ( MDL Date -Time (ughg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1.248 Aroclor 1254 Aroclor 1260 Aroclor 1262 A,uclor 1268 ND ND ND ND ND ND ND 16 NA 1 16 NA 1 16 NA 1 16 NA 6 NA 1 16 NA 16 NA 1 16 NA 1 ND 16 NA 1 13300336 B3G0336 B3G0336 B3G0336 B3G0336 B3G0336 B3G0336 B300336 B3G0336 07/182013 07118/2013 07/1812013 07/182013 07/18.2013 071182013 07118'2013 07718/20/3 07/1102013 07/19113 00:16 07/19/1300:'16 07119//1300; 16 07/19/1300:16 07/19113 00.16 07/19113 00;:16 07:19113 00,16 07/19/13 00;16 07/19/13. 00:16 Surrogate: Dreuridorobiphenul 84,0'56 39 - 128 13360336 07t18r2013 07/197s 00.76 Sumgait, Tetrachloram-xylens 79.05e 3F- 122 B3611336 0711812013 07119/1300:16 3275 Web: a avenue, Stgnat Fllll, C> 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • www atlglo Page 8 of 40 C of Analysis Southern California Edison 300 N., Lone H ll Avenue San. Dimas, CA 91773 Project N ber; NEWPORT SUB -DE. 325210 Report To: Ming On Reported : 07/22/2013 Polychlorinated Rip by EPA 8082 Client Sample ID VB-9-DL A 3.5' Lab ID: 1302118-10 Analyst: BR Result PQL MDL. Dare/Time (u8/11g) (ug/kg) (tyykg) !Maim Batch Prepared Analyzed Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 ND ND ND ND ND 43 ND ND ND 16 16 16 16 16 16 16 16 16 NA NA NA NA NA NA NA NA NA 11360336 B3G0336 B3G0336 B3G0336 B3G0336 B3G0336 B3G0336 B3G0336 B3G0336 07F182013 071/8/2013 07/1812013 071I82013 07/18/2013 07/18)2013 07/18/2013 07/1812013 071182013 00:44 07/19113 00:44 07/19/13 00:44 0711911300::44 07/19/13 00;44 07/19'13 0044 07/19113 00:44 07/19A300.44 07119/13 00:44 Surrogate: Decach/orobiphenvl 110 %%. 39-/2,8 13300336 07/18/2013 0789//300:44 Surrogate .• 7orarh1oro-m-zy1enc 711 A3 38- 122 n3C01336 07/18e2013 07/19/1300:44 3275 Walnar dveune, Signal Hill Gi 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • tvww.atlglahatcam Page 9 of 40 Certificate of Analysis Hill Avcnuc San Dimas , CA 91773 Project Nlunber: NEWPORT SU•8•: To : Ming Chi 07 2212013 Client Sample IDB•!) Ill:. (a 4.5' Lab ID: 13021IS-II Polychlorinated Riphenyls by EPA 8082 Analyst: BB Aruclor101d Aroclor 1221 A.roeS 1232 ra*k 1 42 Arad Arnelor 1260 Aroclnr 1262 Aroclir 1268 ND ND ND ND 120 24 ND ND 36 16 16 36 16 16 16 16 NA NA tiA NA B3G0336 03G0336 13360336 B3G0336 b3G0336 071I8101. 07,1812013 0/ 19,113 07114 201:3 07191301;.1 07:19930111 07;19,,1301:1I B360336 07+tli,2013 07119i1301:11 H3(10336 07P18'2013. 0710113 01:11 11300136 07118.'2013 07719,,1 3 01 11 07 Ls 2013 Svniogara. Darvchlcwohrp y1 39- 1249 8300336 07118,2013 0744a30L11 Surrownc:.:IetYwht tro-m.36. 122 3: =75 11 inns[ Avenue, Signal 111 ! 9071 0360336 07/I12013 O2r1911.3 UL II Tel: 562-984-ct44S •#are 562-989-4010 • till^Iv.rsrl tnbalcom Page 10 of 40 Certificate of Analysis Southern Cslifamia disc 300 N. Lone Hill Avenue San Dimas „ CA 91773 Project Number ; M„WORT SUD-DL, 325210 Report To : Minp Chi Reported 07 2212013 Total M I) P-AES EPA 60108 Client Sample ID VB-I0-DL ® 5.5' Lab ID: 1302118-12 Analyst; AG Analyze Result PQb Ong/kg) (mg•kg) MDL Date/Tune Dilution Balch Prepared Analyzed Notes Lead Polyeblorinated fphenyls by EPA ND 2 1.0 NA B3C0343 07/19(2013 07/19113 13:20. Analyst: BB Analyze Result PQL NDL Date/lime OWLS) turn) tug.kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 Aroclor 1221. Aralor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Anxlor 1262 Aroclor 1268 ND ND `D ND ND ND ND ND ND 16 16 16 16 16 16 16 16 16 NA NA NA NA NA NA NA NA NA I 1 I 1 1 1 13300336 B3(10336 8100346 B300336 B3G0336 B3G0336 133G0336 B3(i0336 13300336 07118.2013 07/18/2013 0711842013 07/I82013 07/ 18121113 07118/2013 07//182013 07/18'201.3 07/18:2013 07/191/3 01.38 07'19;13 0138 07119/130138 07119+13 01;38 07/19113 01:38 07/19113 01:38 07/19/13 01:38 07119113 01:38 07/1913 01:38 Surrogate, Derachiorolnphcnpl 89.99G 39- 128 B300336 07/18120/3 07/191130138 Surrogate: Tetrac/lmo-m-xy/ene 90.5 % 3s- 122 D300336 07:181013 07/19/13 01.38 3275 Walnat Avenue, Signal 11111, CA 90755. 7e1: 562-989-4045 • Fax: 562-989-1040 • n.wwaitlglobaLcom Page 11 of 40 f Certificate of Analysis 300 N. Lone Hill Avenue San Dimas , t"al 91773 Project Number : NEWPQRT S1,s13 DL. „32,52 Report 7ik. Ming Chi Repnrtcd . 07;22`2013 Total Metals by ICP-A P 1302118-13 Analyst: AG Analyse PQL Ong/kg) MDL Date/Time Prepared Analyzed Notes ',chlorinated Amble .+uudor 101E AmcSor 1242 At&* 1248 Mocha 1254 AM+a:Ser 1260 Amain 1262 Amcler 1268 EPA 80 ND ND ND ND XL) 61D 1.0 NA H3(GO)43 O7119113 13:22 Analyst: BB Result PQt, (ug113g) (uWkz) 16 16 16 16 16 16 16 MDL ]A iA NA hA \A NA NA SA NA Mum Dutch iO3.16 +)TtiY.2C11:# 0719;1, 1 23300336 07i:18201„ 07/19t13 00..O6 1 03603)01 07'1812013 07i 19113 02:06 ( Oi(3()3S6 071182O13 07`19'1302.06 t B36033t07/18.2013 07/19/130246 1 133C1O.3?a 07;18,2013 0710/130206 1 t3§C10336 07/182.013 07/19130204 Surrpga[c; Dtrawdoral.iydtanb't 991 Suflog 1te? retr w her rr.•m3t^1rnc 103 % 1300336 07/1812013 0709430 06 11360336 07/18/2013 07191i 0206 3275 D'ahzut Avenue, Signal Hill, G4 90755 • Tel: 562-989-4045 • /"++z: 562-989-4040 • ww matlglobal.cortz ' Page 12 of 40 Certificate of Analysis Southern California Edison 300 N. Lone Hill Avenue San Dimas „ CA 91773 Project Number: NEWPORT SUB-DL, 325210 Report To _ Ming Chi Reported ; 07122/2013 Total Metals by P-AES EPA 6010B Client Sample ID VB-11-DL (a 5.5' Lab ID: 1302118-15 Analyst: AG Analyte Result PQL MDL. DatctFimc (mghg) (mg'kg) (melg) Dilution Batch Prepared Analyzed Notes Lead 1.0 NA 13300343 07./19/2013 0719,13 13t28 3275 Walnut Avenue. Signal Hill,GI 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • nmn.atigloba/ corn I Page 13 of 40 1 Certificate of Analysis Southern California Edison 300 N. Lone Hill Avenue San Dimas CA 91773 Project Number: NE1VPORT SUB-DL, 325210 Report To : Ming Chi Reported : 07222013 Total Met Analyze Lead by P-AES EPA 60108 Client Sample ID VB-11-DI. ® 6.0' Lab ID: 1302118-16 Analy AG Result PQI. MDL Daw? me (mgatg) (mecg) (mgitg) Dilution Batch Prepared. Analyzed 1.0 NA B360343 0719,2013 07I19:13 13t30 .3275 !Varna:Avenue, Signal Hill, CA 90755 • Tel: 562-9894045 • Fax: 562-989-4040 • nm'rv.ortgloha/.com Page 14 of 40 cate of Analysis To: Ming Chi Reported : 07.22=2013 Client Sample 1D VB-12-DL (a> 3.5' Lab ID: 1302118.18 'P-AES EPA 6010 Ana :AG Analyze Result Ong/kg) A1DL tmglgi Dilution Bat)) Date -Time Analyzed Note, trad Pol_ye urinated Rip 140 1A NA An :113 Aroebr 1260 Arutlar 1262 Arolnr 1268 ND ND ND ND ND 670 130 ND ND 16 ts• Ib 16 NA N.A 1 NA I NA 1 NA NA 5 A 1 Nt 1 11300336 B3GO3336 63G0336 01:182011 1326303A6 [Y2`1&2FDi1 11360136 1)' 4u 2tf4Y.. 153031336 07 15 3013 0300 6 233 01:19130328 07 41303: 8 07.21501303:28 073I9'1313::36 01 011303.28 07; 59'13 03.28 177:Y9,°i303. Sarrovte 1M.34t/nsrbfpFY+srt14 Su mute iMn :blo,ub4ac'nvl 5ungate. 7•atr#ctkn,-nr- hne Summate: TeputMor--m4yIe e 112 `1a 3275 1i'alnm Anwar, Sepia 0' 39-128 D300334 07/10013 39-128 13300336 07/182013 38. 122 63Ci0336 07/1812013 38. 122 13)00336 07/182017 /lflw/3 43:28 97/1943 13.:56 07/19/13 r)3.28 07/1931313.36 562-959-4U 1 S " l' at: 562-989-40AbaLcorn Page 15 of 40 I Certificate of Analysis Southern California Edison 300 N. Lone Hill Avenue San Dimas , CA 91773 Project Number : NEWPORT Report To : Ming Chi Reported : 07/22/2013 -DE, 325210 Client Sample 1D 1r8-12-DL (al 4.5' Lab ID: 9 Total Metals by.ICP-AES EPA 6010B Analyst: AG Analyte Result PQL MDL Datc•Tlme tnflg) (mglkg) (mgkg) Dilution Batch Prepared Analyzed Notes Lead ND Polychlorinated Biphenyls by EPA 8082 NA B300343 07/19 2013 07/191L3 13:34 Analyst: BB Analyze Result PQL MDL (ug/kg) (ug/kg1 (ug/kg) Dilution Batch Prepared Date/Time Notes Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 NO ND ND ND ND ND ND \'D ND 16 16 10 16 16 16 16 16 16 NA NA NA NA NA NA NA NA NA B300336 0300336 B300336 B3130336 3G0336 6 07 18/201.3 07/18/2013 07/18,/2013 0 18/2013 0 •`1g/2013 07118/2013 0 1182013 07:18'2013 07 I8/2013 07(19/1:3 03:55 07919/13 03,55 02t19 13 03:55 07/19/13 01:55 07/19/13 03t55 07'19/13 03:55 07/1913 03:55 07119/13 03:55 07/1913 03:55 Surrogate: Decarhlornbiphenyl 98.9 75 Surrogate. 7etrach(oro•m-xylene 39-128 B300336 07118/2013 07/19/13 03:55 102 94 38 - 122 B3G0336 0'7 1812013 07/19'13 03:.35 1275 [Palma Avenue, Signal Hill, CA 90758 • Tel: 562-989-4045 • Far: 562-989-4040 • nwlr;atlglobdam Page 16 of 40 Certificate of Analysis Southern California Edison 300 N. Lane Hill Avenue San Dimas , CA 91773 Project Number p NEWPORT SUB-DL, 325210 Report To : Ming Chi Reported 1 07122/2013 Client Sample ID VB-15-DL @ 5.5' Lab ID: 1302118-20 Total Metals by 1CP-AES EPA 6010B Analyst: AG Acolyte Result PQL MDL (mg/kg) (mg/kg) (mg/kg) DatelPime Batch Prepared Analyzed Notes Lead LI Polychlorinated Biphenyls by EPA 8082 1.0 NA 13360343 07/19/1313:35 Analyst: BB Aoalyte Result PQL MDL Dateeiime (ugkg) (LT/kg) lug kg) Dilution Halcb Prepared Analyzed Notea Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroolor 1268 ND ND ND ND ND ND ND ND ND 16 NA 16 NA I NA 16 NA 16 NA 16 16 16 16 NA 13360336 B300336 B3G0336 07118.1013 07:1812013 07/18/2013 B300336 07/18.2013 B300336 OL_18/2013 13300336 07:1822013 t)7f1971304:22 8360336 07/181013 07/19i1304:22 B3C,0336 07/18/2013 07(19,13 04:22 07/19113 04;22 07/19113 04:22 0711413 04:22 07119 1304:22 07/19/13 04:22 07f19/13 04:22 Surrogate: pecachlorobiplreny1 10816 Surrogate' Terrachlaro-m-xylene 39- 128 B30i0336 07€118;2013 071101304:22 114 A6 38 - 122 0711 S2013 07119113 04:22 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 • fax: 562-989-4040 • www.atlglobat cmn Page 17 of 40 I Certificate of Analysis Southern California Edison 300 N. Lone Hill. Avenue San Dimas , CA 91773 Project Number NEWPORT SUB-DL, 325210 Report To.: Ming Chi Reported : 07/22/2013 Total Metals by ICP-AES A. 6010E Client Sample ID VB-15-DL (L, 6.0' Lab ID: 1302118-21 Analyst: AG Lead ND Polychlorinated Biphenyls by EPA 80 1.0 B3G0343 07/192013 07/19/13 13:37 Analyst: BB Analyte Result POL MDL (Whg) (ug,lg) (u lkg) Dilution Date/Time Prepared Analyzed Notes Aroclor 1221 Aroclor 1232 /tractor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 ND ND ND ND ND ND ND ND ND 16 16 16 16 16 16 16 16 16 NA NA NA NA NA NA NA NA NA B300336 B3G0336 B3G0336 B3Gn3a6 8300336 83G0336 1 B300336 1 B3G0)36 1 B3G0336 07/18/2013 07/18/2013 07/18/2013 n72812013 07/182013 07/182013 07/182013 07/182013 07/18/2013 07/19/13 04 „50 19 9/13 04: `l9I73 04:50 07,19/13 04:50 07/19/13 04:50 07/19113 04:50 07/19/13 04:50 07/19/13 04:50 Surrogate Decachlorabtpheny1 98.4 % 39.- 128 B 100336 07118/2013 07/19213 04:50 Surrogate. fixtmchlaro-m-rytene 99.0 % 38- 122 B300336 07/182013 07/19/13 04.50 3275 Walnut;fvetrue, Signal l i 1, C.4 90755 • Tel: 562-989-4045 . Pax: 562-989-4040 • u i";atlglobaLco7u Page 18 of 40 ill Avenue CA 91773 Polychlorinated Biphenyb by EPA 8082 Certificate of Ana R' Project Number tvEWP{J 1 Re)M1n'f in Chi ILpotted 07,222011 Client Sample ID VB-16-DI Lab IDt 13112118 23 Analyte Result PQL MUL IAAtc mu I4&) )uplkg) Iugrkg) ijilutitm Hatch Nrganted Anniyaed Notes Amclor 101fi Aroclor 1221 Aroclor 1,21;1 Aroclor 1242 Amclot 120 Arotlor 1254 Aratelar 1264 Anxdor 1242 ND 2100 16 16 16 16 NA NA NA NA NA 1 ©3G0336 I 133G0334 0 603)6 320 NA 20 EY3ti0336 320 NA i7 1130t336 16 NA 1 830036 16 NA 1 1330*336 39-128 38— I22 38-72 0711820t3 0710013 07/l%t2013 09,1913 0517 07t19/13 0517 07/19/1305'17 5?17 4;2 0719 13 14;23 071r11 o071033 4;7.1n9�L,1YI l4.23 071 W 30<,17 e77, 9:132423 0749:1305:. 11 3275 1l'alttut .tretltru, ,iTMt•'ntrl Fli11, GI 90755 • Telt 562489.4045' Fax: 5b2-989-404t) • rsnvtstad but cony Page 19 of 40 Certificate of Analysis Southern California Edison 300 N. Lone Hill Avenue San Dimas. CA 91773 Project Number : NEWPORT SUB-DL, 325210 Report To : Ming Chi Reported ;. 07/22/2013 Client Sample ID VB-16-DL (aj 4.5' Lab ID: 1302118-24 Polychlorinated Biphenyls by EPA 8082 A alyst: BB Analyte Resulr PQL MDL (uy(kg) (ug'kg) (ugkg) Dilution Date&Tlme Batch Prepared Analyzed Notes Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Arv:lor126d ND ND ND ND ND ND ND ND ND 16 NA 16 NA 16 NA 16 NA 16 NA 16 NA 16 NA 16 NA 16 NA B3G0336 B3G0336 13300336 1 B3G0336 1 B3(30336 1 B3G0336 1 B360336 1 B3G0336 1 B3G0336 07'182013 07r18'2013 07+182013 07.'18/2013 071182013 07/182013 07/18/2013 07182013 07.'1R/2013 07/19,13 05.45 0719/13 05:45 07/19/13 05 45 07;19/13 05:45 07119/13 05:45 07/19113 05:45 07/19/1305.45 07119/13 05^45 07119413 05:45 Snn»gate Deeoehiorohlphcntyt 108 % 39. 125 B3G0336 07182013 07/19/13 03:45 Sumigtate: Tetrachlaro-m-9lrne 38 • /22 8360336 07/18/2013 07/19/13 05:45 I Hill, CI 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • rvwiitat(glabaLcom Page 20 of 40 Certificate of Analysis Southern California Edison 300 N. Lone Hill Avenue San Dimas., CA 91773 Project Number: NEWPORT SUB-DL,. 325210 Report To = Ming Chi Reported : 07/22,12.013 Client Sample ID VB-17-DL a,. 5.5' Lab ID: 1302118-25 Polychlorinated Biphenyls by EPA 8082 ,Wlyre Result PQL MDL Date/lime (up'kg) (ug/kg) (ug/kg) Dilution Batch Prepared Analyzed Notes Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Arodor 1260 Amctor 1262 Aroclor 1268 ND ND ND ND ND ND ND ND 16 ND 16 16 16 16 16 16 16 16 NA NA NA NA NA NA NA B3G0336 63c:0336 83G0336 B3G0336 B300336 B3G0336 B3G0336 B3G0336 07118/2013 07118/2013 07718/2013 07/18/2013 07t18 2013 07t 182013 07/182013 0708,2013 300336 07,182013 07/19/13 06t 12 07/19/13 06:I2 07/19/13 06'12 0719113 06:12 07/19113 06:12 07/19/13 06:12 07119/13 Dee 12 0709/13 06:12 07719/13 06:12 Surrogate Detorhlarahlghenyl 109 Surrogate,- Tetra hlaro-m rjdenc 39-118 B3G0336 07/1812013. 07119/1306::11 III % 38- 111 63G0336 0708,2013 07/19.'1306,72 3275 Walnut Avenue, Signal Hill, CA 90755 •'lel:562-989-404.5 • Fax: 562-989-4040 • rtmno.allglobatcons Page 21 of 40 Certificate of Analysis Southern C'nlifomta Edison tic Hill Avenue , CA 91773 Project Number: NB` ATORT S1JU Dla, 3 Report Toy Ming Chi Reported : 07 22/2013 7 Polychlori Blphenyls by EPA 8082 Client Sample 1D 4` 3-17-DL ra 6,0' Lab ID: 1302118-26 Analyst: BB Ann1yte Result P(7L MDL DeteTunc (ualkg) (ug/kg) (up/kg) Dilution Butch Prepared Analyzed Armin( 1016 Articlor 1221 Armlet( 1232 Ara:lnr 121 /rector 1216 Aaoelor 1274 ,Aroeirn 126.41 Arm:lor 1262 Articled 1268 tit') ND NO ND 16 16 16 16 16 16 16 NA NA 1 tiA 1 NA 1 NA 1 B3G0336 NA. 1 63G0336 NA 1 B309336 NA 1 B3G0336 NA 1 133G0336 B3G0336 07319/13 06:39 B3G0336 O7/I6:2013 07/19/13 06:39 07/182013 671931306.39 07/1913 06:39 077/2913 06:39 02/ 19 13 06:39 0731913 06:39 02/19313 0619 Owl A13 0619 0711820I3 07/13.2013 0731$/2013 Surrogate De achiwnbi3rheny 10271: 39, 123 B3G0336 Srrrnij gc: PWrarhiont x€lane 103 ( 38-. 122 B3G0336 0:719,13 06:39 0.71191.3 06:39 3275 Ira ut Avenue, Signrat Hi!/, f el 90755 • Tel: 562-989-4045 • Fat: 562-989-4040 • wn utatlgluba/c©m Page 22 of 40 Certificate of Analysis Southern California Edison 300 N, Lone Hill Avenue San Dimas , CA 91773 Project Number : NL' WPORT SUB-DL, 325210 Report To : Ming Chi Reported , 07/222013 Client Sample ID VB-1S-DL @ 3.5' Lab 1D: 1302118-28 Polychlorinated Biphenyls try EPA 8082 Analyst: BB Analytc Result PQL MDL (un'k8) (ug/k6) (ug418) lotion Date/rime Batch Prepared Analyzed Votes Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 ND ND ND ND 73 ND ND 16 16 16 16 16 64 16 16 16 NA NA NA NA NA B3G0336 B3G0336 B3G0336 ❑3G0336 137G0336 4 B3G0336 1 B300336 1 B3G0-136 1 133G0336 07/18r2013 07r162013 07/18'2013 07(18/2013 07`18'2013 07'18/2013 07/18/2013 07/18/2013 07118d'2013 07119/13 07:07 07119113 07:07 07119 )307:07 07/19113 07:07 07/1913 07:07 0719/13 14::50 07/19/13 07:07 07'19.13 07:07 07119t1) 07:07 Surrogate: Deeeachforabiphenyl Surrogate: Derachlotubiphentd Surrogate- Temvchloro-rn-rplene Surrogate. Tetrachlora-nnylent 109% 39-128 B3G0336 114% 39-128 B3G0336 114% 38./22 B3G0336 114 % 38. 122 8300336 07/19113 07; 07 07/1973 14:50 07/19(13 07:07 07119/13 14;50 3275 WalnutAvenrlr, Signal Hill, Gi 90755 • 7el: 562-98.9-4045 ° Fax:.562-989-4040.1vww.aiglobal cote Page 23 of 40 5`arftrtr: 7earrachloro-m : Certificate of Analysis Southern Califarniu Edison 300 N. Lone .Hill Avenue San Drnuts , CA 91773 NE WPOAT SUE-D Report To: Ming Chi Reported: 07t22/2013 (Cent Sample ID V 13-18-D1 @2 4.5' Lab ID: 1302118-29 Polychlorinated Biphenyls by EPA 8082 Analyst:: BB Analyre Result FtjL MOL Dote/Time lug/kg) (u ) (ub/tg) Dilution Butch Prepared Analyzed Areelor 1016 Aroalur 1221 Arock* i232 Aruelar 1242 At*dot 1241( Ame1or 1254 ArutLm 12.60 ArtSr 1262 Arodor 12M ND i6 ND 16 ND 16 ND 16 16 16 16 NA NA NA 1 \A 4 NA 1 NA O7/I8 2013 I9=20I3 0711F:Z0l3 83G0336 o711fnII B3G0336 13360336 B3(10336 07,19/13 07:34 0711913 07;34 07119113 07:34 0721913 07:34 07i19.1301 34 Oz,t9+t3. #17:34 01119/13 07,34 0711913 07.34 07.119.113 0724 :a<rhlorollphsaul 19F fsa 39. 12d 38- 122 B300336 1021,' 13360336 t3 071/91307:34 I3 0221943 07:34 3175 Walnut Avows:, Signal 11111, GI 90755 • Tel; 502-9N9.4045 • Fat•: 561-989-4040 • 1 Page 24 of 40 Certificate of Analysis Southern California Edison 300N. Lone Hill Avenue San Dimas, CA 91773 Project Number NEWPORT SGrB-DL, 325210 Report To: Ming Chi Reported 07i22/2013 Total Met Analyte Lead Client Sample ID VB-19-DL (a 6.0' Lab ID: 1302118-30 v ICP-AES EPA 6010B Analyst: AG Result PQL Mi)L Date/Time (msfkg) (mg1kg) (mg. g) Dilution Hatch Prepared Analyzed Notes ND NA H3G0343 07119i2013 07/19.1I3 I 3275 Walnut Avenue, Signal Hill, C.4 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • rvwnntlglabal.cotn Page 25 of 40 Certificate of Analysis Southern California Edison 300 N. Lone Hill Avenue San Dimas, CA 91773 Projec€ Number :. NEWPORT SLR-DL, 325210 Report To Ming Clu Reported i 07/22/2013 Client Sample ID VB-I9A-DL @ 3.5' Lab ID: 1302118-32 Total Metals by ICP-AES EPA 6010B Analyst: AG AnalNe PQL MDL Date/Time img/ks) (mg/kg) Dilution Batch Prepared Analysed Notes ND 1,0 NA B3G0343 07/19,2013 07/19,t13 d3'41 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • wsw.atlglobatco:n I Page 26 of 40 I Certificate of Analysi Sou0urn Cstiti�xxia Lsdtso 300 N.L-one: I4iill Avenue San Mims .C'A91773 Project ivnavtct: ?4EWPORT SUB-IkL,322 Report To; NQfngChi Reported : 07?2212013 Total Me by 1C EPA 6010B ample ID VI Lab ID: 130. DL. n 5.0' Analyst: AC ftesuk PQL MDL Moire 6ng16.) (mg/kg) (mga'gl Dilution Batch Analyzed Nine ;tit? 1.0 NA 1 32'5 tt'al ul Avenue, Signal Hill, Cli 90755 •Tel: 562-989-4045 • Fax: 562-989-4040 • imrnsullglobal.cour Page 27 of 4 Certificate of Analysis Southern t„'. litorliia P4Es u 300 N„ Lone Hill Avenue San Dimas., CA 417;3 Project N Repo Rcpnncd 07r2212013 5210 Total lMl Analyte Lead yT AES EPA 6010B Client Sample ID Lab ID:'13 Anal, AC \MDL 1Uam.Ti`ne tmg:kgl Dilution Batch Prepared Analyzed 1.0 NA 07t1911 ;4 3275 Walnrd.Avenue, Signal Hill, CA 9ff7S5 • lef: 562-9045 • Fax: 362.989-4040 • rvwt., glabatcatn Page 28 of 40 Certificate ttf Analysis Southern Cali/onto Edison 300 N. Lone Hill Avenue San Dimas , CA 91773 Froteti Number : 1:rl PORT SUB -DI.,, To:. Ming Chi Reported : 07t22,'2013 Total Met 1CP-AES A 601 ent Sample ID VB-I913-DL Lab III: 1302118-36 Anellat:.AG Analyre Rraulr PQL (rn*l<g) (mg,lcg) Datt/Tinic Dilution P3a[ch Prey Analyzed Notes 1.0 NA 8300343 0711 1 3275 Walnut elvenue„ Signal ff11/, Cl 90755 • Tel: 561-989-JfldS f axs 562-989-i0JO • r•n w.ntlglohateam Page 29 of 40 Certificate of Analysis Southern California Edison tl Avenue A 91773 :t \ttmbet NE'.wPORrSU„313D1,,32,2Io Report To: Ming. Chi Reported : 0712212013 Polychlorinat yEP 1082 Client Sample ID VB-20-DL (a 6>0' Lab ID:1302118.313 Analyst: BB Rcsuh Annllyte PQL MDL 01841) (ug'6g) Dituti Hatch Prepared Analyzed Notes Aralar 1016 Amnion 1221 Arncbr 1232 Aroclor 1242 Arecltt 124E Anoint 1264 Areele7 1264 Arodor 1162 ArettLes flee ND 16 NA ND 16 NA tiD 16 NA ND 16 NA NA NA 1 B300340 B360340 B+G0;t40 B360340 B3G0340 B300340 R360340 0771912013 (17 19 2O13 07192013 0 3 10:47 310:47 07/19113 10:47 0711 1310:47 07119' 13 1047 07119 013 071197131047 0719.201) 07d14431047 07119;2013 07/19:131047 0-192013 6711613 10:47 Sr n0gaaca Uecrahlt 102`tG 39-I23 ,SlrrrogureTent: h)t:: V,10, )ime' 105 Yo 38. 12 11300140 01.301013 A.V/90310-47 133c41340 (r i 3 2+31's 07119:13 W:47 ,enrre, Signa! }It14 C4 90755 • Tel: 562-989-4041 • Fax: 562-9894040 •'nnv.arlglobatcom I Page 30 of 40 Certificate of Analysis Southern California Edison 300 N. Lone Mill Avenue San Dimas , CA 91773 Project Number NEWPORT SUB-DL, 325210 Report To; Ming Chi Reported : 07/22R013 Client Sample ID VB-49-DL ta'3. Lab ID: 1302118-40 Total Metals by ICP-AES EPA 6010E Analyst: AG A Result PQL MDL (mg'kg) (mg`kg) (mykg) Dilution Batch. Prcpued Analyzed Notes Lead 1.0 NA B3G0343 07/19'2013 0711911 3275 Walnut Avenue, Signal Hill, C4 90755 • Tef: 542-989-4045 • Fax: 562-989-4040 • rvrvrc.atlglabaLcorn Page 31 of 40 Certificate of Analysis Southern California Edison 300 N. Lone Hill Avenue Sun Dimas , CA 91773 Project Number; NEWPORT SUB-DL, 325210 Report To: Ming Chi Reported: 073221013 QUALITY CONTROL SECTION Total Metals by tCP-AES EPA 60108 - Quality Control Result PQL Spike Source %Rec RPD lytc lmgkgl (ing/kg) Leal Resnlr % Rec Limits RPD Limit Notes Batch B3G0343 - EPA 3050B Blank (83G0343-BLKI) Lead Prepared. 7/19'2013 Analyzed: 7119E2013 NA I.CS (B3G0343.8S11 Prepared: 7/19/2013 Analyzed: 7119/2013 Lead 485300 1.0 50.0000 97.1 80-120 Matrix Spike (B3G6333-MS1) Source: 1302118-03 Prepared: 7/19,2013 Analyzed: 7/19'2013 Lead 154.273 1.0 T25A00 43.5362 90.2 51 - 106 Matrix Spik¢Dup(63G0343-MSDI) Source: 1302118-03 Prepared. 7119 21113 Analyzed: 7/19'2013 Lead 162.466 1.0 125,000 43.5362 95,1 51 106 3 ND 1,0 20 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • nrivwtatlglobal eum I Page 32 of 40 I Certificate of Analysis Southern California Edison 300N. Lone Hill Avenue San Dimas , CA 91773 Project Number: NEWPORT SUB-DL, 325210 Report To : Ming Chi Reported t 07,22/2013 Polychlorinated Biphenyls by EPA 8082 - rot Acolyte Rcaulr PQL Spike Source °a Rec RPD (ug'k8) (u8'kg) Level Resell % Rec Limns RPD Limo Notes Batch B3G0336-.GCSEMI PCB/PEST Blank. (83C0336-BLK I ) Aroclor 1016 Aroelor1221 Aroclor I232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aracio 1262 Aroclor 1268 ND ND ND ND ND NL) 16 16 16 16 16 16 h Prepared; 7/182013 Analyzed:7/182013 1NR NR NR NR tiR NR NR NR NR SurrogateDecachlotehiphenyl Surrogate: Tarot hl0ro-m-evlene LCS (B3G0336-BS1) Aroclor 1016 Aroclor 1260 14.71 16 6667 882 16.69 16.6667 100 145.557 16 166.667 148,111 16 106.667 2 Prepared: 7/I82013 Analyze& 7118.2013 87 3 64 -100 889 68 - 10D &negate: Decachlorobihenyl Surn,gale: Tetrach1ro-m.rylene Motets Spike 03360336-MS1) Aroclor 1016 Aroclor 1260 14.67 16,6667 88.0 16.08 16:6667 96.5 39 128 38 . 122 Source; I3021I8-12 Prepared: 7/18./22013 Analyzed:7/18/2013 160,578 16 166.667 ND 963 48. 126 165-994 16 166.667 ND 99.6 46 -130 Yurroga:4: Decachtorebfphenyl Surrogate: Ternx:hfnro-m-x)lene Matrix Spike Dup IB3G0336-MSDI) Aroclor 1016 Aroclor 1260 17.21 16.6667 103 39. 128 18.27 16.6667 110 38. 122 Sources 1302118-12 Prepared: 7/18/2013 Analysed: 7/18/2013 161.803 16 166.667 ND 97.1 48 -126 0.760 20 166,771 16 166.667 ND 100 46-130 0,467 20 Surrogate De eclrlarobiphenyl 1734 16.6667 104 39. 128 Surrogate' Termchloro-m-ayiene 18,33 16.6667 111 38 - 122 Batch B3G0340 - GCSEMIPCB/PEST Blank (B3C0340-BLKI) Prepared: 7/192013 Analyzed: 7/192013 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 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • n+va+.rrtl„tobat.com Page 33 of 40 Certificate of Analysis Southern California Edison 300 N. Lone Hill Avenue i San Dimas, CA 91773 Project Number : NEW -PORT S413-Il1.. 