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HomeMy WebLinkAbout0071 SOUTH STREET - Health I 71 SOUtr- WER A - 326-130 Hyannis , r r�� Mola EnvironmentaCSelm' es, Inc. 306 VANTHROP STREET TAUNTON,MASSACHUSETTS 02780 FAX/PHONE:508-88"770 Woods Hole,Martha's Vineyard and Nantucket Steamship Authority P.O.Box 284 Woods Hole,MA 02543 Attention:Tim Twomey Port Engineer October 9,2002 Dear Mr. Twomey: Below is a summary of analyses of Coliform Bacteria on Potable Water Tanks on September 26,2002 from the MV Flying Cloud,and MV Eagle. PARAMETER RESULTS COLIFORM BACTERIA 0240344 MV Flying Cloud MSD Coliform Bacteria (M-FC) >2000 per 100 ml 0240344 MV Flying Cloud Galley Coliform Bacteria (M-TC) Absent 0240344 MV Eagle Galley Coliform Bacteria (M-TC) Au.=t NOTES: Results as reported from Analytical Balance Corp. • J s `t.l.ile 'L ej I METHODOLOGY: Parameter Method Coliform(M-FQ 9222 D Coliform(M-TQ 9222 A Respectfully submitted, Alexander P.Moles Laboratory Manager cc Hyannis BOH QYNr` ISO, , Mo(a Environmenta(Services, Inc. 306 WINTHROP STREET TAUNTON, MASSACHUSETTS 02780 LRFA"HONE:50"8"770 �Woods Hole,Martha's Vineyard Tand Nantucket Steamship Authority P.O.Box 284 Woods Hole,MA 02543 Attention: Tim Twomey Port Engineer September 10,2002 Dear Mr. Twomey: Below is a summary of analyses of Coliform Bacteria on Potable Water Tanks on August 27,2002 from MV Nantucket,MV Flying Cloud,and MV Eagle. PARAMETER RESULTS COLIFORM BACTERIA 02-08-801 MV-Nantucket Galley____-.. . _ Coliform Bacteria (M-TC) 0 per 100 ml 02-08-802 MV Flying Cloud MSD Coliform Bacteria (M-FC) 0 per 100 ml 02-08-803 MV Flying Cloud Galley Coliform Bacteria (M-TC) 0 per 100 ml 02-08-804 MV Eagle Galley Coliform Bacteria (M-TC) 0 per 100 ml 02-08-805 MV Eagle MSD Coliform Bacteria (M-FC) 0 per 100 ml NOTES: ` METHODOLOGY: Parameter Method Coliform(M-FC) 9222 D Colifonn(M-TC) 9222 B Respectfully submitted, Ale der P.Zoles�- Laboratory Manager I " cc Hyannis BOH —' aLFs ENviptoNkWAL.aVICE , 04cr 306 WIWTHf& ST. iz;TON;MA OV80 �sas� 006770 CHAIN OF CUSTODY 'feat Name: Project Name: AC ANALYSIS REQUIRED AdftW Co ected bT: _ -, o P.O.t ANWWCOLLECTION I.O• COMP. GRAB STATION LOCATION I -A LAII M Deb Time�y M*IX Pros. 7 ofo ull h7 69W 01J LAB RESERVES THE RIGHT TO RETURN UNUSED PORtIONS Of NON AQUEOUS SAMPLES TO CLIENT. RELINQUISHED BY.(Signature) RECEIVED BK(Signature) DATE TIME LAB COMMENTS RELINQUISHED BY-(Signature) RECEIVED fOR LAB TORY BY.• DATE TIME; SHIPPING CONDITIONS (Check One) ❑Iced O Ambient (Signature) TEMPERATURE.• °C Lowest °C Highest °C Receipt TURN AROUND TIME(TA7) MATRIX CODES: CONTAMINATION LEVEL NORMAL(7-10 Working Days) RW —REAGENT WATER SE —SEDIMENT L —LOW(NOODOR) H —HIGH •TAT begins when sample is received at test facility. DM —COMM WATER SL —SLUDGE M —MEDIUM U —UNKNOWN '•—GR0I/NDWATER NW —HAIAR WASTE •TA Tor fW /r received alter 4 p.m. will begin on the next business day. SW DOUS �r —SUM,K,•E WATER ww—WASTE WATER •All TA Ts am subject to laboratory approval and customer consent. ISO ...SMKE PW —POOL WATER � 2D -tltlanti � ENVIRONMENTAL TECHNOLOGIES, INC. � Engineers & Environmental Scientists f ZD .Atlantic . ENVIRONMENTAL TECHNOLOGIES,INC. ENGINEERS & ENVIRONMENTAL SCIENTISTS a 1 UST CLOSURE ASSESSMENT REPORT ' The Steamship Authority Pleasant Street Parking Lot Lewis Bay Terminal ' Hyannis, Massachusetts Prepared For: ' Mr. William Reich, Terminal Construction Coordinator The Steamship Authority P.O. Box 284 ' Railroad Avenue s Woods Hole,MA 02543 Prepared By: Atlantic Environmental Technologies, Inc. Environmental Services Division Post Office Box 1051 Sandwich, MA 02563 ' July 31, 1996 AET Project No. 5374.00 ' Faunce ffi Corner Office Park 221 E. Main St. Suite 205 P.O. Box 1051 86 Faunce Corner Rd. • Suite 410 Milford, MA 01757 Sandwich, MA 02563 ' N. Dartmouth, MA 02747 (508) 478-2206 • FAX 478-0327 (508) 888-9282 • FAX 888-5859 (508) 997-5422 • FAX 999-4060 1 'Atlantic TANK CLOSURE ASSESSMENT REPORT Date of Closure: June 13, 1996 Location: Pleasant Street Parking Lot (See Site Plan, Appendix A) ' Address: Lewis Bay Terminal Hyannis,Massachusetts Owner: The Woods Hole, Martha's Vineyard and Nantucket Steamship Authority P.O. Box 284 ' Railroad Avenue Woods Hole, MA 02543 Atlantic Personnel: Nathaniel L. Fmsness, Environmental Scientist UST(s) Size Contents Tank Type ' 1 1000 Gallon Unknown Single Wall Steel, abandoned iMethod of Closure: Excavate, cut, enter, and squeegee clean Local Fire Official: Name: Lt. Donald Chase, Jr A�encv Hyannis Fire Department Address: 95 High School Road Extension CG/State: Hyannis,MA 02061 E Tel. #: 508-775-1300 ' Tank Removal ILA Na me:me: Enviro Safe �— Address: P.O. Box 304 Ci State• Sagamore Beach, MA 02562 Tel,#: 508-888-5478 Dig Safe Number: 962 304 830 Start Date: 6/10/96 1 1 O Atlantic ' Steamship Authority- 7131196-Page 2 ' Soil Conditions: A medium to dark brown fill material was observed from surface grade to a depth of three(3)feet below ground surface(BGS). Native gray/brown sand was noted from three(3)to four(4)feet BGS, and native gray/black organic- rich sand with decayed clam material extended below four feet to the extent of excavation at six(6)feet BGS. ' Groundwater: Groundwater was encountered at approximately three (3) feet BGS. Direction of area groundwater flow is estimated southerly, toward Lewis Bay. ' Sensitive Receptors: Residential properties exist to the west of the site and Lewis Bay is located approximately 30 feet and 100 feet south. ' Sample/Analysis: Soil samples were collected from the base and four walls of the UST grave and analyzed in the field with a PID instrument. Samples exhibited relatively low PID concentrations of up to 7 parts per million(ppm)upon analysis(see ' Appendix Q. However, soil exhibited obvious petroleum contamination by odor. ' Contamination Summary:, A Limited Removal Action (310 CMR 40.0318)-was performed to remove all Petroleum contaminated soil (PCS) in excess of regulatory limits as specified in the Massachusetts Contingency Plan(310 CMR 40.0000). Department of Environmental ' Protection(DEP) notification was not required since field PID concentrations were below the reporting trigger of 100 parts per million(ppm). ' Fill valves and bungs were observed to be on the bottom of the UST upon excavation. The tank had apparently been decommissioned and buried in violation of current Fire Code regulations. Since the UST was upside down upon burying, it is not expected ' that significant petroleum remained in the tank. Excavation of PCS was continued on all four sides of the UST grave until clean soil ' samples could be collected. All samples were collected at approximately four(4)feet BGS, below the water table level. Significant gray/black organic silt and sand was encountered at a depth of 5 feet BGS, as the result of natural decay of clams and ' other organic material. Since the majority of petroleum contamination was determined to remain above the water table level, post excavation soil samples were not collected from the base of the excavated area. The following table represents ' results of both field PID testing and laboratory analysis for TPH by Gas Chromatography (Analytical results are enclosed in Appendix C): Atlantic Steamship