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HomeMy WebLinkAboutC-4825 - MOA for Rhine Channel Contaminated Sediment Cleanup ProjectTHIRD AMENDMENT TO MEMORANDUM OF AGREEMENT BY AND BETWEEN THE CITY OF NEWPORT BEACH AND 1 THE CITY OF LONG BEACH, ACTING BY AND THROUGH ITS BOARD OF HARBOR COMMISSIONERS THIS THIRD AMENDMENT TO MEMORANDUM OF AGREEMENT ('Third Amendment ") is made and entered into, in duplicate, as of the date executed by the Executive Director of the Long Beach Harbor Department ( "Executive Director "), by and between the CITY OF LONG BEACH, a municipal corporation, acting by and through its Board of Harbor Commissioners ( "City ") pursuant to authority granted by said Board at its meeting of Cf 110 2012; and the CITY OF NEWPORT BEACH, a municipal corporation ('Third Party'). 1. Recitals. This Third Amendment is made with reference to the following facts and objectives: 1.1 City and Third Party entered into a written Memorandum of Agreement on April 19, 2011 (Harbor Department Document No. HD- 7745) ( "Original MOA "), concerning the delivery and placement by Third Party of certain of its dredge material in the Port of Long Beach's Middle Harbor during the early phases of City's Middle Harbor Redevelopment Project, which Original MOA was amended by First Amendment on November 16, 2011 (HD- 7745A) and by Second Amendment on April 27, 2012 (HD- 77456) (collectively, the "MOA "). 1.2 Third Party has now requested that it be allowed to extend its dredge material delivery period, and City is willing to agree to allow the same, subject to the terms and conditions below. 2. Replace Exhibit A. Exhibit A of the MOA including all of its attachments is hereby deleted and replaced in its entirety with the 'Third Party Fill Plan Memo" dated September 10, 2012 attached to this Third Amendment as Exhibit A and incorporated herein by this reference. 3. Representations and Warranties. As part of City's material consideration for entering into this Third Amendment, Third Party hereby represents and warrants to City that Third Party's representations and warranties contained in paragraph 12 of the MOA are true, complete and correct in all respects on and as of the date of its signature of this Third Amendment with the same effect as though such representations and warranties had been made on and as of the date of its signature of this Third Amendment. Document No. HD- 77`/5��- 1 Luppmcy�Wp�wniiwo 1174.0 Al 140M 3- MDT0M0RNB -'M5 NEW RTBEACII M al 4. Further Assurances. Third Party agrees to provide any additional materials or information reasonably requested by City in furtherance of the intent and purposes of this Third Amendment. 5. No Other Changes. Except as expressly provided in this Third Amendment, all of the terms and conditions of the MOA shall remain unchanged and in full force and effect. [Signature Page Follows] LVygslClyldM.{TWPpuCS \WMMIIID 1174.O All -0OYdi ] °AlADTOMOA HO>!a5 NMMAr BEACH PI ) Attest: CITY OF NEWPORT BEACH, a municipal corporation 2012 By: Name: Title: M?.x.C. 2e 2012 By: Name: Title: l r on Co. pt tty orney THIRD PARTY CITY OF LONG BEACH, a municipal corporation, acting by and through its Board of Harbor Commissioners 9/1;L11Z , 2012 J. Christopher Lytle Executive Director Long Beach Harbor Department The foregoing document is hereby approved as to form. ROBERT E. SHANNON, City Attorney 2012 By: Tiffani L. Shin, Deputy [Signature Page to 3rd Amendment to Third Party Dredge Material MOA] L:\Apps\CtyLaw32\WPDo \D02b\P011\00341174.DOC All -00293 3'a AMD TO MOA HD -7745 NEWPORT BEACH [TLS/al EXHIBIT A THIRD PARTY FILL PLAN MEMO [Attached.] 4 unoµs +pyts�wvoac�DOZSVO�iwma���a.00c n�i.oazaT 3'O AMD TO MOP HD'nd5 NEWPORT BEACH �TLSIej THIRD PARTY FILL PLAN MEMO Version 4.0 September 10, 2012 This memorandum sets forth specific details associated with the materials to be delivered by the City of Newport Beach to the City of Long Beach. DELIVERY PERIOD The delivery period for the third party material shall be as stated below. Any changes to the delivery period will be according to the provisions of the MOA. The delivery cannot commence until the City constructs the retention dike and the site is made available. It is understood, the City has entered into a Contract with Manson /Connelly JV to construct the retention dike for the Slip 1 fill location and coordinate the deposit of Third Party materials. The retention dike is anticipated to be in place and the fill site available by August 2011. The City will notify the third party in writing when the disposal site is available. Delivery Period is August through December, 2011 plus an option at the sole discretion of City to extend this period to October 12, 2012 for additional material from other Federal Channel areas in Newport Beach. VOLUME OF MATERIAL The total volume of material the Third Party anticipates delivering to the City is up to 215,000 cubic yards, which includes 85,000 cubic yards from the Rhine Channel, 65,000 cubic yards from the Newport Channel and the West Lido Channel Area A, and 65,000 cubic yards from the other Federal Channel areas. This quantity is approximate and may vary by 10% without this memorandum needing to be revised. MATERIAL CHARACTERISTICS The materials to be delivered are generally characterized as silt /clay materials dredged from the Rhine Channel, Newport Channel, West Lido Channel Area A and other Federal Channel areas representing contaminated sediment cleanup. The material characteristics are based on geotechnical reports provided by the City of Newport Beach with the application dated June 30, 2010, additional geotechnical data dated September 2010, and the request for a revised application dated June 23, 2011. Based on the geotechnical information provided, the proposed dredge materials have the following typical geotechnical characteristics: o Mostly fine- grained soils with up to 25 percent clays (percentage of materials finer than 2 micrometers in diameter) and up to 75 percent silts [percentage of materials that are larger Exhibit A Page 1 of 2 than 2 micrometers in diameter and smaller than No. 200 sieve opening (75 micrometers in diameter)]. Based on early chemical information provided by the City of Newport Beach, the proposed dredge materials have the following specific characteristics: G All boring locations exceed ERL and /or ERM levels for Mercury, Copper and Zinc. Also, all boring locations exceed ERL and /or ERM levels for PCBs and DDT. Any material not consistent with the general characteristics represented by the testing performed will not be permitted to be placed in the fill PLACEMENT METHODS The materials are to be delivered by barge and deposited in the Slip 1 Layer 1 area within the Middle Harbor in the Port of Long Beach as directed by the Port. A detailed fill drawing identifying cells to deposit material into the Slip 1 will be provided prior to scheduled placement and updated on as needed basis. The cell arrangement will vary from week to week and Newport Beach will be required to coordinate this arrangement with other Third parties and Port contractors placing material into Slip 1. The deposited materials shall be placed in a manner as to create a relatively consistent elevation, with undulations not to exceed 4 feet vertically from the surrounding area. The material shall be placed in a pattern of barge placement that does not continuously overlap previous placement. Any debris from the Third Party material disposal shall be removed by the Third Party and properly disposed of outside the Port of Long Beach. GENERAL REQUIREMENTS The Third Party shall schedule a pre - disposal coordination meeting with the City at least fourteen calendar days prior to scheduled delivery. In addition to Conditions Precedent, Section 6 of the MCA, the Third Party shall provide for the City's review and approval copies of all permits, insurance, indemnity forms no less than thirty calendar days prior to scheduled delivery in accordance with the MOA. Exhibit A Page 2 of 2 SECOND AMENDMENT TO MEMORANDUM OF AGREEMENT BY AND BETWEEN THE CITY OF NEWPORT BEACH AND THE CITY OF LONG BEACH, ACTING BY AND THROUGH ITS BOARD OF HARBOR COMMISSIONERS THIS SECOND AMENDMENT TO MEMORANDUM OF AGREEMENT ( "Second Amendment") is made and entered into, in duplicate, as of the date executed by the Executive Director of the Long Beach Harbor Department ( "Executive Director"), by and between the CITY OF LONG BEACH, a municipal corporation, acting by and through its Board of Harbor Commissioners ( "City ") pursuant to authority granted by said Board at its meeting of `-i A 1,0 2012; and the CITY OF NEWPORT BEACH, a municipal corporation ( "Third Party "). 1. Recitals. This Second Amendment is made with reference to the following facts and objectives: 1.1 City and Third Party entered into a written Memorandum of Agreement on April 19, 2011 (Harbor Department Document No. HD- 7745) ( "Original MOA "), concerning the delivery and placement by Third Party of certain of its dredge material in the Port of Long Beach's Middle Harbor during the early phases of City's Middle Harbor Redevelopment Project, which Original MOA was amended by First Amendment on November 16, 2011 (HD- 7745A) (collectively, the "MOA"). 1.2 Third Party has now requested that it be allowed to extend its dredge material delivery period, and City is willing to agree to allow the same, subject to the terms and conditions below. 2. Replace Exhibit AExhibit A. Exhibit A of the MOA including all of its attachments is hereby deleted and replaced in its entirety with the "Third Party Fill Plan Memo" dated March 13, 2012 and its attachments which are attached to this Second Amendment as Exhibit A and incorporated herein by this reference. 3. Representations and Warranties. Warranties. As part of City's material consideration for entering into this Second Amendment, Third Party hereby represents and warrants to City that Third Party's representations and warranties contained in paragraph 12 of the MOA are true, complete and correct in all respects on and as of the date of its signature of this Second Amendment with the same effect as though such representations and warranties had been made on and as of the date of its signature of this Second Amendment. LV.yp,�3B W 1,10001 REG.U"C t°ArmroMaAim.nu Document No. HD- A11-04A] NEWPOM"EAENjIWO� 4. Further Assurances. Third Party agrees to provide any additional materials or information reasonably requested by City in furtherance of the intent and purposes of this Second Amendment. 5. No Other Changes. Except as expressly provided in this Second Amendment, all of the terms and conditions of the MOA shall remain unchanged and in full force and effect. [Signature Page Follows] L�NO3eVg11bW10309.00c A��m3m Y°NiDTO UUIm�nu NtWPOPr BFAGMIi�'al Attest ' Date* _ 3/Z 1// 7-- 41 2012 CITY OF NEWPORT BEACH, a municipal corporation By: c - �• � 1 Name: b..; a a • It:,% Title: L- t-N. By: Name: Title: THIRD PARTY CITY OF LONG BEACH, a municipal corporation, acting by and through its Board of Harbor Commissioners By: C J. Christopher Lytle Executive Director Long Beach Harbor Department CITY The foregoing document is hereby approved as to form. ROBERT E. SHANNON, City Attorney 2012 By: k- Trffani L. Shin, Deputy [Signature Page to 2nd Amendment to Thins Party Dredge Material MOA] 7°/+mmuu�nas . w 4:4:1Wliffa1 THIRD PARTY FILL PLAN MEMO [Attached.] 4 L11gaY�imIRM 'POOb�DPl2WCifNO]t®B.DOC Ail-0Ot8] Y°AA010 YOA19'//IS NENPORIBEACN�LNe� THIRD PARTY FILL PLAN MEMO Version 3.0 March 13, 2012 This memorandum sets forth specific details associated with the materials to be delivered by the City of Newport Beach to the City of Long Beach. DELIVERY PERIOD The delivery period for the third party material shall be as stated below. Any changes to the delivery period will be according to the provisions of the MCA. The delivery cannot commence until the City constructs the retention dike and the site is made available. It Is understood, the City has entered into a Contract with Manson /Connelly JV to construct the retention dike for the Slip 1 fill location and coordinate the deposit of Third Party materials. The retention dike is anticipated to be in place and the fill site available by August 2011. The City will notify the third party in writing when the disposal site is available. Delivery Period is August through December, 2011 plus an option at the sole discretion of City to extend this period to June 30, 2012 for additional material from other Federal Channel areas in Newport Beach. VOLUME OF MATERIAL The total volume of material the Third Party anticipates delivering to the City is up to 215,000 cubic yards, which includes 85,000 cubic yards from the Rhine Channel, 65,000 cubic yards from the Newport Channel and the West Lido Channel Area A, and 65,000 cubic yards from the other Federal Channel areas. This quantity is approximate and may vary by 10% without this memorandum needing to be revised. MATERIAL CHARACTERISTICS The materials to be delivered are generally characterized as silt /clay materials dredged from the Rhine Channel, Newport Channel, West Lido Channel Area A and other Federal Channel areas representing contaminated sediment cleanup. The material characteristics are based on geotechnical reports provided by the City of Newport Beach with the application dated June 30, 2010, additional geotechnical data dated September 2010, and the request for a revised application (attached) dated June 23, 2011. Based on the geotechnical information provided, the proposed dredge materials have the following typical geotechnical characteristics: o Mostly fine- grained soils with up to 25 percent clays (percentage of materials finer than 2 