335210 Report To Ming Chi Reported : 07/22/2013 Polychlorinated Biphenyls by EPA 8082 - Quality Control (cont'd) Analytc Result PQL Spike (ugkg) (ughg) Level %Rec RPD %Rec Limits RPD Limit Batch B3G0340 - GCSEMI_PCB/PEST (continued) Blank (B3G0340-BLK1) -Continued Aroclor 1268 ND 16 Prepared: 7/192013 Analyze,_ 7/19t2013 NR Surrogate: Detachlorablphenyl Surrogate. Tenerchloro-m-sylene LCS (13360340-BS13 Amclor 1016 Aroclor 1260 15-27 166667 91.6 39- 1213 16,26 16.6667. 97,6 38 -122 Prepertd: 7119/2013 Analyzed: 7/19.20 144.877 16 166.667 86.9 64 - 100 157.642. 14 166.667 94 6 68 - 100 Surrogate: Decaahlorahipluvryl Surrogate: Tettothloro.m-z)den Matrix Spike (B3G0340-MS1) Aroclor 1016 Aroclor 1260 15.55 16.6667 93,3 39 - 1228 16.05 166667 96.3 38. 112 Source: 1302118-38 Prepared: 7'19/2011 Analyzed r 7/19,2011 169.917 16 166.667 747) 102 48 - 126 200.050 16 166.667 15.1238 111 46 - 130 Surrogate: Decacldaroblphertyl Surrogate: Tebwchloro-m-gdene Matrix Spike Dap (63G0340-MSUI) Aroclor 1016 Aroclor 1260 18.35 16.6667 111 39 -128 18,82 16.660 ' 113 38. 122 Source: [30211g-38 Prepared. 7/19/2013 Analyzed; 7i19/2011 168:.777 16 166.667 ND 101 48 -126 0,673 20 107.237 16 166.667 15,:1238 109 46 - 130 142 20 Surrogate. Decachl uohiphenyl Surrogate- %nachloro-m-xyiene 1 /643 16 6667 111 39 -123 18.80 166667 113 38 - 111 3275 Walnut Avenue, Signal Hill, 01 90755 • Tel: 562-989-4045 • Fax:: 562-989-4040 • wlvw-ailglobat corn Page 34 of 40 Certificate of Analysis Southern. California Edison 300 N. Lone Hill Avenue San Dimas , CA 91773 Project Number °: NEWPORT SUB-DL, 325210 Report. TV Ming Chi Repotted. 07/22/2013 Notes and Definition ND Analyte not detected at or above reporting limit PQL Practical Quandtation Limit MDL MSod Detection Limit NR Not Reported RPD. Relative. Percent Difference CAI CA NELAP (CDPH) CA2 CA-ELAP (CDPH) ORl OR-NELAP (OSPHL) IX' TX-NELAP (TCEQ) Notes: 1,11 "Ihereported MDL and PQL are based on prep rano variation and analydeal ditation. 12) me sulth [ 2Cl of specific analytev signifies that thereport cd resuh. is taken from the n%tnunent's sccorad cnlumn. 3275Walnut Avenue, Signalilill, C?I 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • tom aflgla0uLem I Page 35 of 40 I — FOR LABORATORY USE ONLY: z z z o N o. WV <¢ FAX: (909)394-8610 �„ 'R Y • �' mot' gy4V � Fq TJ I f N ! a k is v G t " y3to Fa RUSH TCLP)STLC, add Z says ro totpect W TAT. 1 Q.�& es. o. L J G, Ng 0 x ct ^'"--^'�- r"�`f' aq v r� r ++� a.�..'l Ri BENT h d / a� CIRCLE APPROPR lasted\ .off 7 �. p `4 a4m u to <,-,gArFJy�Te 0l\ Py tr l' m mY p & ry' O sd A ea, e e tiG ,y T c ,q^ 4. .3 sy �T of s f+ 8� �,� A; ew .o° d' & ooi' ',0:: ,..i'Qr Leh` o'to TAT Address, 300 N, Lone Hill Avenue Dry: San Dimas state: CA Zip Code: 91773 Material: 1=Glass 2=Plastic 3='Metal eg9as 'Ek � �5 m IF a.R¢ m a o o Y 11 @ a"i C] � F • 8 qq SA Y} V �.G �g Method of T�ra sport �lient 14 ATL L7 FedEx 1' Onrrae GSO ❑ Other. ate" m L n �c O =N� a>. ! 1 t 7 Ya F t N .4 g, W W fTs 2 Submitler (Print): Signature: ..E 7 .O 6 .�. .,..,...r ... .._my cJ aVL1 ffi 'C d @.n "T?4 yy p� d� Client: Southern California Edison MINE CM1 `b- _ _ 4.w g�lC1.ii i o y3g m! MO TOL Amy E-malc Company: SAME AS ABOVE Address. .- ._ -__ — .... cm; __. _. _ ____ Staley Tip: c �Sd E8 p ADVANCED IAATECHNOLOGY LABORATORIES 3275 Walnut Ave., Signal Hill. CA 90755 i Tel: (562) 989.4045 • Fax: (562) 9894040 1 E l TAT AT i AM STIRS HAFtG4 f*Z NeXT USI$$RGE SAMEVD BY tISY DAY NEXT WS PM iK ACVD BY MAdAA DAY 620 FM 2V M R YT !O A ¢t { Q Page 37 of 40 Z X Z caw 5. Zia .- to Rri Client: Southern California Edison 404'rss; 300 N. Lone Hill Avenue to (909) 394-8947 Mi �� C 4-{ __ my San Dimas abet CA zec ode: 91773 FAR, (909) 394-8610 Project Name: ET Project 32,j21) Sampler; �u� pleybymbijbo by a s, t. Dam r rm a te: a R' Ou shsd tsfAstatorx hue. S T!a» 1 �q Race ea�a Fj ate; rjff3 T" f7 Reenearehed ey: .:4e++, Dale • tem ftectved or oinkrtonsoftotwo Date:: Thee; 'E t �, f t t g 4 }y , w ' NOLLVAfra . (y .-....-. t,cy�ra_�SC ✓ r�' �„,,, Iv fin w ,,.., �,,,,, " e t(rlafbgal fm oyalg al ax _"byr — N `�i s r 1� g f ' 7 � GO��"^�r`w .0..4 i 2 7'S Ccm tea•• i �ii ys ¢w 8,,'yy{f 4 - 5 7 •,_& s i�a pup i t �# 'ham {{ss' o ,. •.0 ks,�y�,. et1 tf� G} •.=.i t i M 1 4s aas cc t ESY1 asp t, G a G E' O d 1 c' art. X aka w Eno .c—,'r''a'ot 5 D)' v i[ { mgVed 0g,, IrIE` Qf FG 91 l i F la e 1k+ 't ( x i �� i. w.0 aR a. trim �LL N F `I-wYR -- N C? I V Page 38 of 40 o eFTi � �Y c+ tl } E a ft t a rc � x _ mmq �x 3, is ,INCERLINWtiparaOSTAL___ it 'at SA-iRC riftck RED -Come OJL'1 CriLLO NMAL vestal / P414 Mc C74; i? cl . i LLccyr £ � tdEr� M c v... f � 5 x i I MitOPO of Ttamport 'taint ,tom* ATI. o FedEx '::= OnTrac s' GSO € Company, SAME AS ABOVE: _U�....:. Addirew Sat* Zi �mFMlRecortle Arehlvat & #?isnasal CIRCLE or f Unless othe,w a requested by client all Samples and Hardcepy cue be drooled — Write IN ;Y / 431 Porry-five(a5) days alter generation of report = eteraron c espies retained for rive) years: Aretyats / //�y it Storage mple (applies when storage Is requested), Haod¢d�{e ,s /8. ■ Sample . Fortyfrye(a5) (lays Cwnprxnenfary • $2,00 r sample / mo U+ereeller. f !/ { Hardeopy Reports S17.50 per report. F '/` /t �q -�Jciyj/. ter types'. 1=Tube 2=VQA 3l;iar 4=Patf Sala! EoT r 7 : {Sa TAT3. Tit Sap tact .4a pRY A'rtl e51{4. wr'.-- T 5'� §'Sot (—AsOle SUJK gd ng nt co. ba 40'0/ numftl Cb1rpnY. I nweby purctasa art iq sen;ces rn»nAlt a, d cla*d ¢alsx ar4 guarantee Mytneralta is and inpu0e QUOTE a above. to ensure proper wr+ocaw9. k y.Vt\Vj�y, Vb j tit, ! 1�I 1p Q1 i Ann Company! SAME ASABOVE Address: _.�. _.-...._,..u..�...-..,....,� .. City: iSia Xis; Z va, Le 0 C y` n r ~ �'"" E �-) ryn wi US �m�a Page 39 of40 FOR LABORATORY USE ONLY - Sample Co ition Upon Receipt 1. CHILLED Y" N 0 4. SEALEDN 2. HEADSPACE (VOA) Y fl N J 5,40F SPLS HATCH COC YET N r 3. CONTAINER INTACT YE! NOT & PRESERVED Y L N TEL: (909) 394-8947 FAX: (909)394-8610 SamplerA' . rWPr ect 375110Project Name: gorti O # 6 ,�}. m Sm 0 }F], F Z $$ IN .c } L So -i °j• . kvj D Py 6wa ww d �' a yXi 1 2 I n i) r l W lV! aNWdaDI etM¢P a PPe.'OtS/d1b1 MSf U f%s 3 es++ SWRCB 0 Logaode I Y NOt1VAkt3532id 8 ri Address' 300 N, Lone Hill Avenue cry. San Dimas Stale: CA ZpCode, 91773 a Y�c 0 Me ad of TransportClient TL ▪ Fe4E* r,.l n'Trae L DSO n, Olher: } rf + �rt for p,vrs-.,'w. tint CriS ._..,...E•rtwn: Company, SAME AS ABOVE. Addrress:.- Cay: State: Zip: Container Types: 1=Tube 2=VOA 3=Liter 4=Prn. 5afar6=Tedrat 7= Canister NMI o mII 0. les the authorized agent of the below named company, 1 hereby purchase tasting services from ATL as dictated below and 'gaataniee paymetn in tat. . z E gar Submitter - Please Complete all SHADED areas and include OUOTE. N abovo to ensure proper invoicing. RCLE or rite IN calyces ceded s 4 o- 1 m �y� ticifb 41 e 43m SSE w Client: Southern California Edison lAll.iGf 1 e.�" AIL* Q/ t TAT 2 50%SURCHARGE I : 2N0 BUSINESS DAY 5.30 PM _Bp Tp _-.- Atln: E-math Company: SAME AS ABOVE Address: City: ISate: 21p: � t �c ma`o ADVANCED - `, TECI-LNOLOGY L A B O R A T O R I E S 3275 Walnut Ave, Signal Hill, CA 90755 Tel: (562) 989-4045 • Pat (562) 989-4040 aa7uy j { ` � 7 FLY9 Fvx wVk3 }6 4'q4 hNmS i N CJ v N 0 A co8f C ., y Page 40of40 C A 1) VA N C F. 0 E.0 Ft N. 0 LA 8 C) It A. lt 0 it tr 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 SUlf-DL. 325210 FLAP Nos 1838 NELAP Nat 02107CA CSDLAC Ni,: 1019i5 ORELAP No. CA300003 TCE9 No.: T104704$02 Enclosed are the results for sample(s) received on July 18, 2013 by Advanced Technology Laboratories. The sample(s i 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 pettains 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 cocci- leiter and the ease narrative are an integral pan of this analytical report and its absence renders the report invalid. Test results contained within this data package meet the respide.rnents of the National Environmental Laboratory Accreditation Conference anillor applicable strictspecific certification programs Tho report cannot be reproduced without written permission Pruett the client and Advanced Technology Laboratories, 325 Robust Avenue, Signal Hill, CA 90755 • TN: 562-989-4045 • Fay 562.989-4040 waafigh,butC0112 Page 1 of 11 Cert 0 alysis Southern Cnlifartus Edison 300 N. Lone Hill Avenue San Dimas , CA. 91773 st Number : Nk WPORT SUR-D Report To : Ming Chi Reported: 07724/2013 E B-9-DL DL tag 4.5' 4 5' (44.5' VB-20-DL (c 1302118-02 1302118-06 1302118-11 1302118-38 1302118-39 Soil Soil 5011 Soil Soil :48/13 15.55 7L18/13 15:55 7118113 15:55 7/18/13 1,2:53 7118/13 15:55 7118/13.12:86 71118/13 15:55 7118/13 9:47 327513'atsul slvcxt e, SIR lit C4 90755 • Tel: 562-989-4045 • Fax: Sb2-989-404 bal.cam Page 2 of 11 Certificate of Analysis Southern California Edison 300 N. Lone Hill Avenue San Dimas , CA 91773 Project Number: NEWPORT SUB-DL, 325210 Report To : Ming Chi Reported : 07124/2013 Client Sample ID B-5 / B-10-DL L 4.5' Lab ID: 1302118-02 Polychlorinated Biphenyls by EPA 8082 Analyst: BB Analyze Result PQL 41DL Dale/Time (ug/kg) (ugkg) (ugfkg) Dilution Batch Prepared Analyzed Notes Aroclor 1016. Aroclor 1221 Aroclor 1232 Araclur 1242 Aroclor 1248 Aroclor 1254 Arocior 1260 Aroclor 1262 Aroclor 1268 ND ND ND ND ND 150 ND ND 10 NA 1 16 NA 1 16 NA 1 16 NA 1 16 NA 1 16 tiR 1 16 NA 1 I6 NA 1 ND 16 NA 1 133G0390 B300390 B3G0390 B3G0390 B3G0390 B3G0390 13360390 143611390 B360190 07/22/2013 07/22/2013 07t22/2013 07,2.212013 0722.2013 0722/13 2327 0722/13 23.27 0722/13 23::27 07/22/13 23.27 07/22/13 23 27 07/22/13 23:27 07:22/2013 07/22t13 23:27 1/7/212013 0712211323.27 071222013 071211323:27 Surrogate Decachlorobtphenyt 106 % 39- /28 B300390 07.222013 07)22/13 23%77 Snnngarr 7errachloro-m-xylene 38 - 122 B3G0390 077222013 07122113 23 r27 3275 Walnut Avenue, Signal Hill, CA 90755 ^7"el: 562-989-4045 • Fax 56 2-989-4040 • i.rn'w atglohat com Page 3 of 11 Certificate of Analysis Southern. Cnliiotnfa Edist 300. Lonc, Rill Avenue San Dimas,.CA .91773 Pnieet Number WPORT SUB-DT, 325210 Report To Ming Chi Reported : 07r242013 Client Sample ID lt- LabID:1302118-Q6 Polychlorinated Biphenyls by EPA 80 4.5' Analyst: BB Analyze Dllut on Batch Prepared DateTime Analyzed Aroclor Atodo A Arcclo Anrelor 1260 Mo der 1262 Arockn 1268 ND ND ND 16 NA 16 NA 5 NA ! A 16 N:A 16 NA 16 16 B300390 B3G0390 1 B3G0390 1 B3(4 390 1 B3G.0390 0712213 23:54 07/2213 223:54 01 2213 23:54. 0212213 23:54 e7f22,/323::4 0'221V13 23:54 0712213 23:54 07l221 3 23:54 23 Surrnga:es Peva Ihturofrphe»el S'wragnre mnc>kiorn-ma2.lene i09% JA,./23 ➢ON%li, 39-128 B300390 07122/2 B360390 07122;2 IS 07522 13 23:54 13 0712211323:54 3275 alma Arrant, Si ',MI till. C t 90755 • Lek 562-989-4045 • Fax: 562-989-404ti rr++rmur Iobat co Page 4 9f Certificate of Analysis Southern C'aki%r Sn Edison 300 N, Lone Hull A+enue San Dimas , CA 91773 Project Numlrc°r : NEWPOR T SLT13-PL,. 325210 Report To „ Ming Chi Reported : 07/24120i3 Client Satnpie ID VB-9-DL i0`.4.5' 2 Polychlorinated Blphenyh by EPA 8082 Analyst: BB Auubito Kcsult (ugrkgl rpt- RMW, DauCtime (ugkg) DilnCnn Butch. Poeparud Analyzed News Aroclor 1016 Aroelor 1221 Atnulor 1232 Amcor 1242 Arodor 1248 A.rort,ot 1254 ND ND ND ND ND 16 16 16 NA NA NA 13360390 NA 1 0360190 16 NA 1 113E+039f1 1h NA. 1 112c131,9d Sfa 14A 1 11:300390 1 1 16 NA 1 16 NA l 07:`22`20! 3 07.'22±7013 a7+22 2013 07f23;130022 07(23/13 00:22 071383 00.22. 07l23 13 00 22 t3' 23'la 0 ::2z 0712,2033 t37+"23/1}f01:22 07.121013 0",'231100.2„t 07122i2032 07,23 13 00:22 3v-/2t 3Y- 122 A „'2'2013 /7 `3//.30412 07(72+2033 3275 li'utnm Avenue, Signal 11111, CA 90735 • Tel 5A2-9894045 • Fax: 562-989-4040 • unnu-atlglabatcnne I Page 5 of 11 1 611 Avenue 'A 91773 Polychlorinated Bipbenyb by EPA 8082 Certificate of Analysis 'To : Reported : 07,241201.3 Client Sample 1D VB-20-Ell. la 6.0' Lab ID: 1302110-38 0 Analyst: BB Analyze Revolt PQL (ugkj) (ug g) (agA&1 Dilution Date.rtiea Analyzed Notes Aroclor 1016 Arocler 1221 Anwler 1232 Moelar 1242 Area* 1243 Amclxr I2;4 Anxior 1260 Armlar 1262 Arne yr 1116A ND ND tit) Ni) Nt) 16 16 16 16 16 18 NA NA NA NA NA NA NA I 1 1 1 1 0 07/2213013 07.21113 00;49 O'i 22+2013 07t231300,49 i/22+2013 0723113 00:49 07>2212013 07.12313 00,49 07[22'2013 07/231300A9 07/221013 07,211300:49 0?,"7222013 0723`1300A9 07:222013 U7:23,'13 W:49 8300.390 07/22=/2013 07:231300,49 8300390 133i30390 nt00390 133G0390 13 .10390 Surrogate Oa ochlanrkaptteted Swrecy„n#e. Kelm( *kw et - me 9d.79v`; 11300390 072252013 .07/23,r1300:49 38 - t.'2 tr. 60:190 0" 22,2013 07.1.14.1 NAV 32'5 Wahtut Avenue, Signat Nitl, 1.4 i 0755 • Tel: 562-9894045 • Fax; 5fr2-9894O40 * tint v.allglobat com I Page 6 of 11 I Certificate of Analysis Southern California Fill ttl Ale n CA 9177„ ProjeciNttolbetr NEP1R7 Rcport TO Ming C.lr Reponcd; 0724t2913 0 Polychlorinated Bipben; by, EPA 8082 Client Sample 1II LB 20-DL (41 7.N 9 Analyst: Analytic 1ta3ult PQL MDL (u1plrg) nlgkg) fugdkg) Di .1 Date)" Imo Prevared Analncd Armlor 1016 Atoclor 1221 Aroclor 1232. Aroclor 1242 Aroclor 1248 .Aroclor 1254 Arodor 1260 Aroclor 1262 Arw:lor 1268 N? ND ND ND ND N13 ND ND 6 16 16 16 NA NA 1 NA 1 NA NA N.eA NA Y;A 1 R,A 1 07. 07'2221313 0116 3 01d6 01:16 0116 11160.390 07122/2013 t17/23 13 0116 0360390 07i23.1013. 67i23.13. 0116 13160190 07`22:2013 07/23/1301,16 i1,3U+}290 011,2,.2011. 07113130116 Surrogate Decakhtonth4hv'try1 Surrogwe Ieirachlaram xylens 3275 Walnut Avenue, Sign all271011 7t23 `X 3 01:16 0722,2013 0723.1301;16 4045 • few 562989_4040 ^ inincallgltrhal cons Page 7 of 11 Certificate of Analysis is Edison c Hill Avenue CA 91773 NEWPORT S1313-D4.,.. To : Ming Chi 07�24/2013 QUALITY CONTROL SECTION Polychlorinated Biphenyl h by EPA 8082 - Quality Control Rooth PQL Spike Source (unfitg) Level Result c RPD RPD Limit Noted Batch B3G0394-G Monk (M3 Arcola 101A A1.00°1 1221 M•x.inr 1232 Mirriaot #242 Arnett* 1248 Arnclae 1254 Arodor 1260 Arndnr 1262 Atvclor 1268 PEST D 16 ND 16 ND 16 ND 16 ND 16 P rows: 7t2220 f 3 A NR NR NR NR NR NR 16 NR I5 16 NR 21. Sure-nateDerwrhlarrrdrphary-t Stemple letradrion an sylene Le$ (B3G0390-B611 Aroclar 1016 Aroolor (2d11 146308 16 161.586 16 166067 91,1 944 edl �e2220€3 Analysed: 3222013 Sur Moot Spike (It Arodor 1016 Nock/ 1200 15.93 16.59 Source: 130211 16 16 ld6667 95.6 39- 1.2Y 99.5 JS - 112 1*2013 Analyzed 72212013 103 48. 126 46. 130 Sorrrrp6r Dunn thiatariphe& Surrvrga:e Ptin m,+klorn•m :rykirsa Matrix Space Dap 5,B3G0390-M$D11 Amcor 1016 Aroclor 1260 13. Y4 16 646 Source: 1302118-06 /14 J9-128 /13 38-122 Prtparedr 222v2013 Analyzed, 711212 169.228 16 166.66' ND 102 4$ • 126 1.47 20 190.540 16 166.667 ND 114 46 • 130 1.51 20 Surrogate' DerachMrpbtph xnl Surrogate: Trtrarldorm-m-sytene 16,77 16.6667 713 39 - 128 18.66 16.6667 112 38 -122 3275 lf'ahrut.4venlre, Signal /fill, C 4 9fl 55.7 mf: 56.3.989-4045 • Fax: 562-989-4041) • 1vn .' atIglobaLcon, Page 8 Df care of Anal Cali Fan 300 N Lane E3ilt Avenue San t)nnas„CA 91773 Number NEWPORT SUB•➢L,.3'252 Report To: Ming. Chi Reported 07)24112013 D AYA #t6x ota POL. Modal Quannaxelna Lirnit e�9t7t,. Mcth'd Detection i uai RP CAI t'A NRLAP t[DPH) DP1-1) ORt C51i-*CtLAP {OSPHLI Tkt 'I`,x-NTLAP Notes and Definitions un4 ansty^i rat dilation.. result is taken. FSxwn the instrunram's nx m4 eal 3275 Walnut Arcane, Signal Hill, 90775 • Tel: 562.9tf9-d045 • Fax: 562-9119.1140 • ivwi.aotlg1abAtom Page 9 of 11 Danalvan From: Sent: To: Cc: Subject: Attachments: HI Diane. Please run the following: Grace.Bemabe@sce.com Monday, July 22, 2013 3:47 PM Diane Galvan Grace Bernabe; Ming.Chi@sce.com: Carmen Aguila RE: Results NEWPORT SUB-DL (1302118) Newport-DL COG additionabpdf PCBs • B5/B10-DL @ 4 5' (this Is the "Ho! d° sample) PIea a run t • B-9-DL e 4.5' (this is the "Hold' sample) Please run the • vs-9-DL @ 4,5' Please run the BLACK end of the tube • VB-20-0L @ 6.0' Please run the BLACK end of the tube • VB-20-DL @ 7.0' (this is the "Hold` sample) Please run the WA.) en he. •bend be 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 PPD Csng neesing & Tech ical Services Geotvcln icat. Group 909.394.8947 PAX 47947 909.394.S610 FAX 47610 626.524.3741 all Page 10 of 11 I Page 11 of 11 I ADVANCE!) 7 F:CIIvC)t.C)CY A 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: NEWPORTSUB-DL,325210 ELAP No.:. 1838 NELAP No.: 02107CA CSDLAC No.: 10196 ORELAP No.: CA300003 TCEQ No.: 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 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 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 andfor applicable state -specific certification programs, The report cannot be reproduced without written permission from the client and Advanced Technology Tabomtories. 3275 WalnuIAverme, Signal Hill, CA 90755 • Tel 562-989-4045 • Par: 562-989-4040 mrtnv.nrlglnhaLcoen Page 1 of 5 Certificate of Analysis Southern California Edison 300 N. Lone Hill Avenue San Dimas , CA 91773 Project Number : NEWPORT SUB-DL, 325210 Report To'; Ming Chi Reported : 07/24/2013 SUMMARY OF' SAMPLES Sample ID ry ID Matrix Date Sampled Date Received VB-12-DL 1302 Soil 7118 13 4 3275 Walnut Avenue, Signal Hill, C1 90755 • Tel: 562-989-4045 • Fax: 562.989.4040 • www.a 1 'bat col 15:55 Page 2 of 5 I Certificate of Analysis Southern California Edison 300 N. Lone Hill Avenue San Dimas. CA 91773 Project Numb NEWPORT SIJRDL, 325210 Report To : Ming Chi Reported : 07/24/2013 Clio TCLP Metals by ICP-AES EPA 6010B Sample ID VB-12-DL Lab ID: 1302118-18 Analyst: AC Analyze Result (mg'Ll PQL (mg/L) MDL meld Dilution Batch Dene/Time Prepared Analyzed Notes Lead 3.7 0.050 QUALIT NA 0360403 07123,2013 CONTROL SECTION TCLP Metals by ICP-AES EPA 6010B - Quality Control 072311315'55 Batch B3G0403 - EPA 3010A SOIL Blank ;(B3G0403-BLKI ) Lead Blank (B.3C0403-BLK2) Lead LCS (B3G0403-BSI ) Lead Matrix Spike (B3G0403-MSI) Lead Matrix Spike Bop (B3G0403-MSD1) Lead ND ND Prepared.: 7/223t2013 Analyzed: 723/201.3 0 050 NR Prepared: 7 23/2013 Analyzed 7/23R013 0.050 0.980254 0,050 1,00000 Source: 1301675-01 6,6705R 0050 220000 Sauna: 1301675-01 8.32798 0.050 2.50000 Prepared: 7/232013 Analyzed 7/23%2013 98,0 80 -120 Prepared 723/2013 Analyzed. 72312013 4.32580 93.8 76 - 109 Prepared 72312013 Analyzed: 7/23(2013 4.32580 160 76-109 22.1 20 MI 3275 We lnat Avenue, Signal HAl, CA 90755 • Teta 562-989-4045 • Fax: 562-989-4040 • www.atlglobat care Page 3 0 Certificate of Analysis Southern California Edison 300 N. Lone Rill Avenue San Dimas, CA 91773 Project Number : NEWPORT SUB-DL, 325210 RcportTo: Ming Chi Reported : 07/24/2013 MI Ma ND Analyte not detected at or above reposing limit PQL Practical Quantization Limit MDL Method Detection Limit NIA Not Reported RPD Relative Percent Difference (tAI CA-NELAP (MPH) CA2 CA -FLAP (CDPII) ORI OR-NELAP (OSPHL) TXI TX-NEe]AP (TCEQ) Notes and Defnit overy outsideof aecaptanec limit. The analytatat batch was alideted by the laboratory control smnple- Notes' (1) The reposed MOL and PQL are baked on prep rat{o variation and analytical. dilution. (2) The suffix [ZC. of sp&ftc analytes signifies that the reposed result is taken from the invtrument's second column.. 3275 Walnut Avenue, Signal Ail/, CA 90755 • Tel: 562-989-4045 • F'ax: 562-989-f040 • novi^ atIgo+hal.rom ` Page 4 of 5 Diane Ga{van From: Grace .Bernabe©scs,com Sent: Monday, July 22, 2013 12:12 PM To: Diane Galvan Cc: Grace Bemabe: Ming,Chi@sce com Subject: Re: Results - NEWPORT SUB-GL (1302118) Attachments: 1302118. pdf Hi Diane. Please run TCLP lead on sample Thanks, PPD Engineering & Tec!ini. Gcotechnical Group 909,394.8947 PAX 47947 909.394,8610 FAX 4761.9 626.524.3741 cetl V 2.OL I Page5of5 ADVANCED TECH NO LOG Y. ABORAi#). E& N. July 24, 2013 Ming Chi Southern California Edison 3110 N, Lone Hill Avenue San Danes, CA 91773 Tel: (909) 394-8910 Fax:(909) 394.8610 Re: A l'L Work Order Number: 1302118 Client Reference NEWPORT SUB-DL, 325210 ELAP No.: 1839 NELAP No,: 02107CA CEDLAC No., 1019(5 ORELAP No,: CA300003 TCEQ No.: T104704502 Enclosed arc 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 repon specifically pertains to the sample(s) submitted, 'Thank you for the opportunity to serve the needs of your company. If you have arty guesnom, please feel free to contact me or your Project Manager. Sincerely, Eddie Rodriguez Laboratory Director The toyer letter and the ma narrative are an integral part of this analytical report and its absence routers the report invalid. Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Conference and/or applicable atateipecific certification pragmatic The report cannot be reproduced without 'written pertniasion from the client and Advanced Technolno Laboratories, t25 lialnui Airline, Signal (1 Yfl 75 • Tel: 562-9X9-4045 • FRC 562-M940.10 pomallglobalcvm Page 1 of 6 rn 1111E Avenue CA 9)773 Certificate of Analysis umher'. tVFWI'ORTSt:B- eport To ; Ming C'hi epode(' : 07r412013 SUMMARY OF SAMPLES Sample ID Laboratory ID Matrix Date Sampled Date Received 13-5 ,/` S-10-D 4.5, 1302118-02 2:41 7118ILi I5;55 3275 Walnut Avenue, Signal Hill, G:4 90755 • Tel: 562.989-4045 • Fax: 562.989.4040 • nnrrattlglabutcatn Page 2 of 6 Certificate of Analysis Southern California Edison 300 N, lone Hill Avenue San Dimas, CA91773 Pnrjxt Norte! : NEWPt3RT 7"o Ming C Reponed 2013 ad eoyls by EPA 80 Olen ent Sample ID B-5 / 8-10-DL 4.5' Lab ID: 1302118-02 Analyst.. BB Ris O� PQL Iug'lt (ug:1c ) MIN Ditc+4tr Dal&Tune Belch Prepay! Analyzed Notes Arnclor 1016 Axockar 122d ANdalur 1232 Araw tar 1242 elxs4laY 124, Aroetar 1254 Anchor 1260 Aroador 1242 120 ND ND ND 74 N13 6 16 16 NA NA NA NR NA. NA NA NA NA 13360424 13360424 83G0424 133G0424 B3G0424 B300424 B3G0424 O7:3"2013 07123.2033 07:23r20d3 0711.3/2013 07123120D 07123,1013 07r2:312013 13300424 07t 3'2013 07€24013 :3 071241307:39 07/2413 07 39 0112413 0739 072413 07:39 (17=24.1307:39 07124/1307:39 07E2403 07:39 Srnxar, M DecachtorobgJ,.ny/ SUrnnr,?are: Tenor WoMtiNlhy'leiw 39-128 1,1300424 0733'2013 07f2413 07r39 38-122 8360424 0 ,23/201,d O7241307 d39 3275 Walnut el enane, Slgnn! 11i11, CrI 90.'55 • Tel: 54045 • k'a-rr 562-989-4040 • wane urlglobul<co I Page3of6 I di ss Avenue A 9 1773 Certificate of Analysis Pmaect 3tiumber NLVc"PORT Renal '1'0 Min. Chi Reported : 07//24.20t3 QUALITY CONTROL SECTION d 1phenyls by EPA 8082 - Quality Control Analyze Result PQL Spike Source (wig) (ug.l® Level Result % Roc RPD RPD Limit Notes Batch B3G0424 GCSEM PCI ePEST Blank (B360424•81 411 Arockx 1016 Aroeloc 1221 Amckr 1232 Arnclor 1242 Arm-kir 1248 Anwkr 1254 A4oaor Aruclo: 12c tt 13D ND ND ND 16 16 16 16 16 Prepared. 7,237201'3 Analyzed' Tr24. NR NR NR b'CZ Nall S rr v3uteD) T;`y'N'% t roh Surrogate Tetrocloon:. LC (B3C0424-BS11 Aruckr 1016 ArOC19r 1260 146 676 165.052 16 166.667 16 166.667 Surrogate .: 17ecachdcnnbtphn)! Surrogate lam rhtetreoexyQn Matrix Spike (11360424•MS1) Aroclor 1016 Aroclor 1260 1643 16.6667 98.6 /6.32 16.6667 97.9 ,#M'= /22 Source: 1302110-02REI Prcpnted: 9i232013 Analyzed: 7.-24t2013 163.116 16 166,667 ND 9?.9 40.124 198.875 16 i 66.6f,7 10.71222 113 40 . 13n Sum;gate. Uacachkarkn SAmxgalc: rcMEh.Met Matrix Spike Dup (B3G0424-MLSD1) Aroclor 1016 Aroclor 1260 13.3E 16:6607 1 /fr $9. 128 16.6.5 16.6667 9tit' 33- 117 166.149 Source: 130211842Rn PtepasetL 7t2k2013 Atrxlyred. 7C41013 16 166.667 1/4D 0'M4 48 - 126. 