Authority- 7131196-Page 3 ' Post Excavation Soil Summary Samples Collected 6/13/96 Results in ppm ' Sam le# Depth ft Field PID Lab TPH GC ' PE North 4 BRL(0.2) BRL(36) PE South 4 2 180 ' PE East 4 BRL(0.2) BRL(36) PE West 4 2 90 RC-S1 -- -- 500 ' Notes: BRL(36) -Below instrument reporting limit of 36 ppm RC-S1 -Reportable Concentration for Soil category S-1, 310 CMR 40.1600 Approximately 10 cubic yards of PCS was excavated and stockpiled on the southern perimeter of the site property. Groundwater did not appear to be impacted ' significantly. A slight sheen was observed as soil was disturbed during excavation, but as new areas were excavated, groundwater did not exhibit a sheen or odor. ' Soil Disposal: The contaminated soil stockpile was analyzed for standard parameters for disposal at a State accepted aggregate facility. The analyses were all within ' Bardon Trimount's acceptance criteria. On July 26, 1996, all petroleum impacted soil(12.43 tons)was loaded and transported to Bardon Trimount's Stoughton facility for cold batching into an asphalt aggregate. The Bill of ' Lading and associated documentation is included in Appendix D. Site Restoration: Upon completion of UST removal remediation activities, the area was backfilled with clean gravel and graded to original condition. Conclusions/ Recommendations: All petroleum impacted soil in excess of applicable regulations in the MCP has been removed under this Limited Removal Action and UST Closure project. Soil and groundwater impacts were not deemed extensive since the UST had, been buried upside down. The only petroleum impact,has occurred from the flushing action of groundwater inside the tank. Lewis Bay is located tapproximately 30 feet east of the UST area, and has offered significant tidal influence on the UST over time. Atlantic Steamship Authority- 7/31/96-Page 4 ' Due to the natural tidal influence and the limited extent of soil contamination, groundwater monitoring has not been deemed necessary as part of this investigation. As such, it is the opinion of Atlantic Environmental ' Technologies that no further action is required with regard to environmental investigation or remediation. In accordance with applicable regulations in the MCP,MADEP notification is not required as the result of soil contamination ' detected through this investigation. Very Truly Yours, ' ATLANTIC ENVIRONMENTAL TECHNOLOGIES, INC. ' Natham L. Fmsness Enviro ental Scientist ' Robert P. Warren Principal cc: Barnstable Fire Department ' Barnstable Health Department 5374\c1osrprt.doc 1 II 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 an iC' ' APPENDIX Site Plan I ' 1 1 ' I 1 1 1 ' I NEW TERMINAL UILDING NEW Z E w 3 d PARKING LOT ' FERRY BOAT aSLIPS d FORMER UST \MANWAYS LOCATION HYANNIS INNER HARBOR BUILDING AHdhH c ® SITE PLAN DATE: 6/28/96 Environmental Technologies,Inc. THE STEAMSHIP AUTHORITY SCALE NONE 39p[EA.SANTSiREEr LEWIS BAY TERMINAL SAGAMORF,MA,SSACHUSEITS HYANNIS,MA (508)88&9282 5374.00 DRAWN BY: NLF � „ 1 1 1 1 1 � A-Han- tic° 1 1 1 APPENDIX � Photographs 1 1 1 1 1 1 1 1 1 1 1 1 1 :Y� `"`�'�� art �� •� � r.. 41 . -T aY'`,-� �'} `Y3 L"^ � k' '.-7.* a. i,r,�,s'�r� �e§^ .\ Y�ki -,• '� ' Photo 1; Lewis Bay Terminal UST Shown Upon Removal 6/13/96 .R r .. w Photo 2; Lewis Bay Terminal ' Excavated Area Shown Upon Completion 6/13/96 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I ' 1 � AtlanticAPPENDIX C i Analytical Results i i i i 1 1 Atlantic° REPORT OF PID SOEL SCREENIN 1 1 Client:_Steamship Authority —Date:—June 13, 1996 Project Location: Lewis Bay Terminal Job No.: 5374.00 1 Date Unit Calibrated: 6/13/96 Operator: N. Fin n ess 1 Sample# Depth PID Comment (feet) Conc.