micrometers in diameter) and up to 75 percent silts [percentage of materials that are larger Exhibit A Page 1 of 2 than 2 micrometers in diameter and smaller than No. 200 sieve opening (75 micrometers in diameter)]. Based on early chemical information provided by the City of Newport Beach, the proposed dredge materials have the following specific characteristics: o All boring locations exceed ERL and /or ERM levels for Mercury, Copper and Zinc. Also, all boring locations exceed ERL and /or ERM levels for PCBs and DDT. Any material not consistent with the general characteristics represented by the testing performed will not be permitted to be placed in the fill PLACEMENT METHODS The materials are to be delivered by barge and deposited in the Slip 1 Layer 1 area within the Middle Harbor in the Port of Long Beach as directed by the Port. A detailed fill drawing identifying cells to deposit material into the Slip 1 will be provided prior to scheduled placement and updated on as needed basis. The cell arrangement will vary from week to week and Newport Beach will be required to coordinate this arrangement with other Third parties and Port contractors placing material into Slip 1. The deposited materials shall be placed in a manner as to create a relatively consistent elevation, with undulations not to exceed 4 feet vertically from the surrounding area. The material shall be placed in a pattern of barge placement that does not continuously overlap previous placement. In no case shall the material be allowed to be deposited at a height above elevation -20' MLLW. Any debris from the Third Party material disposal shall be removed by the Third Party and properly disposed of outside the Port of Long Beach. GENERAL REQUIREMENTS The Third Party shall schedule a pre - disposal coordination meeting with the City at least fourteen calendar days prior to scheduled delivery. In addition to Conditions Precedent, Section 6 of the MOA, the Third Party shall provide for the City's review and approval copies of all permits, insurance, indemnity forms no less than thirty calendar days prior to scheduled delivery in accordance with the MOA. Attachments: City of Newport Beach request for revised application Exhibit A Page 2 of 2 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Harbor Resources Division June 23, 2011 Mr. Tom Baldwin Port of Long Beach 925 Harbor Plaza Long Beach, CA 90802 RE: REVISED APPLICATION INFORMATION FOR MIDDLE HARBOR DISPOSAL OF FEDERAL AND CITY MATERIAL FROM LOWER NEWPORT BAY, NEWPORT BEACH, CALIFORNIA Dear Mr. Baldwin On behalf of the U.S. Army Corps of Engineers, Los Angeles District (Corps), and the City of Newport Beach, I would like to respectfully request a modification to the source and quantity of material planned for disposal at the Middle Harbor fill site originating from Newport Harbor. Per our recent conversations, the City of Newport Beach (City) has refined its estimated dredge volume for the Rhine Channel and other City properties to be approximately 100,000 cubic yards instead of the previous estimate of 150,000 cubic yards. Separately, the Corps of Engineers has also revised Its estimated volume of contaminated sediment in the harbor from approximately 700,000 cubic yards to around 200,000 cubic yards. Of this amount, approximately 110,000 cubic yards of contaminated material (approximately 130,000 cubic yards with OD included) has been identified as a priority for removal from the Harbor, and the City and the Corps would like to have it dredged towards the end of the year. The allached figure shows the location and quantifies of material Identified for priority removal. Both clean and contaminated areas are identified with the dean areas currently targeted for disposal at LA -3. The current Memorandum of Agreement (MOA) between the POLB and the City allows for disposal of 150,000 cubic yards (plus 10 %) from the Rhine Channel or a not to exceed amount of 165,000 cubic yards. The City proposes to reduce the amount of material originating from the Rhine Channel area to approximately 100,000 cubic yards and then add the remaining approximately 65,000 cubic yards from the "Newport Channel" and "West Lido Channel Area K portions of the Federal Channel to meet the previous volume commitment of Newport material to the fill site. These areas are located immediately to the east in the approach to the Rhine Channel. Also, if the POLB Is amenable, the City and the Corps would like to bring the material from the remaining priority contaminated areas to the Middle Harbor fill site as well. This additional volume totals approximately 65,000 cubic yards (with OD Included) and includes material from the following reaches of the Federal Channel: Lido Isle Reach North, Balboa Island Channel, portions of West Lido Channel Area "A' and the area in front of the Coast Guard docks. Attached to this letter are detailed maps of each dredge area proposed for addition to the MOA as well as summary physical and chemical data to assist in the evaluation. The material is chemically similar to the Rhine Channel sediment, but slightly better quality from a geotechnical perspective. The Corps Is currently preparing Its internal environmental and engineering documents and plans to advertise the project on August 1 with a contractor on -board and ready to dredge by the middle of October 2011. Thus, this work would overlap with the Rhine Channel project, however, depending on the contractor selected and size of the equipment used, it may 829 Harbor Island Drive, Newport Beach, CA 92660 PH: (949) 644 -3034 FX: (949) 723 -0589 a www. newportbeachca .gov /harborresources require a little more time to place in the fill site than the current window for the Rhine Channel sediment (August 1 to December 31, 2011). The Corps feels confident that it can complete the additional work no later than February 28, 2012. In summary, what the City and the Corps are requesting at this point are the following three items: (1) A substitution of approximately 65,000 cubic yards of material from the "Newport Channel" and "West Lido Channel Area A° portions of the Federal Channel to make up the total volume of material currently identified in the City's MOA with the POLB. (2) The addition of another approximately 65,000 cubic yards of material from other Federal Channel areas for disposal into the Middle Harbor fill site. (3) An extension to the disposal window by up to 60 days for the additional Federal Channel material, If approved for disposal. The City of Newport Beach remains aggressive in its preparation for this work. The Dutra Group has already been authorized to proceed with construction and we are anticipating a start dale of August 1, 2011 for the Rhine Channel dredging. As stated in the past, we are very committed to this project and are excited about the opportunity to work with the Port of Long Beach on this endeavor. Furthermore, the City recognizes the unlque opportunity for contaminated sediment disposal afforded by the Port with the Middle Harbor fill site. Should additional opportunities for disposal become available now or In the future, and pending Council approval, the City is financially prepared to provide additional material for use in the fill. If you should have any questions or require additional information on the details of our project, please do not hesitate to contact me via phdne or email. Thank you for considering our application modification. Sincerely, "ta Chris Miller Harbor Resources Manager (949) 644 -3043 emiller(@newportbeachea.gov =. Matt Arms, POLE tea kC our too e n _77rjVr.�_�.T_4 1 U.000 CY Bm80i amlD dNaIEL 911000 e I ax ME NORTN 9 45.000 CY NL° t C L 4 4D.WD CY .OLSI LOO OOrxEl N0'e •X' D cla00 v C l carl✓0 u9.o9D n w�A ------------------------- I IT AK ma Sw. -m -oc 1 1 1 1 1 i i mme.an.� w i i 1 i 1 1 1 iLAR ar wl Aa Y i ��' I 1 AppPox. 8000 � cu61c yards 1 1 OLnON iOa4eaa NQI `+ 1 1 mu ea 6Mh41 ® - Nan mswr r011 Darr, o®asea M. N M rw =m D®C9a Caen o®OSM, 3I.D00 C ON.BOi ISLNO CNNlEL m •° ` ° LOWER NEWPORT BAY 47.000 C 42.M V LW n M LOO aL ISM01 MORrII M •v 10.100 CT B480e Rfr r •ir 10.400 CY Ti N�d4aE w •n 9t0D0 CY YIOR NOCgRAGE t. 159.900 CY -m u Balboa Island Channel (Area BC) Station Locations z v e 4 ♦ It w ,1L+1 - ` \L'�t+ n �, y�v, �`a�'��1j ♦♦ NO+�,rlyr}j -I p }� [S��n v. .✓Y Gonventionals (%) Metals (mg/kg), Gravel 0.1 Arsenic (As) 6.4 Sand 40.5 Cadmium (Cd) 110 Silt 26.6 Chromium (Cr) 27.5 Clay 32.8 Copper (Cu) 61.4 TOC 0.8 Lead (Ph) 28 Total Solids 58 Mercury (Hg) 1.62 Hg Maximum 3.01 Hg Minimum 0.11 Organics (µg[kg) TBT 16. Total PAHs 295 Nickel (Ni) 18.1 Total Detected PCB Aradors 85 Selenium (Se) 0.8 U Total Detected DOT 86 Silver (Ag) 0.3 U Chlorinated Pesticides All ND Zinc (Zn) 107 West Udo Channel &,Newport Channel Station Locations i t 3u • 4".r+y51.`<wXv t` I ®f COmposlte s tlon with full chemistry °' mm "fL�` f ���' �Q�H ` f',i a f &-Brain sl:e andTOConIY i Mft r/ !i A �+, ..T t A S ri% � l O 1 �% qYi Li•J �, _ h��rL^ a�yFl"j.N- ..q.C`'��n tiY I] 4 1 aConventlonals'( %)1 "^ Metals (rog/kg)L, ' Samples, Comp Samples Comp Gravel 3.2 Arsenic (As) 8.65 4.0-97.72 Sand 42,7 Cadmium (Cd) 1.20 Slit 16.6 Chromium (Cr) 31.0 2.3-96.0' Clay 37.4 Copper (Cu) 91.0 TOC 0.09 -2.0 1.29 Lead (Pb) 29.0 Total Solids 38.4 -68,5 49.5 Mercury (Hg) Hg Maximum 5.6 Hg Minimum 0.04 0.82 3.47 0.19 � rgamcs;,(Ng/kg) _. - . Y TBT 17 Total PAHs 6.5 U Nickel (NI) 19.0 Total Detected PCB Aroclors 32 Selenium (Se) O.66 Total Detected DDT 28 Silver (Ag) O.40U Chlorinated Pesticides All ND Zinc (Zn) 166 'Value includes the sum of gravel and sand b Percent fines -value includes the sum of slit and .clay -r Yacht Anchorage -Middle Portion (Area YAM) Station Locations I r.' °- F�-t'JC`• Ray /. q ',. 1 � LY - EConventionals,W) Metals;(mg/kg) VerticalStrata UpperW- Lower4'' Vertical Strata Upper 4' Lower 4' Gravel 0.1 0.0 Arsenic (As) 7.6 9.2 Sand 6.2 12.2 Cadmium (Cd) 1.6 1.6 Silt 43.2 37.8 Chromium (Cr) 35.0 46.0 Clay 50.7 50.3 Copper(Cu) 48.0 47.8 TOC 1.1 1.3 Lead (Pb) 27 41 Total Solids 48.0 53.9 Mercury (Hg) 0.16 Hg Maximum 0.28 Hg'Minimum 0.10 0.56 2.25 0.11 - +Orgariicsi(pg/kg) TBT 4.2 3.3 U Total PAHs '228 126 Nickel (Ni) 25.0 28.6 Total Detected PCB Aroclors 24.0 67.0 Selenium (Se) 1.0 U 0.9 U Total Detected DDT 71.0 152 Silver (Ag) 0.4 U 0.4 U Chlorinated Pesticides All ND All ND Zinc (Zn) 127 141 Lido islanAChannel - North (Area LIN) Station Locations _ 1 C Gohventlonals ( %) Metals` +(mg %kg) ,° Gravel 0.5 Arsenic (As) 6.9 Sand 27.2 Cadmium (Cd) 1.2 Silt 36.9 Chromium (Cr) 28.8 Clay 42.6 Copper (Cu) 42.5 TOC 1.3 Lead (Pb) 31 Total Solids 53.9 Mercury (Hg) Hg Maximum Hg Minimum 1.06 1.77 0.28 TBT 3.9 Total PAHs 221 Nickel (Ni) 19.8 Tota( Detected PCB Aroclors .50.0 Selenium (Se) 0.9 U Total Detected DDT 57 Silver (Ag) 0.4 U Chlorinated Pesticides All ND Zinc (Zn) 103' Figure?. Sampling Locations at the Guest Docks and on Interceptor Beach (base map from Noble Consultants). Tr �4 I �%v Ty %, -, i �s Mf1° `l'�ily Y 1�l4 �vE rcl3 11y uu d �.•> ��Vl6rawra Slt ®n' �': t� `lr 4•- x It S � 4"U'3 :: /t � ✓� ?Zr, �q V'i 7 ✓ � ( pry ( i .� 4 Table 3. Guest Docks and Interceptor Beach Sediment Grain Size and TOC Summary. AualyteName Al Guest Docks A2 A3 A4. Intefeeptol Beach C1L2 C3 -C4 C5-C6 Grain 'Ske!%1 ' Sand 93.9 71.6 67A 63.5 98.9 98.8 Sul 2.2 9:6 11.6 14.6 _ 0.6 0.8 _ _98.6_ 1 , Clay 3.9 18.7 21.4 21.9 0.4 0.4 0.5 Cenventtanals TotalOmanic Cadbon(mnika dry) 0.062) 0.0644 0.18 0.55 0.025) 0.035J 0.026) Pement So3da(961 74 74 65 67 100 96 99 J. Thu mutt Is an esdmatod quant8y 16 rigm 3. Comparison of Cumulative Particle Size Distribution Curves for Sediments from the Guest Docks and interceptor Beach. Phi Size 0 1 2 3 4 6 6 7 8 9 10 10 1 0.1 0.91 0.001 Grain Site In Millimeters —GD -A1 —00-A2 —GO-A3 GO-A4 IBC1fC2 — IBC3IC4 IBC61C6 Pj�hii�j��� .5 4 -3 -2 .1 199 � iiin■�R�iiAi +FH- I- HI —I —HA Phi Size 0 1 2 3 4 6 6 7 8 9 10 10 1 0.1 0.91 0.001 Grain Site In Millimeters —GD -A1 —00-A2 —GO-A3 GO-A4 IBC1fC2 — IBC3IC4 IBC61C6 iiin■�R�iiAi ni�iiiNU'!ii�i HIM linim MINE u�ui� Phi Size 0 1 2 3 4 6 6 7 8 9 10 10 1 0.1 0.91 0.001 Grain Site In Millimeters —GD -A1 —00-A2 —GO-A3 GO-A4 IBC1fC2 — IBC3IC4 IBC61C6 5.2 Sediment Chemistry The results of bulk sediment chemistry analysis of the composite samples from the Guest Docks and Interceptor Beach are summarized in Table 4. Data from both the Guest Docks and Interceptor Beach were compared to the PRG Residential Soil Criteria and Title 22 TTLC levels. Values that exceed the PRO are bolded and highlighted in tan. All results were far below the Title 22 Total Threshold Limiting Concentrations (TTLC). Arsenic exceeded the Cal- Modified Preliminary Remediation Goal (PRG) for Residential Soils in both the composite samples from the Guest Docks and Interceptor Beach. The arsenic Cal- Modified PRG was based upon contributions from human sources. In fact, background concentrations measured in California soils are several orders of magnitude higher than the PRG value. A survey of background levels of metals in California soils (Bradford et al. 1996) indicated that the average concentration of arsenic was 3.5 mg/kg and values ranged from 0.6 to 11.0 mg/kg. The only other compounds exceeding EPA's PRG guidance for residential soils were two PAIi compounds, benzo(b)fluoranthene and benzo(a)pyrene (Table 4). The concentration of benzo(b)fluoranthene in sediments from the Guest Docks (649 pg(kg) was comparable to the residential PRG value of 621 pglkg. Benzo(a)pyrene in sediments from the Guest Dock composites (284 pg/kg) was over four times the PRG value of 62.1 pglkg. Table 4. Summary of Bulk Sediment Chemistry Aoalyses Conducted on Composite Samples from the Guest Docks and Interceptor