1.96 20 16 164667 10.7122 lid 46- 130 1,02 21E &largest. Dran'rcht&rohlp0enwr Smrngete 7etrvchteam.m.5vdene 15 54 16.6667 17.02 16 6667 111 39-/2r 102 36-122 3275 Walturl 4renue, Signal Hill, C;4 90755 • 7e1: 502-9894045 • Fax: 5b1.989-4040 * nm w.urlglnbkLcorrr Page 4 of 6 of Neel Numl NE PORT SUB-DL.,32.52i0 Report To t Ming Chi Repnrtcd c 01'24/2013 Notes and Definitions ND Met not Sect Fi2S,. Pnm di ai Quantitirrn l.n it MDt,. Mntol betecaion Limit NR. No To RFD Relative Percent Daewoo CAI CA ILAP (CDPI) CA2 CA,ELAP(CDPH) OR OttNELAP (OSPHi.,) 11Yt iX-Mt AP fleet)) Nos.. 11 The lt`Pe nd anelyoca Prr 3275 itnlnut Avenue, Signal hill, (A 90755 • Tel: 562-989-4045 • Fax: 562-"3B94040 • wamnrlg O Page5o Diane Calvan From: Grace.Bemabe@sce.com Sent, Tuesday, July 23, 2013 2:46 PM To: Diane Galvan Cc: Ming.Chi@see.com; Carmen Agua Subject: RE: Results - NEWPORT SUB-©L (1302118) HI Diane Please ru PCBs • B5I810-DL 4.5' (This is fhe °HGitt Please run A TAT by noon tomorrow. Thanks rik 904,394 394 904:344.t351 626.524374 1'ethnical Services AX 47047 AX 4.76 t0 BLACK earl cif t:`re taiga Page 6 of 6 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 October 25, 2013 Project No. 603404-008 Grading Plan Check No. 2013-1283 Southem 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 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 603404-008 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 11/2- 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 geotechncal 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 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 to serve SCE. Please do not hesitate to call the undersigned at (949)-681-4256. if you have any questions regarding the findings presented in this report. Respectfully submitted, LEIGHTON CONSULTING, INC. Richard Williams, PG 6405 Associate Geologist CD/DJC/Ir DjantChandra, 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 5 NEWPORT SUBSTATION w cc L 0 L1 a w 0 SOIL REMOVA a 0 0 a Of' a E 603404-008 TABLE 1 Maximum Density Test Results Soil Type Soil Description Optimum Moisture (%) Maximum Dry Density (pcf)' 1 Olive Sand with Silt 7.5 135.5 "TEST METHOD: ASTM D 1557 0 Z a J 0) co EC - SUMMARY OF FIE Remarks w.2 u yypp a p,e w o tli 1/1 03 �1 T OO LO CD tl'NN St V'c0O r T L�C1 a) 6f D7 DI OD OD Ol ill iil al 6f 01 CD OT OD QJO Moisture Content (�. LO Ln LO us LOur LO ID 010 LOnutvr1D m Lclu7 tom. i4 tw N� t� k Imo. ✓* ri ! h= {�- tV !t. t.:. LL coCD IOS 00 O] h h t+: CO to CO D N W Roi Of cdR 0 `^-Ul a= LOLD 10 (0 LKl(O4710(tic0(0 tOLC)LO LO%DLO10 .f (0 (0(0uiuiui(010Lr,(0 uiuiaCnO vs".. C1 (*7 (+l c+1M MCJ f`7 MP7 M' C>Cl eh ("1 C1 TrY rL.. 0 PTNNNcN�fNNNNNNN cv 01N NNmN .... T T T T' V- T V. T Y" C" T T T r V. �Qyyy Q h T. T r T T T T T T T T V. r r T T T. T. tc=w.d . 41 tnt-coRtor•co c•ad • •co to co co co co 00 t m ru F— p J v > v > > > > > > > > -o > > > > -0> o7 C{Op OaOOOOOO OOOOOq1CDO tam pp o o D 0 0 0 0 0 0 0 0 0 o o a 0 00 t] A .fl .o .0 .o .n .o Sl .0 .O .0 a SI .03 .G .o L m CO m m m m m m CO m CO CO m m m CO mm 1>" g'SgggSgSte"ggggg'S'Sgrgsg 0 c0 (800cD(0(D (D CO CD (D0 (.0 OD CO CO(0 tr01TO Ln LO tO 4V. 0(04/0(T. 0(0(VT 0(0 tr0 u7 L0 NN T. T T T. r T T. T T. T T V. T V. V. TT T. F G Lt. U. U. LtLL- EL IL U. LL LLLLLLLLLL LLL U. U. U0 C) C3 C00 U CI 00 U Ci C) C3 C0C)U C) F A. CS Cl 01 Cl Cl 01 01 CS Cl Cl C1 01 07 Cl 07 Cl Cl 01 r V. ,T. ` TT T` IT VT IT IT T. r r r r m t`O N n Ol T O O O O M C1 cal C' 'V' d` LO N N N N N N Cl Cl C7 07O O O O 0 0 0 O 0 CO 00 C 0000 CO Ol Ow011 C0610 al Ol 01 O O 0 0 0 O O 0 0 0 O O O O O O O O E Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z yrNUl Fi in 0LB or; 0 r0.rD CO LiIC. LL Il U_ uLLLLILL r r 00rr0z 0UC0CJUC)C300000c)00 U uZ Appendix A Daily Field Reports Project Name: SCE•Newport Beach Project No.: 603404-008 Date: 812212013 Agreement No.: 20131283 Location: 1516 Balboa Ave, Newport Beach, CA, Day (check one): (fit R nii IRT FT jl El Client: Southern California Edison Co. Superintendent: Mitchell Oda Weather (check one): RSunny [—Overcast [—Fairly Other: Contractor. Clean Harbors Foreman: Rafael Vlllalobos Author. Chris Llvesey Soil Engineer: Djan Chandra Geologist: Richard Williams Project Manager. Richard Williams Field Supervisor. Joel T. Beckham Observationlfesting of: p lass Grading greotae Grading Crostgrading Other: Remedlatlon Equipment Working: (1) Backhoe - (4) Export trucks Technician CDL Hours 8.0 Today"s Estimated Yardage: Summary of operations: On site per clients (Southem 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 cleady 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, VB-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, A LEI GHTON GPiCAVP COMPANY DAILY FIELD REPORT Received by: Print: Date: Page 1 of 1 Project Name: SCE -Newport Beach Project No.: 603404-008 Date: 812312013 Report No.: 2013.1283 Location; 1516 Balboa Blvd. Newport Beach, CA. Day (check one): ©M DT OW F OS ❑S OT €5 Client: Southern California Edison Co. Superintendent: Mitchell Oda Weather (check one): EISunny DOvercast ©Rainy Other. Contractor: Clean Harbors Foreman: Rafael Villalobos Author: Chris Livesey Soil Engineer: Djan Chandra Geologist: Richard Williams Project Manager: Richard Williams Field Supervisor, Joel T. Beckham Observation1Testing of: • Mass Grading ®Precise Grading OPoatgrading Other. Equipment Working: (1)Backhoe (1)Bobcat (2)End-dump trailers Technician CDL Hours 9.0 Today's Estimated Yardage: Summary of operations: On site per client's request (Southern Califomia 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, H42, VB-36, HA•4, VB•40, HA-5, VB-39, HA•7, VB-43, HA-13, Va-42, HA•10, VB•46, and VB•50. Removal number 2 encompasses boring locations Idenfdled 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 substralght, 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 mirafl 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. ..m Leighton Consulting, inc, A LEICr11"UN GROUP COMPANY DAILY FIELD REPORT Received by: Print: Date: Page 1 of 1 603 DAILY FIELD REPORT Leighton Consulting, Inc. A OIGIFITC11 GIMP CCW'<IY Project No 603404.008 IC No 99- Agreement 2013-1283 Project Nome SCE -Newport Date 8/26/2013 Location 1516 Balboa BLVD Day M TWIF SS 171 n n n n n n Tech CDL Aulhor Chris Livesey Weather Sunny Hour 8.0 Cent/Contractor SCE / Clean Harbors SupI/Foreman Mitch Oda /Rafael Villalobos Miles 16 Feld supeMsor Joel T. Beckham Geologist Richard Williams Sol, Eng'neer Dian Chandra Observation/fest/1g of D MASS GRADING ❑ PRECISE GRADING ©POSTGRADING ®OTHER Equipment Waking (1) Compactor (1) Backhoe (1) Bobcat (2) Export trucks Today's yardage Yardage fo•dote Summon/ of Operafions 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 Na Test location Eievotion/ Depth SoA Type Optbnwm Moisture F!8IY Mdstute Maximum Density Feld Derrstty Re!. Como, 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 Pdnl Page 1 of 1 White - FI le Copy Yellow- Client Copy Pink- Client/Agency Copy Gold - Field Copy DAILY FIELD REPORT Leighton Consulting, tno. P° ecI No 60- 3404.008 3C M`o 94- Pf'dF1 It ,4,^, 2ot3 c2;t Pr ,.me SCE -Newport gate 8/27/2013 " 1516 Balboa BLVD Oov MTW T ES S ae Cl Ni C7 11 LLD_ CDL 4't Chris Livese W2orb' Sunny 3+ tt2 8.0 CfenttcarabDcrs r 4�+Jthem CCsiitotTiio EctsotR / Cia(af5 F=<artac✓s Sip JFcSremon h4tfe:.Yea' fig+ s�fRo.t& i�'i#r N:t?as tas,5es 16 raa$upe Sc Joel T. Beckham Geoio C Richard Williams S g eer Dian Chandra Ps IT ar: ❑ MASS GRADING 0 PRECISE GRADING DPOSTGRADING ®OTHER �_ E%i/omenl Woaiing ( I'Comooctor f i l back hota {Ij 8obuot t3) exporr trucks (3)lmpcn trucks Todoy`z yardage YorcWgt Sdote Svrn 7Wy of OperalSanS On site per clients (Southern Califomia 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 offslte. Removal bottom number 3 was excavated and mapped on field plans. The removal bottom encompasses borings identified as VB-21, V8-22, VB-23, VB-27, VB-28, VB•29, B-5, B-9, and B-10, The excavated material is stockpiled ensile to be exported Approximately 2 feet of 1,5-inch crushed angular gravel was placed and enveloped in rnirafi 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 rifts, moisture conditioned and compacted with the sheep foot vibratory roller. Test No T k<xotkan voTati TyCsaw M({pgr n Field Mosture Dens, y D ns y Rat 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.E 90 Received by Prot Page I of I White— File Copy Yellow —Client Copy Pink —Client/Agency Copy Gold — Field Copy DAILY FIELD REPORT Leighton Consulting, Inc. AtExMnp GROW ccWMT rxae[ 80- 3404.008 sG taa 99-aa.t2s3 �'+.uni Ma P,lt SCE -Newport r,e 8/28/2013 crcattuk Aulha' 1516 Balboa BLV© t7ay M T W l I j � T F ,Cj S S Cl R recw CDi Chris Livesey weather Sunny Hbun I 8.0 r,ntit.dnH'tiutxu Statatnern i a\fomic Edo t C ear' i.tcrnwa SULTlecremam hAahyg n+Efcr*f t',Adty sak V9t.Iolobas 1li dzttwi 5uoety —s Joel T. Beckham i�ealcs5�4s Ertae�,r Richard Williams ! Dian Chandra diYster.U'�natas�^9nt: MASS E pfit(3nF f t 1CQn"fpcx-`taiP GRADING 0 PRECISE GRADING ©POSTGRADING tn.'cks l3ilmp©d trucks .. ... ®OTHER, ..„ a ..�•, wauk;ng tyT P,tsckhor:* t1} Ha7ta:..Csi f,7 Exptyrf 1 Today 5 yada ga Yar o e rc- znt Summcuy of Opetoiions 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 reined etion 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 an field plans. The removal bottom encompasses borings identified as VS-24, VB-30 VB-41, VB<14,V8-45, VB-49, 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. rib3F AfC,. LSiGSfirN".vY rrev=,�"ran SSY'SflditU^Sd ty{S+'S 4M1+ 5!i1Se M;ti3ltfip rJtC4"`lnf4iYn1 tii'k`rY6Yq` FS1a Domty' Camp. $ir &'attiv*wcY txry fi P ge t ca 1 White — Flle Copy Yellow — Client Copy Pink — Client/Agency Copy Gold — Field Copy DAILY FIELD REPORT Leighton Consulting, Inc ^rb'"°"GROUP COMPANY Project No 60- 3404.008 IC No 99- Permit No 2013-1283 Project Name SCE -Newport Date 8/29/2013 Location 1516 Balboa BLVD Day MTWTF SS FIFIF g n 1 n Tech CDL Author Chris Livesey Weather Sunny Hours 8•0 Client/Contractor Southern Colifomlo Edison / Clean Harbors Supt/Foremon Mitchell Oda/Rafael Vlllalobos MAes 16 Feld Supervoor Joel T. Beckham Geologist Richard Williams Sal Engineer Dian Chandra Observoton/Testmg of D MASS GRADING 0 PRECISE GRADING DPOSTGRADING MOTHER Equipment Working (1)Compactar (II Bockhoe (I) Bobcat (4) Export rucks Alma ort trucks Toddy"s vordoge Yardage to -dote Summary of Operations On site per clients (Southern Califomia Edison Company, SCE) request at the notification the contractor (Clean Harbors) to observe grading operations during the designed temediation subject property. The stockpiled soil generated during previous grading that occurred on August 2013 was loaded into export trucks and hauled offsite, Removal bottom number 5 was excavated mapped on field plans. The removal bottom encompasses borings identified as VB-11, VB-12, VB-35, VB-38, HA-3, HA-6, and VGW-3. The excavated material is stockpiled onsfte to be Import soil fill was placed in thin loose lifts, moisture conditioned and compacted with the sheep 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 to the placement of mirafi geotechnicalfabric. of the 28, VB-18, exported. foot of and prior Tesf No, Test location Devotion soil Type: Optimum Moisture Field Morsture Mosi,mum DerSity 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 Rece!Ived by Pant Page 1 of 1 White - File Copy Yellow - Client Copy Pink -Client/Agency Copy Gold- Field Copy DAILY FIELD REPORT Leighton Consulting, Inc. ""'°"'"°"°'"`°°'"" Project No 603404-008 IC No 99- Permit Na 2013-1283 Project Nome SCE -Newport Date 8/30/2013 Location 1516 Balboa BLVD Day [-1 r1 El n M n n T ecil JWJ Author Jeff Johnson Weather Sunny Hours 5,0 Client/Contractor Southern Col%fornia Edison / Clean F1arbors Yupt/Foremon Mitchell Oda/Rafael VUlotobos Miles 16 Fe[d Super4s Joel T. Beckham Geo'o st Richard Williams Shc Engineer Djan Chandra Observafion/resling of: O MASS GRADING El PRECISE GRADING OPOSTGRADING MOTHER Equipment Working f ;)Compactor 11) Bockhoe (1I Bobcat (4) Ex art trucks (8)Import trucks Todoy's yo>ooge Yardage to-doto. Summary of Opecottans 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 remediaton 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 fill 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 E1B"'0n � Soil Type Optimum Moisture Feld Moisture Maximum Density Field Density 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 Page I of I White - Pile Copy Yellow- Client Copy Pink - ClientlAgency Copy Gold - Field Copy DAILY FIELD REPORT Leighton Consuiung, Inc necor°°I`°"`°""^ 60- 3404.008 99- 2643-1283 SCE -Newport - 9/3/2013 tocoran 1516 Balboa BLVD Gov MTW T F SS El RI E n n n ri Tech CD „W. Aulhar Chris Livesey Weather Sunny Haug 8,0 Stzvtnern Co&lomta Edison / Cecn r+artxm Nx:;G.g+erk= t. cioAkkota,l V"rt ssatms 16 ri35UpkbNHCb Joel T. Beckham vco=.a»st Williams 1�e"'Err�k>eCr 10jan Chandra Rfchord „MASS ng GRADING 0 PRECISE GRADINGOSTGRADING (OTHER_,r..„,� Warkng (tj Backhoe I1 i Retinal ('6) E*p€rl trucks (4ilmpo+t hu+;aes E`a+.uprvtanl (!jCornpacio< 'odrn's ynrooge Yar,3oge to-daae d,�rtunaryot Operations On site per client's (Southern California the contractor (Clean Harbors) to observe grading subject property. The stockpiled soil generated during 2013 was loaded into export (nicks and hauled offsite. mapped on field plans. The removal bottom encompasses excavated material is stockpiled onsite to be exported previous areas excavated and backfilied,Jmport conditioned and compacted with the sheep foot Edison Company, operations SCE request at the notification of during the designed remediaiion of the grading that occurred on August 30, bottom number 7 was excavated and borings identified as VS-3 and VB•3. The stockpile is staged on visqueen over placed in thin loose lifts, moisture previous Removal The soil fill was vibratory roller. Test. No. Yixa¢ 4CC:.'Nvn Et vea n - ""aa T./2'rei Octewrn Mafhire 91fl anv'ttae .keawmum Gmn ay �xte3it Gprm+ty Pet.. CtMt+,. CF-11 1516 W. Balboa 8 1 7.5 8.3 135.5 127.2 126.7 94 94 CF-12 1516 W. Bpiboa 8 1 7.5 7.9 135.5 CF13 1516 W. Balboa 6 1 7.5 8.9 135.5 133.0 98 s: cy r,, ;"aae 1 White - Filo Copy Yellow- Client Copy Pink - CO Agency Copy Gold - Field Copy DAILY FIELD REPORT Leighton Consulting, Inc, "206,11°`°"°""°""" P,r�, t 60- 3404.008 � �a 99- ) Pv�nrW;t tea aata rasa Prow:, wry SCE -Newport 9/4/2013 a 1516 Balboa BLVD M T W i' s$ fi [ n n n n n 1 ah CDL Author Chris Livesey YtEa# aS Sunny td4Sva� 8.0 CSenr/Con7KIF Scotism Cu.##cxn:a Editor' / Clean Ha•bc rs S"^vt"'Ybk emo.O a.#ltch®it titio rt ra " V38Wtvt7os 4EW$5 1 d Fit!d Supen'LSUr. Joel T. Beckham fieosoysd Richard Williams SCxd Fs+:9a'�el Dian Chandra QbSe v Itfll'Fffi.YS2ry of [ h4ASS GRADING PRECISE GRADING POSTGRADING OTHER 7adf➢y's yoaxfo$ trucks (8)Import hocks Yorctaje to.date Ea#wr::ti;Yrp i l lComooctor {I) our„khoe (1i 8obc of ill Brood Summary or taperatiare 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. 8 3. 8-4 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 backful, Te># No, 3`a'S1 tsh^?YA1t5fl E[ev#a#icnt Sod type h{{A8h#?Pi Ma Moisture Cenbtly Field Density Pel. G0.mp. CF-14 1516 W. Balboa 5 1 7.5 7.5 7.9 8.5 1355 135.5 122.1 90 CF-15 1516 W. Balboa 6 1 123.5 91 CF-16 1516 W. Balboa 8 1 7.5 9.2 135.5 122 8 91 R9cti°YeCI by Pr1nt Poo e t of White - File Copy Yellow - Client Copy Pink- Client/Agency Copy Gold -Field Copy DAILY FIELD REPORT Leighton Consulting, Inc "`a WONGROUPO°"'"r` Prolecl No 60- 3404.008 IC No 99- Permit No 2013-1283 Proled Norne SCE -Newport Dote 9/5/2013 Location 1516 Balboa BLVD pay MTWTF SS Fi n n 61 n n n Tech CDL Author Chris Livesey Weather Sunny Hours 7.0 Client/Controotor Southern Ccaifomia Edison / Clean Harbors 5upt/Foreman Mitchei! Odo/Rafael Vilialobos Miles 16 Field Supervisor Joel T. Beckham Geologrst Richard Williams Soil Engineer Djan Chandra Observation/resting or: ❑ MASS GRADING 0 PRECISE GRADING ❑POSTGRADING ®OTHER Equipment working (1)Compactor(1) Backhoe (I) Bobcat (2) Export trucks (8)!moort trucks Today's yardage Yardage to -dote Summary or Operations 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 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 Na. Test Location FJePih Sort. lyre Optimum Mthlure Field Moisture Moumum Density Field Den&Iy Ref.. 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 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 Tracking Report from 8/4/2013 8 AR M m C 00 UM O S U 05 CAC002741293 SO26935 N CAC002741293 F= s V r 0 07 c 0 w t- nn. °Pe - �� UNIFORM HAZARDOUS WASTE MAIHPEST t ANumaar c c. t� .lgl2ta 2Pag,. . 8t •gariyfteapasmPf t' �ovss. • �/ 4 a. Tracking Humber: 04894876 FLE.. 5C kamoar:! Purse bS�Atbata{ZsANamSaheP . 1s C 4 T 6 14 A W.)1S014 GO. 3r i r Av AR :-N: w4 E 457E G tfttR. iat3E 11~k1y MOt �t�M,G ct3 � T PtD�p 99y -ZMI Z7$8' I._ '. CA rtZ56 8. 7ftlirpeAYKwmH . s, ,' U.S. EPA ID hkaiimr sZ au }t�tTt's n 1Ts©NSSCAAC S I 4 oO43 att t7 U.S.. 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GM 12 01 08 23 13 78980 lb 0 ]b 7A 78980 lb NET 231Mu5/2013 14.15:5S GROSS ]bs.r TARE ]bs. NET Its. GOLD - Operations Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of knolls Grantsville UT, 84029 UTD9913D1748 (435) 884 3900 CERTIFICATE OF DISPOSAL Generator Padllty Name' Newport Sub Sates Ordei Generator Address: 1218 S. Fifth Avenue Dale Recetved: AT7N:1NatnrfWaate Group Monrovia, CA. 91018 Generator Gontacd Name: 7 PA ID: CA0002741293 Load* 93008552 Manifest # 004894676PLE Unit Soria !#t Material Disposal Method of Disposal Faclll• Custom 0ncrlptlon Date Disposal StateralleFLE-4/ PCB Satiths Far Lan= s2Y2013 Lanai Dreary Under C vtl and Cominat Penalters of Law for the making or submission of false or fraudulent statements or represaM2tians (18 U.S.C,.1001 end 15 U 8:C. 2615),1 certify that the. Information contained in or accompanying this document is true. accurate, end teta. As to the Identified section(s) of this document Inc which I cannot personally verify truth and accuracy, l card hi as thecompany official having supervisory responsibility for he parsons who, acing under my direct Instrucsono, made the v011014on that this Infomadon Is Imo, accurato and compkta. ay, Saptember04, 2013 Date Page 1 of 1 UNIFf RM RAIAROtlDB WASTE °.9.catro�tl' w�Sst 2Pe;e 1 d & y . Pry d. tluuNst Traeidne Number 004894877 FLE .thinter US ( C EPA 1 t 1 Eat.. -miL �Y, r r wS 1 '4 F 0 44 ir= i s f4t`d'4 04S 60T 5diaf PIORaSNppY:gt m4;:'ttamrd t1a50.1DNwNf35 W&sblkkaa NM . ere P f3raF{Y9.ay)} a Ne,. T}'Ps pdev6,y u"JJd. 19. ' z64 �Ia + i Y i 94949 {( . 15, GENERATDR'.5PtiFPEWfl GEUfl A71GN: YMn*decarti P?*D3$itdE as nd d -. MD, M3pfl4*Jna;nc. a 'sd;. makal iva0 ras'G`Yd%tr; ca�&i nkv to rta ucY�gb ibn rsd 1 _ :"`* cotnt a+ntaye lmn maP r ,; .�s: /•lwi Batt dfi tV9r5 :. . mMsvn to ffie dme EPA tlrGert d. 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J� O(w,+1`.(e//fylaO/Pjw'aV+j}A's'@Y' f)Fji(bM01{eCglryS/�jdl"4J)vjl`d(7ddM/f/n/)2,}9'.*df6tave(PdEy NR(yma$tiPcffaClgoyQlOd P,fR(M(�IBJ)bjj�,((/s t (?d1.fl ( 1. re to i DESIGNATED FACILITY TOR AD ZMSPOSAL-DESTINAT STABIUZATION E DATE RCRA CEU r" LOAD TRACKING INFORMAT#� FINAL CODE ba GENES OR Tt3R SIGNATURE RENEWED LOAD COUNT (RAIL ONLY): 1 2 3 4 COUNT DATE GM 11:48 08 23 13 788$04b GROSS 0 lb TARE 7 30' lb NET 23/Ausl2013 14:12:20 GROSS lbs. 78880 TARE lbs. a 31820 HET lbs. 47060 I \ WASHOUT; Yg52 NO ASHOUT 1NFORMAT TYPE: INTERIOR E1OR WASHOUT SIGNATURE DRIVER SIGNATURE DATE SHQUtSTA 'N4 D Clean Harbo s Grassy Mountain Facility, Tooele County, Utah WHITE'- Pack* CANARY -Generator PINK -Transporter GREEN- Recetvirig GOLD - Operatiogs Generator Addms Contact N Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Kno#s Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Newport. Sub 1218 S. Fit Avenue ATRN:WelerMaste Group Monrovia. CA, 91016 Sales Order,.' LF7T81887 Dale RaoeNad: 8/23t2019 Generator EPA ID: CAC002741283 Original Date Remove d Unit Serlal #1 CH ID / From Servlca Type Customer ID a2212a13 CM 004891877FaE-31 PCB $ ids Disposal Method of Date Disposal 8/232013 l.aadrie (18 U.S.C. 1001 As to the g supervisory and complete,. Page 1 of 1 s Fart A iltat41008. 20.5043034 uNwoktrmanoopst WASTE t*IMWEST 1. 384.8)18441,1f , eAr atryz,74if; . •' 2 plot I of, 1 Erfnof at 5448rel Phtt's ' . 4.441?-1/1 . i ..006533488 F E S Ger448844 Sao art Man -4484488 4601-rnieft,Z bettotroPOVA 0600 Catie 0 , &ALBA .1% mis s•ftvr tiortotwiregiatsrfaca . a 151.6 . LA' .... . 141i 2,14 1 2.7gre i - AiwikflijiT 'ftzerp,A *72443 . 8, Dansportfir sk4 484 • ' ." ''''f'• U,S5 SPA 03 Nuirter , , mit,944". ‘ !Cattle° igi 5 0 , . . , 4, atemtm.b. 4 tetAlef444:4$ t$245$Y-$41)141A IS! L.U. I. i 1 rhiLAS t404* Of .14113 v ei i • - 6"-*41-Ir700 I . 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FB V OTHER OPERATOR SIGNATURE can Harbors Grassy Mountain Faci3ltq Toaefa County, Utah WHr$E - Facility CANARY - Generator PINK • Transporter ^ GREEN - Receiving CHI ROe GM e ET 14:08:44 47380 Clean Harbors Grassy Mountain LLC 3 Miles East? Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Fadtlty Name„ Newport Sub Sales O der$: LF7781697 Generator Address: 1218 S.Flfth Avenue Date RacelYed: 8129/2013 AT7N:WatedWaste Group Monrovia, CA, 91016 Generator Contact Name: Generator EPA ro: CAC002741293 Load A; 13006551 Manifest #. 006533488FM Original Date Removed Unit Serial #! Material Dispoeal Method of Disposal Facility CH ID # From Service Type Customer ID Description Date Disposal 33255740. 8=2013 CM 00e533488FLE2I PCB Solids For LmrdMMl 8/23/2013 Land00 Grassy Mountain, to Faciay Under Civil and Crlmtnel Penalties of Lew for the maldng or submission of false or fraudulent statements or presentations (18 U.S.C. 1001 and 15 U.S.C. 2615), I certify that the Information contained In or accompanying this document is true, accurate, end complete: As to the. identified seceon(s) of this document for which I cannot personally verity truth and accuracy, I certify as the company official having superviscry responsibility for the persons who, acting under my direct Intrusions made the verification that this Gdormallon Is true, accurate,' and complete. Authorized Agent nesday, September 04, 2013 Date Page 1 of 1 on eine (2-99tc,}t UNIFORM NAZAROOUS WASTEMAMSEST '" t, Gerrs1&tNun'bar G�GCt 2 i I Zit .. 2Page ta # -314 I S AManifest Tracking :lumbar• 006533489 FLE 5 GanaatotaNamea.l MaYrq Adders c' armor's Sa,Addtessijrd Brant thanaddfeas 4aCT t��t a ct a tstss. �1214.a3v. tht T 1--titlingt. twdtp aj tZ.t4, t E. .dt,`(taa,,+P�t ie C tp, slag. :t2t3 1-sac.4 rtf 1 Generates Phu*: 111 i4•'P' i !-.T..y :` S. Tmrlwoder 1 Company Name US EPAI0 Nwtr ' gectAt-'4444..• 4-AC)r.!. r i 14, teat ;et) ,. i�• 7 ToripatIt2 CanpaeyName: - U.S. EPA ID Numbe &0emanated Emig/Name andslt Addams , . U$ EPA ID Number ' 'taw 1+1 1=0-47..4. dCso t.4.— M% $YY. , fir td �✓n^ Ff` ` ' FPhon> `.�.�r�-;�t,en1 f }d;1� '',C.�"`iJ... "'"7i'!- 1 A '3 k pa... &i' US DOT 1. Pvpar ng Nero. HazaSCNumfia. ID. Camtnacs 11 Tpte[ t2.UnY w paM3n6 Na Typo. OualtNy WtN� 13.Wasfe Codes .•1"^''tom ply/�dp✓"YI}. 1.: ?"46 'LP+s�t,s 1Nf:i WE '�-ouitp { toociV-,• E.b 77m • /• 14. Spacial Modem Instm donsandAddticnal gtbrma8on t ." OZtZ g a,- tea x 15 GENERATOR`SOPffROR'S CERTIFtCAT!ON: Ita+Ebyd mt'+.atY, axKeatc oftldscatleigmentare;uflyattdaaurat ydegttthad'a6w2 Nyihe' afj Ev 1ppinp;on aldare clasvA'�, packged, .''` marked and Ithal,deplaclatchtl, artiste tna attmomillPrape eorua t raanapMadcarSng toapp3m IeA.mmaBona' aa0oM gwxmmentm ra .%expmtshjmceatantl Iam kre Primary Ripener. 1lerldytheiteran1st utthis ewentanneintsnten toihetamisa30ae s4BCFatl EPAAc afCmreenl. .. , .. • . 1tmNy NmlRmwaam panararaimm matencetWentAad r40t Ri8221(s (iI ama�arpequan0ypstwakx}a•{C}(tIsm 4uand!y bu}bbue. . . aremt PlakdtrypecIName e, Smamm Momh5 Oay Year, ..r 1S lnteraedofaRSNpmenb �M t'#rU.S. ❑ Export Sem U.S, Prxto(aMry%x' T slgnahme9arex0adam0Y}: Ei kavbyU.S.: ft Tamperer,AdaaslA�m doiRec. tofAta a .