Beach. Malytellame Guest Docks Interceptor Beach PRG Res. Soil Title 22 TTLC Wet Weight Can vmwnals m . unless noled Percent Sorlds % 726 98.6 'H. Units 9.22 9.73 Total Volatile SoOds % 0.8 0.1.1 _ Total Amntonla (as N) 4.74 0.2 Oil end Grease low 100J TRPH 10DJ 2000 TotalAlyals (me/ko d Antimony 0.189 0.125 31.3 Arsenic 3.i2 139 0.06W Cadmium (1447 0.147 37 100 chfomhnn 14.6 4.37 211 2.500 Copper 26.4 2.17_ M30 X500 _, Lead 14.3 3.89 150 1.000 _ Mercury 0.201 0.017J 23.5 20 Nickel 6.95 2.39 000 Selenium 0.3 0.065 100__ saver 0.047J 0.033J 391 _ 500 Dne 59 12.5 23,500 5.000 Butdf is(uitRm dy Morioliumb 311 31.1 Dfbulylb 311 31.1 T Ion 18.7 31.1 Tetra bulIft 3U 3U I. The=nic PRG is the Califamio- odidied PRG. The val ue for vttoic is based upon human wmribuaonn. In fact, natural background levels ert omen much higher (01UM, 20051 18 Table 4. Summary of Bulk Sediment Cbemistry Analyses Conducted on Composite Samples from the Gout Docks and Interceptor Beach. (continued) Analyte Name Guest Docks Interceptor Beach PRG Res. Soil Title 22 TTLC Wet Wel4hl Ch7adnaledPoWeldas ftft drv) 2,4' -0DT 51) 5U 1.720 2.4' -DDE 1.3J 511 1.720 $4' -DOD 51) 5U 2.440 4,C-DDT 5U _ 5U _ 1,720 _ 1,000 44' -DDE 13.9 5U 1,720 1,000 4N-DDD 1J 5U 2,440 1,000 Told DDT 16.2 0 J720 1.000 AWdn 5U 5U 28.6 1,400 _ Dielddn 5U 5U 30.4 BAW Enddn 5U 5U 18,300 200 Enddn ketone 5U SU Endifn iddehyde 5U 5U Endesultan II 5U 511 367,000 Eodosullan1 _ 5U 5U 367,000 . Endosuffen su8ete SU 5U ha-BHC 5U 5U beta -BHC 511 5U delMHC SU 5U namma-BHC(LIndane) 5U 511 4000 thelhokmal SU 511 306:000 100.000 wrex SU 511 276 21(00 pentane 1011 IOU Toraphena 5011 501) 442 51000 Hepleddar epmIde SU 5U 53A _ Hepladdor 5U 511 108 4,700 el . Imdane 511 SU aamwalardane 5U 5U Oxychlordane 5U 511 , cisitanadllar 5U 5U _ trans- Nonxcider SU 511 Toted Chlordane 0 0 Aroe)prs Amdar1D16 2OU 20U _.3.930 Amdor 1221 20U 222 Aroder 1232 - -- _201) 20U 20U 222 Amdor 1242 20U 20U 212 Amclar1248 20U 2011 222 . Afedor 1254 25 2011 222 Arodor 1260 2011 201) 222 Total Amdms 25 0 19 Table 4. Summary of Bulk Sediment Chemistry Analyses Conducted on Composite Samples from the Guest Docks and Interceptor Beach. (continued) Anslyte Name Guest Docks Interceptor Beach PRG Res. Soli Me 22 TTLC Wet Weight PCB dWI (u¢k�drJl PCB008 5U 5U PCBD18 5U 5U _ PCB028 5U 5U kffi31 5U 5U PCB033 5U 5U PCB037 5U SU — _.. . PCB044 PCB049 5U 1.1.1 51) 51) PCBD52 1AJ 5U PCB066 5U 5U PC8070 5U 5U PCB074 5U 5U PC8077 5U 5U PCB081 5U 5U PCB087 1.7J SU PC8095 2.2J 5U PCBD99 1.91 5U PCB101 4AJ 5U PC8105 5U 5U PC8110 3.11 5U PCB114 5U 5U PC8118 1.7J SU _ PCB119 5U 511 _ PCB123 5U 5U PCB126 5U 5U PCB128 SU 511 PCB138 4.1J 51) _. . PCB141 5U 5U PCB149 31 SU PCB151 1.2J 5U PCB153 3.81 5U PCB156 5U 5U PCB157 5U 51) PC8158 5U 51) PC8167 5U sU PCB16BA32 5U 5U PC8169 5U 5U . PC8170 -- 221 5U _-_- PC8177 511 5U PCt1180 W 511 PM183 511 5U 20 Table 4. Summary of Bulk Sediment Chemistry Analyses Conducted on Composite Samples from the Guest Docks and Interceptor Beach. (continued) Analyte Name Guest Docks Intercepter Beach PRG Res. Sal] Title 22 TTLC Wei Wet ht PCB Congeners (ug6cq dry) ccngnu PCB167 1.81 5U PC8189 SU 50 _ PCI3194 511 5U PC8195 SU 5U PCB200 5U 5U PCB201 1.2J 5U - -. —._- PCB206 SU 5U PCB209 5U _ 5U Total PCB Congenam 57.8 0 Phenolic Compotmds g�kff 2A.6•Ttichlorophenol 1000 1001) 6.950 2,4 -Dolor encl __ -- 1000 — _...__ 100U 183000 2,4- MmffOthenal 2000 2000 1220000 _ 2,4-DInftphanal 2000 2000 122,000 2Chbacphenol 1000 7000 63,400 22Mathy'Id6,d ItMggR ---'200U---- -2000.-'- - - -- 24l_ghenol 2000 2000) *Chkiro•3- meWphenol 2000) 2000 4 -1,11Iro hend 2000 2000 Pentachlorophenol 1000 1000 2,980 50,000 Phenol 2000) 2WUJ 18,3JW 000 _ Thal Phenols: CogMmds 0 0 Phd"es W2-EftlhexApbftlaW 117J 1250 Mn hthatate 20U 20U 2,440,000 MeUM PhOwIsts, 125U 125U 46900000 D4n-W phthalate 1000 1000 Benzvl.Wt)4 hMate 50U 50U 1 200000 WnethVl phftlald 75U 75U 100:000:000 21 Table 4. Summary of Bulk Sediment Chemistry Analyses Conducted on Composite Samples from the Guest Docks and Interceptor Beach. (continued) Analyte Name Guest Baclts Interceptor Each Title 22 PRG Res. TTLC Wet Soil weight PAUs(uwko d/yJ Phenardhrene 154 2.61 Naphthalene _ 3.4.1 .. 1.71 _1,700 Ruorerte 7.1 5U 2,750,600 Mazothlophone 6.4 5U Blphey _ 1.51 5U Anthracano 140 5U Acons Ih Lena 34.4 _ _ 5U _21.800000 _ _ Aconaphthene 9.3. 5U 9.690,000 2-MatWaaphthalena W 5U 2,6_Gimelh a Mons 2.4.1 5U 223¢Tft thylnaphlhalenre 51.1 _ 52 1-Melhylphonanthrene 13 5U 14Me a hilalene. 2.5.1 5U PYrens 501 122 2,320,000 Perylene 652 6.6 Inderlot12.3tdipymw 245 7.7 621 Fluoranthene 454 13.6 2,290,000 Dbenwis h thracene 60.7 27J Mysens 579 10.1 3,780 Ben 8uoranthem 358 7.5 378 Be h 174 8.3 senzaelp yrahe 401 10.7 Benza@IDuoranlhene -'049 __. 12.1 621 62.1 .' Ben a rene "284 10.5 Ban a anthmcene 359 8.6 621 Total Low ht PAHs 371 43 Total Kill Weight PAHs 4130 111 Total PAHs 4501 116 U- Not m orcd abme mpm4d sample reporting limit. J= The result is an eslimnted quantity. 22 Nasxmber:009• DRAFT Lower Newpta: NV INetlged tdetenel EvalcaVon Hewlle:Gs I LC Figure 2 -1. Arms within Fasten Lower Ncwpotl Day Pages -- -- 0 ,�� arm ' MOOD CY BOLBOA MAW CMAWIEL 2 22.000 CY L0D ME REACH NORTH S 05000 CT MEITPORT CHAIML 6 97.000 CY NEST LEDO CHAPO(M AREA W ® AREAS IF6LITA9LE FOR OCEAN 0VOSAL S 0.000 CY COAST GUARD ® AREAS FOR OCEAN DWOSAL 128;000 CT OEEAH CISPDSALU 31.390 CY SALSOA ISLAND C NWEL N,200 C+ I MSOA - SLAND REACH 42,500 Cr LOO ME FCAH NORTH 20.700 CY 0400A READ, 20.100 CY •ACNT AHCRORACE 21.000 CY YACH! ANL ORn C 159.900 CY I November 2009 -DRAFT lower N4wPOm Ray Dredged Material Evaluation ModtOedJenvnry 20 2010 NewF111d4 L(C Teble34. Red; eatCbeven04ee1. Melds. and Or�n6m Anelveis in A C;aemaairu 2. Neabert Rdv NM: Not M=.d: U: Ued.ddud. Aeevl on good. below rcpcn AwaavNm Page 27 ERL ERM UH OR MIR I UN US VAB YAM YAM* YAWL YJ6U YAS4- UNC I Ilia Bc Grant (%) - - 0.0 03 OS 03 0.2 0.3 1A US 6.0 0.1 02 0.6 0.1 0,1 Sand ( %) - - 109 28.7 4L4 272 36.0 33.1 89 6.2 12.2 73 16.9 55.6 322 40.5 SIR( %) - - 64.6 329 292 36.9 29.7 261 39A 43.2 37.8 395 3LB 215 33.6 26.6 Coy (%) - - 25.0 3L8 29A 42.6 34.1 405 50.8 50.7 503 52.9 503 215 34.1 32.8 <LO tun 13.6 19.9 18.9 27.7 223 259 30.2 312 3L9 33.3 30.4 11.2 22.0 21.3 TOC( %) - - L3 09 0.9 13 LO LO 12 1.1 13 0.9 1.1 0,6 1.0 0.8 Total S011ds( %) - - 55.1 622 62.3 53,9 56.2 532 525 48.0 53.9 493 53.0 65.7 57.3 58.0 Ammon0(mg/L) 1.96 9.02 8.81 15.6 654 8.34 163 15.9 20.6 14.7 17.2 9.05 8.40 7.37 Sul0des m ) 1 0.16 1 0.25 0.41 1 036 0.25 0.23 0.30 0.20 0.26 0.27 1 0.34 1 0.17 0.29 0.26 Mew fm ) Arsenlc(As) B.2 70 S3 61 5.9 69 SS 7,2 7.7 7.6 9.2 7.5 7.7 45 6.0 6.4 Cadmium (C-d] L2 9.6 0.7 1.3 1.2 12 0.9 IA 2.0 L6 1.6 1.6 L4 0.8 12 1.0 Chmmlum(Cr) 81 370 35.0 34.0 29.0 28.8 24.3 32.0 42.0 35.0 46.0 34.0 39.0 18.7 25.9 27.5 Copper(CUl 34 270 223 34.8 35.0 42.5 40.0 59.0 432 48.0 47.8 45.0 41.9 26.4 37.8 61.4 Lead (Pb) 46.7 218 10 24 24 31 23 31 34 27 41 27 38 LS 25 28 Merturv(Ng) OAS 0.71 0.06 0.23 025 1.06 0.46 0.58 0.29 0.16 056 0.26 0.46 0.25 0.42 1.62 Nickel (NQ 20.9 51.6 21.1 19.6 18.6 19.8 15.7 213 26.1 25.0 28.6 25.0 23.7 12.5 18.3 18.1 Selenlum(Se) - - 0.9U 0.8U 0.7U 0.9U 0.9U 0.9U 09U I 09U I 0.9U 0.7U 0.8U 0.8U SINOr(AS) 1.0 3.7 03U 03U 03U 0.4U OAU 0.4U 0.4U 0.4U 0.4U 0.4U 0.4U 0.3U 0.9U 0.3U Zinc Zn 150 410 68 102 100 103 98 125 130 127 141 124 118 73 104 107 OBanotim( /Ig Tdburyl0n - - 3.7U 32U 3.7U 39 4l 5.2 3.6U 42 33U 3.8U 35U 33U 3.4U 16 Dlburyll S.SU 4Au 5.5U 6.7 1 BA 9.2 5.4U 6.4 S.OU 5.6U 5.2U S.OU 6.0 12 Monobutyltln - 39U 3.4U 3.9U 35U 35U 3.7U 3.BU 3.7U 3.SU 4.0 U 3.7U 34U 3.6U 3.6U NM: Not M=.d: U: Ued.ddud. Aeevl on good. below rcpcn AwaavNm Page 27 FIRST AMENDMENT TO MEMORANDUM OF AGREEMENT BY AND BETWEEN THE CITY OF NEWPORT BEACH AND THE CITY OF LONG BEACH, ACTING BY AND THROUGH ITS BOARD OF HARBOR COMMISSIONERS THIS FIRST AMENDMENT TO MEMORANDUM OF AGREEMENT ( "First Amendment") is made and entered into, in duplicate, as of the date executed by the Executive Director of the Long Beach Harbor Department ( "Executive Director"), by and between the CITY OF LONG BEACH, a municipal corporation, acting by and through its Board of Harbor Commissioners ( "City ") pursuant to authority granted by said Board at its meeting of I 1 1"1 , 2011; and the CITY OF NEWPORT BEACH, a municipal corporation ( "Third Party "). 1. Recitals. This First Amendment is made with reference to the following facts and objectives: 1.1 City and Third Party entered into a written Memorandum of Agreement on April 19, 2011 (Harbor Department Document No. HD- 7745) ( "MOA "), concerning the delivery and placement by Third Party of certain of its dredge material in the Port of Long Beach's Middle Harbor during the early phases of City's Middle Harbor Redevelopment Project. 1.2 By letter to City dated June 23, 2011, Third Party requested that it be allowed to extend its dredge material delivery period, increase the total amount of Third Party dredge material to be placed by it and substitute some of the original dredge material that Third Party intended to place with other Third Party dredge material, as further described in the new Third Party Fill Plan Memo referred to in paragraph 2 below. 1.3 Third Party and City now wish to amend the MOA to incorporate the above changes, as more specifically described herein: 2. Replace Exhibit A. Exhibit A of the MOA including all of its attachments is hereby deleted and replaced in its entirety with the "Third Party Fill Plan Memo" dated September 7, 2011 and its attachments which are attached to this First Amendment as Exhibit A and incorporated herein by this reference. 3. Representations and Warranties. As part of City's material consideration for entering into this First Amendment, Third Party hereby represents and warrants to City that: Document No. HD --7 7'f 5 A 1 �YpcYI,LwJiNA000'DOm 1 t 011.COC Afi m YIWYiIW®OR i °VMTY /J1UTb YOA NE RTB CHCR l 3.1 Third Party's letter to City dated June 23, 2011 including all maps, data and other information attached thereto or provided therewith are true, complete and accurate. 3.2 Third Party's representations and warranties contained in paragraph 12 of the MOA are true, complete and correct in all respects on and as of the date of its signature of this First Amendment with the same effect as though such representations and warranties had been made on and as of the date of its signature of this First Amendment. 3.3 Third Party has, either prior to or as of the date of its signature of this First Amendment, performed or complied with all agreements, obligations and conditions contained in the MOA that it was required to perform or comply with prior to or as of the date of its signature of this First Amendment. The information and materials described in subparagraph 7.10 of the MOA has, with respect to any new, additional or different dredge material included by virtue of this First Amendment, been delivered to City either prior to or concurrently with Third Party's signature of this First Amendment. 4. Further Assurances. Third Party agrees to provide any additional materials or information reasonably requested by City in furtherance of the intent and purposes of this First Amendment. 5. No Other Changes. Except as expressly provided in this First Amendment, all of the terms and conditions of the MOA shall remain unchanged and in full force and effect. [Signature Page Follows] � :wno1�Di,tw]2MNDxstWMW0i1W27QII OD nn -a S MNpE WJiDOR T2'°PMTY I ^MIDTOMO NEY RTBEA KMW.q SEW POR O1< ' Attest C, 9 <� FO nN�P , 2011 i` CITY OF NEWPORT BEACH, a municipal corporation By: Name: Title: 2011 By: Name: Title: NEW iis go" w /---/z .2011 THIRD PARTY CITY OF LONG BEACH, a municipal corporation, acting by and through its Board of Harbor Commissioners CITY Richard D. Steinke Executive Director Long Beach Harbor Department The foregoing document is hereby approved as to form. ROBERT E. SHANNON, City Attorney n 4't7 T f .2011 By: I, , ,1, Tiffani L. Shin, Deputy [Signature Page to 1st Amendment to Third Party Dredge Material MOA] luPw�MM�M�^�` =bze Wel�'roZ1ie1 I OOC e11d 3 MmOLE HAR60R>°PARTY 1 "AMO TO MOA NC ORTN CHfRehl EXHIBIT A THIRD PARTY FILL PLAN MEMO [Attached.] 4 NIOOIE XOABOR � °PARYY 1 ^ANDY(! MM NEWIVRYBGCMjIWeI THIRD PARTY FILL PLAN MEMO Version 2.0 September 7, 2011 This memorandum sets forth specific details associated with the materials to be delivered by the City of Newport Beach to the City of Long Beach. DELIVERY PERIOD The delivery period for the third party material shall be as stated below. Any changes to the delivery period will be according to the provisions of the MCA. The delivery cannot commence until the City constructs the retention dike and the site is made available. It is understood, the City has entered into a Contract with Manson /Connelly JV to construct the retention dike for the Slip 1 fill location and coordinate the deposit of Third Party materials. The retention dike is anticipated to be in place and the fill site available by August 2011. The City will notify the third party in writing when the disposal site is available. Delivery Period is August through December, 2011 plus an option at the sole discretion of City to extend this period to March 14, 2012 for additional material from other Federal Channel areas in Newport Beach. VOLUME OF MATERIAL The total volume of material the Third Party anticipates delivering to the City is up to 215,000 cubic yards, which includes 85,000 cubic yards from the Rhine Channel, 65,000 cubic yards from the Newport Channel and the West Lido Channel Area A, and 65,000 cubic yards from the other Federal Channel areas. This quantity is approximate and may vary by 10% without this memorandum needing to be revised. MATERIAL CHARACTERISTICS The materials to be delivered are generally characterized as silt /clay materials dredged from the Rhine Channel, Newport Channel, West Lido Channel Area A and other Federal Channel areas representing contaminated sediment cleanup. The material characteristics are based on geotechnical reports provided by the City of Newport Beach with the application dated June 30, 2010, additional geotechnical data dated September 2010, and the request for a revised application (attached) dated June 23, 2011. Based on the geotechnical information provided, the proposed dredge materials have the following typical geotechnical characteristics: e Mostly fine- grained soils with up to 25 percent clays (percentage of materials finerthan 2 micrometers in diameter) and up to 75 percent silts [percentage of materials that are larger Exhibit A Page 1 of 2 than 2 micrometers in diameter and smaller than No. 200 sieve opening (75 micrometers in diameter)]. Based on early chemical information provided by the City of Newport Beach, the proposed dredge materials have the following specific characteristics: o All boring locations exceed ERL and /or ERM levels for Mercury, Copper and Zinc. Also, all boring locations exceed ERL and /or ERM levels for PCBs and DDT. Any material not consistent with the general characteristics represented by the testing performed will not be permitted to be placed in the fill PLACEMENT METHODS The materials are to be delivered by barge and deposited in the Slip 1 Layer 1 area within the Middle Harbor in the Port of Long Beach as shown on the attached placement drawings. A detailed fill drawing identifying cells to deposit material into the Slip 1 will be provided. The cell arrangement will vary from week to week and Newport Beach will be required to coordinate this arrangement with other Third parties and Port contractors placing material into Slip 1. The deposited materials shall be placed in a manner as to create a relatively consistent elevation, with undulations not to exceed 4 feet vertically from the surrounding area. The material shall be placed in a pattern of barge placement that does not continuously overlap previous placement. In no case shall the material be allowed to be deposited at a height above elevation -20' MLLW. Any debris from the Third Party material disposal shall be removed by the Third Party and properly disposed of outside the Port of Long Beach. GENERAL REQUIREMENTS The Third Party shall schedule a pre - disposal coordination meeting with the City at least fourteen calendar days prior to scheduled delivery. In addition to Conditions Precedent, Section 6 of the MOA, the Third Party shall provide for the City's review and approval copies of all permits, insurance, indemnity forms no less than thirty calendar days prior to scheduled delivery in accordance with the MOA. Attachments: Fill Site Plan Fill Section A -A Fill Section B -B City of Newport Beach request for revised application Exhibit A Page 2 of 2 U.-AfTS Up TO ELEVKnOM .20 --- - --- - - - - ----- ---- - - - - - - - - - - - - -------- ---- -------- - --- -- CITY OF NEWPORT BEACH DREDGE MATERIAL DEPOSIT LOCATIONS PLAN LONG BEACH Z"'�Ap LONG BEACH LEGIND M UVrpt 1 ED IAycg z CITY OF NEWPORT BEACH SLIP NO. I MATERIAL LAYERS SECTION B-B CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Harbor Resources Division June 23, 2011 Mr Tom Baldwin Port of Long Beach 925 Harbor Plaza Long Beach, CA 90802 RE: REVISED APPLICATION INFORMATION FOR MIDDLE HARBOR DISPOSAL OF FEDERAL AND CITY MATERIAL FROM LOWER NEWPORT BAY, NEWPORT BEACH, CALIFORNIA Dear Mr. Baldwin On behalf of the U.S. Army Corps of Engineers, Los Angeles District (Corps), and the City of Newport Beach, I would like to respectfully request a modification to the source and quantity of material planned for disposal at the Middle Harbor fill site originating from Newport Harbor. Per our recent conversations, the City of Newport Beach (City) has refined its estimated dredge volume for the Rhine Channel and other City properties to be approximately 100,000 cubic yards instead of the previous estimate of 150,000 cubic yards. Separately, the Corps of Engineers has also revised its estimated volume of contaminated sediment in the harbor from approximately 700,000 cubic yards to around 200,000 cubic yards. Of this amount, approximately 110,000 cubic yards of contaminated material (approximately 130,000 cubic yards with OD included) has been identified as a priority for removal from the Harbor, and the City and the Corps would like to have it credged towards the end of the year. The attached figure shows the location and quantities of material identified for priority removal. Both clean and contaminated areas are identified with the clean areas currently targeted for disposal at LA -3. The current Memorandum of Agreement (MOA) between the POLB and the City allows for disposal of 150,000 cubic yards (plus 10 %) from the Rhine Channel or a not to exceed amount of 165.000 cubic yards. The City proposes to reduce the amount of material originating from the Rhine Channel area to approximately 100,000 cubic yards and then add the remaining approximately 65,000 cubic yards from the "Newport Channel" and "West Lido Channel Area A" portions of the Federal Channel to meet the previous volume commitment of Newport material to the fill site. These areas are located immediately to the east in the approach 10 the Rhine Channel Also, if the POLB is amenable, the City and the Corps would like to bring the material from the remaining priority contaminated areas to the Middle Harbor fill site as well. This additional volume totals approximately 65,000 cubic yards (with OD included) and includes material from the following reaches of the Federal Channel: Lido Isle Reach North, Balboa Island Channel, portions of West Lido Channel Area "A" and the area in front of the Coast Guard docks. Attached to this letter are detailed maps of each dredge area proposed for addition to the MOA as well as summary physical and chemical data to assist in the evaluation. The material is chemically similar to the Rhine Channel sediment, but slightly better quality from a geolechnical perspective. The Corps is currently preparing its internal environmental and engineering documents and plans to advertise the project on August 1 with a contractor on -board and ready to dredge by the middle of October 2011. Thus, this work would overlap with the Rhine Channel project, however, depending on the contractor selected and size of the equipment used, it may 829 Harbor Island Drive, Newport Beach, CA 92660 PH: (949) 644 -3034 FX: (949) 723 -0589 • % vmw. newportbeachca .gov /harborresources require a little more time to place in the fill site than the current window for the Rhine Channel sediment (August 1 to December 31, 2011). The Corps feels confident that it can complete the additional work no later than February 28, 2012. In summary. what the City and the Corps are requesting at this point are the following three items: (1) A substitution of approximately 65,000 cubic yards of material from the "Newport Channel" and "West Lido Channel Area A" portions of the Federal Channel to make up the total volume of material currently identified in the City's MOA with the POLB. (2) The addition of another approximately 65,000 cubic yards of material from other Federal Channel areas for disposal into the Middle Harbor fill site. (3) An extension to the disposal window by up to 60 days for the additional Federal Channel material, if approved for disposal. The City of Newport Beach remains aggressive in its preparation fnr this work. The Dulra Group has already been authorized to proceed with construction and we are anticipating a start date of August 1, 2011 for the Rhine Channel dredging. As stated in the past, we are very committed to this project and are excited about the opportunity to work with the Port of Long Beach on this endeavor. Furthermore, the City recognizes the unique opportunity for contaminated sediment disposal afforded by the Port with the Middle Harbor file site. Should additional opportunities for disposal become available now or in the future, and pending Council approval, the City is financially prepared to provide additional material for use in the fill. If you should have any questions or require additional information on the details of our project, please do not hesitate to contact me via phone or email. Thank you for considering our application modification. Sincerely, Chris Miller Harbor Resources Manager (949) 6443043 cm illernnewnort beachca.9ov cc: Matt Arms, POLE r i r r r i i 1 1 1 r 4 i i 1 1 1 r x' 1 \.ke .A R Ksr4 ro IT JUS 006 SPL•ED•OC 4 d 4IY� � • �r 'v?W n \1 _�� f]m Cr Ur4�D1 �HiO OWrfl .t�.�... • 4 �\\ ` .••• • - ��.: wlm ssogls¢ u,SS , f5 MEM IXS,Ot�C I'M MM M ,ts FM =m PYOSII ^, _(KIMt OSPC57.' "'°°` I-ARMA 4c. LOWER NEWPORT BAY ...•iO: h ICi ?.L S� :••.4Tr1 ..� s.:w c. eksc. rEC. ..:• <CU 6s' .son .xs -aaiwz .an Cy .sat ssr�+osv:.c �.0 4 --- --------------------- - -- --- I i 1 i Balboa Island Channel (Area BC) Station Locations I Conventionals ( °6) Metals (nri Gravel 0.1 Arsenic (As) 6.4 Sand 40.5 Cadmium (Cd) 1.0 Silt 26.6 Chromium (Cr) 27.5 Clay 32.8 Copper(Cu) 61.4 TOC 0.8 Lead (Pb) 28 Total Sol!ds 58 Mercury (Hg) Hg Maximum Hg Minimum 1.62 3.01 0.11 Organics (µg /kg) TBT 16 Total PAHs 295 Nickel (Ni) 18.1 Total Detected PCB Aroclors 85 Selenium (Se) 0.8 U Total Detected DDT 86 Silver (Ag) 0.3 U Chlorinated Pesticides All ND Zinc (Zn) 107 ' Value includes the sum of gravel and sand ° Percent fines • value includes the sum of silt and clay West Lido Channel & Newport Channel Station Locations • • '�iy Q eomposde station wah rull chemistry •� .t. . f •;F r\ Q Ng, gran site and rCC only U ";' t. � � S:f ,'�f _ •'�". -- "try.. Conventionals ( %) Metals (mg /kg) Samples Comp Arsenic (AS) Samples Comp 8.65 Gravel 3.2 4.0-97.72 Sand 42.7 Cadmium (Cell 1.20 Silt 16.6 Chromium (Cr) 31.0 2.3 - 96.0° Clay 37.4 Copper (Cu) 91.0 TOC 0.09-2.0 1.29 Lead (Pb) 1 29.0 Total Solids 38.4 -68.S 49.S Mercury (Hg) Hg Maximum Hg Minimum 5.6 0.04 0.82 3.47 0.19 Organics (pg /kg) TBT 17 Total PAHs 6.5 U Nickel (Ni) 19.0 Total Detected PCB Arociors 32 Selenium (Se) 0.66 Total Detected DDT 28 Silver (Ag) 0.401.1 Chlorinated Pesticides All ND Zinc (Zn) 166 ' Value includes the sum of gravel and sand ° Percent fines • value includes the sum of silt and clay Yacht Anchorage - Middle Portion (Area YAM) Station Locations TBT Conventionals ( %) 3.3 U Vertical Strata Upper* Lower 4' Gravel 0.1 0.0 Sand 6.2 12.2 Sllt 43.2 37.8 Clay 50.7 50.3 TUC 1.1 1.3 Total Solids 48.0 53.9 0.28 organics (Wjkg) Hg Minimum TBT 4.2 3.3 U Total PAHs 228 126 Total Detected PC8 Arociors 24.0 67.0 Total Detected DDT 71.0 152 Chlorinated Pesticides All ND All ND Metals (mg /kg) Vertical Str; to Upper 4' Lower 4' Arsenic (As) 7.6 9.2 Cadmium (Cd) 1.6 1.6 Chromium (CO 35.0 46.0 Copper(Cu) 48.0 47.8 Lead (Pb) 27 41 Mercury (Hg) 0.16 0.56 Hg Maximum 0.28 2.25 Hg Minimum 0.10 0.11 Nickel (Ni) 25.0 28.6 Selenium (Se) 1.0 U 0.9 U Silver (Ag) 0.4 U 0.4 U Zirc (Zn) 127 141 Lido Island Channel - North (Area LIN) Station Locations Y S J.. "\ v Conventionals {9) Metals (mg/kg) Gravel 0.5 Arsenic (As) 6.9 Sand 27.2 Cadmium (Cd) 1.2 Silt 36.9 Chromium (Cr) 28.8 Clay 42.6 Copper (Cu) 42.5 TOC 1.3 Lead (Pb) 31 Total Solids 53.9 Mercury (Hg) Hg Maximum Hg Minimum 1.06 1.77 0.28 Organics (pg /kg) TBT 3.9 Total PAHs 221 Nickel (Ni) 19.8 Total Detected PCB Aroclors 50.0 Selenium (Se) 0.9 U Total Detected DDT 57 Silver (Ag) 0.4 U Chlorinated Pesticides All ND Zinc (Zn) 303 Figure 2. Sampling Locations at the Guest Docks and on Interceptor Beach (base map from Noble Consultants). L f � _ 4 •` Vmn11COM life" ' ). 3 5 1 -1 I I • \ A -4 C. A-2 G' /:. Table 3. Guest Docks and Interceptor Beach Sediment Grain Sine and TOC Summary. ArelytaName Guest Daps bdarceator9each Al A2 A3 Al C1-C2 C3.C4 CSQ Send 93.9 715 67.1 631 98.9 9&8 9&6 881 22 9.8 11.6 14.6 0.6 05 1 Clay 3.9 18.7 21.4 21.9 0.4 OA 0.5 TOW OmaMe Cerba nV tg dry) OL82J 0.084) 0.18 0.55 0.025J 0.035) 0.028) Pattetd Sa9da M 74 74 65 67 100 96 99 1° The raven is m mWmtd gmathy. 16 Figure 3. Comparison of Cumutative Particle Size Distribution Curves for Sediments from the Guest Docks and Interceptor Beach. Phi Size 0 1 2 3 4 6 6 7 8 9 10 10 1 0.1 0.01 0.001 Grain Size In INlilimetem — - - -- - T_ GD- A1— ^GD-A2 GD-A3 GD-A4 •— IB -C11C2 _ - IB -C31C4 _ - IB•C6/C6 Phi .5 .4 .3 -2 -1 100 i 90 _ ;. 60I a 60 Phi Size 0 1 2 3 4 6 6 7 8 9 10 10 1 0.1 0.01 0.001 Grain Size In INlilimetem — - - -- - T_ GD- A1— ^GD-A2 GD-A3 GD-A4 •— IB -C11C2 _ - IB -C31C4 _ - IB•C6/C6 m i 70 _ ;. a 60 c 50 ...._ ai 40 I _�. ' � I a 30 - - -- - I I 10 ----- 0 Phi Size 0 1 2 3 4 6 6 7 8 9 10 10 1 0.1 0.01 0.001 Grain Size In INlilimetem — - - -- - T_ GD- A1— ^GD-A2 GD-A3 GD-A4 •— IB -C11C2 _ - IB -C31C4 _ - IB•C6/C6 42 , SedimentChemis" The results of bulk sediment chemistry analysis of the composite samples from the Guest Docks and Interceptor . Beach are summarized in Table 4. Data from both the Guest Docks and Interceptor Beach were compared to the PRO Residential Soil Criteria and Title 22 TTLC levels. Values that exceed the PRO are bolded and highlighted in tan. Ali results were far below the Title 22 Total Threshold Limiting Concentrations (TTLC). Arsenic exceeded the Cal- Modified Preliminary Remediation Goal (PRG) for Residential Soils in both the composite samples from the Guest Docks and Interceptor Beach. The arsenic Cal- Modified PRO was based upon contributions from human sources. In fact, background concentrations measured in California soils are several orders of magnitude hider than the PRO value. A survey of background levels of metals in California soils (Bradford et al. 1996) indicated that the average concentration of arsenic was 3.5 m&g and values ranged from 0.6 to 11.0 nwu. The only other compounds exceeding EPA's PRO guidance for residential soils were two PAH compounds, benzo(b)tluoranthene and banzo(a)pyrene (Table 4). The concentration of benzo(b)fluoranthene in sodimenp; from the Guest Docks (649 gg&g) was comparable to the residential PRO value of 621 µgft. Benzo(a)pyrene in sediments from the Guest Dock composites (2941LWIW was over four times the PRO value of 62.1 µg ft. Table 0. Summery of Bulk Sediment Chemistry Analyses Conducted on Composite Samples from the Guest Doeks and Interceptor Beach. Anato Name Gum1 Dods Irderceutor Beads PRG Res. San Title 22 TTLC Wet Welod GUnvaROM& rmlessn PenlaMsolids % 72.5 9R6 H H Unb 9.22 9.73 Tom! Volatile Sofda 05 0AJ ToWAmmmla (as N) 4.74 02 00 and Grema 100.1 10DJ 7RPH 1001 2001) Tohrl Anfimmy 0.183 0.125 313 Arsenic 372 im 0.06161 50D Cadmium 0.447 0.147 37 100 Ctnmmum 14A 4.37 211 25DD com 28A 217 3130 500 Load 14.3 359 150 1000 meteury 0.201 0.017! 