„.« �, ,.. Transpormrt a j Sgnamm A1pnth Day Year 19a pra&r2Pen Name.. t✓" /' !Auilh Dey f,� DESIGNATEDYAQILITY --=+ 18a.IXspisparsy mdt*rtSpate Cl r tH. ate... .... '.. ... . DR ue ' ElsrOaiR SGian ©Pa#Re7 h. Type r1 a ,. n Maiatkstercnae'Nunber:" 181S.AIfemele (ad'y leg Genera4� .. U,S. EPAIP Nuadser, Fap0yy"3Phptc• - 1 . ... •. i 13efi1praWre atNtesna.FaaYay( rGenerator, .• . c A1a1(h jj Day Year •..9 19. HazerdcsWasle Report Mx.apsmantteOmd CaSas(.e, ccdesrar'hualooswase trealnµnt;&Nosai Tod recy* systems) . ,. 20.0es 'edEaty0rmaror.Gwen,:. Boston of receptor hazardous males covered by the merestexceplms2kt€Ulnflem Rf Nmn@ • ? B /t Aay ear edf°ces are obsolete. 'DESIGNATED' FACILITY TO E R ' LOAD SUMMARY RECORD ‘N. LOAD DISPOSAL DESTINATION STABILIZATION RCRA CELL A CEI POT StABftJZAflON LOALITRACKIRIG INFORMA ON ED Enkt. CODE ". LOAD NO. N ORDER NO. M O. AINER NO. (E)/ RAILCAR NO. Oo4tAINER TT TB V OTHER LOAD COUNT (RAIL ONLY).. 3 4 , SGNXtUR AD WASHOUTINFORMATCON !ASUOUt NO INTERIOR IG AT DRIVER SIGNATURE DATE. T 4.‘ WASHOUT STA.' s„ 11:52 08 23 13 77200 lb GROSS 0 lb TARE 77200 lb NET 23/Ams/2013 13;50118 GROSS lbs, 77200 TARE lbs, 32140 HET lbs. 45060 '1 •?tOMMEN CI an Harbo s Grassy Mountain Facility, Tooele County, Utah WHITE - Peary CANARY • Generator PINK - 'franspocter GREEN". Receiving GOLD: Operations Clean Harbors Grassy Mountain LLC 3 Mlles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator FecUity Name: Newport Sub Sales Orderlf: LF 781897 Generator Address: 1218 S. Fifth Avenue Date Received: 8/23/2013 ATTN:WaIeriNaste Group Monrovia, CA,91016 Generator Contact Name; Generator EPA ID.. CA0002741293 Load if: 13006550 Manifest!: 008533489FLE Original Date Removed Unit Serial#! Material Disposal Method of Disposal Facility CH ID # From Service Type Customer ID Description Date Disposal 33255739 e//22013 CM 008533489m.6.1/ PC8 Solids Far tandlBt 6/232013 Learn Grassy Mayan'''. UT Fad➢ty Under Civil and Criminal Pennines of Lawfdr the idaidng or submission of false or fraudulent statements or representations (18 and 15 U.S.C. 2615), l certify that the information contained in or er companying this document In true, accurate, and complete, As to Identified section(s) of this document for which I cannot personally verify Truth and accuracy, I certify as the company official having su responsible), for the persons who, acting under my direct instructions, made the vanflealon that this Information is true, accurate, end Wednesday, September 04, 2013 Authorized Agent Date Page 1 of 1 MEGRM HAZARDOUS 1VASTE MANIFEST GenaralarID Huniaer >r A' C.0 0 x 7 � 4 3 .Pageid . 3. (soo) Reiman Phan, 483c"t .$:. 1d L. -F LE S. Gevce st.rs '-reaaa g ;� ,,'. - "ta5ite. aTe' Sun ra..1ea5Q, ' 29. 3. fiis3r tttFe ATfN;W t ia?txtU} . .b` fl 1btt� i4Hmrnwa l5 t ii paetSe CA 63 GaneraIMs Panne ., 1 ' c�'. 6.Tm15p3rari Company Marna .' U.5.5PA6l tksaber ,g' �+Y'�i� s� �✓ ' �rt?nxA + r nkxt1k Sii " i.0 i tl 2CamPaaytt rn r"-F mo r US I;FA Nwsh� ,. Len tCtgp�a�yxt Hariwt`xl3t stt Ftyn4aiirkS.ty.0 . a3 T , S 3`#t , i + 3a' • ;', . `'. ea. 9RUS,DCTDaus glyraner ., Daaa,� : to a tt km: t. i. `• Hsa. aib�*a:A2+gGrarp¢A .tom `.� •. LVZ . .,. NqN-R4RRlA2pUaTE.#{D.iil3tiT ii3Giiiiki hSSU ib tjP' Il 3i}�,SOUDWASi DERRIS NG '300 PPM PC8 WUR EOIW I 7G SdR 11 i. arru usor :x , ,.µ• 15, linJARATDR VFFSFOR'SGERTIFIGA,cM C,a datdiaw Q.;cenuteimentere LOY ers meet ire IN6ele&pi he imponam ernm p.'1D9a36r+`nr air Sa+lprMs},'gtiern ar. i m4�aPriMsry':=. Eimiahlte.deldkeaar>ay. tAAawietirentot lona14 .,; t[ ST Ma pietrisimeaten-.l CiPZ127{e)IFt9nsb a 99p generate) `n .fpiaax+a v.yype,I, iF •. .T I 3 M1 1r—^ tS tg ❑'hv;z:,t MIS, L.1Ex.,ed, oraUS ear:etarhySt. El T .. re tFor• Da'WM'h90.3..: • 17.T . ;� M. )r } r{ 1 ,toff.!y y�i}�,�{ J{,/• y�. } ) f ,J� '4'ic`/�(' k[�S�f•i�.. 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TYPE.: NO R 9-74•43 DRIVER SIGNATURE DATE 47,801 COMMENT Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE• Facility CANARY -Generator PINK •Transporter GREEN - Receiving GOLD- Operatlons enlace Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 LIT0991301748 (435) 884-8900 FICATE OF DISPOSAL Generator Faclily Hama;. Newport Sub Generator Address: 1218 $. Fitfih Avoiue A'.T14WatecWaste Group 1alone,.vSe, CA, 91018. tot Contact Name: Sales Order'{: 117781697 Date Received: 8126/2013 PA ID: CA0302741293 Original Date Removed Untt CH ID # From 8ervICe Type C D Descttp Load #t Manifest #: 3327471? SflI2113 CM W%59096FLESI PCB S44 For Lenart 04261013 90928FLE Method of Disposal Facility Disposal Lamers &SUM Under Civil and Criminal Penalties of Law for the making or submission of false or fraudulent statements or repmseMatlone (18 and 15 U.S,C.. 2515), I certify that the information mntained in or accompanying tNs document Is irue, accurate, ar Idenitled section(s) of mis document for which I cannot persmsay verify truth end accuracy. I. certify as the company o responstritrity for the personswho, acting under my direct instruction, made the verMostion Mat this bdorma5an k true. accurate, Wednesday, September 04, 2013 Authorized Agent Data Pagel oft UNIFORM HAZARDOUS WASTE MANIFEST in It OM ARDOUS W P01040 PCBS,S 300 PPM FCN 5011 are otis`cie�' priare pemr@s for at t Paae 1d 1 4 Oat Num**rr, 006590927 FLE TSF 261 •• °tlES(G 7Eq"FACILITIYTOGEAIERATOR;'. OAD SUMMARY:RECORD II STABILZATION LOAD DISPOSAL DESTINATION RCRA CEI I TSCA CEI L BlP I1 SPOT STABILIZATION LOAD.YT GENERRATISF1 D ORDER NO. RACKJNG INFORMATION t: LP-7 1 'I ai TRUCK NO. 0 AINERTyPE: 6EO G TT FB V OTHER HAULER DRUM NO. 65,91-74-1 CONTAINER NO. (s)/ RAILCAR NO. SIGNATURE LOAD COUNT (RAIL ONLY): 1 2 3 4 COUNT GM 7.21 03 26 1'a 79700 lb GRE$S 0 Ib TARE 79700 lb NET 26/Au3/2013 09:51:06 79700 TARE lb s 33180 NET lbs, 46520 AS PASHIOUFt INFORMATION TYPE 0 INTERIOR 'PRIOR WASHOUT SIGNATURE eviti DATE r5'•ZG •63 DRIVER SIGNATURE DATE ' ITEI Clean Harbo s Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY • Generator PINK -Transporter GREEN - Receiving GOLD - Operations CH1200 . xtean arbors Grassy Mountain LLC 3 Mines East 7 Miles North of Knolls Grantsville UT, 84029 UT0991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Fade% NNewport Sub Generator Address' 1218 S.. Fifth Avenue ATTN:Water ssteGroup. Monrovia. CA 91018 Generator Contact Nausea. Generator 6PA ID: CAC002741293 LF7781697 8128l2013 Lead 4: 13006570 Maniteal 006590827FLE. Original Date Removed Unit Serial #F Material Disposal Method of Disposal Facility CH ID $ From Service Type C'ustomerlD Description Date Disposal 33274715 er132013 C74 00e530a271.e / PCB Sok %For Lardfd BRtHT013 Landes Grassy Mounkin; Ur Fad*/ e making or submission of false or freudu a[stalements cr representaltdrs (18 U.S;C.1001 contained in or accompanying this document t4 true, accwats, and corn trot personaly verify tutu and eecu icy, t catty ea the company official hate wapendeory. direct instructions. made the verification that this infi miatton is We,accurate. and compete, y, pep Date her 04, 2013 Page 1 of 1 UI�9FQRM FtAflJWOL'S WA&TEdtANIFEST i` r { n974 2f•r ar9U A P�mrt i�9 A4dxryitasa 00.6l I�n kiy�n Namtma 0639 FLE CC s, sNaam S ATTh.Wattr' rite rai+a 1¢ e r CM)i49 $ tGAS?� . Tr TCam-e, w a us Aro 7laxaspr# Serv%> { .OAR0OOSftt5r30 i Trar�Ra'tw2 ,'; x US.EPAE'tNtmdx-.' GieeattSlarhnisGn5s (� U9. EAA%iNUWKe oerss is ti i!Tv 9 x #}' ?48 s fie: ire 64O 48. Bs. U8 O6Tam . :.... 13.Wasie Cods§" .; Pe tlmfitP$nkll .:.. HAZAR OUSVI S1E: � .it rsN-OO ,' r�s R VI.A fcri id P#i�3 Ft PLt4i . SltD # 3(JMING>sOt1»t* IcasaU . DE R s snit , t► 9fi: GEtaeA&TOWS OVr5I1C8'SCERTWICATl i;3 t.lthn aga60t is '&( ad i aipi►�A'sls' one. En9Ufl as , idINUI n,aPet. L mnanaale mcsp lo' ' n'abo'. to so w . u lsr s lm^r®rrrr laerrrt dw A 1 asrdylhacsra mrUnu1Ssn m40Cff2 'G2"i,c.FI Nrr x a'g..1a ly ar �th)(11 cet r a Y tjlata,9: , Pn. 'ho¢awarrn ( -rawts .r le+F ,. tP1 48.I YPm dNs± ot_INt.orl U.S. e•. ;.,..lE�gwrthw9US. PatMaII Tra+s ciirralynaWro ar expo' "9': tksefeaUS» ; TR ANSPORTERl 1S.TrLM14,%1.-- kn:.M1. Qm& cfRec6Pcl MJ'en s - '� i.,. i t Ratu,7 liked Arta ... � � __. a ..-w « ,_ -- >fipnth Dey '/�y I `i'� <� ka��r 1✓ I 1•• < DESIGNATEDFACIUW r� sxu,aaaFaa4xtwvtxoYtt; , . US. EPA9?truo -. is RSPa rA E4atla1C3 • s. ctlaertxhua awswas aw vd�gaks4 S sH4�32 ' 20 FaC nU.'s rC?aa 1NleGe91�'ha:'vdOus anatm t anuebbp 9+6mR�i1(ataxrRp1 exmAbd nUam 18a ,. , �}(� J ° {../f( fjr Pr4�ffid. Nwna --} j (/' Fdanth tlaY Yea Joe C u ti � 1� 4=� 4 r�1` r.t' < , i �U `7,V ' i EPA Form 8 A22 IRev 8�85 vlaU5 adihons ore obsGIete. - •. ,- 11FSIGNATgi3TiCtl.l'IY TO. GENERATOR D i aeeeut theinste P DATE GENERATOR" qeAl. ORDER NO. LF1-181SZ. T STABILIZATION LOAD NO, 4D «Yd57 HAULER DRUM NO. TRUCK NO. CONTAINER HOUT. V OTHER H RAILCAR NO. e WASHOUT4NFORATIO UTSIGNATURE DRIVER SIQNATUR TYPE: INTERIOR LOAD COUNT (RAIL. ONLY): 1 2 ExaR DATE P -Z7/ DATE VASHOUTTSTi 27iAu9a2013 TARE lbs. NET lbs. Th660 32960 42100 ITE k Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE- Fedlity CANARY - Generator PINK • 'Manse ortsr 11, GREEN • ReceWng GOLD • Operations CHI aos Clean Harbors Grassy Mountain LLC 3 Mlles East 7 Miles North of Knolls Grantsville UT, 84929 0TD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Sales Order#: LF7761697 Generator Address: 1210 S. Fifth Avenue Date Received: 61272013 ATM:Water9Waste Group Monrovia, CA, 91016 Generator Contact Name: Generator EPA ID: CAC002741293 Load R: 13006679 Manifest 4: 006590639FLE Original Date Removed Unit Serial;1f Material Disposat Method of Disposal Facility CH ID 4 From Service Type Customer ID Description Date Disposal 33295e4ft a26/2013 CM 006590S3aFLEa/ PCS Sothis For Landfill 8"2712013 LandfQ Grassy Mouniain,llr Facile/ Under CM and Criminal PenaNes of Law for the making or submission of false cr fraudulent statements or representations (18 CSC.1001 and 15 U.S.C. 2815), I certify that lhe lnfonnalion 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 bulb 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. Wednesday, September04, 2013 Date Page 1 of 1 Don WA3T& MANIFEST s 1 � � -. 7 41. 2 8 $ 2 tuT s 79.0 i fy+ � * is9. Rfnthu�P.nvtBn�tu,�e ��tlg+.fi sr Addmss .„ �^ .°. �8 ivg(.'aa f� t ntd+enanri+bi9eSdnaal . AF 14.Waterf Gam" a ft n �ygp�+y 4vmt ' ,. f\vsxµt'Jfi,Dtd1#Y. i�LRDV r•• ,. S. `! Go P.. VbS, ER* liernetlal Transportation 1 CArt0003935isO 7.T 2 �ainL " f anH orsO C C# 93 3tY ?48 3 M4Qs East 7 MReMa tth Qf KtanAs Fa shawnm; d4 1884-Y�6a0 ' W ea.us.fjoT Q aroa •+aaaaarra�e.wrnraroaa�,Fa'xuater. ,1.Tasi t 12.cti•.0 '' p arvlaeddrta Cnava•ttaml)1 tyd; , ,' 9ua+itlly ta.x" acorn tN-RCR HAZARDiiUS WASTE. SOL D, (€ 188 pOT j cy 261 Pr .. ,. f. CoETJERAT;}RffifOFiYYiWC&CEIYtIFICATfQN,I dscfa ic:t 3'C •.�. #: sat aMriebYro: sh a�S m�ae qwj �.+tw .w.a J„. mare INSA atpmµ`&rt:c nnfp"ceasPdB rw,.., BetE f�+j, Kexaats uta�iitdart7taff t - per.n.I 3 an l ,.d. J'. :. combmibU ro�uu(abat i1dEAA iatC' it y Wtarc� - &t40 CFR 262,2TSa 0�tmne ja4 �aYRa SdX{�1i'W 9 j riva. ) � ©YrtpoltlnUS, .L..]Erputfront U,B,' PtuSatncyrorit" . Ttansrcrtdr akraGue lID' ex cnsoraY1 Dap eatfitg 3S.:: 17. nonspw"Ackno» fdR- ptaf 41 Midi day v f 1 ... 4Lr�>�y� Otzatao �'amtdRtbdio, L.•YF�Ra}>e;�cm . ., .. ,..,.._.._..m. l3Cikey ( YCtt° 1F,fitcrisnWolto RapxeSs000gortlt Metal Cr/dads,•cad%te bazadvdsa s^autma'a.S Sm, arvlenc�t','4 ey rss# 1, 3f3 2 , 19ax+grawd cacdYty nr Cbe'abr:Ca+bYkv5md effiazeMws n-•4 hosa2edp¢•thamerXesa ast lgt i . '' f i i LEI DESIGNATED FACILITY Ta' GENE AL SEMMES' LOAD SUMMARY` RECORD STABILIZATION LOAD, ISPOMAL DESTINATION ..: RCRA CELI TfiCA CELL SPOT STABILIZATION LOAD TRACKING INFORMATION RECEIVED DROPPED REVIEWED RDER NO, 177-7g GZ7-C2 TRUCK NO, WEICHTS I ` DRUM NO, CONTAINER NO. (s)F RAILCAR. ,CONTAINEfjTFPE: T7 FB V OTHER GRIDS MANIFEST MAILED LOAD COUNT (RAIL ON i 2 3 4 COUNT DATE G GM 111€i£ "'08 27 13 7SC00 lb GROSS 0 1b TARE. iSCOO lb NET 120 lcb.*_ MSS lbs. . 15ma TARE lbs. 3202 NET Ibs. 42980 IASHOUT.INFORMATIO HOUTSTA' WASHOUT: `:NO TYPE 1NTtinRiOR OR s WASHOUT SIGNATURE DATE 0 Z7 43 DRIVER SIGNATURE DATE Ely T 1<t QiA Clean Harbo s Grassy Mountain Facility, Tooele County, Utah WHITE - Pecltity '\ CANARY - Generated' cnsos PINK -Transporter GREEN - Recehing GOLD - Operations L-- Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville (T, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Faculty Name: Newport Sub Generator Address: 1218 S. Fifth Avenue ATM:Watertwaeta Group Monrovia, CA, 91016 Generator Contact Name: Sales Order# LF7781697 Date Received: 82712013 Generator EPA ID: CAC002741293 Load ik. 13008698 MaNfesttk 008590840FLE Original Date Removed Unit Serial a/ ' Materal - Disposal Method of Disposal Facility CH ID # From Service Type Customer ID Description Date Disposal 3328898"/ WW252013 t7T 33298987 / PCB Sages For Land89 81272013 Landfill Gnaw Mountain, UT Facility Under CMI and Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 US.C. 2515). I cert)fy that the kRormallon contained in or acaomparrying this document Is true, accurate, end complete. As to the Identified section(s) of tills documentfor which 1 cannot personally verify truth and accuracy, I certify as the company official having supervisory responsibility for the persons who, acting under my direct inabucdona, made the verification that this Information is true, accurate, and complete. Wednesday, September 04, 2013 Authorized Agent Date Page 1 of 1 ryQ"�rf HAZARCQUS t- s¢ #m~mea , _ 4_ i.P,a�xtof 1 3, 1� O a ',. p. +g it V �3 i ' tE &7 #1 rtSu3s S.F Av wnae Ti2#r terll6� ste rain 3L� to o BNd $�Ia ^C�SB {ti6 1. • tit441aktH iaCA92 "'.. b. Troadoodeti Companies* • US..E!'AIQNambm t '- Remedial lhatisp unSeraicas' � GAR8OOE,$2t5Sri 4 C 3 ' . f NaiptSnaxActEmat •• Us EahRr . ata4l 6orsfm it4�wntthttLC tiIi1 S 30 4S s tfc�ritmf #[nails ge .US. EN;'fiDa:T,np?'un (kd&*g Prep# &$ tiar .? aa,'O 16..... • ftl. CwtlawxB' Tt, 7o 124 Mhi a Padh4 tYUnp'(danJjt ..... .:Yic: TSpa " gwntlry : Ul@NCL � , . .; `r• . RA-HtATEP%X}li9ill9W,fi(e.SUL1t}`{iN NDCi£ t} q �' „ A. iiltA4Fi DAcc IT` Hl •••l @ Ul4kl S}it' r ,UE RIS &£1fiiLr jyt t4.Speriu!!5 eaaAaStionaon . • •, .vASCE Q3i2$ „mN: t3, i4R'ixOPS RQRt5 6k¢ea�Yta"aflt .. d 4 a( +aMtb"WA1a BY YS4'##4%Pt0i hat4ai aA'+x �aa ". aq&S iT kKVxupa7 .baP aii2l r '.Ai &:F.exPGut& . kaHi ` �r f t R« $fit FP4 kYd I'd Ci sartt. " .. 3. - 9 t?tcwaNr. x - fl CPR2t2"2T#1 �+ana ; 8ie.. •. Atsasa fl ( f &Y.9ameCUral SNpxants )yt+4gn4t�.8: Eapoft PmtM� T:ws q*tNdrslac (fmarrfwatao* ri T RcWu^aMlA�KtdRxa?Qid . �a S Pammd fflmdk�aa a�rvh Cry' Yanr .. t. DESIGNATED FACILITY ->I t9a irtlz oa.5 s (` Dtj. , �Fwaidre - i� 1E61ectmry fu4Rr r - 1 . tAarat Num3a3;. r&b,AYttfmtafact`7S'(AA Gerfaia'ng U.$-. EPA IC t8a ca ''82y lmrGerwt4 a} . - M tth Cay Y r. .offiaticus 2D f fCw ,Ce.'tiicxGanxx p -w il�x'11z ..t,r MoaBt C,r Year '�d< a'` 1 IG3 OESIG 1 TO GEN AD DISPOSAL DESTINATION El I TSCA CET I SPOT STABILIZATION OADTRACKINGINFORMATION FMNALCODE REVIEWED WEIGHTS GRIDS LOAD NO. DRUM NO. NER-NO. (sy RAILCAR NO. G...T'f FB V OTHER $HOUt OUT No OUTSIGNATt1RE IV ER BIGNA•�- N >K• GM 7 TRH 75560 lb MET 09:C06:27 -MOO TARE lbs. 33160 NET lbs. 42400 INFORMATION TY INTERIOR EXt5iiiOR JT STAMP Clean Harbors Grassy Mountain Facility, Tooefe County, Utah WHITE• Facility CANARY- Genetator PINK • Transporter' GREEN -Receiving GOLD -Operations CH12e2 Si rereraor Contact Name: ;Iean Hatbois Grassy Mountain 3 Mlles East 7 Mlles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Newport Sub 12188. F1ID1 Avenue ATTN:WatsrNvaate Group Monrovia, CA, 91016 Date Received: Generator EPA ID: . CAC002 7412H3 Load a: Manifest is Original Date Removed Unit Serial SS Material Disposal Method of CH 10 # From Service Type Customer ID Description Date 33317474 Undar CM and Clmdria Pena and 15 U.S.C.. 2615), 1 certry 1 Identified seclon(s) of this doc responsib0ity tor the persons who DT 33317474 / PC13 Solids For Lunde0 w20/2013 aMrg or aubmis&on of false or fi n contalnad in or exompanying this canna( personaW verify tnab end accuracy my tilted. Motruclms, made the verification lhat. Wednesday, September 04, 2413 Dete Page oil Pi r. fined far use an Sete (12- lc h} tyDewrke'. SC PM 3/3/201,1 No vNIFORM IIp2ARnous -WASTE MANIFEST .tinKr mY r � 2. PT f of .. 8- Res a PF�in , 718 4.M ' 1` U 6 2 FLE - GalKmbfa&Ma Address (ddmgt8>a;a ma9ingadd.eas} .29. ` Fi{rhAv'earoue .7'ENz r/W sse nag23 .: -3 3i cAomavfis Cfi 9A B ' Ili a�ai13 $"s66�3' 6, Transporter company NSt " , U.S,.. EPA WNunted RetriedialTransportationgaemmmceS .. .,.. 1 eksaaoalsisao 7. TmnapOes(2 Company Name .. .. .. U.S. EPA ID N&1nt r 8,OesaratedFacl‘Nadle Clean 3�vhYes Grantsville. Fadit+s and SitsMAdress-. HarborsGirassy Me mais East 7 Mites Northvof UTS40225 ' Meet . in '404.F1AN0 .. US. EPA1D Number - Hoak 4 •, - .� :9a.. 93 US.WTDetGx,sEas(a:d+,dP ThvperS'fiiPPIINName,RazardG .it h§.ttdlar, MconlaM s 11'Rr�.. 1§. tka't ''13.4V8 HM aMFaddTgSt uD f?ffi'Y}i . ' Na. 1)1D4 "Oamngily'.. WWat Caks, 1 AIUtd }Zi itA3Sz� 3ti 31}$V� a 6i1€ia{1U�3�J T Ai {a#tA3Ei t rirsiaaILI P0ll4tltitGB,^. "in€ssi9s€o►�� FtiD tfil STE *BRtS &St?U... ; lJ : F tLr 1 r 14 02 16 GENERATORSIOFPERtW$CFRTIFFOAT10N: rrad(ed drdia'xlaG'dacYded.ald am fng@respaclsrfpmperiaa FpdRacice*tha[9reaonlentsdthista'14gMtaittmnIbm,b 1 ax6FjdlM Bea vras'srn ndzbgon sfa9dner0.idenv$edlt,46CFR2G227(a}($!&p86utgequan&ygnab'i FhereW dedme tlratfl nx.Mntsatexs o,s(gnaiemaeSdNandao st eatrtad above bXNreDropaea§j�pY,$nsma.andnda4st6e4.Da d .` mPorbai®OdlanthbP,Waw mtVTDSotMe attaGhedEPAfckncxkdgman 1 amralltp tea m4utt. ' Io�stiMardjsPMkdrfYPad . . . `wv, / AS A Acc car - �` :Month clay Year ,' ,u I rfem Wam bIxnenta :. ❑ImpM1oU,S. :� a .komU Tram Daterslgnaaeaifampbrla 17.TrempatatM.Na+MxJ9mentaiRece§1taChLrGYa T Dar yPMNmne a�(�, .T�dtYyped +.1(Jr� ... • Iay/ �'. Itua 1 < DESIGNATED FACILITY ;_,____ > 1 18.Aifdepmty <� " � tea"YdlsafwRSpap ' (.- (y •❑ /� �iRESldlla ©P3ad�l0l..y_EGdaM �Y 456 _tlwhw�✓• v r1J�r?MaRa18tEA {' ` t16F 186.Nmmate NeelyNr Generator)'. '_ ., .... ..,- US: EPAIDNurrber Faatty's°hone ... ..,; 78c,.agnates MMane" Fealty {a Ger6.vat01)�• . _.. '. .: MoAfh - Day.. Yew... 48.1ta22fdttSWeft Repd4ManagaantMeBxdCadasQs cxestahazaNautwdletreeMwm, ,andresydbgsystem) `H132 2. , . ... . 3, .- 4. 2D. Dertgoated Fd0110/ wn atDpamtar Oa Of mDladals csveredby dycpenifeg'excaptaa ruredlnJlar`ki&, ,w, (,'-.)./3 CV.1 RI N ale ,, i"Naxlth OzY �>1 <, ) 1 i c ..� " fnk17 Y�r. ids EPA Form 5700.22(Rev.3-05) re cos, of „arse Obsolete, - �' Moan Fiattlnaa iandthma'n niniSaaa smmrta fin amt waif 400Avuve *ha utncan-A. .r:...new.er DESIGNA G FACILITY TO GE TOR ,: OAD SUMMARY RECORD STT81E.IZATION RGRA CFI 1 TSCA CELL. STABILIZATION OAD NO, HAULER QRiJEi t NO. ORUM NO. CARO. YES NO INTERIOR . E RIOI SIGMA ITE Clean Harbo Grassy Mountain Facility, Tooe(e County, Utah ItT 1b 2013 GM 10: 50:04 74110 00 67400 12:004:41 67400 31060 36340 Facility CANARY -Generator PINK- Transpolar GREEN -Receiving GOLD -Operations Clean Harbors Grassy Mountain LLC 3 Mlles East 7 Miles North of Knolls Grantsville UT, 84029 UTO991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Generator Addreset 1218 5. Fifth Avenue ATTN: W aierr W aste-Croup.. Mahrovie, CA. 91018 Genera Sales G Date Re LF7781897 8452019 Generator EPA ID: CAC002741 Original Data Removed Unit Snrialgr CH ID A From Service Type Customer ID 13008767 008590642FLE Material Disposal Method of Disposal Facility Descdptlon Date Disposal 33320617 7r7413 Csr 00eCkt8CFlF•10 r PCS Sett Fes La . st2MY0t3 Undo Under CJVii end C and 15 U.9.C, 20 Idengllsd sectoiti responsibility for Penalties of Law for the making or submission of fake or fraudulentstalemenls or representations (18 U.S.C:: 1001 I. certify that the information contained. In or accompanying this documentia fNo, accurate, and eomplete.A7 to the 'ohs document for which I cannot peraonaay verify truth and securest, I certify es the company of'cial having supervisory persons who, acting under my urea instructora, made the verification that this InlamwBon 1s true. accurate, and. complete. Authorized Agent Wednesday, Sep tember04, 2013 Paye 1 of 1 FLesae p" E or lype. (Form ed for Ilse ott eIske (7z-ptlmij yF 1 w .'•.9', • ,•R•• , ••• • , ,, ••• •• ••'•,.•• .. re[mApvravec zuo}.wnn �. ♦ !ltBFOR RA2ARD0US r Gsnuaror t0ltri tVA$TE M,AEYFES'[ .G A+G'00274 2F 4 006.59t 6.4$ FLE ... s G�cera*A'sPtama: e NtSttb 12i8s; FiElfr uen�u TN:W teed ste Grnttn i# 4 Batiw� n3* nne»xin,C�A ii 6 L'R 2�63 mediatir�asp rtn ewiaxs .. CAiR 70#3'l#i 360 �'•� �`. 3. P.Yimrsw r.a Cot ..ri la ,.. ., US: c'E.aiiP Nuec •`,. ci+Prrcr 0 r4a ii&t s ast7 tiles Sov o Rnut)s F ftahAsldF .lJT 8. . '` ,#.S,EJO'D'r fr;_, F�%.p S' i9 ,1lmdC.d..1 �q?,l t E. t e¢s 4t.i - i2L• ;:4"A bmC�3.vs •. #w Pat,c Snrr enSN tb, r,,S 4'u�a'.R • S�}U^Nm. . NON FtCivA'HAZ7+RDO%#S dS i , iLi 3, ffM0 J t F �. + j 2 it£GU AiE83a � }P S3tIDW.STE, 5 4wit t r t 't . 2 . mt wt, •^ y ' . 1.. v4r+.♦�♦e.�3bbMM lC ryry99 ��9yyitaS �fi#rw '.i .. t5 OEXEFiAT EROR'S OERr9FrCAi 7N t rtW s 6at n bgr v - rt' 4 rn*r et! .ftA bra bt t$zecsbipa teJp fi • l 1# " :0 T i ? '.# 8h5? ?flt) '. Egara;lcxrt juat�e ta❑tenm aF EctFaagmneni!cr to of •. EPAAc4 ent' a'Crsek. a I +atmawa rtska zaCnns»arr Ml Gfled .140 u talta!(n tgnet ga;b'.:en9rygO: )orlama a9 Y iauie t�'sCRP<uo's``Fsmssn Sj,pedN�n. - LION } F•+ is` ��+M+ 0MnF:xitArJ i..7 E> 1(ra:n. E. Pa".ofentM,Er 7ran9polm+Hg�ntlae(fore# sonhi - LYdto ,t'g ki3:. -. .a. •--...,, 1).TofRaxkrratx ..' . TTyp l wSk ..ate `TrsaWr9n@t]PM''4'+dRyFud, {Sgrasec , , MknM Ojai'.: Naar DESIGNATED FACILITY - �I fly. E-' 4�i *n`^..w,d * k_.b • i,�e,mlt.4 6.JF3lod) z, ;... p J lJ f 4 } FedcysP re tea rauuebtAl uraie Fso3ty Wr Oencrxker) s - Mat 6n1'+ Yeaz, 1'.F# a:$'stu.e I'..Us'aSm '$titant dcceesrte„Wt5¢kr!vartdaeta tCea2'rc.9,G� &saci� �i •. tIS OaeS3:z.ec Fm tjQme^a'Oper.i. akis eL*�axa'dae3 MbleR�smrosrssb hie e`mvr kaS�`.Ued in JBa�„��.. -Toile � .0.- EPAFstrm5700.22(Rev. 3-05) Frev!ous wilt Ono era "obsolete.' ( DESIGNATED FACILITYTIYGENERATOR has the appr ri LOAD SUMMARY RECORD ;I OAD DISPOSAL1:/ESTINATION SPOT TION RCRA CEI I TSCA CELL A ILIZATION LOAD TRACKING INFORMATION ' RNAl, CODE REVIEWED WEIGHTS GRIDS ZMST 3-11 GENERA ORDER b TYPE: N DRUM NO CONTAIN NO, (e)I RA&CAR NO.. V OTHER to7-7 3 4 ON p8/Aus/2015 GM lbs. TARE lbs. ET Its. LOAD WASHOUT INFORMAT1 TYPE NO INT MOUT SIGNAIIJfl DATE DRIVER SIG DATE. RERODT STAMP M 08 26 13 75440 ib GROSS 0 lb TARE 75440 lb NET 09:12126 75440 32420 43020 MME - uWU.uuuu 7NA Clean Harbors Grassy Mountain FacIIity, Tooele County, Utah WHITE - Facility CANARY - Generator PINK • ltansporler GREEN -..ReoelvIng GOLD - Operations Genera Contact Name;. Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF OfSPQSAL Sales 0rderfl: 1F7781697 bale Received:: 812Sr2013 Oeneretor EPA 101 CAC002741293 Load #: 13006737 Man irest #: 006590643FLE Original bate Removed Unit Serial # l Material Disposal Method'. of Disposal Facility CH IDS` FromServlce Type Customer ID Description Date Disposal 97 3431=4131 RCS Stitt Far Ufa e(2,91dr 7 Gay Mauna*, UT Fan Under Civil and Creanal Penelope al Lawfor the making ea submtsslon or Mae or fl'arWulerrt arias rsr fa##c.«a (18 U.S.C. 1001 and 15 U.S.C,. 2615), I eer9fy thud Me. Infolmatkrn cante:ned to er actnmpany nq d1 doct.merd lrue atasi ,and As to the Idenllted sealants) et this document for which I cannot personally verify truth and acxstracy. I aadlty es the compar>y ptRclal havkrg supery responsibility for the persons who. acting under my dlreot'struotione, made. the ve y, September 04. 