23.5 20 Mew 6.96 239 Z000 Belsnhim 0.3 025 100 Sher 0.047J 0.0331 391 500 Zinc 59 125 23.500 SAO AtLayfffils 49" &W Mon fin 311 31) alwhft 3U 3U Taubft 18.7 3U Tabibullffln 3U 3U 1. 7be ersmie PRO is 3n Caur mla md9icd PRG. The value for aerie is baud upm bum- comMIU iom In fact -hush background levels are ease. much Mgba (OEHHA, 2005). 18 Table 4. Summary of Bulk Sediment ChemLsby Analyses Conducted on Composite Samples from the Guest Docks and Interceptor Beach. (continued) Name CAMW Docks W=WW Beads Phi Res. Son TWO 22 TTLC Wet WeWd ChkibioW AesfbVBS 4'4)07 SU 5U 1720 4 DDE 1.31 5U 1720 4.DDD 5U 5U 2,440 4 OV 5U 5U 1.720 t 00D 44.4)DE 13.9 SU 1720 1000 4 MDD 1J SU 440 9000 Total DDT 16.2 0 1720 1000 Abdo SU 5U 28.6 140D Dw tim SU 5U 30.4 8000 Endtitt 5U 5U 18,300 200 ErWn kowna SU 51) Enddn aldehyde 5U SU Endosu1bn 11 SU 5U 367000 EndosuBmtI 5U SU 367000 Endmutlan Sunda 5U 5U arOka43HC SU SU be" HC 5U 5U da0aMC 5U 6U emmta W iMne SU 5U 4000 madwridaN SU 5U 306000 100,000 Miter 5U 5U 270 29 000 Perthama 101i 10U TO 5DU 50U 442 5000 Hephdilarepa3dde SU 5U 63.4 Haptmhbf 5U 5U 108 4.700 alaaZhlordwe 5U SU emmtaCNadane 5U 5t1 OrAhlardam SU SU doltonaddor 5U 5U t ansNonaddar SU 5U Total Chlordane 0 0 Amdms Amdor1016 20U 2OU 3 Amrlor1221 2DU 20U 222 Atodor1232 20U 20U '222 AmW1242 2DU 20U 222 Antenr 1248 20U 20U 222 Amclor 1254 26 20U 222 Arodor12M 20U 20U 222 Told Amchn 25 0 19 Tablet Summary of Bulk Sediment Chemistry Analyses Conducted on Composite Samples from the Guest Dodo and Interceptor Beach. (continued) Name Guest Dodos WwcWor Beach TWO 2Z PRG Res, TTL.0 Wet Soil wddd PCBO08 SU 5U PCB016 5U 5U PCB028 511 SU PCB031 5U 5U PCBD33 5U SU PCB037 5U 5U PCBO" SU SU PCB049 1.1J 5U ' PCB052 1.4) 5U PC8066 5U SU MOM 6U 5U PMR4 51) 91 PCB077 5U 5U MOM 5U SU PCB087 1.7J SU PCB095 12J su PCBO99 1.91 SU PCB101 4.4,1 511 PCB105 SU 5U PCB110 3.1J 5U P001 14 SU SU PC8118 1.7J 5U Mill) 5U 5U PC9123 SU 611 PCB126 54) SU PCB128 SU SU PCB139 4.lJ 511 PCB141 5U 5U PC8149 U S1 PC8151 171 SU PCB153 3.8J 511 PC8166 SU 511 PCB157 5U 5U PCB158 61) 5U PCB167 5U SU PCB 168 +132 5U 5U PC8169 5U SU PC8170 2.2J 5U PCB177 5U 5U PCB180 W 5U PM183 5U 5U 20 Table 4. Summary of Bulk Sediment Chemistry Analyses Condneted on Composite Samples Rom the Guest Dodo and Interceptor Beach. (continneQ Ana Name Guest Docks InWceptar Beach PRG Res. 5011 Title 22 TTLCWet WdAM PCs PCB187 1.8J 5U PC8189 5U 5U PCB194 5U 5U PCB195 5U 5U PC82DO 50 5U PCB201 1.7J 51 PCB206 50 su PCB209 5U 5U Tohl PCB Coweners 37.8 0 Phe"aft COMMUffas 40" *Y) 246T' )renal 10DU 1000 6,950 U-0khWaheid 1000 10OU 169 D00 Z4-DWdAthwd 2000 2000 1220000 401 end 2000 260U 122000 24h10 hand 1000 1000 6340D 24.1 6dl ' 2000 2000 2-Nbwhwd 2000 2000J 4001 I 20oUJ 20DU end 2DOU 2DOU pentaftmftwl 1DDU 1000 2MO 50,000 Phenol 20o0J 2000) 18 OOD Told Phendc Carocunft D 0 PACE 6 2 ate 11TJ 125U 200 201 Z440AD Dieft Oadde 125U 125U 1 48900000 DA4xM OftM 10DU 10OU hOrelaw 500 5DU am.000 DIxaft phOwlate 75U 75U 100000000 21 Table 4. Summary of Balk Sediment Chemistry Anal Conducted on Composite Samples from the Guest Docks and Interceptor Beach. (eontimted) kmW Nam Guest BOfhS hmeW Beads PRG Res. Son Tdte 22 TTLCWet W ht PAl4 Pharmdmos 156 28J Neomene 3.4.1 1.7J 1.700 Fluxene 7.1 5U Z750M Obugavophans 6.4 511 BjAhw 15J 5U Artlhrecene 140 5U 21900000 Arena ne 34.4 5U Acenaphftns 93 5U 3860000 24drybaphtdan 31 510 26-01 hhalene 24J SJ Z3,5-TffwftlnaPl9h9ans 5U SU 1 tmnaWnm 13 5U 1 hlhalerta 25J 5U rene 501 122 Z320,CM Parono 652 U Dena 1 245 7.7 621 Fluorafthe" 454 13.6 Z280,ODO Olom a mtlhraoena 60.7 2.7J chryme 579 10.1 3 780 e 358 7.5 378 174 6.3 Banzo(0)AMDO 401 10.7 Ben 669 121 621 Beranfamma 266 10.5 621 evagawftaclaw 359 6.6 621 ToWLosW' htPAHS 371 4.3 Total H h Wolahl PAHe 4130 111 Total PAHs 4501 115 11= Not ommmd above mpenedsmplempmtmgh= 7= The result it en enhated queatlry. rRl Novcmber 7009 DRAFT Luwer Newport Bay D�edeed Material baldation 64odif XI.1"Wri, 29.7070 NewFletls N[ Table 7.2. Scdunent Ca0srn600n14. Metals. urd Ore4nnOm Annlnia in Arcs Cnmindte;. l.owcrNew7Rm fkv [Rl LRM LA -31 911 NIP LIN � LIS Wl9 YAN YAM- U'YAM {'YM -Il YAS{ UNC 61Cr BC Gravel 1%) - 0.0 0.3 0.1 0.5 0,2 0.3 1.0 0.1 0.0 0.1 0.2 0.6 0.1 0.1 Sand (94) -- 10.5 28.7 41.4 272 36.0 33.1 8.8 6.2 12.2 7.5 16.9 55.6 32.2 40.5 SA 1%) - 64.6 32.9 29.7 969 29.7 26.1 39A 43.2 37.8 39.5 323 21.5 33.5 26.6 Clay ( %) - - 25.0 31.8 29.4 42.6 34.1 40.5 50.8 50.7 503 52.9 SO.3 71.5 34.1 32.8 <3.O pm 13.6 19.8 15.9 27.7 72.3 25.9 30.2 31.2 31.9 33.3 30.4 11.2 77.0 21.3 TOC 1 %) - - 1.3 0.8 09 1.3 1D 1.0 1.7 1.1 1.3 0.9 1.1 10,6 1.0 as lai Set.&l %) - ot - 55.1 622 62.3 S3.9 56.2 53.7 52.5 480 53.9 49.3 53.0 :, 65.7 57.3 1 S8.0 Ammnna(mdL) 1.96 9.02 8.81 15.6 6.54 834 IG.S 15.9 20.6 14.7 127 9.06 840 7,37 SulGdcs(mpJL) 0,16 0.25 0A1 0.36 0.25 0.23 0.30 0.70 0.26 0.77 0.34 0.17 0.29 026 Me14U(mRf Arsenic (As) 82 70 5.3 6.1 5.9 6.9 5.5 7.2 7.7 7.6 9.2 7.5 7.7 4.5 CO 6A Cadmium(Cd) 1.7 9.6 07 1.3 1.7 1.2 0.9 IA 20 1.6 16 16 1.4 as 112 1.0 CTrami. (Crl 81 370 3S.0 34.0 29.0 28.8 24.3 32.0 42.0 35.0 46.0 34.0 39.0 18.7 25.9 27.5 Coptic, (CU) 34 770 22 3 34.8 35.0 42.5 40.0 59.0 43.2 48.0 47.8 45.0 41.9 26A 37.8 61.4 Lead lPb) 46.7 218 10 24 24 31 73 31 34 27 41 27 38 IS 25 28 Metw'y(H8) 0.15 071 0.06 023 025 1.06 0.46 0.58 0.29 0.16 0.56 0.26 0.46 0.26 0.42 1.67 Nickel (Nil 2D.9 51.6 21.1 19.6 18.6 19.8 15.7 21.3 26.1 25.0 28.6 75.0 23.7 12.5 16.3 18.1 Selenium(Sel - 0.9U 02U 0.7U 0.9U 0.9U 0.9U 0.9U 1 0.9U I 0.9U 0.7U 0.8U 0.8U SINcr(AS) 1.0 3.7 0.3U 0.3U 0.31) 0,411 DAU 0AU 0AU 01AU 0.4U 0.6U 0.4U 0.3U 0.3U 0.3U zinc l2n) 150 410 68 102 100 103 98 125 130 27 141 124 118 73 104 107 orsionotf.s 81 lrlbulyltin - 3.711 3.211 3.711 3,9 4.1 S.2 3.611 4.2 3.3U 3.8U 3.5U 3.311 3.411 16 Obu1NUn - 5.5 U 4.811 5.5 U 6.7 8.4 1 9.2 5.4 11 6.4 S. U 5611 3.211 50 U 60 12 Monobulyllin - 3.911 3.4U 3.9U 3.S If 3.5U 3.711 3.611 3.7U 3.511 4.011 3.711 3.5U 3.6U 3.6U b14 -Nor 4 -avmd; L'Undname 2�yualmn:mta:mr aelew ree+nl:asn+^e:'wm Pa8e27 _- r,: .� . , �, ..._ u4•. \ , �t „� . � I 'gip . fi� - � ,• %7 r �� df z.. ' ,. �' l.Ll �' �'� f', . a - �... 'SY -r • � �' i �. .. •,•� -p LL AfS21.0 10SWAaEI 1 13.000 CY BALBOA SLAM C IA'"L 2 22.000 CY LOO 511 MACH NORTH ] 45.000 CY W*POKT OIWNEL 4 43.000 CY nST LOO CHNOIEL IKEA "R 5 8.000 CY COAST GUAM 129,000 CY OCEAN OMPOSAL, 01.300 CY BALBOA 5LAf10 CNAA ZL 1e -o 24.200 CY HAROOR SLAND REACH 42 -300 CY LOO 51E REACH NORTH 20.700 CY 9µ60A ACAEH 4 n> 20,400 CY YACHT ♦YCHORACE �e m 21.000 CY YACHT ANCHORAGE N -^ 159,900 CY 4� 2 QIr . 4xlm,k 2 •.o..e.....,- 'C 1pO K! F Y) 11 4AOpp n �.A: c X410 f1s09 C. (irnor WAD OuRIAl w� %lAnt.. ` •� ' • � 1 0. nacre n sr Liy ' r °' 'rC�Ir WCO C. MD S&M' NAAn Y4A2 �` �riom c. p4 n 1pM WtArGI MU tln IECL� sourN AseaNSa YVt[� ®- AREAS 1NpATI$f ION OCOW 059051E .4) H j� ® - ARCA9 Ipl OCCW OIBWSAL LOWER NEWPORT BAY n JUNE 200 SR-ED-DC ca.sr auxo 4Am n MEMORANDUM OF AGREEMENT BY AND BETWEEN THE CITY OF NEWPORT BEACH AND THE CITY OF LONG BEACH, ACTING BY AND THROUGH ITS BOARD OF HARBOR COMMISSIONERS THIS MEMORANDUM OF AGREEMENT ( "MOA") is made and entered into, in duplicate, as of the date executed by the Executive Director of the Long Beach Harbor Department ( "Executive Director"), by and between the CITY OF LONG BEACH, a municipal corporation, acting by and through its Board of Harbor_C.ommissioners " ity ") pursuant to authority granted by said Board at its meeting of & 2011; and the CITY OF NEWPORT BEACH, a municipal corporation ( "Third Party") y�u�Zail 1. Recitals. This MOA is made with reference to the following facts and objectives: 1.1 City's Middle Harbor Redevelopment Project ( "Middle Harbor Project ") is a complex, multi - phase, time - sensitive project that is expected to be constructed while container terminals remain in operation. 1.2 One of the early, essential components of the Middle Harbor Project is the placement of fill in the areas known as the Slip 1 fill area anc the East Basin fill area following the construction of two containment dikes, as further described herein and in City's Middle Harbor Redevelopment Sediment Management Plan ( "Middle Harbor SMP "). 1.3 Unlike a typical dredge disposal location, the Middle Harbor fill site is an early, key component of a much larger, time - critical redevelopment project. The timing of the placement of fill is critical to subsequent terminal construction activities, but is also dependent on the timing of preceding construction activities. As a result, the temporal window for acceptance and placement of fill is both narrow and subject to change as the Middle Harbor Project advances. 1.4 City anticipates satisfying some of its fill material needs from material generated by the Middle Harbor Project and other Port of Long Beach ( "Port") projects; however, in the interest of benefitting the Middle Harbor Project and the region, and furthering the Los Angeles Regional Contaminated Sediment Task Force's ( "CSTF ") policy of encouraging beneficial reuse of contaminated sediments, City is endeavoring to accommodate as much dredge material from third -party (i.e., non -Port) projects as is reasonable given City's fill material criteria, the logistical, technical and environmental requirements of the Middle Harbor Project �'Nm�ww'+ "�m+��mamaG, rooi.�sm.00G q„-0"3% YIWiP IWt80R �° VMIY WA YEN'PGRTBP �G" my�i Document No. HD --7 -7y5 and the requirements of Applicable Laws (as defined in paragraph 2 below). 1.5 To facilitate identification of suitable third -party fill material, City has distributed Applications (as defined in paragraph 2 below) to potentially interested parties, including Third Party. 1.6 Third Party has submitted an Application to City because it has or expects to have, within the required timeframe, dredge material that it wishes to dispose of and that it believes meets City's criteria and the Middle Harbor Project requirements. 1.7 City, with input from the CSTF, has evaluated the Applications and has selected Third Party as one of the potential sources of third -party fill material. 1.8 Third Party is willing and able to meet City's fill criteria and the Middle Harbor Project requirements, and City is interested in accommodating as much of Third Party's dredge material as is reasonable within the constraints of the Middle Harbor Project, such project's objectives and as is consistent with Applicable Laws, including without limitation the USACE Permit and WDRs issued to City (each as defined in paragraph 2 below). 1.9 The parties now wish by this MOA to set forth all of their understandings regarding the dredge material, and the terms and conditions under which such material may be placed in the Fill Site (as defined in paragraph 2 below). 2. Definitions. in addition to the definitions set forth elsewhere in this MOA, the following capitalized terms and phrases shall have the following meanings for purposes of this MOA: 2.1 "Applicable Laws" is the collective reference to all applicable laws, rules, regulations, requirements, licenses, permits and orders, as may be amended from time to time. 2.2 "Application" is the Port of Long Beach Middle Harbor Fill Site Application for Placement of Dredge Material, as may be amended from time to time in City's sole discretion. The Application submitted by Third Party is referred to herein as "Third Party's Application." 2.3 "Dredge Material" is Third Party's dredge material or any of it as identified and described in the Third Party Fill Plan Memo as being allowed to be placed in the Fill Site. L'MFf'P,1sATMPoOO'D®'W IIGM�ICm,000 �,,,� Y�DOtQ HNBOH )b VMTVMOA NONPoIIi BFACM (Ryon 2.4 "Effective Date" is the latest date on which City and Third Party execute this MOA, as set forth on the signature page(s) of this MOA. 2.5 "Engineer' is the Chief Harbor Engineer of the Harbor Department of the City of Long Beach, California, who may be represented on the work by such assistants as may be necessary. Engineer's designated construction site manager shall be an authorized representative of Engineer for purposes of this MOA. 2.6 "Fill Schedule" is the overall schedule established by City for Fill Site construction, dredge material delivery to the Fill Site and dredge material placement/location within the Fill Site, as may be modified from time to time in City's sole discretion as described in paragraph 5. 2.7 "Fill Site" is the confined disposal site into which dredged material is to be placed and contained for disposal within the Slip 1 fill area and the East Basin fill area. The portion of the Fill Site into which Third Party shall place its fill material is set forth in the Third Party Fill Plan Memo (as defined in subparagraph 2.10 below). 2.8 "Governmental Authority" is any nation or government, any state or other political subdivision thereof and any entity exercising executive, legislative, judicial, regulatory or administrative functions of or pertaining to government. 2.9 "Third Party Delivery Period" is the timeframe within the Fill Schedule during which Third Party shall deliver and place the Dredge Material in the Fill Site, as specified in the Third Party Fill Plan Memo. 2.10 "Third Party Fill Plan Memo" is the document developed by Engineer in consultation with Third Party, detailing the Third Party Delivery Period, the volume, the specifics of the material (chemical and geotechnical) and the placement methods, as such Third Party Fill Plan Memo may be modified from time to time in City's sole discretion as described in paragraph 5. The Third Party Fill Plan Memo as of the date hereof is attached hereto as Exhibit A and incorporated by this reference. 2.11 "Third Party Project" is the dredging origination project - related activities accomplished or to be accomplished by Third Party that involve the testing, permitting, dredging and transportation of material from the origination location for placement in the Fill Site. 2.12 "Third Party's Application" is defined in subparagraph 2.2 above. ,lipptElWtWNf'OPMfYYOA MENPOPT 9E4CX Inbu) 2.13 "USAGE Permit" is the United States Army Corps of Engineers permit number SPL- 2004 - 01053 -AOA issued for the Port of Long Beach Middle Harbor Redevelopment Project, as may be amended from time to time. 2.14 "WDRs" are the Waste Discharge Requirements (including Order No. R4 -2010 -0020) issued by the California Regional Water Quality Control Board, Los Angeles Region, for the Port of Long Beach Middle Harbor Redevelopment Project (File No. 09 -204), as may be amended from time to time. 3. Placement of Dredge Material. Subject to the terms and conditions in this MOA: 3.1 City agrees to allow Third Party to place the Dredge Material in the Fill Site as set forth in the Third Party Fill Plan Memo. 3.2 Third Party agrees to place or cause to be placed the Dredge Material in the Fill Site as set forth in the Third Party Fill Plan Memo and to comply or cause compliance with the other provisions of the Third Party Fill Plan Memo. Third Party understands and acknowledges that it may be necessary for the Engineer to supplement the Third Party Fill Plan Memo with additional directions as conditions develop in the field, including without limitation directives concerning the movement of Third Party's vessels and equipment within the boundaries of the fill project. Third Party agrees to comply or cause compliance with any such directions. 3.3 Third Party understands and acknowledges that all matters contemplated by this MOA, including without limitation the volume of Dredge Material which may be placed and the deadline by which it must be placed are subject in all respects to the terms and conditions of the USACE Permit, the WDRs and all other Applicable Laws. 4. Limited Delegation of Authority to Engineer. Without in any manner limiting City's discretion to modify the Third Party Fill Plan Memo or any other provisions of this MOA, the Board of Harbor Commissioners hereby grants authority to the Engineer to make changes to the Third Party Fill Plan Memo made necessary by geotechnical engineering requirements, logistical requirements and /or to comply with Applicable Laws. Any replacement versions of the Third Party Fill Plan Memo shall be automatically substituted as Exhibit A of this MOA. LUM+' O, L�c13M'POaoG02!'Po1��OM�110}.000 ai�d0}Y} YWOIE 1Uf1BOH ]° P.WIV Yp� NFYNNT 6EACNjRbQ 5. Fill Schedule, Etc. 5.1 City reserves all rights and discretion with respect to the Middle Harbor Project, subject to Applicable Laws. As such, City reserves the right to develop, establish and implement among other things, the Fill Schedule and the Third Party Fill Plan Memo and the right to establish the Third Party Delivery Period. City agrees to consult with Third Party in developing the Third Party Fill Plan Memo and establishing the Third Party Delivery Period, but it is understood and agreed by both parties hereto that any final decisions shall be reserved to City. 5.2 City reserves the right to modify, in its sole discretion, the Fill Schedule, Third Parry Fill Plan Memo and Third Party Delivery Date from time to time as field conditions and the requirements of the Middle Harbor Project warrant and to comply with Applicable Laws. Where possible, City will consult with Third Party in making modifications to the Third Party Fill Plan Memo and Third Party Delivery Period. City also agrees to keep Third Party reasonably apprised of any substantive changes to the Fill Schedule, Third Party Fill Plan Memo and Third Party Delivery Period (including by providing replacement versions of the Third Party Fill Plan Memo as described in paragraph 4 above), however, notwithstanding anything in this subparagraph or the MOA, any final decisions concerning the Fill Schedule, Third Party Fill Plan Memo and Third Party Delivery Date and any changes thereto shall be reserved to City and it shall be Third Party's responsibility to communicate regularly with City to keep itself informed of any such changes and to comply or cause compliance with any such changes. 5.3 Third Party's sole and exclusive recourse by reason of any disagreement with City that is not able to be resolved regarding the Fill Schedule, Third Party Fill Plan Memo, Third Party Delivery Period or any modifications thereto, shall be the termination of this MOA in accordance with paragraph 13. 6. Conditions Precedent. As a condition precedent to City's agreement to allow Third Party to place the Dredge Material in the Fill Site as described in paragraph 3, Third Party shall do or cause to be done, at the earliest time possible and in any event prior to any placement of the Dredge Material, the following: 6.1 Obtain and provide City with copies of all regulatory permits, licenses and approvals for the placement of the Dredge Material in the Fill Site. Said permits, licenses and approvals shall name the Middle Harbor Project Fill Site as an acceptable disposal site. LMp�C,I{/�'] >M9p `OyCVpll'�]�IW.00C xmlP waeofl Y° wwttuo� �Ilaoxw NfAPoflT�11�iLya� 6.2 Demonstrate to City's satisfaction, including without limitation by providing copies of any documentation requested by City, that the Third Party Project has secured adequate funding and that Third Party has approved a dredging contract. Third Party understands and acknowledges that satisfaction of all conditions precedent is in no way a guarantee that Third Party will be able to place the Dredge Material in the Fill Site or of the quantity of Dredge Material that may be placed. 7. Third Party Affirmative Covenants. Third Party hereby agrees that it shall and shall cause its employees, contractors and agents to: 7.1 Maintain all regulatory permits, licenses and approvals for the placement of the Dredge Material in the Fill Site. 7.2 Comply with all Applicable Laws in the handling and placement of the Dredge Material (including without limitation the extraction, transportation and placement of the Dredge Material), and where applicable assist and facilitate City's compliance with its permits and other Applicable Laws. 7.3 In recognition of the critical importance to the Middle Harbor Project of the timely placement of the Dredge Material, promptly coordinate and cooperate, and regularly communicate with, the Engineer and City's contractors in all matters relating to the placement of the Dredge Material such that the Middle Harbor Project schedule is not delayed or otherwise impacted. Such coordination, cooperation and communication shall include, at minimum, attendance by Third Party's contractors at the Middle Harbor Project's weekly construction meetings relating to dredging and fill activities, starting four weeks prior to anticipated material placement and through the entire material placement process or as otherwise notified to Third Party by City. 7.4 Comply with all Engineer directives, including but not limited to directions to interrupt, delay, stop or modify the delivery of the Dredge Material to and placement in the Fill Site due to water quality issues, safety issues, impacts to City operations, permit compliance, dredge material placement sequencing, and /or other issues pertinent to the Middle Harbor SMP. In any event Third Party shall bear its own standby and delay costs. 7.5 Employ best management practices in the handing and placement of the Dredge Material (including without limitation with regard to the extraction, transportation and placement of the Dredge Material). l'MWtttIlMYM90eeYN0'PoI IVp2�IC@.00C All{ YIODtE IMXBpq Y'vAAT' A1G rvEVAOar gFAGM �lbol 7.6 Upon request by City, provide access to Third Party's records relating to or concerning the handling and placement of the Dredge Material. 7.7 Upon request by City, provide access to Third Party's contractors' construction operations records such as barge and disposal logs related to the Fill Site placement activities to ensure coordination with other construction activities. 7.8 Be responsible for rehandling, relocating and /or retrieving any material which is placed in any location other than that specified in the Third Parry Fill Plan Memo or lost during transportation or placement activities, as may be directed by the Engineer or Governmental Authorities, as the case may be. 7.9 Promptly give notice to City of: (A) the commencement of dredging activities for the Third Party Project; (B) the completion of dredging activities for the Third Party Project (at the same time notification is provided to the regulatory agencies); (C) any change in anticipated scheduling of the Third Party Project or Third Party's ability to comply with any provisions of this MCA, including without limitation the Third Party Delivery Period or Third Party Fill Plan Memo; (D) any changes to the information provided to City relating to or concerning the Dredge Material, including without limitation the volume or chemical or geotechnical profile; (E) any litigation, investigation, proceeding or order involving or affecting Third Party or the Dredge Material; and (F) any other matter or information involving or affecting the Dredge Material which heretofore has not been notified to City in writing. 7.10 Furnish to City: N=W RDMaW tttlJ10D gN Al 1-0 29 3 NKRT CN1W1t (A) as soon as available, but no later than concurrently with Third Party's execution of this MOA, copies of all bathymetric surveys and dredge designs; (B) as soon as available but no later than concurrently with Third Party's execution of this MOA, copies of all sampling, analytical and technical data and reports relevant to assessment of the suitability of Third Party Project material for placement and disposal in the Fill Site; (C) as soon as available but no later than concurrently with Third Party's execution of this MOA, any other test results, reports or data relating to or concerning the Dredge Material; (D) prior to the placement of any Dredge Material in the Fill Site, copies of the permits, licenses and approvals referred to in subparagraph 6. 1, together with any regulatory correspondence; (E) any information generated by or caused to be generated by Third Party for regulators concerning the Dredge Material or Third Party Project; (F) any information which may reasonably be expected to need to be incorporated into City's Middle Harbor Project documentation or documentation to comply with City's permits. In the event of any doubt, Third Party shall promptly consult with City. (G) within thirty (30) days after Third Party's notification to the regulatory agencies of completion of the pertinent dredging activities, copies of Third Party's calculation of the total in -situ dredged material volume, and all information relevant to such calculation, including without limitation all bathymetry surveys and other information; and (H) any other information reasonably requested by City, including without limitation barge information and transportation logs. 7.11 Work in good faith with City to eliminate or minimize standby and delay costs which may be incurred to accomplish the placement of the Dredge Material in accordance with the Fill Schedule. L' M3W 'fJTLSrt1IAWVbrcsbOMVGfIWi�100DCC All 3 NIpO{E IWIHORf°PMTY YOR HEV.PORT 9E .m &TI 7.12 Cooperate with any post - placement bathymetric surveys or sampling which may be conducted by City to ensure that placement of the Dredge Material was conducted as agreed upon in the Third Party Fill Plan Memo. 8. Third Party Negative Covenants. Third Party shall not, and shall not permit any of its employees, contractors or agents to: 8.1 Place any Dredge Material in the Fill Site prior to the satisfaction of all conditions precedent pursuant to paragraph 6. 8.2 Place anything other than the Dredge Material (such as construction debris) in the Fill Site, or otherwise violate the terms of the USACE Permit, the WORs or any other Applicable Laws. 8.3 Impact, delay, interrupt or hinder the Fill Schedule, Middle Harbor Project schedule, successful construction of the Middle Harbor Project or the ongoing activities of City or the Port, including without limitation any marine terminal operations. 8.4 Engage in any landside activities. 8.5 Engage in any activities inconsistent with the Environmental Impact Report for the Middle Harbor Project ( "Middle Harbor EIR "). 