2013 Date Page 1 ar 1 pr'tc - &%'useo {t2*I dtY CI « F6RR `+r.`: •�+.. Nq. 2656U939 ERATOR_ Wont HAZARDOUS t.`� ° x�aa a "• • �P .r {. • 4 FLE d!alb3Ad*ess s s$iMdress of sntmanrs addiflS ,`y,ruifrr'R�% Jenue�tt•I�M!MO q+y v rqy; 4M4"Jf$L�ufl <4YYV • `_ {iMitlBa�aP4Wfle. T1- A,' 4�.�Y li• (1i • ..• d "taAepa Y WAale US. (si#lYfl df�. f87t9�'ttlrtatkn$@TYlQfdB. T ' .'. is,'A- i°i} ,'i} �+, ai'(%' ;•. 7.Too si�%'1c+2Ccn4'+�WH U.S. feet) Um l!er &tY 3 F II iimMssa YNnm'fand ram sE •79 NsirihDE7tnat YS[e 4 .)t TaT•9r�*'f�V g-., la!two Not s ` traYeattO:$x4# 'n Y , aS ,; 8a. 9d US aCtf p5en$do Ham^�Cffiss. T7 t0: " 11,as Tpyee N07RRR4i4AX�Rf31!#SPC[iLlii.#[i€3t•IXYT -�.^ 2 Hl.AI u PgUP1D •9t7UDWABi .67E t3&$OIL q Q� li • v v tASppa. 16. GE ATOR'9f0iF!'ROR'8CER71PICA7Wti.) 8eIae6'�19'.e cu nfa# sro 2Ay ileac t4dataverJlhep upt mma :faa sag 9c*Wa'd 'pe'K ttdan$r 1eNe$cceezan ` re. .. Skpxnwi:.fp;Fp t . 4'ahPflj' ., Ey.NA�[ i 4Se!Us teV,reae RE'tlnrsfls t EMktm t YAK . Ice�y9dlA4em �rdm�wadhactxR 282.271`a34TParer�gsRrY�# aw15'•� xw R;A'me. a t�y�,{ Yam•, l i ii�iw i (%4JV & aG f i (i3{ a�-ty) "" "' v 1 ib. iNem ,, Ssma I 41 fwPatGror l73f ... Patolt , Maus. ,.. - 71mt6)>aib'sbtBhM{f�'$ antq}:.... 1seuHyrJ.S.: . • .. .. �¢T - 174aropaAprksYezn+drodginee[Rs.afddaroele¢a T� CPw•Ja�'f}p lPbaw. }� 5tasd4 , ds ,[ Mme . e,"%\ 1.4 =-- DESIGNATEDFACIUTY Y,..'" obc+apaaeyIM snBeam 0 Ousels . Thai ' ©Rasta ' .0 Postal Re actor 'CIFelR sr f&h.RP.axiafa FStj 7Ea 31alaa otn8emare FaaGs�rox::.-.SaaeN DeY. Yea. ,1S. Naca mx�s N'asre it na4 th',etlwO (lo. codes br hezaUx'swastekt Miens. dispasaG a+Mreayr. syareaw3 • •, `.. `. , y...- Teri .'adF aIYl usCaaaaaar: Car;. of epcm to4'Rara^ bpola ` a S+lOs mr.`n£ `"`, /j L) d -... _Pv'fi.r< i 1 L✓i r �..-• "� "."".+R.?r�/b3/v (�S r �wCM S l �4r( .t i r /. 't 8760-22(Rev MSI Pt Clean Harbors ha au s edMona are obsolete... iaRl47.I1 re pxsiHr it cYBe DESIGNATED FAQILI STABILIZATION LOA: RCRA DISPOSAL DESTINATION 1SPOT ELL_ TSCA CFf 1 & STABILIZATION LOADTRACKING INFO MAT ON NT RREECENED DROPPED GENERATOR ORDER NO, 1f=-gf52 TRUCK NO, Rs. Sub REVIEWED LOAD NO. GRIDS e;O13t 10 502— HAULER RTS CONTAINER N CONTAINRTYPE, D. iT FS V OTHER DRUM NO. B 33/-I \ 13 0 )/ RAILCAR NO,. 9 LOAD COUNT (RAIL ONLY):: 1 2 3 4 .OPERASIGNATURE COUNT DATE 29fAus/2013 GROSS lbs. TARE lbs. NET lbs. LOAO WASHOUT INFORMATION. WASHHOOUT. TYRE. [YES NO INTERIOR ER ORI\ SIGNATURE DATE AS! crlrrsrA GM 10:53:5r , 75051 32940 42140 (76-1e-7) Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CHI 203 CANARY - Generator PINK -Transporter GREEN - Receiving GOLD.- Operations Q.agroar Facility Name: Generator Address: Generator Contact Name: Clean Harbors Grassy Mountain LLC 3 Miles East 7 Mlles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Newport Sub 1218 S. Fifth Avenue Afy;Watec,Waste Group Monrovia, CA, 91016 8i29/20 7 Generator EPA 10: 741293 Original Date Removed Unit Serial PI CH ID# From Service Typo Customer ID 33341130 8128l2013 Under CM and Criminal and 15 U;S,C.2615), I carary Identified secuon(s) of this document for responsibility Air he persons... Who. actin t 07 3334113C / Load #: 13006802 Manifest►. 006590644FLE Material Disposal _. ,.._.. Date &79r2013 hod of Disposal Facility posai Lineal of tow for #1e. maidng or sobrnisslor; of false or fraudulent statements or representation, (18 U.S,C. 1001 ` "--- t;entalned in or accompanying Iftis document la true, accurate, and complete, As to the personally verify truth are accuracy, I certify as 1hs company official havtrig supervisory tucticr s. made the very canon :hat ttis vntorma3on is true. accurate, and complete,. Authorized Agent Page 1 of 1 . UrF4{til HAZANDoUS WASTE MANIFEST t. 6am:rzla t4 CAC00'27 I,2$3 . SF tof 8, !§wts i ?4S f' -."�7iS • (. dia+a O2T ac'dng Numby 92659064 �q . FLE 5.tie. seem awl tdrvk'ardA7Aress, ', .... 'cm�s�ekts �fSsaotNann:MOsog } NewasetSub ' 12122. firth Avenue A,TTil mu r/ asteGsit fibs S'LO3S " a stcaarea ostF4P Made Roma ttrinsperra nS suites 1 t tt /40 o 01 S i t ti 7. V.S Ei'A R%Numaar - . ct .air. t�dxtatrs 3Ea t1S UesflmThet f9pan5+'CP,�ia'4i�Q••CF�uxxu� U.S Efl4 Nl huRuer �y�s tnL it { tD8SSSb-'ST4 q. U.S. DOTS y*�NaitW,Ha�tO ,h7 , 1B 11 F.aRt . 9i.tktA -.z1YklC7des HM rdk' a3GrouP el wri» , : Type !tA#TPZ YVX�STE;�JtlL6t�,t 7 } 261 . a tat cz r» wmm o us &soap, >EE$Q#'PA PtS Olaii i DT _ Roj K .. - ta. Sgec'�Nz 49 O'ra8ra#<d4'"va a' mu It kw tG 'S!OF$ER�R'S CE4iertCAli6N; d. Sra.ita wnien l,Ussm am5ay a^d 'Ed1 h7Gwpok s, rases. ardse , aeera4 Rt Rr a .: 9r1 tg1:4 Psa1 (., .. I �`s c¢R E'av`MRytaYfA,81Pa v''a rID trt* E #f' w, .t i aai9,, iik`iv.2T I xa'. a %6'6msFra4t1 Cb Yeaz- 16. > '.�?` Eli I. U.S. ❑Expc1$emU P9tYWdlti}9a9t, �; T.wkgdiUYCS�F.g!Varttp M pn'.yt 0* us.:' A'� ��, 17.Tmee asrFctaoWesetdfik+xno!),W ns ,j^"•y: -;: .. i •- 5 Ali Nsmo A�rT +kg Yxr Ttz=aoa2.as2F>ce^ ikaire saaz Fa a i IK DESIGNATED FACIUTY ." 18idtt ty . !-1 1S. D+ayapancyPdc*t* Spec» 0 rattly 0 " .. . e 0ReNakae { ©Finaak wan '. 0Fatl kkvacr, . 184.M as,asiF PP, . gam, dAtlama'e Fading Get) _ %toMn pap, '�. Ypat . 9@. Hmza�swtW*Rat�M Mttrc3C a{I,a..rsz3s Nrtra>•d4ou. wYsta•9 .c ,admctr. g `..$ - ' .: 111.32 o -. m a.4 Pa G,atarorpperaxc CartSrxEaoot ytt aeus • ..seei tl 'Me g,YB$ N 18ay.,� V : +sJ ..,J U%"..'..� a� IC* FACILIT'7?O,GENI J6a OAD DISPOSAL DESTINATION STA$1LIZAT1Ot! RCRA CEI I LOAD TRACKIN SCA CEl INFORMATION SPOT STABILIZATION REVIEWED DATE LOAD NO, GENERATOR) Nita Cnr ORDER NO, LE 77 153--7 TRUCK NO, CONTAINER NO, OW 3 OPERATOR SIGNATURE HAULER RTS OAD WASHOUT. INFORMATION Ta TYPE: DAD COUNT (RAtL.ONLY): 2 3 4 COUNT INTERIOR cEiXTERIOR.' �- DATE ON 29 13 77ms) ib GRGSS' 0ib T CE 77080 lb HET 29/Pos/2013 10:43:15 GROSS lbs. 77050 Cb TARE lbs. 32900 NET lbs. ' 44180 SHOLIT STA NAME Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE• Facility CANARY • Generator PINK • Transporter GREEN.- Receiving GOLD • Operations Clean Harbors Grassy Mountain LLC 3 Mifes 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:Weterf.Veate Group Monrovia, CA, 91C16 LF7781697 Date RecmWed: 8/29/2013 Generator EPA ID: CAC002741263 Original Date Removed Unit Serial g I 648FLE Material Disposal Method of Disposal Facility CHID # From Service Typo Customer ID Description Date,. Disposal 3X444129 8/292013 DT 13141129/ UndsrCM ernf Cimino Penalties of and 16 US.C.2815). 1 cat*y that th ktenied section ts} of dais document responpbeity for the pa/4ans who. act Authorized Agent. its For landtd 8/29/201$ tan942 Grassy Mountain. UT Facility lay, September 04, 20 Date Page 1 GI 1 VHiF4RR i�SNJS WASTEp1AN11FE$T 4, # . F Fftv.$728 �,1T � 11��}w 6p ' FLE ,5. tie'�idF dhtNi FLdm ,,: Saa (@daNtlil1 S'uYn malL'tp ad,rBa3aX . NdRiFeATIN U$p+1d.Enn.n &, s },rdaYr�y'g�p���'pyyro/ ' tlS. I CE�.PAy�F3 }�, {�8iiti`M.HY�4( f}.`�gi4 s Y RR MV VtOlV€* .. S Ft•'s ss E sP•l M�Qtd atom: .. f41 ., US, EPAyt t{amna st�ls fl i i3 Td 3L 3 t} 9 74 8 :$9i96 ,.... . w. -. U.S.004.. M;ai'%"ddWCwWp�$e�gll' . ^. ..Ty Ds 4M6a. 261 s843Q•PP PC3i ilR E`OW* ' 2 m. S ate, nnu d Ino %t a x Ni3tio amedm 1 tSEtlFRATQR'STQPF RCR'S CER)'IFICATION:.trare8y'+kdatN aBa do6ado- Ca nt�aedfya�alaavetaty deauh ab flyh p s1Aq%ng name.nra ate cleea'med,paq rnaM1'risnfiaBe1ed* dec„and ere as a*re peeistn ProPerapnd'Lon'tar?aS pptxaatim yfapp�camla NddmtiikxW d.mdet yx mreorthmjttaCdva..Hoxponahymsraa+aftaM4reP .'., .Icatit"y5 t.@xatm�nsofft * c ttkn Na othe .EPA m d ivatYy RVllm . >, A�4'da3e,BP GfR7o227{aj �&I`ta 19nla �hcw. • — •idlr s0.adShtanat'd � .❑h„ntor'mua 0 tmm FxtaC� . i:a+sonsnrarY... ' -. DMN.MJU.i? `. .., - >.•. , ts.tat 17.7mw7Ma P ii.:e Sle .f E' i'% ' t, tx �-=-,- :DESIGNATED FACILITY r', ie t8s 17f9aspang'In�Catioi Space Ej, Owe* ©Type ... ❑Ra�R"8oa F ❑Phial Re$*&xt ❑uAR adlon . t�s.4Nan�aE>mfircrsamtY • ..< US..EP4?34unCi. , •Cmy , yam. 1Sa Slgntass a` gFax' ytar e. ,. t. •x!- . .. ttpdaMa• ([ t8. kaaa 4Mast Ft 9FatP mynrt A1r0wdt*das Fs,.ta+esitrhazs N.swas 0aa&,rea', a'd acyriaal sva'.aarsj ,.. 26,tnw WF*S arlPerotx rs.� recw*atrazaaw�x^�w, cr•awdtna tassaa.as,a s :. 2 _' r`t'{' Yf r EPRFarrt&700-a2'(ftcv3dt Prenass�Qt'dusateabso�to. , iTESIGNA'f DFACILrTYTQ`ERATOR STABILIZATION DATE GENERATOR • ORDER NOS TRUCK NO LOAD DISPOSAL DESTINATION OAD TRACK NG INFORl4 ATtO LOAD NO arCJ HAULER DRUM NOE i. ...ham. ts)%RA1LCAR NO. SPOT TABILIZATION ]1 G TT IB V OTHER 1 2' 9 4 TOR SIGNATURE COUNT OATS LOAD WASHOUT INFORMATION :; WASHOUT STAMP Clean Harb un Tooele Courtly, Ut WHITE • Fadllly CANARY - Generator PINK - GREEN'•'R 3'L01b TARE lbs•. TT lbs• GM ill 29 13 78740 lb 6R0FS 0lb TARE 76740 lb HET ra 14f32 47 • 45140 Clean Harbors Grassy Mountain LLC 3 Miles East 7 Mlles North of Knolls Grantsville UT, 84029 UTD991301748 (435)854.8900 CERTIFICATE OF DISPOSAL Generator Faddy Name: Newport Sub Generator Address 1218 S. Fifth Avenue ATTN.WeterAMesie Group Monrov;a, CA, 91016 Contact Nemec Sales Crder4: LF778189 Date ReceNed; 8292013 Generalt EPA ID, CAC002741293 Ortglnat. Datetieml)var! Unit Serial#! CHID # From Service Type Customer ID 33/46753 8+29+'2013 DT 31346751 / Load if; Manifest ft Disposal Me Date BrN M3 13006812 006590646FLE Disposal Facility Lana Grassy mounrwSn.. lit Peony Under Chi end Comtnai Pena(lies of taw for Ms malting orsutmdalion of false or fraudulent statements or tapresentat9dns (18 U.S.C. 1001 and 15 U.S.C. 21315), I malty that the Information contra inoradcompanytng Brl# document la true, amerale, aml co piste. Auto the fdented seedon(s) et this document for which.. I cannot personalty verify truth and aeduraoy; k ty as the company atticlel te.lnQ supervisory respcnntl tty for the persons Who, acdn9 undo- my diret, inuvucter'n, made the vedkadan that tots M: orrnallon is true, ace rate, and M4 0!ate. Wednesday, September 04, 2013 Date Page 1 oft m c U@WiA6TE A1ANWESi 1 G_ _AG 0C QmrGn7 2➢m,7ett# , . Re;�xmnnpf>m aFAOdiS 4016rT1 FLE Abe artSub :,23 rS,, flfLh Avu ue ATTl1:Wztnf caste tG r R " htanr ia, .}9�1)is Btaweta eaithC AF�2e6a Cie erakdi'h�mai7�d°d{ ' , 4; 9. ePAN1F�W,n�l t2S37Aa11h 7 G A {7 ii i 8 3$ Sic , 8.«t.., 2Cxy U.3. EFASi tf'Jraesd �` ' ^ . 1US & r &r neWd Faa NamsaNl5teAd reig an Hart prs ira 3f T84b - Al Nu G U T D9 n . -. 4 t 6a. SB U.B t n ``F ' c»9Hams, t>am,d ,:n . '• . • ¶ ^ I1.To 1 i2. U ia. atxCxas ,. Of4-RC H 2AR US WASTE:34t137 (fl40PI M?T ' 2 ^ ' R UEAmo c± ouu PP M i�Cd SouD SEFU wA : i3 IDS D SOIL OI f xas—rsa�aa �� . 75. G&IERATOR:3!OFFEPOR'S CERTIFICAT10N: IteaeMJ'4r asa 9etaar ^.�a!4 rmsasanrv:za# ftWtmaiaa: fl,:Mara�ul etrr ha a'7af rat, msaara+msa *.4asim4a¢; •rraiMsdan+t Aare^na#res n¢eaPai D7,u kn?s�hgmvpti�ta clt 1Zas �aa:"'a'.,,f + !'t�ra kau.raaaNta? nniim+d, wa'IFn FrkrTgy e it bl tN!e. at9p§. t--, tti!@ra u4 EPA,�uw Ada mr'. Si' N 4 CFR25T.?Te} tg ss gr S a q waue C6 Goo ( 4&F 'FPIR+JCe)i •'. . f g .10.NrkmaJonal9HPn'eo4s 0twit U,& - EIE%patttNm Pratt . Tranabwtgs {kraxtor c.IF,S: r , cO.*thE g' re ¢ 17 T7 Vaam1aiaatet . A^ c! \'. fam • Y' Jr' f + fiufsportak Riueavi>Typed MS.. ""---.�—...w•... .. µcvi ^Uay, year a us 0tea 1©F;ARElear .786,paeri. Fay(orGaremvt .. :.. .. „.. .. - ti.6.EPA1U F YiaGn+sera»'i • Cav , ?9. Ia'a 'c pa YfA.°IBR d7!Afimgar>mnl.' L' iCGl4A ila., Eada4 iq'11BZdf+DOUa,h'o!o tra8tmerr, cs'q'io . a�w rgCyN'';g:C.sW9#) •:, f.M:ere� t sa A54MN ,•�8a.„;,— ...—.. .; ,�."."' �"S':7� '"` Val eta :loan Harbor% Faa 1 a 10Ju a. w sr+n a4. 4...:.r....... a:..�..e DESIGNATED FACILRY TO G!. GM 8:49 OE :d9 13 79220 lb GROSS G Fo TARE 7;3220 lb NET STABILIZATION ENERATOR RCRA CFI I L .3SPOI TSCA CEI I6 STABILIZATION TITf?E lbs. HET lb . G TT FB V OTHER PERATOR SIGNATURE LOAD COUNT (RAIL ONLY) i 2 3 4 'ASHOUT,STAMP:' rASHOUT: an Harbors GSa y Mountain Facility; Tooete County, Utah 46020 r WHITE -•Facility • CANARY • Generator PINK • Transporter GREEN • Receiving GOLD - Operations Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls rantsvllle UT, 84029 TD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Fealty Name: Newport Sub Gerverstor Address: 1218 S. Fifth Avenue ATTN:WaterM ste Group atcnrov s, CA, 91018 1Fi781697 (93012013 tor CPA Original D. CH ID* Fr 33337031 CAC00 41 Manifest it. 13006 005590847FLE moved Unit Serial *I Material Disposal Method of Disposal Facility arvlee Type Customer ID Description Date Disposal 008i93647FLE•15 J Pca Scads For tang 8r8012013 Width' CM and Criminal Prattles o`, taw for the making or urbmleslon of and 15 U,S,C,2815), I terrify that the tnformalien contained in or accompanying. Identified section(s) of this document fofwhteh I cannot personalty vet* truth ani resporatalty tar the persons who, acting under my direct instructions, made thv Lredl Grassy Mount FoNlky ,2013 Page 1 of 1 521422 k. o UNIFORM fAZARWUS WASTE MANIFEST : T. , 'i 41 2 9 3 y`� B �` < _ .; 'd" �:.x? i�' ,. n � • .�, .',8a'fis dr9'i�tiSe:R :.. �, �aAr§A'exa MCxeaktn'aA°,Wtrtmx't = t5eatia l AITNIVater'diasteGretezd' v3 H tit- 2798 T i a t1S PAID Porter C A R 0001 B.oeipx'ae fa�ity rc '.Rta.• US.EPAR73 mt, Clean Hutton !LC i3 T ittp s3 4. 4 Wks $ . 3 s East Mks NOYtft oB KrtoUs ` GrritsHle. UT 944)29 Fada✓ePMne, 141iiT,-RAss-AS01 S '... sa, s). LS NNT Omaiptin OD3166e4; PriNe61,0ng wee, aacan,ID 3o.C� s t.Tara zunB NM «n PWn; Stub N) ', ;r ," t• 'NUN RA HA2J4bttSt�US W STE.SOLID.{{t40N.D67 EtNQULMEti i'U#i DT'G8S SOLID WASTE DEets &soil, R35U .•T : a a- ' POB SOOt 48LU •. ti+-..aa f�.AN4P`.l."b'kRtC:U}'+4'�t$tNeMaw. •' z_z naaas iS GEf7BR.TC:•V OFrEaoRS CERt1f AT1ON:{tBaeacraen,s,fI,_t-v m nU, amid t w+ro Mh"at? i'�PP '&c�e,ae,. t'dasmfiee„�t� lts,.t-J rd.lat�i + ,i lSr4PsiAhrmapYCEn b;WmyY'CMt `NaSvhaf irzWt9ti:6Mimd di k3kmBtiAl+avI:'a5 6�0.'d �n .Heapq!t5 meF:s+` "I a�P tlrmS'^-.r', ,. . tcsmM1, Wass i3n #prkm%' eefsa!he,_ EPAAnt.4dBmerttiCcr':n. !tp{1' Cai9tev ie 'i 3+(O CfR 21v )3 lli R Pti#C L�c 3Ei ��ts ry FOR -SCE I`! .., tJlm?�Fro ll.a ' ©Erpatiaci U. Na; ala�Ur ,• Trmrzx (easD 1SM y}: - .ISMu'eevmjlis . tT T dRecalpto1. . . , . �, � xi,� �1P}winlaJSp[»z.'. . MwtU+ ddY •rYpgf ©pas ' ta: ust asm Na + .... Codes(e.=.• a hr ;%5wmts 7a ner,. mt rocy + ... y .:.: , ' ,> ,. z ,., . �q pt 2J.4m59ro &dfa ^tOamer crRtsiafGnC aSawWn e'receptavt z3rdcusvremn�ls ra+e�ad b}'B�e'avar, tila nalevY#1tt+n 1P,S,.. _ �T°...+'t.�t.n..7 C� i-. Pfat-BtiY➢e:.,rr- . ., il.t1t� f it;t} IK�A% f . t ., f� Mania O8YYa[ t At.� IIJJ'. DESIGNATED FAQ LFTY TO GENERATOR' eleslt Flatboi5 has TABILIZATION OPERATOR RCRA CELI TSCA C FINAL CODE REVIEWED WEIGHTS INER NO. (sY RRILOAR NO. V OTHER E AS OUT INFOR TERIOR SPOT ILIZATION Lope COUNT (RAIL ONLY): t 2 3 4 Clean Harbors Grassy Mountain Facility, Tooele County, Utah CHI 208 HO 08SO13 75340 lb GROSS 0 lb TRRE 75340 lb NET 4 75340 ATE lbs. 32060 FET 43200 WHITE -Facia/ CANARY -Generator PINK - Transporter GREEN -Receiving GOLD -Operations Clean Herb ars Grassy Mountain LLC 3 Mites 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 ATTk«WatarlWaata Group Monrovia, CA, 91016 Sales Crder#: LF7781e97 Dais Received: 8/302013 PA IDt CAC002741293 Original Date Removed Unit Serial#1 CH ID 0 From Service Type Customer ID 33367936 824112013 CM 0068BO640FLLE-16f Disposal Date 13008557 006590648FLE hod of Dispotral Facility posal 8/30/2013 Landfill G y Sitisurtakv UT Faddy Under Civil and Crirrdnai panettles of Law for the making or subm4alon of false or fraudulent atetemente or and 15 U:S.C, 26i5j, t certify that 51e Inlormatfon mntalnad In or accompanying this document is true identified aeeSonle Ot thds dertalRattt for which I: cannot pveonally verify truth and acaracy, I candy as raapored:01y for the person ss who.. acttng under my deers instructions, made the venitication that this informal Authorized Agent e U,S.C. 1001 As to the vine supervisory te, and complete eptember 04, 2013 Date Fage 1 of 1 P as o G Of ibf ae an Ye 12 p j . � 1r'7% 2%#4L' 9C i�P41 3 28%$ Ps n AOp ad. Ci NO, G usP R6E FrA7ARlJ ,i$ ,.0 erab: Ez ,� . ,y aAs �s A 2.8 reB 1, . 4 .. 4. Walt ,At sckdag*mbar , 0 0 6 4 FLE 3. Q:inia+a24arma+ru hlsa+9 ;r.. , Generetg'n. aGtraea fgcilhme g.'n+q rgaaaasr} , 32 > t+AuembeAiipla ater/W tir t i836 vtl f rz m. tt r tie/ .78 I U.S. PAR.' Numkar I fi 211EddM Tninspa tatthrt SATNM S CAP 0 0 0 { Es 25... 2 tf 8.{ Clan 3�srNmst7 d.,rari r 5 4a: ; 3 US t1PA.Lr4JIPir}cY N �arffr tlnd s 8 T f3 $ 9 3 0 i 4 8 , ga �,Uw0®T Itarrn. 1a2:.00 a. f3Ntmr . H%Cflinera .. ,1 ibSI '21. 1d a . . #01I Cf#AN iik809#StPASTh,SQE1CY.t � $44D0t �� Ik o <gP011110PC $.S0I WASTh OEEt18ArSQL, A UMIN6>500i PC8SOU Ei S1 : � 11. y"r^,VJ21t9i 1,pyovss �xnaAon t 715^Q22S , y. 15. GENERATOR'SVFfERPR'SGER"FIf'iCAT40Ch 1nerEY .. Id t a .bsRk^iztons�gmmnnt are NAjarsi Ydesa3+rl abc'8 y 'APfte M g ne, dare `ga 3ped, 4 .. rr4rkedar Geataw, and are(n irsayeda arp+ er-mrdtronla mreeperrecmn2k bapo; to andl anNg ry s:.Vaspatah tnt end%empe '. ; 1,t(Ny tu�xm ptA's4Y�wrnwbkamTA* aaxbof dtnBMa:aedEEN ': lcaiJiyiatria ent t 1, M3CER28227€e4 insara x#,ntr... aroasba �. mtu7s5u�a ' i �t�'�iJ:sgcrc Ft 1 t..Jk atmU3, '" ■E swnu. Ealttet Z ity )tl i2 _:ppntl } t DESIGNATED FAC0.IrY•.. 1..1 ,8§. ttia a im11t4Ntr t...e O.reri., . ©iylw' lJ Par R0.re:aan �F Re z6aa ";, •w 14. A. 'efao'E' , ,• rc rU'S EW1k1M'Jna"kar ; .: PacElrrsPAars< 48y{�. AWr ,g, Neu^'.asVCps iia¢a:,htaxa9amadM.Ti,3d adCs (a. ctf k:'rtezan'a:tsria5:e asat avim y.1-r ,.. N1.2 2. ... . ` 4; ZQ. xa4'O(�rr}atfiete r.W m�aim,"a bY'4+e a.¢aW ssmh)aen ytknxar,}Carw EPA Sop 870 Rey, 3-05) Pr@Nsas edidcns me �sOlek: rbars has the appmpriata permits fa/ and wil:ae thew ash? thegeneral er!. 7RESIQNA A fTY TO LOAD D)SPOSAL DESTINATIONS C0 yR 1 z 73280 lb GROSS SPOT G lb TFiRE Sf`ABIL+ZATiON RCRA CFI TSCA CELL r R STASiLJZA1'1ON 79` 80 ib HET RECEIVED Df PPED FINAL CODE RIDS EVIEWED WEK3t:f3 tlRM/41NtED8 DATE LARD NO. GENERIiT0 HAULER ORDE 1 TRUCK CPERATOA $EGNATU� AINER NO. {sy RAIL 'LOAD WASHOUT INFORMATION 04) TYPE: NO INTERIOR. EX Mir AASHOUF SGNA'£i )RIVER $iONATUR Clean Harbors Grassy Mountain Factltty, Tooele County, Utah CHI ON 2Q1� bs• TARE lbs. 32120 NET lbs. 4716tQ WHITE-Fec»Hy CANARY • Generator PINK; Transporter GREEN - flecelving GOLD • Operations Generator Faddy Name:: Generator Address.. Generator Gonad Name: Clean Harbors Grassy Mountain LLC 3 Mlles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Newpeat Sub 1218 S. Mb Avenue ATUU Water,Wasta Group h rrovia. CA. 91016 • Generator EPA ID: CAC002741293 Original Date Remoyad Unit Serial * / CH 10 if From Service Type Customer ID 33387,35 W29/2013 OtatiOtteWLE-177 Material Description Load* Mantles;. q:. Disposal Date POSSo1Ms Far tarSt sa012013 13008856 008590849FLE Method of Disposal La as Disposal Facility Grassy Mourns*.. la FacAty Under CM and Criminal Pena'ties of Lam for Bra making or submission of false or fraudulent stelemants or representatIom (18 U.S.C, 1001 and 15 U.S.G, 2615), ( certify that the Information contained In or aceampanying *Is document to true, accurate, end complete. As to the Iden0Oed sectkMs) of this document for Midi 1 cannot personally verify truth and accuracy, I cerdfy as 0.e company ofpdot havingsupervisory responsibility frit the persons who, acting weer my Snot Instrucions, made The vent, on that this inftnne on is sus, accurate, and complete. Authorized Agent. ay, September 04, 2013 Date +�UWF48HAZARpcstis QQ [C WW WASTE IF �{j 4iS�d zPasaYa :L 0 4 9 FLE Ri RaMorfitwo 32i8 SS.. AYnwi A :W3TP►f lP t i i TaNs Ya .. tt WirsossP G A f2 00 a 9 1 5 00 .... ". 7.'F xE rrsms S E°AiN^.sakec S. ik F acatt}s.Ptmta GfnnnH 3•NOitss �fi'aAe s{d Mour sL C East i Miffl urSh nF itrratlfs 940 ? i4."i.4Sliti€k4.ti5ltlA US EPAiU 4t i t# 9 i ^a i} 17 4 1 W. US C4X Qt m1Pt6 'St p`+g HedANCSss, IGNu i , ..: Yd. ccr 11 '. 12 Una • ti*A mb3 Pa Sroup k ..•u�•� 'Nal ' : ' : C anJfil wuw �`� dF ',+• ' , . t, • �{i• ISi�fnSttTIv'E�C/.+ K d sj4nC.yrr�♦RN�t�yi+� }.i, . REG1l�YAiwia "r• QnV r tE$Fa4�#�:+;T 51ARSxtAria enE#dt�ea'� , f6. GENFRAT4k"S,`OFFERCJPS CERY71CA714ti Ihltmby oatlaa3ryet heernla' ofeJa§ee el a+9' %Ytre3 rara�laMJJ& dabwrmtd'der„Gu+agc ,t..;:' I $,'31 stress., eWvr' 3..ed v43+ .<u .r.>Nt,r.- 3.00 Y43pkNS. N1,P' 'efb) itld'k 48rstora . EPA E'acr 1 • ' . t S mnbAY; of A»mhswsrne3 mr h L.a r .s r l a afactvo rAc afCansep ' . ' • ' Ya 3dlrct�aklhe23227O{dtaol L'testart/ T •i, 5'-. y 5u� P / , q+f q^�r" y{ (btu•'+M'Tfl fJ/ . {k{}�dr�i`yry/ j'gL.t/�&}' Y6�;' _s 16 hi nPlfanei : E3in, NU.e caW!C44nt4& Patnf C G Tf):. Oeto U.5°: 6 �. iT TsanSPdarMMwx' dP rraasnas«tr"a�rJ � �a as a P YBew T�emnp4r2�?NueN ' M� y <-- DESIGNATED FACILITY ,P3. L.1Resdue �z note, Nn tom. F ;:- : .. , ":• US EPA ttP,.. . .. ... .. - .. i I$G 58, +'nJ Fw.r'•T lq ) , t, r9, w^ay NW 1$: 2ar ,>tys tA" „MAY'aodCodgS tils2 �;cth.s�dmxsr, s+Yae`n Seztrresl •.. 1retye`r sG.aYeme} .. ,. 3dtk-a';aira:..I fhmeta; CFmekrC .+v+ of re fafhaz;ldoLs maieotv�sca 'efl., le r. aMhstazcgpte$7w d6rI niN9 •, 4b'llh b! 1 ; EPAFotmd7rj-22(Rev. Se) FmNttis ditlansareobsolete, C f7F$IGNA9'FFYFACILITY TO GENERATOR tB a6` LOAD SUMMARY RECORD' OAD DISPOSAL DESTINATION I 11 SPar RCM CELL_ TSCIA CELL &P STABILIZATION LOADTRACKING NFORMATION , ED FINAL cope PIEWEVSED WEIGHTS GRIDS tift&EST LeVP RDER NO, DRUM NO, IS- 77%15 9-7 TRUCK NO, CONTAINER NO. (sy RAILCAR NO. A Tz. ADWASHOOTSOMATIO 'TYPE ' S NO INTERIOR 1-(4AL V): 2 3 4 UNT DATE IGNATUAE WEB SIGNATURE SH�UTSTI GM •9I22 13 72600 kb, GROSS / Ibt TP4 78600 lb, HET 30/A(19/2015 10;32:25 SS 1b. 78608 TARE lbs. 31340 NET 1b3. 47260 .„„ e' ITEM Clean Harbo s Grassy Mountain Facility, Tooele County, Utah WHITE . Facility CANARY - Generator PINK -Transporter GREEN - Receivi GOLD - Operations CHM Generates Fealty Name: Generator MOW Generator Correct Name: tarlaars Grassy iviaurfta East 7 Miles North of Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Newport Sub 1216 S. FM Avenue ATTN:Werermasts Group Monrovia, CA, 91016 Sales Oreedl;. LF7781897 Dale Received: 8t30/2013 EPA ID: Original Date Removed CHID & From Service 02P41293 Serial K! Material ustomerID Description 3390E120c 13129/2013. CM 0065900101LE-18! Load rift 13008859 Manifest let 006590650E1LE Disposal Method of Date Disposal PCB Salta For Largtet a9d/2013 LIMN Disposal Facility Cressy Moira* ° tit Pe Under Give and Criminal. Pena9Fss of Law &x the making or submission of false at (raudutent statements or repeesent,Cores (18 US.C. 1001 and 15 U.S,C.: 2615),1 certify that the Intormation contained In orecmmpanying this document Is true, emirate, and complete. As to the Identified seceon(e) of this documert for which I canna personally verify ton and accuracy;) certify as the company official having supervisory responding). for the persons who, acting under my direct tnabuclons, made the vedfiaalan that the affirmation Is bus, accosts, and complete. Authorized Agent Page 1 of 1 0 FonnAppr ad. OMB No 2a5Gaaag ;. F Ul'ORM HAT.AROOUS Y.6arar%nrlO Nurs�5e' 2 . Mani(datTSacNidp Num6az 006590$5i FLE -. WA57EtdANiFEST C t Q' 7 . -� ..s N O nnronaa A�+v.enuL Q3d�} Y�pp i'pp + Imo¢ is } 6 8C II±. V 9't'.i wZL) I. Te�7U,4•r _ ( n Gl`%h. A'a9w6 S TiafR?OrteC4 yAtalx'k •. . .,,:. , .. US, 4tet 9 T as mpw# ipn A it 0 Q'fS 1 5 t5 0 r T 2 . I •Nartre S.Oas�pnak+4 Cl aauSdcadd ss I1.S, EPAIDfund+gr .." •. , „ a»H hctre ntaYd intfC UfC 393 iS174 Sa, ;fr.OS. �Yt3e trL1l7 �haaar .Pled RI _ 13O - Yi 'P `: - i2 Ur.: 11W3 t4odq... , P. 1 ° • l:Naa.t6 q zCi y�y P ��,yy��a � qY;'ae ff��i`KttA VGiIFG[v� M u4c • '^'� 10 f' . , YA.SvitiaNux�anC,�uhB,a`s!haY' a• „' 1. Ed48Ct-#218S U` CaENERAT OR'Sl0FFEROR'S 06Ri1FICATIOk Iwm/gdaERfe u-. I ec..r- 111 N+Ws ina9fl 1r ffi.8 t. iI. R'dmvn'.Y{1�da,ava (r!