8.6 Engage in any activities that would cause City to violate any Applicable Laws, including without limitation, the USACE Permit and WDRs. 9. No Payment of Monies. Third Party understands that City will pay no monetary consideration for the Dredge Material, but that the benefit to Third Party is City's willingness to accommodate as much Dredge Material as is reasonable in the context of the Middle Harbor Project, subject to the terms and conditions of this MOA. 10, No Liability of Citv: Assumotion of the Risk by Third Party. 10.1 Although City is undertaking in this MOA to accommodate as much of the Dredge Material as is reasonable in the context of the Middle Harbor Project, Third Party acknowledges and understands that the Middle Harbor Project's requirements and schedules are subject to change and /or delay as field conditions develop and as fill from other third parties is placed in the Fill Site. For example, the fill that is placed prior to or concurrently with Third Party's Dredge Material may affect the timing, volume and chemical and structural characteristics of the fill that follows, u]ow¢pt.wssrmommaraa�]m]]iemooc Ai�.oc»] YNOIP IuPBOF ]miAF]T MOA NYWPoRTOFACH ��I including without limitation eliminating the need for any additional fill. Third Party understands that it is its responsibility to make, at its cost and expense, such contingency and other plans as it sees fit, including securing an alternate disposal site and negotiating flexibility into its contracts and permits, to be prepared in the event that City's fill material needs and /or scheduling changes. Third Party understands and acknowledges that if it fails to make such contingency and other plans it does so at its own risk. 10.2 Third Party assumes all risks and responsibilities associated with the extraction, transportation and placement of the Dredge Material, including without limitation compliance with all Applicable Laws and rehandling of Dredge Material, injury to crew or contractors and misplaced or lost fill material. 10.3 Third Party understands and acknowledges that City retains all rights and discretion with respect to the Middle Harbor Project. City makes no representations or warranties with respect to the placement of the Dredge Material in the Fill Site, either by virtue of this MOA, any permits, licenses or approvals obtained by either of the parties hereto, or otherwise. 10.4 Third Party understands and acknowledges that nothing in this MOA shall constitute or confer or be implied to constitute or confer a grant of any property right, privilege, permit, license or other entitlement to Third Party or anyone else. 10.5 Notwithstanding anything in this MOA, Third Parry understands and acknowledges that all matters contemplated by this MOA are subject to the terms and conditions of City's permits and all other Applicable Laws, as described in subparagraph 3.3 above. 10.6 Neither Third Party nor any other persons shall be entitled to any monies or damages (including without limitation, consequential damages) from City as a result of any matters relating to or arising from this MOA, including without limitation any changes in City's fill material needs or scheduling, such as City's accommodation of less Dredge Material than is contemplated in this MOA or no Dredge Material. Third Party's sole and exclusive recourse by reason of any matter concerning this MOA shall be the termination of this MOA pursuant to paragraph 13. 11. Costs and Expenses. Without limiting any other provision of this rhilRl 11.1 Third Party agrees that it shall be responsible for all costs, expenses and /or losses associated with the placement of the Dredge 10 WOOIP WPBON im OMTY,pA IE RTB W[n J Material, including without limitation the extraction and transportation of the Dredge Material to the Fill Site, compliance with all Applicable Laws, any contingency plans, any delays in scheduling or any other circumstances, conditions or changes, whether anticipated or not. 11.2 Third Party further agrees that it shall be responsible, and reimburse City for, all costs, expenses and /or losses incurred by City associated with the placement of the Dredge Material, including without limitation for any delays to the Fill Schedule. Costs, expenses and /or losses incurred by City include, without limitation, out -of- pocket expenses, in -house staff costs, reduced rent, and /or reimbursements. 11.3 Third Party agrees that it shall be responsible, and reimburse City for, for all costs and /or losses incurred by City in connection with surveys, inspections, monitoring and review related to or arising out of the Dredge Material. 11.4 Third Party understands and acknowledges that if all the Third Party Project material is not placed before the end of the Third Party Delivery Period, the Fill Site may, at City's sole discretion, no longer accept the Third Party Project material or acceptance of material may require additional logistical procedures and associated costs in order to receive Third Party's Project material, all of which additional logistical procedures, costs and expenses shall be Third Party's responsibility. 11.5 Third Party understands and acknowledges that once the Fill Site reaches the elevation at which bottom dumping is no longer feasible, rehandling of the Dredge Material including without limitation hydraulic placement (and additional costs and expenses) will be necessary, as further described in the Third Party Fill Plan Memo. Third Party shall be responsible for any planning, costs and expenses associated with such rehandling. 12. Representations and Warranties. To induce City to enter into this MOA and allow Third Party to place the Dredge Material as provided in this MCA, Third Party hereby represents and warrants to City that: 12.1 Except as otherwise notified to City in writing and acknowledged by City prior to the Effective Date of this MCA, all information and materials provided by Third Party to City relating to or concerning the Dredge Material, including without limitation the information set forth in Third Party's Application, is true, complete and accurate. 12.2 Third Party has disclosed to City all material facts concerning the Third Party Project and Dredge Material and not failed to 11 LMM'MLAt oWe�D ®W11'O@,ON,OOL A'1�3 WOO,f MARB00. vain WA NEMPoAT BEAW (ILS'q disclose any material fact that would cause any representation to be materially misleading. 12.3 The Dredge Material has been designated by all applicable regulators as suitable for placement in a confined disposal facility. 12.4 The Dredge Material does not constitute "hazardous waste" as defined by the United States Environmental Protection Agency or the California Department of Toxic Substances Control. 12.5 The Dredge Material is not encumbered by restrictions, covenants or any other requirements imposed by the State of California or any other Governmental Authority, including without limitation any restrictions, covenants or other requirements having the effect of establishing long -term liability, monitoring and /or maintenance obligations. 12.6 No litigation, investigation, proceeding or order of or before any Governmental Authority is pending or, to the knowledge of Third Party, threatened by or against Third Party or anyone else with respect to the Third Party Project or Dredge Material. 12.7 No claim or litigation of or by any person or non- governmental entity or organization is pending or, to the knowledge of Third Party, threatened by or against Third Party or anyone else with respect to the Third Party Project or the Dredge Material. 12.8 Third Party has obtained and is familiar with the contents of the Middle Harbor EIR, the current version of the Middle Harbor SMP, the USACE Permit and the WDRs, copies of which are on file with City's Director of Environmental Planning. 12.9 Third Party has the power and authority, and the legal right, to make, deliver and perform this MOA. 12.10 This MOA has been duly authorized, executed and delivered on behalf of Third Party. 13. Termination. If not earlier expired, this MOA may be terminated at any time as follows: 13.1 Upon the mutual agreement of City and Third Party. 13.2 By either party, by giving fourteen (14) days' notice to the other party in the event that the parties are unable to resolve a dispute pursuant to paragraph 23. 12 �NVO,'d,InMIM1V R4cb4E0 W 0 tlOb, W,.000 MIME IWiBOR 7°PMW MO/, R,1r 0 ] HGIYTORi BFACM �ILSIOI 13.3 City may terminate this MOA by giving Third Party two (2) days' notice upon the breach or default by Third Party (either directly or through a contractor, subcontractor or agent of Third Party) of any covenant, duty, obligation, representation or warranty of Third Party under this MOA and /or any exhibit hereto. Notwithstanding the foregoing, City may terminate this MCA immediately and without any notice to Third Party in the event of a breach or default that City believes in its sole discretion is an imminent threat to the timely, safe or successful completion of the Middle Harbor Project. Additionally, City may terminate this MOA immediately and without any notice to Third Party in the event that City believes in its sole discretion that a violation of an Applicable Law is imminent or reasonably likely to occur. 13.4 Upon any termination (or expiration) of this MOA, Third Party shall immediately cease and cause its employees, contractors and agents to cease all activities, and shall at Third Party's cost, promptly and with all due care, remove and demobilize all equipment, debris and personnel from the Middle Harbor Project site. Third Party shall, at its cost, repair any damage caused by such removal or demobilization and reimburse City for any delay costs attributable to such removal or demobilization. 13.5 Notwithstanding anything contained in the foregoing or elsewhere in this MOA, the obligations and indemnities of Third Party pursuant to paragraphs 10, 11, 13.4 and 15 shall survive any termination of this MCA. 14. MOA Expiration Date. Notwithstanding anything contained in this MOA or any exhibits hereto, including without limitation the Third Party Fill Plan Memo, if this MOA has not earlier been terminated pursuant to paragraph 13, this MOA shall expire on the earliest of the following dates (such date, the "Expiration Date "): 14.1 Five years from the Effective Date; 14.2 February 3, 2015, or other date specified in the WDRs; 14.3 February 28, 2020, or other date specified in the USACE Permit; or 14.4 Upon reaching the applicable volume limits set forth in the USACE Permit, unless and until City in its sole and absolute discretion elects to and approves the extension of the Expiration Date (and, in the case of any applicable regulatory requirements, obtains the necessary approvals or waivers from the relevant Governmental Authority to modify such requirement). Notwithstanding anything 13 wpp1E 1NNBORi PMtt YW N[wq)pr 85Aµ �IVjal contained in the foregoing or elsewhere in this MOA, the obligations and indemnities of Third Party pursuant to paragraphs 10, 11, 13.4 and 15 shall survive any expiration of this MOA. Nothing in this paragraph 14 creates a duty or obligation on the part of City to seek any approvals, waivers, time extensions or otherwise from any Governmental Authorities. 15. Indemnity. Third Party shall indemnify, hold, protect and save harmless the City of Long Beach, the Board of Harbor Commissioners and their officials, commissioners, employees, consultants, advisors and agents ( "Indemnified Parties') from and against any and all actions, suits, proceedings, claims, demands, damages, losses, liens, costs, expenses or liabilities, of any kind or nature whatsoever ( "Claims") which may be brought, made, filed against, imposed upon or sustained by the Indemnified Parties, or any of them, alleging any connection with this MOA or activities described or related to activities described in this MOA, including without limitation any activities of Third Party, its employees, contractors, subcontractors or agents. City shall notify Third Party of any such Claim, shall tender its defense to Third Party, and assist Third Party, as may be reasonably requested, in such defense. Upon such notification and tender, Third Party shall have independent duties to defend such Claim, and to indemnify the Indemnified Parties except to the extent that injury, death or property damage is determined by a court of competent jurisdiction to have been caused by the negligence or willful misconduct of the Indemnified Parties or any of them. Payment of a Claim shall not be a condition precedent to an Indemnified Party's right to defense and indemnity. 16. Insurance. As a condition precedent to the effectiveness of this MOA, Third Party shall (or shall cause its contractor to) procure and maintain in full force and effect during the term of the MOA, Watercraft Liability Insurance including Protection and Indemnity with minimum limits of $10,000,000 per occurrence, Jones Act for employees performing services under said Act, and Water Pollution Liability. Water Pollution Liability shall include coverage for bodily injury (including death and mental anguish), property damage, defense costs and cleanup costs with minimum limits of $10,000,000 per loss and $10,000,000 total all losses. Insurance policies will not be in compliance with the MOA if they include any limiting endorsement that has not been approved in writing by City. The policy or policies of insurance for Watercraft Liability shall contain the following provisions or be endorsed to provide the following: (1) The Indemnified Parties shall be additional insureds with regard to liability and defense of suits or claims arising out of the MOA. Additional Insured Endorsements shall not: 14 �u] w'n„e.a:,wvorrnmeico„m]•,eaxooc M:004P FNRBOR ] °VARtY1roA At,LOic] NEVAORT BEACX rTIWal Be limited to ongoing operations. ii. Exclude contractual liability. iii. Restrict coverage to the sole liability of Third Party (or Third Party's contractor, if insurance under this paragraph 16 is being procured and maintained by Third Party's contractor). iv. Contain any other exclusion contrary to the [M*M (2) This insurance shall be primary and any other insurance, deductible, or self- insurance maintained by the Indemnified Parties shall not contribute with this primary insurance. (3) The policy shall not be canceled or the coverage reduced until a thirty (30) day written notice of cancellation has been served upon the Executive Director of the Harbor Department except notice of ten (10) days shall be allowed for non - payment of premium. Any deductible or self- insured retention must be approved in writing by the Executive Director and shall protect the Indemnified Parties in the same manner and to the same extent as they would have been protected had the policy or policies not contained a deducible or self- insured retention. Third Party shall (or shall cause its contractor to) deliver either certified copies of the required policies or endorsements on forms approved by the City ( "evidence of insurance") to the Executive Director for approval as to sufficiency and as to form. At least fifteen (15) days prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the Executive Director. If such coverage is canceled or reduced, Third Party shall (or shall cause its contractor to), within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the Executive Director evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. The coverage provided shall apply to the obligations assumed by the Third Party under the indemnity provisions of this MOA but this insurance provision in no way limits the indemnity provisions and the indemnity provisions in no way limit this insurance provision. Third Party agrees to suspend and cease, and cause the suspension and cessation of, all operations hereunder during such period of time as the required insurance coverage is not in effect and evidence of insurance has not been approved by the City. 15 Mip ".R90R3°RMWWA M WRi REACH FI .j Each such policy shall be from a company or companies with a current A.M. Best's rating of no less than A:VII and authorized to do business in the State of California, or otherwise allowed to place insurance through surplus line brokers under applicable provisions of the California Insurance Code or any federal law. If coverage is written on a claims -made basis, the retroactive date on such insurance and all subsequent insurance shall coincide with or precede the effective date of the MOA and continuous coverage shall be maintained or Third Party shall (or shall cause its contractor to) obtain and submit to City an extended reporting period endorsement of at least three (3) years from termination or expiration of this MOA. Upon expiration or termination of coverage of required insurance, Third Party shall (or shall cause its contractor to) procure and submit to City evidence of "tail" coverage or an extended reporting coverage period endorsement for the period of at least three (3) years from termination or expiration of the MOA. 17. Notices. Any notices to be given under this MOA, including without limitation the notices described in subparagraph 7.9, shall be given in writing. Such notices may be served by personal delivery, facsimile transmission or by first class regular mail, postage prepaid. Any such notice, when served by mail, shall be effective two (2) calendar days after the date of mailing of the same, and when served by facsimile transmission or personal delivery shall be effective upon receipt. For the purposes hereof, the address of City, and the proper person to receive any such notices on its behalf, is: Executive Director, Long Beach Harbor Department, P.O. Box 570, Long Beach, California 90801, FAX number (562) 901 -1733 with a copy to: Thomas Baldwin, Long Beach Harbor Department, P.O. Box 570, Long Beach, California 90801, FAX number (562) 901 -1763; and the address and FAX number of Third Party set forth on Exhibit B attached hereto. 18. Governing Law. This MOA shall be deemed made in the State of California and shall be governed by the laws of said State (except those provisions of California law dealing with conflicts of law), both as to interpretation and performance. 19. Amendments. Waivers and Extensions. Except as expressly provided in this MOA, no modification, amendment or extension, in whole or in part, of this MOA shall be effective unless made in writing by both parties hereto. No waiver shall be effective unless made in a writing by a duly authorized officer or representative of the party whose rights are thereby waived. No waivers shall be implied. 20. Merger: Integration. This MOA, including all exhibits, constitutes the entire understanding between the parties and supersedes all other agreements, oral or written, with respect to the subject matter herein. 16 LMpMG,LM]M4h *XWI1=41E02 we A1140I03 M.0 E.AA80NY °PMWWA .(µ900.i BEACHri .J 21, Relationship of the Parties. Each party hereto represents that it has sought and obtained any appropriate legal advice it deems necessary prior to entering into this MOA. No party shall act or be deemed to act as legal counsel or representative of the other party, unless expressly retained by such party for such purpose, and, except for such express retention, no attorney /client relationship is intended to be created between the parties. Nothing herein shall be deemed to create a partnership or joint venture and /or principal and agent relationship between the parties hereto. Each party represents that the parties hereto have participated jointly in the negotiation and drafting of this MOA. In the event any ambiguity or question of intent or interpretation arises, this MOA shall be construed as if drafted jointly by both parties hereto, and no presumption or burden of proof shall arise favoring or disfavoring any party by virtue of the authorship of any of the provisions of this MOA. 22. Assignment: Bindinq Effect. Third Party shall not assign or transfer this MOA without the prior written approval of City. Such approval may be granted or denied in the absolute discretion of City. This MOA shall extend to, be binding upon, and inure to the benefit of the parties hereto and their respective successor, heirs and permitted assigns. 23. Dispute Resolution. In the event of a dispute between the parties hereto, the parties shall make good faith efforts to resolve the dispute through negotiation. If the parties are unable to resolve the dispute, one or both parties may terminate this MOA in accordance with paragraph 13. 24. Order of Precedence. In the event of any conflict or ambiguity between this written agreement and any exhibit hereto, the provisions of this agreement shall govern. 25. Counterparts: Headings. This MOA may be executed in counterparts, each of which shall be deemed an original, but both of which together shall constitute one and the same instrument. The headings and sub- headings contained in this MOA are for reference purposes only and shall not in any way affect the meaning or interpretation hereof. [Signature Page Follows] 17 lNGVI' GlliwgT %'PP�a'DNBYgI1tlU1�lOCiDOC A11.0019i •logENM@01l Y°PMlY 4/JA NEN90Ni fiPwCH mb,� W1 — 2011 By: Name: Title: 2011 By: Name: Tale: APPROVED AS TO FORM: rjvmq-- City Attorney 6`1 / / 2011 CITY OF NEWPORT BEACH, a municipal corporation THIRD PARTY CITY OF LONG BEACH, a municipal corporation, acting by and through its Board of Harbor Commissioners oc-) Richard D. Steinke Executive Director Long Beach Harbor Department REM The foregoing document is hereby approved as to form. ROBERT E. SHANNON, City Attorney 2011 By: Tiffani L. Shin, Deputy (Signature Page to Third Party Dredge Material MOAJ 18 umaa wwaan `wmww ,mwoareua MA* CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of California oria f 1 County of c)RA E Ji OrAkP-W Z3 24 before me, LI. 444f24_� Pike— l' — 1 l Hare Insert Name "Tlla of me officer personally appeared Pik kh!-Lj / Nama(s) of Sifirwis) who proved to me on the basis of satisfactory evidence to be the person(s) whose nameN is4ke subscribed to the within instrument and acknowledged to me that he *ephey executed the same in his /t rR(jr authorized capacty(ies� and that by L. HARRIS his/her /tKiir signatureA on the instrument the Corrnnlaabn - 181 im persof�or the entity upon behalf of which the Maury FhrNk - CalHanla Cranes CoaMy perso acted, executed the instrument. Caren. Yar 12 2013 1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my han nd ical seal. Signa ure: Place Notary Seal anmor Stamp Above OPTIONAL / /( Signature of Notary Public Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer— Title(s): ❑ Individual • Partner — ❑ Limited ❑ General Top of thumb here • Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Nalary Assodation- 9350 De Soto Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Individual ❑ Partner — ❑ Limited ❑ General Top of thumb here ❑ Attorney in Fact • Trustee • Guardian or Conservator ❑ Other: Signer Is Representing: 813132402 - vavw.NationalNmam bra I1arne590] Res ,CWITnl4Fina1.aM.a]Rfi EXHIBIT A THIRD PARTY FILL PLAN MEMO [Attached.] 19 L'A;F AllN =CX YN qaN Taa m1 q THIRD PARTY FILL PLAN MEMO Version 1.0 February 17, 2011 This memorandum sets forth specific details associated with the materials to be delivered by the City of Newport Beach to the City of Long Beach. DELIVERY PERIOD The delivery period for the third party material shall be as stated below. Any changes to the delivery period will be according to the provisions of the MOA. The delivery cannot commence until the City constructs the retention dike and the site is made available. It is understood, the City has entered into a Contract with Manson /Connelly JV to construct the retention dike for the Slip 1 fill location and coordinate the deposit of Third Party materials. The retention dike is anticipated to be in place and the fill site available by August 2011. The City will notify the third party in writing when the disposal site is available. Delivery Period is August through December, 2011 VOLUME OF MATERIAL The volume of material the Third Party anticipates delivering to the City is 150,000 cubic yards. This quantity is approximate and may vary by 10% without this memorandum needing to be revised. MATERIAL CHARACTERISTICS The materials to be delivered are generally characterized as silt /clay materials dredged from the Rhine Channel representing contaminated sediment cleanup. The material characteristics are based on geotechnical reports provided by the City of Newport Beach with the application dated June 30, 2010 and additional geotechnical data in September 2010. Based on the geotechnical information provided, the proposed dredge materials have the following typical geotechnical characteristics: o Mostly fine- grained soils with up to 25 percent clays (percentage of materials finer than 2 micrometers in diameter) and up to 75 percent silts [percentage of materials that are larger than 2 micrometers in diameter and smaller than No. 200 sieve opening (75 micrometers in diameter)]. Based on early chemical information provided by the City of Newport Beach, the proposed dredge materials have the following specific characteristics: o All boring locations exceed ERL and /or ERM levels for Mercury, Copper and Zinc. Also, all boring locations exceed ERL and /or ERM levels for PCBs and DDT. Exhibit A Page 1 of 2 Any material not consistent with the general characteristics represented by the testing performed will not be permitted to be placed in the fill PLACEMENT METHODS The materials are to be delivered by barge and deposited in the Slip 1 Layer 1 area within the Middle Harbor in the Port of Long Beach as shown on the attached placement drawings. The deposited materials shall be placed in a manner as to create a relatively consistent elevation, with undulations not to exceed 4 feet vertically from the surrounding area. The material shall be placed in a pattern of barge placement that does not continuously overlap previous placement. In no case shall the material be allowed to be deposited at a height above elevation -20' MLLW. Any debris from the Third Party material disposal shall be removed by the Third Party and properly disposed of outside the Port of Long Beach. GENERAL REQUIREMENTS The Third Party shall schedule a pre - disposal coordination meeting with the City at least fourteen calendar days prior to scheduled delivery. In addition to Conditions Precedent, Section 6 of the MOA, the Third Party shall provide for the City's review and approval copies of all permits, insurance, indemnity forms no less than thirty calendar days prior to scheduled delivery In accordance with the MOA. In addition to Third Party Affirmative Covenants, Section 7 of the MOA, the Third Party shall provide the City with a pre disposal bathymetric survey of the fill site seven calendar days prior to scheduled delivery. Attachments: Fill Site Plan Fill Section A -A Fill Section B -B Exhibit A Page 2 of 2 O '%, I LONG 13CACI-I LIMITS UP TO lll.9VM ION -20 A 1' X, r ...... I MORNMIRMEN R\'41RMAMMMI'�� \� \-VI . -1.. 17 . I CITY OF NEWPORT BEACH - DREDGE MATERIAL DEPOSIT LOCATIONS PLAN L _ % LONG BEACH i.ae s VA ... uxn. LflGEtti. 7M VYM 1LEWIS .i i': WYCli 2lle:!:5 CITY OF NEWPORT BEACH _SLIP NO. 1 MATERIAL LAYERS SECTION B -B f�:1ai li!i 7 THIRD PARTY'S ADDRESS AND FAX NUMBER City of Newport Beach, Harbor Resources Chris Miller 829 Harbor Island Drive Newport Beach, California 92660 FAX number (949) 723 -0589 20 LM{ y'[ i1Lw]?�MM1aMfU038NDIIYANIpPj,p'K AII-0OA] �C1E IU,0.BOH ]� PNfiY IIQA NEVFORT 6EACN j1151��