%�a cb.cr,4N'Wt1a�9 is+k•ffi�dml�,ry' 89ad,' +tAafia4 +1 cpara deo-rand We ,; afiarowm,�5aidp w*rstrct iv Yw c+ta^ #n9roapgAr•*+ra; ar t6mrran:sa m. k,' .it + ,. m. 'a lmfi c'wnRdr ' E 7 gisatdea a1tl�r�a r: :ohe c' t •'�}1y' ra//arrs�r,,++ .tCrFR'2�i2.27a IVP,YtdB ,fI '3'i y*tj I YTCYS4G r D ) 1 —r Y6,u+mrtptWnelShmme*tla I l-S.-Pretofer- oxc. T" Y m .S�+aaea d�tr7n. to Pear . / Traaadc�tN2 Ptnsedtfypad Nart;a Sgnaara ba •. Ye+r ., yi9..N073 A e. 49a.Om +t v.^x uP£caNasSYase 1J.,Cua f ° 6, r}.,• f iJReAit,.o' .. LJP R• apa&zn ,, t_..t�aYlPxSacNdn ,rlaFaatlry (a6enaradrl ` . ,.,. .. •.0.S. ERA ID Npa ar 36e a F 3atytrya• : _ .. F1mar ## C3 ! t`aat cdaI VVasMRMatMar leriler kptaoCc etf-.o., Wtlme fot tennis w lRa;,7.aM, a f43I andreeYM;r, eYalafrs) f. otUtJU. i57S' Yp,TY. EPA 5} PS Mons pre PPS xysprs;$rtate TTrB1ts for LOAD SUMMARY RECORD OAD DISPOSAI. DESTI ATION' STABILIZATION RCRA CELL SPOT SCA CEL v W STABILIZAT1ON OAD TRAGKIIUt3 INFORMATION ED s AT ATOR NO. <sG HAU 0 Lf77b TRUCK NO. GM 03/SeF/2013 09:57:07 GROSS lbs. i Q0 15 TARE lbs. t11T lbs. 442 45 LIG bs O/N�7r+� ERXYPE 2El7 G TT FR V OTMER 23 4 OPERAFOR SIGN DATE DV1lASHpin INPORMATiON OUT'STAMP ° rim 10 INTERIOR aeallIOR IGNATU DATE 3 -i3 DATE OMMEN'1 NAME PATE + , Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY • Generator PINK -Transporter GREEN - Receiving GOLD - Operations Clean Harbors Grassy Mountafn LLC 3 Mlles East 7 Miles North of Knolls Grantsvlie UT, 84029 UTD991301748 (435) 6848900 CERTIFICATE OF DISPOSAL Generator Fsettly !Name: Newport Sub Generator Address!. 1218 S. Fifth Avenue ATTN.Waterrvueate Group Monrovia, CA, 91016 GsnaMNx Contact Name' Saws Orrdar#: LF7781697 Date Reca"ned:. 9f32013 Generator EPA ID. CAC002741293 Original Date Removed Unit. Serial01 Material. CH ID 4 From Service Type Customer ID Description 33400210 &30r2e13 DT 33400210 r PCB Bodge For L.end91. Under Civil and Dim nai P and 15 U.S,C. 26 IQenesed sectionts responsibility for the pet Disposal Facility Grassy Moue ern, UT Pacers Ind orsubmission of falaa or auduleniatat Brenta ar representations(18 U.S,C. 1001 or axompany ng 1hla document M true, nocutala, and complete. As to Met.:.. ally wily truth and accuracy, Ice tlfy as 111a company ctftotel haling supervisory y di7ad it?acrddtiems, made the verification that ihla tnfoemaI on Is 4ue, accurate, and complete.: Authorized Agent Thursday, September 05, 2013 Date Page', of 1 2O11. O. GF UNIFORM NA2ARDOUS WASTE MANIFEST -` U 1• rr 1p [fin ` ' ' 7 $ 2. lot :! &E ga:c ,ponse�Phone G10 3�S�.Y7$$ 4. t �g}am�p}er�'i ' ' FLE T 1 l$�S.t9f#tAMOtiii Ai rF ersCiS tor$ '' 'rr .. t • �t Tess) wutef�ia Divert i�BMrpottB@ r.CA925 ^a S. Transporter 1CompanyName ' - US-EMI°Humber RR.i {is»spattatmrz9evvicras' " { •C•ARt00.00.,S±t300 7 Toros patar2Compory Nave '.. _ .. U.S. EPA CQ Num➢er - - a, os GartNatRwtgCSressYtiAnurceahti€C 8itsiias F . iatedF Nema and East? fifes c . fi mluAddress ;: kovdz CrEitrtoOs U.S. EPAID Nuntar 313ir. F 4s3 ga , eb US. OT0asortAGm'(mcP,aSn9,ProprSl gtSntF MCSs, CINip ; tu.XCon�aers .. 1l.Totat '12.Una ` {3' wa. arraPaddogGroopEford, aw. `' Osatsry . Wtr7d. c mCoa t' 1 ?id ECRA hi ft iC3fd fiGl - 26 IS&Sd IL 1#iiYtW3»S0#1I '!d€ 85E?iRCEtifiLlt • I •' 14: S Qtlal Ngratiog 4o lla^aat M.d' b'ansl lr�tom , 15..GENERATONWOFPERCR'$ CERUPtCATIONw Iherby dodge tot &omit la of thOtorralormentorsMyalCamrokydesrnoatlebwebyd�a pmperar neme,aad alpdap9fled, P2uka9ad..• ,. r<ratedmul laber0OlasaCled.ani are skleapedstn'prapapcondldon Sairampatteararalagla ISYdemat a:d retbnal ga+mrvn 4mgulaYons;Noryoil'sNpmentan4t'4mtlla Phr q^ '.. &Sato! a raft' that Ole cmtenla of its msdma'aemtwnlam b tamsofIne aladrod EPAP.cknooledgmantaf ` smietatothhewa,rro eq",d.d'arh statarnentblen$aad 4i4d CFR 262.27(a) (IN ants Ergo quariWinerato Utl a•ei�ap 9tra tlOortora lsaue.' .: .. Gpn#a ors Plrnte4tTy Nazae - 5 . ' • SbM1 t9b.{m.5.fi FOi� 5GE 1 .. U9y . ' YpN 4S nternNbnalSMpmeob in .: ., J • . 'Lilmv iaUS • Deg. raaU - Patotao4yrett ,` Transpororslg�rerforezpmfsonfyt . C . _ •. .: . ^'Dal leaving U.S4 2. 'It 'mnSpat ft oidedgmpnoiRete'�tafN tals .., . , ., • . -. • •..- .. ,..>..... ,.> . tral6paaer t PynleGType4Wama ,' olvre .. M4>nm . Day ,. YeaFa 7faet P r r f/ -- [< _____ DESIGNATED FACILITY ); -18, DIsaararty :. , ..`! .., ;. ., .. .: Frtt t9n: tJHaep®n ylndaranS(ace (.�puangh ?.' I,ITyp§, �' ©Reddy . DPps ttejecdan Drur Rejectam .. GknTestRereree kaaaes: .. :.. . '. 18h.Allemata Fpd'Dy(orGeeerabij - , ." U.$EPA)2Number is $.gntxe ofPamatEF6C y to:Gage/abr) , +' .. FManJhi Cory Yea[. 19.14azontos Wasta Re pod MamzgemeMMetod%Iss'G.e Lodes bitauardous.wesi4trestrt Cdi%ws 1. ms) wsY} 2 2e CSgnated FadJ� O7rtl$propgrabr Cart onMre l hezprdotsrtatePskcaveteay k»lmi7nttmde taa. (adMl�a Isa• f,} /.l r /( PAn ^,... ay; Vear- �' a , �. l 3I.i EPA Form 8790-22 (Rev, 3-05) Ptevicus edidor•s are obsolete. . clean.tiatbors has the apprnptiate permits STA LOAD SUMMARY RECORD OA0.DISPOSAL bESTINATION OAD TRACKING INlFf TION LOAD NO, TT FB V OTHER TO SIGNATURE TERIOR F.XTFaR1OR DATE DRIVER SPOT STABILIZATION (RANT ONLY): Clean Harbors Grassy Mountain FacIIity, Tooele County, Utah WHITE - Facility CANARY -Generator PINK • Transporter GREEN-R, NET lbs. v GM 8 09 03 13 7 09:23; % 70 32920 42580 GOLD • Operations 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 Andress: 1218 t FdthAvenue ATIN:WaterlWaste G Monrovia, CA, 91018 Contact Names !p Sales. Drderlk. LF77818 Date Received, elsa913 erator EPA ID: CAC002741293 FlE Original Date Removed Unit Serlal 01 Material Disposal Method of Disposal riptlon Date Disposal CH ID p From Service Type Customer ID 3339991a tu3A2013 or 3339a906F PCB Sods Fa Lw.d* 9r3r2013 Landfill Untler Chn1 and Citrate! Penaltie and 18 U.SC, 2815),1 certify etal IderWedsactlan(s) of tills document for resporsbrdty for the persons whc, acting under Grassy Maimt F.,^Inty subndsaioff ortorgaud statnanla ar 1%one (18 U.S.C. 1001 tleeumard is Inta, accurate, and camplata. As: to the dal having supervisory xllrate, and complete.. Thursday, September 05, 2013 Date Page 1 of 1 WA&t MAN KE � t ,1 , ", ,4":... C c002141293 2�•�, ird 8.S..os`,..-ROSCOS4botaneJF.t:' 1 (1oQ 499.3719 1 n. 'w y � G 67, ...*FL E . ES 9 FiA& �tanrovta. pC£ 9x016 r ue A t l4: aeerli9Fas a Grnt r 35l9 RMI.. 9 . 4i Z7$S ( 1Vem,ortEeathCt 92683 Re t rtiran or.S +does CAR0i141 35Cti e.'ensaarm2Cw?A.+v Nt-. ., - GSEPAONamoer Clan 9iarbors SiV{L�htn"•.. ..try��tpl.0 l r ntsviite. U 6 028 r.sB Ph�kSd 1.ii9+�+Cta.+N" f{pp f��y. 9 .a[ +�,n �t N ... ., a .tf$ °�O" �P BtS 'M:FisttingC.-:t. , rrr- '�.CCridk'oMW] ty r.: N#}bi AA lAa3#tii3 S.W ID. (W0N 00 i a ✓r r� f�' ;i,a FGvuxtad; �c4axa �zv"�.' u«9 ttk? ^.d GFitd;dUi .`$70FF RtiR'$GERTtf,ZAPC 3: Is, pdpg:. WWd.Rtaet a"+. .a.,� „'a+'aNtya'a tta'St I�ebCwe sh PC '9name dam tl'ai , r-J" r+akeY�nit'r4!1 NM.ac ,.n. t.-pedbt E>q�thYi p tc tete, CD -txetUTyduhdt watN.rc3Nmt en ixwulaar pGCrT, w I .*w+dr. ro �brderm.flzr.d ,!.. wa...... sr�au ,8 a't'ahprteNa,ctemUaPtP+ Ytt'4Y@G%IieRltothah.Jar iiY'katath A..krsWedgr..iI "•• ,: G, 3CFR 227r,2 f ro4m �5 "f . nark dT{9 rF19Chw. . ..a 1fi Intemslfm 90?(mena Of ib , homUS. ` PatKrntryYaat . a ' 7tarsxrfa..I.J 'tzeFaorat nark a., "} 1,7Na U.S_ +: '� `, t 0 ?, ,, I swarm e w a°a°"`w i 6xaYaS UOaY,�' Y#am V DESIGNATEDFACIUTY - 18 tNedepaxy .. • . , .,, .."�, '. ' , ea'y nYs» r $$p5fif!N r.I R1 t9A ARmnaM For,N.y(ar ). • ,. U .EPAANwnbm 19a5gnebxeof FecalvtaGwreremr! a ' K¢nth t Nazs'NauaNtas^kR%Lw1I'r. Areett ti;.w3Ctt!ri (Us,;.t eaf7 aaw3s h .at sCac�t itzaai ";t as} .. , '• :.'.. .�2 its fur and will accept thew s 1 LOAD SU ARY RECORD GM 7121 09 03 13 74320 lb ROSS 0 lb TARE 74320 lb NET •TABILIZATION OAO EMSP'OSAL OES i••••••••... RC ACM_ .JTSCA SPOT )BiLIZATION rt LOAD TRACKING INFORMATION DROPPED FINAL CODE REVIEWED WEGFCTS GRIDS (3 9 GENERATO ORDER N LOAD NO. o\ec3 LOCK-11 TRUCK NO, CONTAINER NO (s 1 23`;tclai 4-7 NO, AINER TYPE; TT FS V OTHER COU 1 2 3 4 OFERATOH SNATURE CO DA 03/SeP/2013 09:28:04 CROSS lbs. 74320 TARE ibst 33000 NET rids. 11320 •frLOADWASHOUT INFORMATION ta, WASHOUT TYPE.. 2t4O ATURE TE DRIVER SIG DATE ASI.IOUT STAMP 4: OMMENTS NAME et- fit triLP 1 Glean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE -Facility CH1203 CANARY - Generator PINK -Transitner GREEN - Receiving GOLD - Operations Clean Harbors Grassy Mountain U-C 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 GEFtT1FICATE OF DISPOSAL Generator Faclty Dtamm: Newport Sub Sales Otder#' LF7781697 Generator Address: 1218S,.Fdih Avenue pate t2soeivsd. 913/20/3 ATTN:WaterAYeste Group Monrovia, CA, 91016 Generator Conrad Name; Generator SPAID" Original CHID# 74 r Removed Unit m Service Type Cu 333e3847 N3C/2013. Dt 333gg4 7/ UndtcMardC and 16 U.S.0 ldsnn6ed sectkin(s) of responsibMty for the persons w Lead ft 13006871 Manliest If. 006590678F1-E Material Disposal Method of Disposal Facility Description Date Disposal 86csdeF c tandfa 9.t3a'2e13 Landes Gassy Mann, VT Foray ma$dnq or euamksion of fake or taBCa+ contained in at accompanying Ws which I cannot personally wrlty Inrth end ecaracy: l co under my Weal in0W01100e. made the veuGwilan that ntnuons (16 V.S.C. 1001 complele, As to tho moony official hri1ng supervisory nicrtnatlon is bue, accurate, end cOmpteta, Thursday, September 05, 2013 Date x „. Ut1LPORJ ttA7.ARDOU5 r i'E nisi GenX0or tO Sitar CACO02741299 t PayaiM 3,E y y. . - C800i4 71.a3. d. T *mew 659 1679 FLU $. Nem etteeeeedates,. . tAas'4m4a'a3pt ik aaer.�a- r 9 ttevinarLSu4t i6S. 1rAvenue ATM:4 ater/1N Groraaf' i516S Poirot CA 91.Gi6 Geeeaablapanna: 9c19'"2f�-275' I d T'.rtwo(n Ccrw.rq Name • U,S.EYAIONumber tx me&a TrsrnsportadonSarvices �- ' C A R O 0 01818 00 P. tr '.acrrx,Cet emyr a _ v.5, *nur , J FaeaT'tSpRa^a. F Ns S a4: ess i�aw#oorsarasr LC ' 1i1 Ci 91 Q i 4. . SE8sr7 99Ies tlonh n :t't. • UT 24 _ 8900 ' OT De,u a 'SNAP+W `PI1l'4k atimevdsss.'C'..n ut 10. t'Gald+%i9. • 11#Nel , ,tn 12 dt "4Padaocaa( aa1i Nc;" Trae cuwa�H wove'. i ' RuRA HAZARDW S YEC¢iE $oLID. SNOR43or 291: REGULATE# ai Fr{YUMD eft St?i 1D WASiE, DEBRIS & SOI AS$ �radb0 P?MPB S0 EO! - x j - , 14. - H lerrg reaueM n, w, E^0222B ;S 3$d3EEATOR"dnERO4SCE TtF+CATO3?:..¢rebpda�,mre aa:&etw+dea+ud'Its !d¢'aad> ay 9L b, h"�p�c '—e,. *:a4s C 'aczr-%a'-,- 'ca' .,. j3' -- -s s1@ u-as' 3as r4-..— t-a re9 .na rtst Fawscsasra+rw°r y.. i C14t1.e'r -1 x1 6b:: LSOC mr mnbe+r at-' rrsk,n.. ; ,. ., 7 . 4@» rtstemms! ta6O CFA2o'22r(e:Nlda sia�ab s�jcvil¢{rlamasamF'9&jaue. ; i s t, A,N _. I I Via° I"CS , . :` .. r-r-7rcz _ 10 tflman�a 9lepmerde' L.J mmarlfaU3 ,' t_,.I crtham Pai9Yamry/ex0... �Isrsea{.hrexae,'Menlyi; Dsia l&ralegU.Sw' 17 harereeer dmeri'zdgdt tdReCfl?aT s Tr 1 mffiUiypml - _ 8 ` ��• rx�xaae2p�ittr#TyicdNaa,a ,.d r D210 a partA Raman CJpe 10b.Aea Fec-(o-Oeearaj4r), .i'! ,Ymm 1Ek�aGmaf? 'rtaloEot vim'C I I .".. I "S.r ' 'h`aaa:Re;oi ,. y.E.. ta+tan+rtY,r.3 baysYvt grdrr. n9s '-v} ter`. 2G robp Ow roi0e_a rCd�r ctt0.brdtsT+A-I ands smattat; Wosad tsnm�wlftate¢grastrdedln tom.1 -^ n X1 Ne 7 .ti1'; 4.4,+) I a - • EPA Form Rev. 05j Pre tou9 griffons ere obsolete, the appropriate permits for ansi tvW asee • DESIMAT STACILITYT for is shipping. TO ENVIRONMENTAL SERVICES' LOAD SUMMARY RECO LOAD DISPOSAL DESTINATION •TABIUZATIO Et A CEI SPOT STABILIZATION LOAD TRACKING INFORMATION • " ROP IVED 1TSGRS . WIFE OAP Na NO. 150,-1 TRUCK NG. CONTAINER NO. (s)' AiKER TYPE EG TT FB V OTHER 2 3 4 ERATOR Si RE At GM 7: 36 09 03 13 75840 Ib GAMS 0 lb TARE 75840 lb HET 03/Sep/2013 10:13414 WO lbs. 75840 TARE lbs. 3:3560 ICY 'Ls. 42220 WASHOUT -INFORMATION HOUTSTAMP ASF4OL1. TYPE: NO INTERIOR NATU DA -3- a DFUVER SGNATU ATE ITEM '.00MEOIENTS r ••NAME DATE Clean Harbors Grassy Mountain Tooele Cortinty, Utah WHITE - Facility CANARY Generator PINK - Transporter GREEN Receiving GOLD - Operations CH12110. 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 Avenus ATTN:Waterhvaste Group Monrovia, CA, 91016 Sake Order#'' LF7781697 Date Received:: 973/2013 Generator EPA ID: CAC0027412933 Original Date Removed Unit Serial 0 / CH # From Service Type Customer ID 1300207 8r3072013 DT 33400207r Material Description PCB Betide For Larva 9/3/2013 Disposal Date 13006875 006590679FLE Method of Disposal Landfill Disposal Facility Grassy Mountain, UT Facility Under CM end Criminal Penalties of Law for the making or submission of false or fraudulent statements or representations (18 US.C„ 1001 and 15 U.S.C. 2615), I 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, 1 malty as the company official having supervisory responaibilty for the persons wile, acting under my direct instrucLons, made the verification that Ills Information Is true, accurate, and complete, Thursday, September 05, 2013 Date Page 1 of 1 . _ . y _ RAZAftDEt�f5� ' •"`� AYYAx a r i ': ", .e LP3ljt; • CAC0OQ741 3 m^g. FS,'eme S6 Nsn{1ax#i.. Nnmtrix :0048 S7 FLE .t- y.{sr' ,,n�5tyiy.,,t&w3M1.:r .M+Ky��. p�.yyy.. ,a.�y y. �c: .I,v v: 05(�ti..y"�y'xyl,y,.".�..,,..�anMu.•x.raSf 'V .,8QCicscY • -. r.fthj Yen A iN'Watex,' MCvrcijb xl Y' •! Fs('3.J £Yp 15{II L1SA'V, t tataT. Ci3101e <r+Irp a a r3,3tY . aY .. y i Hi 1 i v.sawx, «a,.wa-.,Noma r U.S E'?WON.x i rtedtal7t rsDo!mtiun erarr a CAR 0 0 01 O 1 e 0 7. 2 datatidT�uLWNo i 3 i % , aia k;Rr;;,rt Name. P..r a 0Numt, 17 VFE IC Cct anarsrai 19.iSaa Cbles' ®4.85.DOTC NOFtcko4Gt fl)fauy)i .Rb. Wi rVot ', ,, rA HPz� ts�nu t�i�s t�i . t �r` r '4. :+ • FUTON hor. ':rk arC Add7oroi Vianmtian .. . L. MICE-02lB .,,, 16, GENERAT42'S!OPF�1t4R s.cEff17CATi0bk IYn;re., SaraU S's ,t t- ^mm'; a.t t,a+d scU.. t 6hy• pIO aRP,N't7iaa9aama, ortiws assrkra'1a 1, :,OEpibp'tlod,ar.ase ai respuNS ht Wap "xmtli tmf6U114P 8ccolm .o taFA enrniabort " I,v'flif,tf ,i781'ouI4 ItnpJ 9 1'9M1t�.*d`1 rn �2 FitM1 y t0!V/tM1gt�aia lSOtPtsmnetgnmsmtmmo fltO#w of9�otaffi`md EPA r.' �,hgwxa..' i 8a18re ems" haCCR 2.r s'"1Wrii 3ar. -ryur L2M'{wrtb13.9 x QExputtrpaU' '<. sNeatylerlc. .'. T , TRANSPORTER] it.T.^daa' rtWaaptcT taA4a }Fr dt"YR , �ns„,� : :aY'45. o•, y...�++- 1 .. . DESIGNATED FACILITY 18s DO.va+.c:%r=1.an STaca [1a a EJtyFu upmtdus 0Patial Nedzr'far `<. t,aAerancfra'$rrtia.;aTau} ... ". llS EPA&1,^kamCaJ F '' ttc.omarAaar .UF..x (orCa p ,. 1�. '$}ta2aftl:1i81.o:Y �::i VVa ..tM `-i Codas o.,=Vs to ha38r5`vawave Fealmto, Etpuval, For¢Fydng system* 27 rtttrperss.*-Ca.�aficeccnaf a tdhszar'eu.s:naau s' tj ecea.vw lrto302 ern 1Ea r. !!! + iTABILIZATION IAINER TYPE; LOAD DISPOSAL DE LOAD SUMMARY RECORD ON > SPOT RC RA CELL TSCA CELI 54 STABILIZATION OADTRACKING INFORMATION B V OTHER OR SIGNAflJ: OAD COUNT (RAIL ONLY); i 2 3 4 DUNT I DATE LOAD WASHOUT INFO ATION. ;" , . `WASFigUTSTJ ASHOU7: TYPE: yls7, NO INTERIOR frj iOR ASHOUT SIGNATURE DRIVER SIS Clea CHI Sos COMMENT Grassy Mountain Facility Tooele County, 2013 lbs.. TARE lbs. HET lbs. NAME b lb TARE lb HET CGI34:5; 78760 32420 46340 WHITE -Faculty CANARY - Generator PINK • Transporter . GREEN - Receiving GOLD - Operations ATE,,.. Clean Harbors Grassy Mountain LLC 3 Mites East 7 Miles North of Knolls Grantsvife UT, 84029 UTD991301748 (435) 884.8900 CERTIFICATE OF DISPOSAL Generator Facility Name: Newport Sub Sales Order#t. LF7781597 Generator Address; 12185. Frith Avenue Date Received: ATTN:Water/Waste Group Monrovia, CA, 91016 Generate' Contact Name: Generator EPA ID: CAC002741293 Original Date Removed Unit Serial # / CH ID # From. Service Type Customer ID Load #: 13006872 Manifest #: 006590681FLE Material Disposal Method of Disposal Facility Description Date Disposal 33398948 8/30/2013 BT 33399948 / PCB SdNs For rand9l • 5/3.2013 Lanai Fa Under CM and Crinenat Penalties of Lew for the making or submission of falseor fraudulent statements or representations (18 U.S,C, 1001 and 15 U,S.C. 2515), I certify that the Information contained In cc accompanying this dacuntent Is true, accurate, and complete.: As to the Identified sealants) of this document tar which I cannot personally verity 1rtM end 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.. Thursday, September 05, 201 Authorized Agent Date Page 1 of 1 e a. eoP 3. UNWeRM HA7ARDi3U5 wAsiELAearfEST ar CAC002741..293 z - Finaw„„_PfatNumba+++C "804»48l311S i7s,f�tc ;a tr ap r.�[ FLE c &. n[aMS.n'd iS5tes f ' Sd8Ak�4Q5g (tuwwPS4 ly x7Ytl y i218 5. FdthAuanue ATTW:Waterlt#aste Grotto PRersrcrAAa rat J341e f a ` ` / -2W 1- 27a°g ' flev8mtt8 a t �, 826e3 Genar'Pncn nH$LW.'A4j a j4.•. S. TrandtcMti Company Nam - U,.S. EPA ID Harter Ramed'IA Tranapattaiian Serv%c i. C A R a'0 0 i, F 15 0. t, Tmrtt 2Coafluee a, MUD , Name T to Hrs{artss5+ ttt`n Tt�East7 Stto of f(rfaR3 iiii>#1 809 T4 P n1 .I T844423 S 8b.US DOTbesaioan� w 9 Name, Wood dos, !OSt0.Cave#mre 'Pad* SL'fG ` t2.Uam 't4 GrovgNEMS N0. NOPi fit fiA t4A r31 E3bUS Wi ' #E 90LIL}« fft�i REGi1€a$T 1 riPOUPt1 PC23.EULid3Y4tdt9Tk.LiF itts? sOr 'y'Ippe .^�6k7e�}y' ASS€i ?df'. fld * PP Pc stSw ct oitn ! 1 # w1 e 3 . . t4. Scii od.Ya: lmlNC1n �^z AtIIPFtM b!e"ar , - [b, GE9Et#ATGR'SbPFEADf4'S CtRIMICA'f' &'; SelbyG1a!ffi .. deb .sma aW '- day,^ ui by &AQYr¢- 4ad"" 04,015421P222c2102211 EapxWt,iottristoetrnwaratietbtetan e/ 4 4hh Ie yNeiCmxasb ^'rk nYSC;nsta' 21266122262040CTR 2S2.27(ej �i!#sa�aa`} rrav?t r iL$N ;. as A' 1 }➢stse. < emm'atCa.'ds PrrwdTry' . s CE rD (444-,=Ou..s a , 7 f t 13° t13 t�frtanathnatSn"�,mmmnis t'—t CEfcazimmn . 0mWoNto U.S. , Trensxitatx�meate(fioraaportaoAy}: :.4, " • De2elaevtapUS. K f7 T ;tam+�gotRecpytot - . " "ifa"s�Pa.sfart a Maeffi t4Pa4rfypad Nealia Sy�naua,,. fi te.`113 `D4r' . Y� i Tax'2 Vpxtlib� daft` awl "'! ;.t�ri ,... : _.::..-..v' .... _ .`.... �, V } p ,a.' 4 tSace . ■ 0T © OPittag DTS.R@ cn` ' ' M th RakmnoetCimiber tab, Alternate Pedinat Gn rab4 . U$ EPAIDNumher 1SG p.. el mate ) ,. _ •. j•Mm+a+it ,{ .. Yafr:. 1 1 1. 1?R 'Watt %mats M r,.mffealoraaxa+das �m ' 1 ±32 23, n Pra76anerwgw4zt. Ce:; nry gxdhem s. rlas trybn maxtiptava1tdrh>mn+'Bv f-7}}JS��t� r "r ,,�j�(�ryrf� { I t v k c Il 1lt� I ,4 f �.X J EPA form B700-22 (Rete 3-05) Previous woo are obsolete T � DESIGNATED FACILITY TO GENERATOR na tarpoff has II a apprepn fof and wilt ataepr the wane -the Sant LOADDISPOSAL DESTINATION 1 ILIZATION RCRA CELL jTSCA CELL .86 SPOT STABIUZATION LOAD TRACKING INFORMATION REVIEWED WEPfTS GRIDS IMNIFEST MAILED G N HAULER RTS DEA NO. NO. NER NO.(s RAILCAR 0, C ANgamPa 17 FB V OTHER LOAD COU 1 2 3 4 OPERATOR SIGNATURE DATE GM 7vi.13 09 03 13 77980 lb MISS 0 lb TARE 77(o it) HET 0316e.P/01.3 09:455D CAGROK lbs. 779cio TARE lbs. 32740 NET lbs. 451E0 LORD WASHOUTINFORMATION WASHOUT: TYPE' NO INTERIOR EsbIOR AS UT SIGNATURE UVER SI DATE - t3 WASHOUT STAMP COMMENTS TE Clean CHt Grassyors Mountatn FacUity, Tooeie Coucity, Utah WHITE - Facility CANARY *. Generator PINK -flansporthr GREEN - Receiving COLD - Operations Clean Harbors Grassy Mountain LLC 3 Miles East 7 Mlles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL. Generator Facnty Name: Newport Sub Generator Address! 1218 S. Flf h Avenue ATTN:WaterNyaste Group Monrovia, CA, 91018 Generator Contact Name: Sales Cider# LF7781697 Date Received: 9/3/2013. Generator EPA ID: CAC002741293 Load #: 13006873 Manliest #: 008590683FLE Original Date Removed Unit Serial # f Material Disposal Method of Disposal Facility CHID# From Service Type Customer ID Deserlption Date Disposal 33399949 8t3012013 DT 333999491 PCB Solids For Landfill 9/3/2013 Landfill Grassy Mountain, UT Ratty Under CM end Criminal Penalties of Law for the making or submission of false or fraudulent statements or repreaeMatlons (18 U,S,C.1001 and 16 U.S.C. 2615), I certify that the Information contained In or accompanying ale doc Trent Is sue, arcuate, and complete, As to the Identified sectlon(s) of this documentfor which I cannot personally verify bulb and accuracy, I carrify es the company official having supervisory reeponsituRy for the persons who, acting under my Great InstrucVans, made the verification lhatthls Information Is Ma, accurate, and complete, Q Thursday, September 05, 2013 Authorized Agent Date Page 1 of 1 iY% UNIFORM8A7. .GQUS WA$TEA4ANIFEST `.'t r*ramf.fl`hV.atsiaz' AC? $4'•2'74' 7`i 2.P *1pf . lEttx ltp hdne (0{yS4'$:}. 7.'3 X. AlanHaxYrse.4hng Otl55 3,uSr 0655 FLE .. i21 3 naueeia.CA9iifii Geresta�'a9Mms. o 1 s rtue A1516 Barnes Mad. „9 3y - 2 NmwoR&each.CR9 663 a. RarrYe ta# T rtaisanS*svic s 1 A R ©©t3 2 8, 5 6a O 7. fscy,atarx Gu anyMa .. U.S. E?AIO CieaeeHaet 3RaS E Xaara u,s.aw Gnny tSC U T i?'$ B 1301748 it 7 t�ortiS tdi 9C» 1_ fir« t1T' { 9f�86iNi ' 8'h.375 GKY±� ar StiDD yr aun.iM1 +aQ ,K}t — 14.C.or es 11.5sxi 1313* 1 W Carkra N svlPudar�Grar�royg }��p '. . . - rifl. ryP® y� py�{yy..� 1. NOWRCRARAZAR Et�XMTh sotrnx l'4+TNli-oot gi.�:. n1 faro k � ♦ <=nm ru ?5, GEYERkiLVF'gtG gfi[Ni'SCERTiP.CA1K1H-Ihasbp''� dale iA NeQ caM1&ttal5Pgsxtar, 'inwiiexe6 p•&A maRMa �ala�f, a*sre In §mpianrcon%'Ymn orc "+ xccr.4s USGs" 5r @flIa4ha Ex4cS jtastly9fle mrt4nts tt*d%cel➢ry to m to U'stranaa tYlep dwd EPAR rieagrnM tcar are a, tv} nl�k!'cn �0ie#OtFR16227(sl y $'&3aYC19 by'3KF w*Wk. P9M,e ttLa a. d.. . mrii.�la'�>�Begwrt EeMIam ttba fMMury ' ..�y .. Cn..�e •.y. a "'sizh'u Yey ,�—t:c � feu5 1�h • 13 f@,ifa¢toalfaalStll nieMa .0 . Q incatmLS nE51GRATE© FACWTY ITRANSP©RTERE (4po� yS f.. . ;Tsgrmvre Wm* t uey Year. T tf �S t%�'a^Q/4.. i 7 �^^-�.5+ [.,...f.Srr`Ba.4r!"�••. `'"i ,.f,% .. C'r[�tPytt .., wa�c 2 . ny�traasa - Sl;+HtaB ?n1ai1# t*y �' 1 I 1 1 etas. n A, 'sJTydas r' t,�rR ❑t+a �mCft.Cka?rn < Man%asEf2eTsznts Nimte .. ' iAS,APRFnat F G *3'! t , IAS..ffrlk7 iBG SI�Ma GfRi[ertlalefaCl tor Gof9e af) ,. M.OrJ,h Day..'. Yur. F 1 .i i4.. t`9PtA'15419'SHktlQad43N `vX6le., d`MSgP �ftYW8r f93+d. YZ SY i _ . t.. iii32 2 3, ... .. ...4. ` '� ( Uit' .. .uPgT&tE0Y5T tom*&: Ey 31W 2ffidpi NSlFi of Rr:!S F4 f r1 ♦ ?_ �' ✓i ✓ 21 ig� e 2 A .t. i it s DESIGNATED FACIC TOR I .I STABILIZATION j RCRA CEt 1 LOAD SLtMIMAR RECOR9/'\ SPOT STABILIZATION OAD TRS) DROPPED DATE .9 GENERATOR l�l por ORDER NC LFT r TRUCK NO. IZ3a 15 -7 ING INFORNMAT ON EwED wEIG NO. o! LOAD DRUM NO. MANIFEST MAILED 33`-\49Q 19 NO. (s)/ RAILCAR NO. t ;CONTAINER TYPE: TT FB OTHER �G O TOR SIGNATURE.. WASHOUT: NO t TYPE: INTERIOR LOAD COUNT (RAIL ONLY): t 2 3 4 COUNT OR WASHOUTSIGNATURE• DRtVFyftsIGNATURE IT NIMENTS' DATE GM 11:54 09 iF 13 77780 lb GROSS 0 lb TARE 77780 lb NET 05 $eP%[il13 13: G ? 1Ea„., . „ 77730. TARE lbs• 33060 ICI l`us, 44720 a Clean Harbors`Gra3sy Mountain Facility, Tooele County, Utah WHITE • Facility CANARY -Generator PINK- Tianspoiter GREEN -Receiving GOLD -Operations CHI 208 7.7 Generator Fachty Nave: Generator Address: GeoscatorCantact Mu Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knells Grantsville UT, 84029 UTD991301748 (438p 884-8900 CERTIFICATE OF DISPOSAL Newport. Sub 1219 5, Frith Avenue ATTN;water6Haste Group Monrovia. CA, 91016 Sales OMat, LF7781697 Data R.celve.t 91512013 Generator EPA ID: CA0002741293 Original Data Removed Unit SerIaI #t CH ID From Service Type Customer ID 334a00t9 ar9UR013 CM COM-eo6aeFLE-29r Under Chia asld C..tinali P and 15U.S.C. Idenftled seceon(s) respwwhiny br the persons Mani 13006994 008590885 i¢thod of Drsp Disposal teneet iF Gassy Watt, t... Pay 1n ndavon of fate or freudutentstatemerts or representacons (18 U.S.C..1001. h oreceompeofing this dnra[menl la but accurate, and complete As to the Alen I cannot personally verity truth and accuracy certify es the company official having aupervlsary BCE 1YxahWiens, made 9*a verification that trio Infarinattcn is hue, accurate, and complete, Thursday. Ssptenit T 12, 2013 of 1 �.9 7411 Vagarm a FLE 1238 ,Fr ftAAllN:'a at rfl9esteerutto }$dS$alheg +ova CA SSS 26�y y Hra r art�each GA 28�9 .. 17 rs • , ti$.s n I 7.Tmra"pcdfl .Y f 8 asa.>- a 3t s US. EPkSaMumlaat . C 2ar, Hatborsi3rassy lid Sly & 7 D es No acia 6f finnits •U to N 13 0 74 it ra aeaneax f435%8 S t50 8bii.t03Ttlmc4bi*4S *'&!*flq;v •a Inad sa JA, m:. ki C. a as lf. ilR3i E2.*4 �iS.Passsafka!8z`..'. lied 8hlPadriS Uraup(Ca'gT} . , tke. 'LyGa " a* iy.... Windt .. ... `. %OflCM4NA7AROOV8WAST R t3iAk ?Ci Pt}i�NDPtflS.8lk $ALiCi.t{Np*DOT. �Tk A87fi iEBRi3 t8a71; { 261 �/{ a. f9 Stti.Pi#k£aPoXsa d.aa^r:4rrr8+gr , Oa GEfi#EiWT48`&'osnnowscER7rtYGA7DM: th&tty ^,miSmYU laa`Efit etu'y u4 P�`dralOCowbytlie lxcptt gai!te. endt n*ock 0w3�' " murka�ard a4ano :aa9fvn( is aapa .tiahaed fo[aat++rGatacmdmy AS MMm8lbr tar9 t�regttaPanc.tlaxprmenpnantand tan teP tvy -Cxkalr co lie cA.W mBM m4Mnnb Wa of l�maCechadEpAACkruxdetl �CatSk t. 4s yitt4eW . in 40 CFRR52i7(a}(ICBrttakrpe S anF�'(Aiz*a .r8,a�rayw 7. Gray Yj %✓�.as�ak+`'`aKmM+aatRhy M., yy ' ,h` • aae /`/ jj .,�- ...✓ f 4' .P. i~hSi..�.°.n iu7.i "fJ AkX: Yt�1Z ,-�c • , t ,,,.^< -/'" • • LFJ t � 7 . ..a �..araaet ,f tS Mhrtaawiis St;pmAno- 1� ,3r! tbU.£. fpsnU PaAota ptmd; ezoam«tvr. _ cam /' Pito %,, ;.AESIGNATEDFACIUTY .,: rep r s pmnnM i DReanua • ,0 paw ReamDr "° r aa�a�aw 1M'S. FS w US PPA ra tvsatiRws° .� - Endlf(aWlicoe: . . s t6n.S�nnlweafN *,tmteF Gy{aGercBramr) At*th Day as6:8, Wdas m{hals*awadda hra9sma�i,` tad yystar~ - .. . }fizz .. ... R :• .. ,.. 3. '. $ ,r ,:. P.. Iorcenk7ca"anctemmyatcf 6y4"e exo zsrm ,''fln a°a I� '� It: A`,'n nyy��}}Ga+ 10 t.il 'yf �+�` .i liJ 1 � 90 t ♦ tt'I/' f i�i .. �('"Y:. EPA Foiii 9700-22 (Her. 5, Clean Harlem ll settle. pti&t porlpir fer and will accept the waste theEartarat LOAD SUMMARY RECORD LOAD DISPOSAL DESTINATION STABILIZATION RCRA CELI TSCA GE LOADT RACKING .I NFOFI _JSPOT TABILIZATION A FE 13rt7) GENERAT Nk Q,I.) O ORDER NO, t.._ F` 77 S 152 HAULER NO. TRUCK NO.. CONTAINER NO, #aj(RAiLCAR ag NTAINERTYPE fED' ©' TT FE V OTHEI OR $IGNATU OU 2 3 4 T DATE tAD WASHOUT INFORMATION HOUT;. TYPE: p INtERIOR E 1RVR OUT SIGNATURE TE DRIVER SIG ATE VASHOUT-ST4 GM I TARE b MET 42300 IT ?N' N A n Harbors Grassy Mouhtaln Fatality Taoele County, Utah WHITE- Facility CANARY -Generator PINK • TFansporter GREEN- Recelving - GOLD- Oparagons CHI 2e3 Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Generator Focally Name, Newport Sub &wander Address: 12td S. Fifth Avenue ATTN;WaterANaste Group MGtrouts, CA, 91018 Generator Coraad Name;. &ores C&C"eNF. LF7781807 Date Received: 2/3/2013 calor EPA ID: CAC0027412! Original Date Removed Unit Serial CH ID t From Servi Type Customer Load N:13008898 Manliest a: ocessessBFLE Material Disposal Method of Disposal Facility Deaerlptlon Date Disposal 33 73i3% &30,2013 DT 33402471 PCB &liia Far Landdu saran 3 Lana Under ONO end Criminal Penalties of Law for the making or submission of false of Frairdutent statamants or representations (18 U.S:C. 2C01 and 15 U.S.C. 2815), I certify that the info -maim contained tn. m accompanying rids daott to vua. accrefa and complete, lot s7 the Identlaed sec%on(s) to this document for which I cannot psraorallytatty 4tAh and accuracy 1 dartifyas the company otattel haying superNsery respanstta7 for Me persons w1to, acting under rry direct instructions, made the veri5ration that thie In Is true. accurate, and complete.. Thursday, September OS, 201 Date Page 1 c11 v�rfzSaw' C`t flr4�S C3i Pkssa t*l or trye. tFer i d&*Sd for a UNiF¢RKf ffA7Alit• v'%,1.<,u. w` aAi,.y °�- - �- TE NFEST O 4 2 ? of r a =. t%rnm. 0. 4 72 R„.;t rpet t. 06:7 FLE y, non :. ad ,r:e ` %. Fifth �tJt51t3t£ ro t b 1 `5'•' S . ... :' .oax•a u'rm,i' ern rn 2- a .•n,iej •. vents -'A }4:Wate4 /W$sty Gircuu .a5-16 Via . . g@ 'py iiett8aechCA6266i3 l,27�"ti R rfr porlattarf S rriera5 G A R O 0 0 i 63'S 6 0 • . e.�s"' '�. tide "e. Httra¢rA er FS rborsGTd55yf e. Sir 'a».,wm Q.S.EPAIt r yp[ F�»rrrrtain Lit -"•..' . 12 tlri f8. G9G"en r � p arsJ » G ou @. fl ' . w Ao.. �fi.. • .. WtNd. �Q F A tt t�-. :.. i1g\yyW�'..�u�:������}yyil��i�}•yys��cf.,,`��,1y.T�"V�M�Ygy4piyF}�r�"a!y»�ny.�iyi LOEERI 4 s3�Yyyy�.itCwv.�W M�.iE�• DI" „ . WS CE-A212Z .. se , iiwrmtry rihPcMtar+w ddscoavgAme+ Mar. r<aa i .•4:92 tgNapr+K Pp'+�B" ,and a par'J:apad roxrkAR xtaah a€aaLet6amp+ as rckrbaamp:'dcarahgm mmm x ,�•ilmemmgMgtreg -.. tlaxpwtalurxrelrimMtaPt ihsP 4ey �'parlen lcer tj t ec al ., Oat aze2 sttl :tea d a • t mq' al (mpurtmU.-„ a .., ,tmm U.S. • .. .. . b. ( �p 3 / 3 �,Ynyy,w.. [.r» F^ A l ' . rarsp?erTPAeadrfppasstvr. - +.HP - '. '. .Ca( ea(: . �' y� rod.t,Mp. Gr1.t id4 atic+n5raaa ❑ tksap r ❑ 1._}R9a%1aa 0Peal A a . .Jra aClPoI! iph. Far.PNY ifir... ) ...., U.S. EPA 7fa NuRYmr ... .._ .; .. ..;e 9P?'C e. . • - e •' ' 59 Hsz:mws Wee ."xaynat d it-1 CotesC.e;.,,J—SI rha a'c,rv.st'kwss` treaimeni, -, id recpd3°9s , qq h7fi!7!T iii�^Y:,y �r7 n/���}} EPA Form P're'�qus aairS are obsolete. fa5tbe aytpt 'ate pencils for IONATED FACIU YTO G TOR . GM STABILIZATION GENERATOR ORDER Nit. RCRA CEI 1 CA CEL TRUCK NO. CONTAINER NO» (eti RAILCAR NO, T- CONTAfNER PE: LOAD COUNT(RAILONLY): C G TT FB V QfHEFt 1 i 2 3 4 OPERATDB SIGNATURE L'rOUNT DATE DRIVER SIQNATL$ Clean Harbors Grassy Mountain Facility, Tooele County, Utah b TAR b tET 1©:15:41 WHITE - Facility CANARY - Generator PINK- hensporter GREEN - Receiving GOLD -operations CHI2a6 600 Clean Harbors Grassy Mountain LLC 3 Miles East 7 Mlles North of Knolls Grantsv4Ile UT, 84029 UTO991301748 (435)884-8900 CERTIFICATE OF DISPOS Generator Fec81ry Name Newport Sub Generator Address: 1210 S, Fifth Avenue ATTN:WebatiWeste Group Monrovia„ CA, 91016 GanfimlorContact Name` Sale order* LF7781897 Dale Received: 91412013 PA ID, CAC002741293 Load #: 13008936 Plangent t 006590607R! Original Date Removed Unit Serial#t i#ater al Disposal CHIC t# From Service Type Cuetoma;ArlD Dasctipttan Date 83422731 9f32313 D7 33432731 ! PCB $odds Fa Lander 9J4/2013 tinder Clve and Criminal Penalties of Law for the naldrg or submission of fats or era 15 U.S.C, 26157 I catty that the bMonraetion contained to or accompanying Oils fa Belted cecton(e) at We document ex which. I cannot personally orrery truth and ac responsibility far the persons who, acting under my direct Instructions, made the vetifl aupe nfnnna0ori Ee true. accurate, and complete. Thursday, September D5, 2013 Date Page 1 ct 1 r�aaaa � tau2acRaate(sz-Pf 7 — 3_..... ,. —. ... -- F az+: lab.' 9 UNiPOft.Pd NAZARtit1US KAS ESAN):Ebi •C;AC 00`2743283 'S tts}" ptxaa 1. Ya ���airtr4AfrgQ yy�..�r,. �py #SC{Y 4 7 t ' �CI i]Ct.�y FLE Yyyy� y�.9Wtery } , i�Abav�nWry'. Fi➢jL}YlAye&tgee A IN:WaterriW ste-G GQf,�y/T[�, .{pJ}16 �c.yhouB .wry j4ry rS:l0 V S Ty1 Z 111 - W17O 4' a. .� Hctwi fYrR S`�r1�{ill,ieA82t { $,7r@nwrr 1CanPay,. U.S. EPA ID. Number " 4etne+ ff4i #ansp0 .,CAR000191.580 i) d Nava S EPA 3 (kr¢ez Fmdd ra t ;ebb ii b54tt3 7 vemta: S:m U.S. EA0.iD.Numter s tliaPN i3Yi58928Qi748 0 ,. ' r ' .. 9p.i S001'D PmPer Nera¢t'NuardCiass8}tbmdet, 10 ri 7otN - 12 UM NM. andFacfri Groo('f ,B.VtaaSCodx$%�•. , r �' RCRA HA?3tiiI OUS vut n t t WA�iE. SH �D. t iiS set ASTE,DEERi&&50 201, ASS41 #381i0O.F NC$ l8G0 0Jb 1 .... v ,• 14 Fe k3 mtA01W i 1b1 , i-14A9CE-D2xas 15. 6EN'tiaAyo S+'DFi'SRDR'4CERf CA7t4N; 1 Bat..* dAretaa a'efa ttelacaue`d a` abY -• y etPgit' .w1da aez{ c': .,.•aMat in $rr a.a�m.4 6r a-1r qwa» Ae & tadJNw7Pm$Paeprq, �iLa`iYJ �A6iv@� 4d !¢PA X'S.i$a" Et2•t3O b .'. - ; k uqY. n m ..4n'sn , a F dte�l" !Fkyes'm. N@r r31CFR'2e'L27(ba$'iaYla 18„ k8mpmen5 �ImPbrt0.51A9. i,.,i Cxpersirart:lGS. . Pat cfen• @ytmfik Z r%M'i .ae ateartsar .r*..x Draica*hgb.S:. .. adz t7 ! [` (•,: c t 18. 8x; a4p Via .. ©Type 'ORPum C14 wua a C FAa Va'f stR,Pste'ce Number 181hAHen, Fedid(or Gene2@ir) U.S. EPA ID Numbar , FadiyB anmc 1!. SIB, a•,_,P(Adsra.Y'a' (arf ptp1 .f j'•j 1a 1'e• y i *a r l4k�a3tzxe a+�. -P - tiwds.,.zcsStw.: aroSa6 hazudaa>Wm'sft y 6.s#t !4�F , • .. ' ' PC• F.e1 4n7' �Cp- or. MiBrAiptdt328'Qats saaatndMC 795nDied.r e., ;88 . O"w' � i.{� r ( J Pom'yPad rime, _ far EPA Par 8700,M (Rev. &DBJ Prev.su3 a ina(v are ob@'o7ete: / DESiGtdATED FACILITY TO GENERATOR GM LOAD SUMMARY RECORD POSAL DESTINATION tTABIi;IZATION RC E TSCA CE SPOT ABIUZATION CKING INFORMAT)O DA NERATC AD N HAULER R NO. o. 4 T AINER NO.{sy :RAILO, R?YP D Q TT PB V OTHER D COUNT tRAIt 1 2 3 4 IGNATURF. A' 13:01 09 0' 13 76200 lb GROSE 0 lb TARE 76206 lb FEET TARE lbs. fET lbs. OAD, f1ASHOI,IT INFORMATION NO INTERIOR I ERIOR DATE RIVERSLGNA E ASHOUT ,STAMP 14:01:37 76200 31380 44Rl0 A Clean Harbo s Grassy Mountain Facility, Tooele County, Utah WHITE - Facility CANARY -Generator s PINK -Transporter GREEN -Receiving GOLD -Operations CHI 208 Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTt3991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Newpal Sub 1218 5, Filth Avenue ATTN:Water/Waste Group Monrovia, CA, 91018 Geneetar Contact Nemec Sales Order*: LF7781e97 Date Ravened; 9/4/2013 Generator EPA lay CAC002741293 Original Date Removed Unit Serial Material CH IDk From Service Type Customer ID Destt)ptton SOO Fra Land' aa/2013 33428149 9r3/2013 DT 33428 Under Civil and Criminal PenalOes Of Law for and 15 U S.C.: 2615). I catty that the Informatn contained (n der.ILSod sec$ools) of th s document far which 1 canna persona+. respaneallty for the parsons who, ecdng under my dnecn. )rslnictlans mad Loadtt 13008948 Haan. $ 006590689FLE Olspoaal Method of Disposal Facility Date Disposal Landn9 Graray Pam U9.C,.1001 As to the ing supervisory mplete Thursday. September05, 2013 ertmOtatelOthatr CAC00274128S ISSa n% VIWO'Rggx' Abmenvirt Madetek iii,cMenatotaxeuta wiantantact, ansi.atC ttag.,epttasci F13 EPA Fam 8TC0-22 clean fiiati -05) Pre1/440:9 e4",C' .ns are ehsaleth. is has the appropriate pain* for and -will LOAD SUMMARY RECORD DI iSAL'DESTINATION RCRA CEU TSCA CE Cien Harbo s Grassy Mountain Facility, Tooele County, Utah CHI208 ! SPOT ABIUZATION GM 4 13 b 1V5 Ib TAPE lb HET WHITE -Facility CANARY Gensmtor PINK -Transporter GREEN• Recelving GOLD -operations Clean Harbors Grassy Mountaht LLC 3 Mlles East 7 Mlles North of Knolls Grantsville IJT, 84029 UT0991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL. Newport Sub 1216 S. Fifth Avenue. AT£ti:WatadWaste Group Mon(eval. CA 91016 Generator Contact Name: Sties Order& Oate Received: erofator EPA ID: 4 19006941 006590891FLE Original Date Removed tired Serial 0! Material Disposal Method of Disposal Facility CH From Service Type Customer! Description Date Disposal DT 33423849/ PCC8 Saab Foe Lawn 0412e13 Larnaea Under CM am1 Cdnthwf ar Law £a tar miring or submission of Wee or fraudiMt t statements Or repreaerlat. and 15 U.S:C, 2616) I certify the the information contahred 1n or accompanying this document Is true, meanie, and cam Iden'$ed seclkon(s) of Ihie document/cc which I cannot personally verify. matt and oauraey, t certify as the company ofrcialhating rsaporstatity for the persons: who, acting under my direct instruclions, made the vanfdaUon tat tie information iis true, auvrete,:a y, September f95, 2013 Auttiorized Agent Date Page 1 or 1 UNTF4RMNAtAgCCUB. WASTEtAAMPEST I GOattal9rVR IfFamf .,4,a- ,4,' , ' nr CAC002741293 1 - pxszIan (80Ca483-3718 4.Marc`Rwitres' Motor n 006 9f �yg 893 FLE a. 6iewt anere�'sF o!cy�acxarey%13 o cv a � Rsxars ma arxs9C6 arzntu m +� rntSub MurrB.CA91tYa6 } (turt8aaetr,&. ,7 7xa•�: "dC�`f"7k"%�,,` f���t i 92633 EAAtCtt5nsY5er - - 5F t'-9tYa"f% - :�. rbisb>o<+eri�vmPe>nY ... SEFA� y^a, r s 31 Grassv UC UTOS8180 748 id s Egpa�,,st 77 ddY1e�sy [N.� (tl}pO oV Knolls . - RFI V F ii2G 9AY's'flRMV ya 8pU.8^piiT pcwanat s ,t renc .ID th to.'Caxmflera 11.'rota ' satyr N4f yam Far Group ffza'ak Con* wino, 84( CRA HAZARO 3 i8Yl TEt9011B T 2`Bi y 4. U Fka� g&3taeiFNaard.c.. (IJdFifd e � . 1 _ tui9Ct-O2 'S ©EME�L.TOR FiERCR'S CEATIPIGA1i0N, t '1. ' (" t -I s m' wttaref ` ' .). rT.Si . d'li tlB ..14 2 .1 ..f .Z kfi�r b t 'R# 'IHb�kffir MA5.'o t 'f(�M819$PaC# Frr,icsnrytNvycMemts -� [mFl}enn ay SetW➢ E& W t '.�fC ev+IItlia . MMa« h43 (1 ?Y822'. -11i ra+tr5a+lusns4' ". rabar}4r{C} f, a g .• ah+.a jMaun ta',I(kraotsP' . y6sme ., ' 7iy"4wre -. ice. Ym•.. f;zfz�l~ 1)C7fl/ h5 aY,e srt C� (I: -y i8 pgeinarnnaySMAawnyus D:rn -tG 4;.S - {�yikXG; '< ,ExpavU.B .anMSM'exPORsOAY} RR re IT 7ie 1���PYNK� DESIGNATED FACILITY ( t ,i aa+ ey #�knGen S, aca ©�Ca .• 0R Waa . lJ SalR ©PaRat Rej:n .. .. '. NsrtestRercren:e Number. • ` ..,.... ,. f0tr.¢l�:'mt. Fm y (orGmxrtb} u£E?AIo.Numba;' .. 4.. y+axuaPc. •c-•_ arltx t_ ..-;x Pa�.eM�.atar, w�nalu Wand ReaigraMd iy'tkr:m^ar4pa'abr Der. .l tmnc4 race taiha�sa�aa mSM*�aa ang+�o9 M14�n5an sx:pMd9tr-, t§8,.,, Qtli,- lf1 tY Alyea ,. 8K x} VrBY101:9 IXJIbene are s has the a.9Aropd LOAD SUMMARY RECORD LOAD DISPOSAL DESTINATION TABILIe ATIO ORDER NO; CO AINERTYPE: ED "G TT (*S V OTHER 0 SPOT TASILIZATION OAD COUNT (RAIL ONLY): t 2 3 4 QS ASHOUT INFORMATIOi TYPE NO IIOR OUT SIGNATU R S4GNArURE ASHOUT; AMP, GM 75520 N360 45160 a COMMENTS NAME an Harbors G ountain Facility, Tooele County, Utah WHITE• Faculty CANARY• Generator PINK -Transporter GREEN - Receiving QOLO-Operations c tu4e Clean Harbors Grassy Mountain i.i. 3 Miles East 7 Miles North of Knoll Grantsville UT. 84029 UTD991301748 (435) 884.8900 CERTIFICATE OF DISPOSAL. Generator Facility Name, Newport Sub Generator Address: ' 1218 3. Fifth Avenue ATTN:WeterANaate Group Monrovia, CA, 8101E Generator Contact Narrrt Salsa Orderk: LF7781697 Gets Received. 94/2013 Generator EPA ID: CACD02741293 Loadif, 13008940 Mantrasst W. 008590893FLE Original Date Removed Unit Serial 11 material Disposal Method of Disposal Facility CHID # Prom Service Type customer ID Description Date Disposal 33423788 9/3P20n DT 3342375er PCa Sands Porkandf1 8r442013 WOO Grassy Mountrdn. tit Under CtvU and Criminal Paoa[ttes of Law for the making or submission of false or fraudulent statemems or teprasantatlona end 15 U.S.C, 2615), I certify tfiat the YntormaU0n contained in or accompanying this Identified sal:fonts) of Ids document krs wicddt !cannot parsmady wiry truth and acaeacy, I responarof y for the persons who, acting under my dked instructions, made the vertecat on Mat Ns in la tine, accurate, end comp[ • Thursday, September 05,2013 Date Page' of 1 UN�ORIq HhZAR130US' tivnsrEniauaresr 4.ossarodal 0,tnr^,6ac .t:r^.:` .'' i•yx ^.. CACO+O2741a93 . ZPayr faf. 1 k. (300 483.a71s 4Atar YratkGt@NmmhGre. 0065'90695 FLE S..G+rwtewtsN snd. ,. AJttiess Oenerata+'s haCross{a arent.?tran maFSxjadd t� Ann r9TTR: cater 3S'$9' {3td#1971 < �.$ Monraaia.C�3iO3& �+ 2'{ 2 y� t Beth 9 fi{a% &. T poPar) Ccrn fl N ma R ,. ` U.S. EPAIohYur 7. "fiG A Y%il i 1 f 2C r' . U5EPAp , $. l7ess` C ,` .'' afaq Far ty NamaaM pia {yi7 ffiAaaiEas. O Mi es NS '• 45.EPA II) Wimbx htaifttrta#t tt t T O S 0 7 4- kFlilPy��lyyof�ipSS�4{o3 s Sg, U'S<DOT4 alp6ate>rc-trIrt7�°D%�3 PTV" ,1acaC .tU Narm6a 1O;Carta7�s 11.Tcu °' 12.Urt ?3 Ylssm.CUCes`' . Nat T}T4' da'�G1y W4Nci E 1}LATW'±POUND Ft . QlD W 1S & SCI ... / Q 7 Z4 o tom^ �'. g44 SPwa.41N1-grRrxtons eM Y s.TdtSce 0axas 16, GE ERAToa'SK1FPiRoa1721ARTIRCAiiomN-! hee2t:ivdeWaerat he• MWc os�l9 Pceref ya'dau^cnSydttt.d'e'aC+fnPSY aFer n9 F�. si+a01&. marked aid ebeletteAsorefacterd feea�NtrmePsC ;'per` Eq E9 ttd •^•� ,i' xl tldtl6li�e •`. he Icr' tat to emboli deal .A-4 . Xf'A't'.3? -?'soC ter. EPA ,.. r,,,•. ,. •, at^ ' I ptm6¢*Afet r-M ttate'N e n9 ec�oC#R 2_2Tia1{diafi�t' 54 "3 aetta�am. '. IP4- t' '-skma n 4.. eat 1E. SA(,arard9 -. S' {fika �b *at`t$' •. ,,..�.;, dnTtl(M1T5d,$. of �h Teo 1Ptur Np !''a },} _{( F ri y°WIY }Yaar•. 'ug75v - i@# EPAD oust t—t ,ja . OFettat Fettearhen Fsd. ','ro • . ... ..eteraYetelettletencefifr.,' :..'.. lab.. Pac a{aGer 'atery U.S. EPA W Suraber , sY7 I tae: Sresla:.,a^e F YH% _ >:tA CC try tt Yex 1t. Natzrdoot Waste ROIX)01411. tM4ztedCode/0.0,carlaa6:r ha xaba ewaste GeaSneW.ds¢u®21. ratatecyv'kg sia' 4} '' • • . 7 atd Fa^a;ttlararm:lFaakr-" .. &CV Oil) tate.)' e Yoe ) Y, ��t r f I 041 ()�i �`" , EPh Fonr. S7EG-22 tRerc:3-0S Pre+M is.- nsaeo r''��" DEStGkJATEDFACtLI YtO GENERATOR LOAD SUMMARY RECi RD STABILIZATION OAD DISPOSA ACElI DESTINATION p ! (SPOT TSCA CEI t BC STABILIZATION LOAD TRACKING INFORMATION • REVIEWED WEIGHTS GRIDS A N NO, Utc i?9 RUM NO, AINER NO, (sy ED G TT FO V OTHER OAD COUNT (RAIL O 2 3 4 OR 94GNATURE LINT LOAD WASHOUT;INFORMATIOI ASHOUT. TYPE: NO INTERIOR SDI HOUT 91G OAT dU A DATE SHOUTS' IAr 17 Ct9 04 13 76980 lb MSS. 0 lb TAPE 76980 lb FF7 04/9. P/2013 T RE llx. JET lbs. 76980 30660 46320 C COMMENT NAME "DAT Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE -Facility CANARY • Generator PINK -Transporter GREEN - Receiving GOLD -Operations CHM* Generator Facility Name: Generator Address:: Generator Contact Name: Clean Harbors Grassy Maunti 3 Mlles East 7 Miles North of Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Newport Sub 1218 S. Rfth Avenus AT7N:4vator Waste Group Monrovia, CA, 91916 Sales Orderlt, Curie Received' LF7781697 Generator EPA ID: CACt87274l288 Original Date Removed Unit Serial tit CH ID A From Service Type Customer ID 9412413 hi 334237871 Under CM and CrMinal Penalties of Law for and 15 U,S.C. 2615), I cer'rty that the informaton Conialned i Identified aectlon(s) of this document for which n cannot personally resparstbilfty for tha persons who, acting under my direct InatMfioc Material Description Disposal Method of Date Disposal PCa Scads For Lanett 9/4/2013 Authorized Agent nd made the veto LI MflN on thmt ibis irttormat on: Thursday, Disposal Facility Grassy Mountain, t t Frailty ber 05, 2013 Page 1 of 1 UNffORMl WAVE ti. ur Method 10 IAD $UMIVIARY, ECORD HOUtINFOB ATIQ G!t NO R AS UT SIGNATURE A GM 7:1e 74640 Tb Gtt0.: 0Ib T(WE 74640lb NET 49:13: 2 74640 30980 r3. lean Harbors Grassy Mountain Facility, T000te County, Utah WHITE Faclity CANARY -Generator PINK - Transporter GREEN- ReCMng GOLo= Generator FaC7rEy Genemter Address. Generator Contact Name:. Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435)884-8900 CERTIFICATE OF DISPOSAL Newport Sub Fifth Avenue A TTNNVatmf Waste Gmug tetOttroute, CA, 9ioie Sala laved'. LF7781697 Date Received; 9E2013 Generator EPA RP.: C;1C00274t293 Load 130070 Orlpina! Date Re CHID# From9 ad Unit Type C 33464440 e13/2013 CM OCE5aOeaeFLE•32f Uncle' Civil and Criminal Penalti and 15 USC, 25151 I certify that iderEaed secrets) of Inge dcxvment far respcosloaiy ter the persons who, acting Authorized Agent 008590698i aterlai Dtaposal A4etttod ai Disposal Facrtity ript(on Date Dispo Landfll 2 013 Landmii Gmsy Nwnain. U7. FsS y of false or fraudulent staternents or repreaontations (18 U.S.C, 1001 anying Ns document Is Sroe, accurate. and 03mpte4a. As to the ty truth and acaxacy, I certfy es the company <Rictal hoeing supervisory made the vertN.atton that this Irdormaaon Is true, accurate; and complete. Thursday, Septen ter 12, 2013 Date Page 1 of 1 UNIFOR€A RAZARDOU$ WASTE MANIFEST t 1 Gemawlakn.•.., vw ,.°2Pega CAC00274s2aa 4'sA �S E.. PScae ( )4 719 C. VrArrAro ` ;#a+chht^g Mother *g� O�859G69 FLE a Gensawrs a1anip(SP�'au^e. Naam end M,ei'ktgAudress _ d s5i� (8 5'. 1. $. �t.,��j �rATTTj##�'[ aterrYll� B �6r ifr phi S&GIS 7. 7 f L 7'/ 2 P %: ,. (- t�Yr` kFl� i�1++f+Y4 3 WAS ) 8 Ymrea7«m" 9 Care+4a'ary frsrtM U.S EPAA Am.er R` a f spTutatken ry s 1 CARG4G1S1880 o Q,. FecCmYfilamce a�dSRaACdreCa " U.S. OVAUMs*r '. 9e. +IJS,AtfThi gNamm;tis'�aidCas aldDnha; `10, L`mtmhers jLT Umi "t$, Cat"ea. MM enA PacFit9 ,J2 NSYDI fsiv #3 Rs�QQ3S St1LSOU «NNQ DOT 2 R 31i Ri£D PLSiiND Pt S SOt 1O W4S1t &RlS SOIL } ry l • iS QR47ERATOR ' SCG2TfF1CAtOM. the y @�at9a o49'3t CCBt m f s6aro t' 7Ps�"Sa a9:uurs. lmre., ` a•�9 ksw aik�.aw.*°»,$a4 &t6 tin kkS :%� -a"CR .Y`She aW$41MCt 99a i :',C'kfiark reg fl YekIfl:A Ya%4�M1C�abfaa@'dka PAnaYly� . " P, .rae�„•Iy. maa malse»m . NBreta^.asaf aSts4 EPA .# . =.aw , 1 ", sveeae ar In+ RI 2Z(4P�sina:a�saas• bmia3(1 a e ,�' • . P Sype6Nem* SSnaW'e ,r' =.M nm fey Tsar J F = 1a s ©a torus �E laaaws. P otmr r {'§.c CtJ+JS'IXda$ J " iF,7Jattew?n�}�7abafRac§iW.N4iaaMafs ,.r ,. P Aurora -� 4 ct 0 h 18.pisere '' `: .. ..3 �1 •ry (F'--'�} iBa..U?raa,�ecJ S u' auaAgy �T `Fsr'„a( LJ FuBRaaaT£n. i&&..am* Fadfty{arOaxrekx}' - ` U,S. EPA ID Numtrer W. 8IgXahaC flt'* F g(o Ganaza ) Y : i IP Re . s �,/ Fad D.m. Opera4ar Cm9sd aauxrt3Cgeiamu•.Yo&ex resr&MsflsiNm t$s"-... y Q�f�t y'�i, ( ,: LL4�^,ttY ^e—/f+ofaipiWACZPitlaesmaNil'Ns Ott ^j", EPA For 2?CR2t (ReY:3-03S ij'?'Jlre:f 87',s>+'•& zw a clean rlartots has-Ihe app+apfine p GESIGNA[EU PAl:1LII T pt the wage the generatat l5 r iPFsn . GOt TAINE B V OTHER LOAD NO LOAD SUMMARY RECORD OUT: TYPE. NO INTERIOR tOR OUiSIGNATURE DATE, Ha NATURE SPOT ILIZATION COUNT {RAIL 0 2 3 4 Gr sy Mountain Facillty,Tooele County, Utah HI T!. Facittty CANARY - eeneratar PINK -Transporter GREEN • Receiving GOLD- Operations GM 12i? 3 10:40:19 bsr 757E+0 -; Z2244 43520 CH(2cs Clean Harbors Grassy Mountain LLC 3 Miles East 7 Miles North of Knolls Grantsville UT, 84029 UTD991301748 (435) 884-8900 CERTIFICATE OF DISPOSAL Newport Set 1218 S. Fifth Avewe ATrN:Water/Waste Group Monrovia, CA, 91018 Generator Contact Name: Sales Gide.* 187781697 Date Received:. Wt512Q13. Generator EPA iD' CA1$93 toad 13006989 g90899FLE Original Date Removed Unit- Satlal f laatarlal Disposal Nrod of Disposal Faclfty CH ID # From Servic Type GustotlterlD Description Date 3341ai315 WM2a13 CM ? E33 d PCS 5eFds Fa Linen, 8/5+2013 Grassy Under CM and Criminal Penalties of Law for P.emaking or submtsskMt otfelse or fraudulent statements or representations (18 U.S.C. 1801 and'15 U.S.C, 2815), I certify mat the Informad0n contained In or accompanying this document Is true, accurate, and complete. As to the. !gentled seclion(s) at this document for which I cannotpersonally verify truth and accuracy, I certify as the company official having supervisory responsibility br thepersons who, acting under my direct instructors', made the verification Inat this irtarmotion la eve, accurate, and complete.. Thursday, September 12, 2013 Date of 2 LI OR. ATARDOUs WASFERIAN}FEST,,. 1.DMatta)Nober n;r: x •,,�.e, CACOO 744233 4=a"�ge•i CT;3,Emx0Pm{ 1. RugmsaPhone e$0 4f 7 ateanaatftreakNgNambar . li 590701 FLE.,.. _& ffi iaiA.h'3b's Nye td fl4t iS - Nfli'3 �iL Ma'litl5lfed"F 12ERs garksB>sj .2 5 vus5sx�#iiidai�Fa anew i 1& t 32$. ". ffi. Prar>p ata 'N to US.a . ft� nzsi�t"frairsptat3sa nsgM ( CAA t.hsaspMarzGomm Naire : U.8 EPhtQf7urrtar 3a, 7 s is mf K s tr ti v a;r v 5 a v x r+ e� r$h ptHNgme. Nate<dA'ess, ID P ambey Sb. U"S.RU'ryR„e, 11z.. 1a ToUt ' rytenfnckyi+9'Pt*p are PaseriGrCJb[d llypq� p�.. ,' dn. . N.r•. T'jG'R .. �11gglgt.,... iyyyy4 .. 17, GaeeS. 44gzi4xsus44t4EoLig%{rstaT ULATW <i F'KSUNt P'Ci„a3, 9C4u3D & 5'O4t. , e A 4B k5t4O PPM SOURCE O4f i ' ( / ! - 14 pedal Nan�J'np�vaWMthor5 7etarcaaka; •. .. - ' IS.. GENEdATGR`UonztFORS(:Enff. A'E1 w Ik`e"etryOmAx.¢N ttFnn,ttof'YNeartu caa ape !%'w:S Yea [*J a ape „4v&Pb ➢%'LPG aruaa .tel : herd„ •..... ,, , aa;JawsnNb'w4ms§'�r 'sav rk`Cvx el* b p aadmirater twpSnt 58 a's .. Na P+Yue+1 at oSt msbRa a#Ae EFA r ,,. .tardrycdis:&a mm: rr GFRZEz.S.`izblzt a tor) erNi m IStrao _' librreneceaaaggfirgageg Acme , S�rq^ r, AWaU' tear. `` • El kripatrous saaus �e� re n T�wroe ireoepoearzPs lyper:N So . . ✓ u"�9udaura M4 Tky - Wt LL �r aa. D§cmparty!raft Sum 0 5,: .1 It :C.-• `:: "`f ps s . ' 'RaM;•ar^as!xsxer.. Ifa I` ' U.S. EPA aNumr ' r Pao6at+'sPMrsa: I • r " " la $Ig+att^Y99t ige G.enB2e#p M1+Wia1 r' (A '.i>fSe: 18 Raxm�yl3ea3L"Yrytmtt di rt% nt 1 t x GoWa54.. Wu.to l s us meal n dspat ae4ra^prr 'NygS,4 5• �i.i 20, Cedpnawl Pay oNoCazbr.'CartlKwWttott Mbytlre nrAnestmutt ae aml In kw Iti .. il"'f:+r,}44 _ EPAFarn B7Own tila 6O-i2(Rav emus edibens are n6Weta ttlu anyoneaia Onnito far and PESIGYATED FACILITY TD GENES OR:'- E11YIAONMEHTAL $E3tVIGFS L STABILIZATION LOAD DIS LOAD SUMMARY.REQOR SAL' DESTINATION . OT iRCRA CEi t TSCA CELLFt2. STABILIZATION TSCA DROPPED GENERATOR p r+ OROER NO. TRACKING` INFORMATION FINAL CODE L -17150-7 TRUCK NO, CO AI LOAD NO. Q HAULER DRUM NO, 354414 (oa3-7 O-(s)/ RAILCAR NO. CONTAINER TYPE: ED G TT FB V OTHER OPERATOR SIGNATURE WASHOUT DRIV <}LIT4NFORMATt1 • TYRE NO ^' INTERIOR SIG • DATE e LOAD COUNT (RAIL ONC 1 2 3 COUNT f=/SPP GM 9:39 09 05 13/��/��+ 7372E ib. GROSS 0 lb TARE 7Z720 lb NET 110:*T0i 17720 3294e 407$0 4 DATE 0 MENTS a r s o nmt.t nv� net Clean Harbors Grassy Mountain Facility, Tooele County, Utah WHITE :Facility CANARY • Generator CHI200 PINK -Transporter GREEN - Receiving .GOLD - Operatons Genemsu Facility Nome; Generator Address; Generator Contact Nairn. Clean Harbors Grassy Mountain LLC 3 Mlles East 7 Miles North of Knolls Grantsville UT, 84029 UTP991301748 (435) 884-8909 CERTIFICATE OF DISPOSAL Newpo+t Sub 1218 S. Ran Avenue ' ATTN:WatagMlaste Group Monrovia, CA, 91018 Sales O,x rir: LF7781697 Date Receiver 9/512013 rEPA ID: CACO 41293 Original Date Removed Unit Serial #1 CH ID # From Service. Type Customer ID $3446237 91412013 CM 006K00701F4.E•34r PC3 Under CM and Criirinal Penalties of Law for the making or so:mission of fel and 15 U.S.C. 2615). I corBy that the Information contained In or accompanying Identified section(s) of Oda document for which I cernol personally wryly truth and acCtiracy, I ce respmsbSlty for Ste persons who, acting under my direct Instructions made the sertildatien etat 008590701FLE Disposal Method of Disposal Facility Date Disposal a572013 tanCfia Thursday, September 12, 2013 Date Pao. 1 cf 1 Appendix C Fill Analytical and SCE Approval Documentation Net Weight of Soll et Weight of Soil + Cont. Dry Weight of Soil + Cont eight of Container Wet Density Dry Density MO F 0;PROCTOR COMPACTION TEST AS1-r41 1S57 ir. ewlort Beach Project Name: SCE„N Project No.: 603404-008 Boring No.:: N/A Sample No. ; Importfrom Hansen Quarry Soil Identification: Olive poorly graded sand with silt (SP-SM) Preparation Method: X Moist Dry Mold Volume (ft3) 0.03310 TEST NO. i 2 Tested By : O. Figueroa w Date: 08/16/13 Input By : ],. Ward _ Date: 08120/13_ Depth (ft.) N/A X Mechanical Ram Manual Ram Ram Weight = 10 lb.; ['rap = 18 in. Compacted Soil + (9) 737339.0 4055.0 ( 4069.0 74 180� .� 1874 0 f _ 18 ._ 74.0 2065.0 486.10 465.60 452,50 .0 2195.0 481.6© 51.90 51.60 Maximum Dry Density (pcf) PROCEDURE USED ® Procedure A Soli Passing No, 4 (4.75 mm) sieve Mold : 41n (101.6 mm) diameter Layers: 5 (Flue) Blows per layer : 25 (twenty-five) May be used If +#4 Is 20% or less ❑ Procedure B Soil 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 Soli 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 -PA in. is <30% Particle -Size Distribution: (,R:SA:l-1 Atterbe Limits: 0 726 145,3 135.4 507.60 467.40 2 9.69 146.2 133.3 526.90 475,60 52.60 Optimum Moisture Content (a/o 7n, 5P. GR. r i 2.75 0 SP. GR.=2.ea "-1 SP, GR. 2.85 )�,-,„„ 10.0 15.0 Moist ore Content (%) 20. MX lenporl from Hansen @ui (sampled 084543 Leighton TESTS for SULFATE CONTENT CHLORIDE CONTENT and pH of SODS Project Name: SCE Newport Beach Project No.; 603404-008 Tested By : A, Santos Date: 08/16/13 Data Input By: I, Ward Date: 08/20/13 I , , . . import from Sample P10 4 Hansen Quarry , . , ' . . Soil Identification: ; Olive SP,SM , Wet WeigLit of Soil + Container (g) 315,60 : _ , „,„,„Pri.Wati,c9TW ,,t,,, cePP,P095,0/ . „I, 311-20 : Weight of Container IC_ 65,70 t- Moisture Content() .I 1.79 Weight of Soaked Soil (g) 100,00 SULFATE CONTENT, DOT California Test 417, Part II i Beaker No i 32 Crucible No. 6 , . Furnace Temperature (°C) 880 Time In / Time Out 10:25/11,20 Duration of Combustion (min) 45 ( , Wt. of Crucible 4- Residue(9) 23,3413 Wt. of Crucible (o) 23 3396 Wt, of Residue (o) (A) 0 0017 PPM of Sulfate SA) x 41150 69.95 PPM of Sulfate, Dry Weight Basis 71 CHLORIDE CONTENT, DOT California Test 422 mi of Extrad For Titration , (B) 30 , ; mi of 4003 Soln. Used in Iltrabon:(C),: _ lk 13.3 PPM of Chloride (C -0.2) * 100 * 30 / B 1310 , - PPM of Chloride, Dry Wt. Basis 1334 pH TEST, DOT California Test 532/643 Temperature °C 7.79 20.7 tialgtito:n Project Name: SCE Newport Beach Project Na. ; 603404008 Boring No.; Sample No.: N/A Import from Hansen Quarry SOIL RESISTIVITY TEST DDT CA TEST 537 / 643 Boil Identification:4 Olive SP-SM *California Test 643 rooftrees soil specimens to consist only of portions of samples testing. Therefore, tres test method may not be representative for coarser materia Specimen Water Adjusted Resistance • Soil Added (mi) Moisture 1 content Reading Resistivity (Mg No. (Wa) • (ohm) (ohm -cm) • 1 »4°..4MJ 9900 9900 2 70 17 45 6100 6100 3 30 25.28 3900 3900 4 40 33.11 4100 4100 5 Tested By A. Santos Date: _08/19/13 Data Input By: 3, Ward Date: 08/20/13 Depth (ft,) : N/A passing through the No 8 US Standard Sieve before resistivity Is. Moisture Content (0/0) IMCi) 1.79 ___ Wet Wt. of Soil + Cant 01 315,60 91.3911.± coti11,91_,„.4... 3114_ wt. of Container (9) 65 70 , Container No, Initial Soll Wt. (9) (Wt) „ • 130,00 Box Constant 1.000 MC E.(((l+Mci/100)x(Wa/Wt+1))-1)x100 Min. Resistivity Moisture Content Sulfate Content Chloride Content Soil pH (ohm -cm) CY0) (PPM) (PPR) Tema C'C) DOT CA Test 532 643 i DOT CA Test 417 wtfl DOT a Test 422 DOT CA Test 532 f 643 27.4 7 7.7 20.7 11000 E 800 SZ 7 0 60W te). 52*00 4 0 • v 2300 ' • 10 0 15 0 20.0 25 0 Moisture Content (%) 31.0 35,0 Archive: (In Archive} RE: FW: Pre -job meeting D John Johnsen to: Villalobos, Rafael Cc: "Delatorre, Mlke', Mark Passarini This message is being viewed in an archive. FOR INTERNAL USE ONLY 08/16/2013 03:30 PM 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 concem with importing the soil. Much appreciated) John R. Johnsen REHS Southem 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" rhea are the anatyicai res6tti-.. From:. 'Villalobos, Rafael"<vIllalobos.rafael@cieanharbors.com> To' "John.Johnsen@sce.com" <John.Johnsan@sce.com> Cc: "Delatorre, Mike" <delatore.mike@cleanharbors,com> Date: 08/16/2013 03:14 PM Subject: RE: FW: Pre -yob meeting 61l 6120131?3v144;24'PM 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: JohnJohnsen@sce.com [maifto:JohnJohnsen@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 1 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 thefuture. 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 Southem California Edison Corporate Environmental Health and Safety Technical Services Division, Hazardous Waste Section 1218 S, Fifth Ave,. Monrovia, Calgornia 91016 Phone - 626.462.8721 Fax - 626,482.2583 Mobile - 626.756.6403 Pax - 74721 r141C13 it123 AM RE' FLW; Proloh 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 7PH COD; I did not request a sample of the gravel since this will actually be 1 Y,."crushed rock, Do you want me to request a sample and analyze the rock as well? From: JohnJphnsenCasce.com [mailto:JohnJohnsentilsce.com1 Sent: Wednesday, August 14, 2013 10:13 AM To: Villalobos, Rafael Subject: RE: FW: Pre -job meeting Hi Rafael, Let's keep it e and go with what is being planned. If the Hanson Quarry material Is homogeneous in appearance, hers have a sample run for metals (601081747A), 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 Front "Villalobos. Rafael" cvillalobos.rafaelracleanharbor$,00m> To: "Jonn.Johnsen(o)sce,com" cJohndohnsen;esce.oam>=Richard Williams <rwiUiamatlelahtonemuo,cont> Cc: Dian Chandra cdchandrafleichtonorouo.coyL> "Mark MarkPassar)nksce.GQrn" <Mork.Passarinlesce.coro> Date CB/13/201304.01 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 thefill sand will come from. 1 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: )ohn.)ohnsenC sce,com [mallto:John.JohnsenColsce.com] Sent: Tuesday, August 13, 2013 3:28 PM To: Richard Williams; Villalobos, Rafael Cc: Djan Chandra; Mark.Passarinit@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 ag to one of our sites, If this Is the site being considered, let me know and I will review the data and see if eliminate any pre -Import sampling. Thank you, John R. Johnsen REHS Southern Caifornia Edison Corporate Environmental Health and Safety rior to importing soil e can either limit or 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 Williams" <nvilliams&Pilelahtonarow,com> To:<yIII aloboarafaenhar6ora.com> Cc: <John.Johnsanrdlsce.corrls ^0jan Chandra' <dchandlelohtonoroup.com> Date: 08113/2013 11:57 AM Subject FW: Pre -job meefng artP: 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 rmailto:vlllalobos.rafael(acleanharbors.coml Sent: Tuesday, August 13 2013 11:53 AM To: Richard Williams Subject: RE: Pre -job meeting cu. 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 Williamsfmailto:rwllllamsAlelahtonaroup.coml Sent: Tuesday, August 13, 2013 11:38 AM To: Vlllalobos, 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) 681-256 From: Villalobos, Rafael rmailto:vlllaiobos.rafaeltacleanharbors,comj Sent: Tuesday, August 13, 2013 11:36 AM To: Djan Chandra; Mark.PassariniColsce.corn Cc: Delatorre, Mike; rnItchell.odaColsce.corm 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. 1 will see you then. Thanks, From: Villalobos, Rafael Sent: Tuesday, August 13, 2013 10:48 AM To: 'Djan Chandra'; Mark.Passarink@sce,com Cc: Delatorre, Mike; mitchell.oda(asce.com; Richard Williams Subject: RE: Pre -job meeting Great, I will schedule for Thursday at 0800 and ask about Wednesday. From: Djan Chandrajmailto:dchandraPleiohtonorouo.wm1 Sent: Tuesday, August 13, 2013 10:12 AM To: Mark,Passarini@sce.com; Villalobos, Rafael Cc: Delatorre, Mike; mitchell.odaPsce,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 win have another engineer attend the meeting on my behalf. I am open Wednesday moming, If we would like to reschedule. Djan From: Mark,PassartnI sce,com[mailto:Mark.PassarInitalsce.com] Sent: Tuesday, August 13, 2013 9:22 AM To: Villalobos, Rafael Cc: Djan Chandra; Delatorre, Mike; 'mitchelhoda@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, Rom: "Viil:rk To: 'nett fat Ilig . "'dchah6fa Ieightcngr0up.aam"' < c a dr "3atomk Mike <sts , miiru>t a ftiat asbernotn> t7dte: 40fts,'20t3 09At AM e: Pre-iob meeting Subject 0 ,Passariniggsce,co tl. ennead* cam It Gentlemen, I called this morning to schedule the pre -grade meeting andwas told that they had already scheduled us for 0800 on Thursday. Is there any way someone from tCi can attend? Otherwise wewtll need the schedule for another day. From: Villalobos, Rafael Sent; Monday, August 12, 2013 06:21 PM To: Richard Wthiams <nvIlliamgklablyhrgroUO Mark.Passarin C sce,[pm> Cc: DJan Chandra <dchendracebleichtonorouo.com>; Mitch Oda (mttchel3.oda(asce.com) < mitchel l;oda<aisce.corn> Subject: RE: Pre -job meeting I will schedule for 10:30 From: Richard Williams fmailto;rwflliams@Ieidhtonatou0.com) Sent: Monday, August 12, 2013 10:48 AM To• )dgrPassarinlCalsce.com; Vfllalobos, Rafael Cc: Djan Chandra Subject: Pre -job meeting Team; Turns out that LCI's two key people an the geotechnicai 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 ea;ty anemoon that day. Richard (Dick) Williams Leighton Consulting, Inc. 17781 Cowan Irvine, CA 92614-6009 Direct line: (949) 681-4256 [attachment "Hanson Quarry krill Rcsults.pd(" deleted by John Johnsen/SCE/ELX] August 16, 2013 Rafael Villalobos Clean Harbors Environmental 2500.E. Victoria Street Compton. CA 90220 Tel a(323)833-5960 Fax (310) 764-5863 Enclosed are the custody iti aec in this report specifically pet ADVANCED L A. ks CS 1 A is k Order Number t 1302446 Client Reference : NEWPORTBEACH nits for plr TEC OLOGY CS#)LAC ORELAP rrg() pies) received on August 15, 2013 by Advanced Technology tested for he psaramsmrs as fudianted on the enclosed chain of livable laboratory certifications. The laboratory results contained to the sample(s) submitted. Thank you for the opportunity to serve the needs of your company. If you have arty questions, please feel free to contact me or your Project Manager, Eddie Rodriguez Laboratory Director `fn€ aaw r team zed the case d stc absence renders the lest reaa#is camecaed within this data package meet the ragasr^„xsents of the Na".ienat Enviroornemai Laboratory Accrod,t*t oa Conference and/or applicable state -spectre eertificatioa programs. The n.port cmnaot he reproducod without wri from the client and Advanced Technology Laboratories. 0 :: 02167CA 10196 CA300003 ,.; T104704502 3275 Wulma Avanue, Signal Eat CA 90755 • re: 502-9894045 • Fa. 56d-90-4040 w/vw at1gtobaLcour Certificate of Analysis Vicurria Strect ptan , CA 90220 Sum* ID Project Number:. NEWPORI BEACH Report To :. Re16e! Vinatobos Iteppr ed: OM ti120I3 SUMMARY OF SAMPLES tory 1D Matrix Dale Samp;ed Date Received 1302446.01 2:00 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989.4045 • Fax: 562.989-4040 • wrvw.alglobaLcom 2:27 Page 2 of i'7 Certificate of Analysis Clean Harbors Environmental Service Praec3 Number: NEWPORT BEACH 2500 E. Victor Sbee( Report To: Rafael Viila'.obos Compton: , CA 90220 Reported : 08/16/2013 Title 22 Analyse Arsenic Barium Beryllium Cadmium Chromium Cobalt Copper Lead Molybdenum Ntekel Selenium Silver Thallium Vanadium Client Sample D3 (RFS) Lab ID:1302446.01 Is by ICP-AES EPA 60108 Analyst: AG Result (^4°/k8) PQL MDL Dale(rime (ing/kg) ring/kg) Dilution Balch Prepared Analyzed Notes ND 93 110 ND ND 63 8.1 7.6 12 ND 4.0 ND ND L4 27 50 Mercury by AA (Cold Vapor) EPA 7471A 2.0 I0 IA 1.0 1.0 1,0 1.0 20 I.0 1.0 10 1.0 1.0 10 1,0 1.0 NA NA NA NA 1 1 1 NA 1 NA 1 NA 1 NA 1 NA 1 NA NA NA NA NA B3H0302 B3H0302 B3H0302 B3H0302 B3140302 83110302 133110302 B3H0302 8310302 B3H0302 133180302 B3110302 13380302 1 B3110302 B3110302 08/15/2013 08/15/2013 0a/15/2013 es/15n013 oVlsnol3 08/15/2013 13 09/15/2013 08/15/20/3 08/15E2013 08/15/2013 08/15/2013 08/15/2013 08/152013 08/152013 08/15/2013 08/16/13 09rII 08/16/13 09:11 08/16/13 09:11 08/16/13 09:11 08/16/13 09:11 08/I6/13 09i 1 08/16/13 09:11 08/16/13 09:11 08/16/13 09:11 08/16/13 09:11 08/I6/13 09,'11 08/16/13 09s11 08/16113 091.1 08/16/13 09.11 08/16/13 09:11 08/15/13 09:11 Analyst: VV Anotyte Result PQL MDL Date/Time (mg#kg) (atdk8) (mg/kg) Dilution Batch Prepared Analyzed Notes Mercury D Gasoline Range Organics by EPA 80158 0.10 14A 83110304 08/152013 03/15/131611 Analyst: DP Analyse Result PQL MDL Date/Tine (ing/kg) (mg/kg) (mg/kg) Mullen Batch Prepared Analyzed Notes T/R Hydrocarbon: C4-C12 ND 1.0 A B3H0307 08/15/2013 08/15/13 20:27 Swtogere: 4 Urunrofluwnbenune 105% 54-150 1331(0307 08/15/2013 08/15/13 20:27 Hydrocarbon Chain Distribution by EPA 8015(M) Analyst: MPR Result Ana:yte PQL MDL Datefime rag/kg) (mg/kg) Dilution Batch Prepared Analyzed Notes T/R Hydrocarbons: CS -CIO T/R Hydrocarbons: CI0-C18 T/R Hydrocarbons: CIS-C28 ND ND ND 10 NA 1 133H0298 OSASn013 10 NA 1 13310298 08/152013 10 NA 1 B3H0298 08/15/2013 08/15/13 20:00 08/15/13 20:00 , 08/15/13 20:00 3275 Walnut Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 • Fax' 562-989-4040 • www.ntlglobatcom I Page 3 of 11 :j 2500 a Vttera. Comptor„ CA 90220 Hydrocarbon Cbal Distrlbntlon by EPA80I5(M) Certificate o£Analysis Prefect Number c NEWP©RT BEACH Report To : Rafael Ydlalobos Client Sam I.ab ID: 1302446-01 An yst: F12 Tit Hydrae -recoil C23-C36 Tan Hydreztans: C34-c40 Te i Hydrecerbwm: CS-040Tct (HS) Surrogate- p Th efr4wnyi 10 10 l0 $ -153 NA NA 0S lSft0t3 0:00 3275 Wilma Avenue, Signal Hill, CA 90755 • Tel: 562-989-4045 •.Fax: 562-989-4040 • www.atlglobaLcom 4,Page4of1x; �:j Ctwtificate of Anal}'sis Cleat Hsr'anrs Eavi 2500 E. Vict0 Compton , CA 90220 Project Nulobe" „ NEWPORT HE Report To °: Rafael Villnlobos Reported :. 08/162013 QUALITY C0NTR0L SECTION b Aisl4yKt Batch B3H0302. - E3'A Olenk (83110302-RLIi1) Antimony Arsenic Baran Cadmium Cluomium Comlt Nick& Seleniotn Yve !JCS (113110302•A$1) Antimony Arsenic Bannon Beryllium , Cadmium Chromium Cobalt Cooper Lead Molybdenum Nickel Selenium Sibea Thallium Vanadium Zinc Mah is Spike (B3H0302M51) Ammon, Arsenic Barium Beryfl= Result (6I) ND ND ND N'2# ND ND i 10 I I0'• 1.0 1,0 10 k5.5430 2.0 4n.192 {,0 48:9P6 1.0 48:36? 1.0 45:836,S 1.0 50.0000 49:4219 1,0 500000 47.8999 1.0 50.000D 47,6316 2.0 50.0001. 47.4113 1.0 50:0000 48. 4458 1.0 500000 46.8980 1.0 50.0000 43,2687 1.0 50.0000 42.5196 1.0 5 0000 48.4133 1.0 50.0000 614057 1.0 50:0090 43.1438 lA 50.0000 Spike Source Sourer; tluz438.02 54 Rec '4 Rec TIRO 112D bast zedr.8/16)2013 NR NR NR NR NR NR NR NR NR NR NR NR Prepared: 8/152013 Analyzed: 8/16/2013 93.1 92,4 97,8 96.7 91.7 98.3 95.8 95.3 94,9 969 93.8 86.5 BC - 120 80- 120 80. 1I0 80-120 80. 120 80 - 120 K -120 80-120 50 - 120 80-120 80. 120 80. 120 80.120 80- 120 80.120 80.120 Prepared: 8/152013 Annly1ad. 8/ 162013 83.1084 2 125,003 9 2284 17 65.3 21.109 113.699 Liy 125.000 5.13950 84.4 55-102 163.721 GO 125.0W0 56.09 2 86.1 40. 130 103.121 10 t25.600 0,331334 86.2 60-104 3275 Walnut Avenue, Signal hill, CA 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • whw.ntlglohatront Certificate of Analysis Clean Harbors Envifonmentml Serr£rx Project Number : NEW'PORT 13EA Vicwria Street ReportTo : Rafael Vdlaloaos 1 Utmpton, CA90220 Reported: 08/16/2013 Titie22 Metals by ICP-AFS EPA 60109-Quality Control (cont'd) Anafy4 Batch 53110302- ErA 30$OK (continued) Morro Spike (13311034.2R151) -Continued Cobol Copper Load hietfybdcnem ddckei Setrniem Silver Thallium Vaned€cm Zino Match SpUk, Ardemany^ ArmeF) e aat:um Cadmium Chromium Cobalt Copper Lend Mtalyede+wm Mosel Dap (831/0392.?IISD1) 300,533 122e382 110,953 117,132 107.733 POL Yp1I a So nao °866Ree APO (inp/kg) Lave! Restdt %Rm:. limits RPD Limit 1.0 1.0 IA 1.0 1.0 Satre u: 130241 5l2013 Analyzed: 8a`i 10.4 52. 100 14,1891 86,6 53. 113 125.000 6.13202 83.9 5? • 104 127290 91.5 53 - 122 5.02279 82.2. 51- 106 0.89569 157'. 55- 103 10.9339 13 I 43- 1 2: 74.0, 19:0 ${?,t 44-103 595 89.1 55 - 1 15 33..1557 80.0 24- 130 Prepared'. 8/I5/1013 Analysed: 8/16/1013 95,9789 2 123:1100 C.223417 63.4 21 - 109 4.55 23 115.117 1 G ;25.000 813950 15,6 55- 102 L:'34 20 164.693 3.6 125.G ' 56.0972 86:.9 40- 130 0,587 20 109 250 1.0 525.000 0.331334 87.1 60.104 1 04 20 100578 1.0 125.000 ND 80.5 52-100 0.0441 20 t22.952 1.0 125.000 14.1898 87.0 53-113 0.465 20 111.843 1.0 125,000 6.13202 84.6 53 - 104 0.799 20 127.789 2,0 125.000 127290 92.0 51 -122 0.516 20 103.958 .0 125.0311 502270 83.1 51- 106 1,04 20 i37,397 2.0 123A00 0.239569 85.7 55.103 0,543 20 115,367 1.0 125,000 10,9535 83,5 43 - 112 0.467 20 97.fi842 1.0 125.000 ND 76.1 53.104 5.45 20 111.484 1.0 125 000 ND 89.2 61-109 0.217 20 1'herro ; 102.792 1.0 125.000 0 653643 81.7 44- 103 1.55 20 Vatxediu,n 140.726 1.0 125,000 28.2599 90,0 55- 115 0.759 20 Zinc 133.564 1,0 125 000 33.1552 803 24-130 0.331 20 3275 Walnut Avenue, Signal Hill, CA 90755 • 7h7: 562-98Y-4015 • Fax: 562-989-4040 • wtulv.attglohabcam page 8'©f 1, Ce 0I A32€1Ay Clears Hkrt+ors l;uv&on nen 2500 E. Vitt la Compton, CA9022 :t*iumbe NEWPORT£EACH. Report To : Rafael V511alobos Reported 1 08/102013 alercuty by AA (Cold Vapor) E 4 A - Quality Control Anuiyte 2341ch 133110304 • EPA 7471. Mink (B3H5304.BLKI) Mercury LCS (03t19304-BS3) 4erTry Post Spike. (R7110304-PS1) Mercury Result PQI. (metal) (n12,49) ,. % %Ree `t8) 0.10 Nit Prepared ::erlsao 13 Analyzed.: 8/152013 0:841643 0.10 0,833333 103 10 -1.20 Seurca; I342345-k3 Prepared.'. 8/15/2013 Arr y2ed: 8/15/1013 0117602 0.10 0,833333 0.037035 Source: I302445-01 Prepared: 8/152013 Analyzed 8/ 15/2013 0.397858 1.10 0.333333 003703t3 S7'.3 70- 133 1,15 20 Salute, 1302445411 0.005788 5.0000E-3 0,00 i044 94.5 Pupated: 81i52513 Ana re", 3,1 S bud Avenue, Signal Rill CA 90755 • Tcl: 562-989-4045 • Fax 562-989-4040 •7u<uw,ntlgtahaLe. Certificat lysis Cann kiarbanEuv you 4&t Compton, CA90220 14. :t Number- NEWPORT BEACH Report. Tc,. Rake'. VI11410bos pep>ma : 08/1en073 Range 47rganirs By EPA 8015B - Quality Control Analya Batch 83114307 • GCVOAS Bloch (I1,3140307-BLHI) TR- SIyiaocnrbou: CA-C32 RcrAl PQL spIk' Sowce 34 Rec in7?i+r$? _... ( Level Rest % Rn Limu Swrq ue 4' rnma(lruunbeazene LCS (133fl0307-13S1) T/R Hydrocarbons: C4-Cl2 4,57000 4A2 54.150 PrCpZ/Ceff L'tS/20 3Analyzed; Sh5t2017 91A 70. 130 Surro&ap, 4.8•0u4o,0uanbe4r4m4 LCS Dap (631i0307-USD3) T/R H1ntracalbors. CA-C'.2 Suo rgarv.' 4-Bnwinghrarabenzen Matrix SO T7Pt Rydicesrboot C4.0 tS1) 4.59000 0.2004 4, arrogenc 4.0romoflanroban'me d 2074 •re Splkt IIup (133H0307-MSD1) Sup Sour 01,5Cfre 0.200000 1301438-17 5.00000 0.200000 100 5i-i50 ?magi ; 1115/2013 A'a2r0e4 81I5r1B=3 9t.8 70-ISO 100 S4 * 150 104 54•I Pmpzral: 8115,10I3 Aralyzea: 8/15/2013 20 T1R a druurboas; CA•C12 4,14400 i:0 S.00a000 ;k'15 g2.9 41. 125 0.673 20 Surrogarm. 4.23roomolluarobacene a2928 0,200000 104 54.150 3275 Walnut Signal Hill, CA 90755 •7•eb 562-989-4045• Fax: S62-989-4040 • nww.ailglnbalcom Page 8ofII << Certificate of Analysis Clean Harbors Environmental Service 2500 E. Vicloria Street Compton , CA 90220 Project Number, Ni%WPORT EACH Report To: Rafael Villalobos Reported: 08716/2013 Hydrocarbon Chain Distribution by EPA 8015(M) - Quality Control Analyte Result PQL Spike Source % Rae (meg8) (mgkg) Level Result % Rcc Limits RPD RPD Balch 1331T0298-CCSCM[ DRO Blank (13110298-BLKU) T/R Hydrocarbons: CS-C10 T/R Hydrocarbons. CIO -CIS T7R Hydrocarbons:. C18-C2S T/R Hydrocarbons: C.28-C36 T/R Hydrocarbons; C36-C40 T/R ltydrncarbotu:. 08-C40 Total (H5) ND 10 ND CO ND is ND 10 ND lO ND 10 Prepared- 8/1520I3 Analyzed: 871572011 NR NR NR Surrogate: p-Terimenyl LCS (B37110298-BSI) DRO Su le Matrix Spike (63H0293-MS1) DRO Surrogate: p-TerpBerryl Matrix Spike Dup (B3H0298-M8D1) ORO Surrogate. p+Terphet ry1 67,.94 850000 84.9 55 -153 Prepared: 8/15/2013 Analyzed: 8/ 152013 1072,25 10 1000,00 107 65 - 15 i 70.13 80.0000 Source: i302438-27 Prcoared 8115720i3Analyzed.. 8/152D13 1202.92 10 1000.00 ND 120 45 -168 83,82 80.0090 Source: 130243827 Prepared: 81152013 Analyzed; 845R013 1137.70 10 1000.00 ND 114 45-168 557 20 87,7 55-153 105 73.89 80.0000 91.4 55 -153 3275 Walnut Avenue, Signal Rill; CA 90755 • Tel: 562-989-4045 • Fax: 562-989-4040 • www. atlelobaL corn ..Page 9 of ":1 Certificate of Analysis Clean Harbors EnvironmentalService project Number NEWPORT BEACH 2500 5, Victoria Street Report To Rafael Villalobos Compton, CA 90220 Reported'.` 08/16/2013 Notes and Definitions ND Anaiyta notdetcctd at orabove reporting limit PQL Practical gemination Limit MDL Method Detection Limit Nit Not Reported RPD Relative Percent Difference CAI CA-NELAP (CDPH) CA2 CA -FLAP (CDPR) ORl OR-NELAP (OSPFi.) 170 TX.NELAP (-rCEQ) Notes (1) The repoitd M➢L and PQL are based on prep ratio variation and analytical dilution (2) The sorbs (.C) etapecifie analytes signifies that thereported result is takenfrom the insnumerl's se colunh.. 3275 N4lnutAvenue, Signal Efhf4 CA 90755 • Tel: 562-989-4045 • Fax: 562 489-4040 • lvww.all�doLaLcor P.:age 1'0nf.11, .) Appendix Geoechnical and Remedial Grading Progress Photographs PROJECT NO, 603404-006 SCE NEWPORT SUBSTATION SITE, NEWPORT BEACH, CALIFORNIA 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. 603404-008 SCE NEWPORT SUBSTATION SITE, NEWPORT BEACH, CAUFORNIA 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, August23, 2013. Page 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 13-19. View looking east, August 23, 2013. Photograph #6: Placing geofabric around gravel at B-19 and B-20. View looking southeast, August 23, 2013. Page3of6 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 VB-24, 30, 44, 49, View looking north along west property line, August 29. 2013. 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 6of6