(ppm) 1 Base 6 6 Petro Odor North Wall 4 ND No Odor ' South Wall 4 2 Petro Odor East Wall 4 7 Petro Odor 1 West Wall 4 5 Petro Odor PE West 4 1 No Odor 1 PE East 4 ND No Odor PE South 4 1 No Odor Notes: ND - Not Detected to an instrument detection limit of 0.2 ppm PE -Post Excavation 1 PID Soil Screening: Soil samples are placed into clean glass jars and screened for the presence of volatile organic `compounds (VOC) via the standard jar headspace method using an H-NU Model PI-101 Photoionization detector, equipped with a 10.2 eV lamp probe and calibrated to benzene. 1 GROUNDWATERGroundwater Analytical, Inc. 228 Main Street ANALYTICALBuzzards Bay, MA 02532 Telephone (508) 759-4441 FAX(508) 759-4475 June 27, 1996 ' Mr. Nat Finsness Atlantic Environmental Technologies, Inc. P. 0. Box 1051, 39 Pleasant Street Sandwich, MA 02563 1 Dear Nat: Enclosed are the Volatile Organic, Semivolatile Organic, Metal , Total ' Petroleum Hydrocarbon, Diesel Range Organic, Corrosivity, Reactivity, and Ignitability Analyses performed for the Steamship Authority project, sampled on 06 13 96. This project was processed for Standard Two Week turnaround. A brief description of the Quality Assurance/Quality Control procedures ' employed by Groundwater Analytical , and a statement of our state certifications are contained within the report. This letter authorizes the release of the analytical results and should be considered a part of this report. � 1 Should you have any questions concerning this report, please do not hesitate to contact me. 1 Sincerely, 1Nook Jonathan R. Sanford Vice President ' JRS/ecb Enclosures I 1 ' GROUNDWATER EPA METHOD 8260 TCL ANALYTICAL Volatile Organics (GC/MS) Field ID: Disposal Soil Lab ID: 13597-01 Project: Steamship Authority Batch ID: VM2-1128-E Client: Atlantic Sampled: 06-13-96 Cont/Prsv: 125mL Glass/Cool Received: 06-13-96 Matrix: Soil Percent Moisture: 21 % Analyzed: 06-20-96 PARAMETER CONCENTRATION REPORTING LIMIT (ug/Kg) (ug/Kg) ' Chloromethane BRL 500 Vinyl Chloride BRL 500 Bromomethane BRL 500 Chloroethane BRL 500 1,1-Dichlorethene BRL 250 Acetone BRL 2,500 Carbon Disulfide BRL 250 ' Methylene Chloride BRL 250 trans-1,2-Dichloroethene BRL 250 1, 1-Dichloroethane BRL 250 cis-1,2-Dichloroethene BRL 250 2-Butanone BRL 2,500 ' Chloroform BRL 250 1,1,1-Trichloroethane BRL 250 Carbon Tetrachloride BRL 250 Benzene BRL 250 1,2-Dichloroethane BRL 250 Trichloroethene BRL 250 ' 1,2-Dichloropropane BRL 250 Bromodichloromethane BRL 250 cis-1,3-Dichloropropene BRL 250 4-Methyl-2-Pentanone BRL 2,500 Toluene BRL 250 trans-1,3-Dichloropropene BRL 250 1,1,2-Trichloroethane BRL 250 ' Tetrachloroethene BRL 250 2-Hexanone BRL 2,500 Dibromochloromethane BRL 250 Chlorobenzene BRL 250 ' Ethylbenzene BRL 250 meta-and para-Xylene BRL 250 ortho-Xylene BRL 250 Styrene BRL 250 ' Bromoform BRL 250 1,1,2,2-Tetrachloroethane BRL 250 QC SURROGATE COMPOUNDS SPIKED MEASURED RECOVERY QC LIMITS Dibromofluoromethane 2,500 2,100 84 % 80 - 120 Toluene-d8 , 2,500 2,100 85 % 81 - 117 ' `4-Bromofluorobenzene 2-1500 2,000 81 % 74 - 121 BRL = Below Reporting Limit. Concentrations reported on dry sample weight basis. Method Reference: Method 8260 - Volatile Organic Compounds by Gas Chromatography/Mass Spectrometry: Capillary Column Technique, High Concentration Methanol Extraction Method, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (Revised 1992). Parameter list is specified by the Target Compound List (TCL) of the US EPA Contract Laboratory Program. ' GROUNDWATER ANALYTICAL TRACE METALS (ICP/AA) ' Field ID: Disposal Soil Lab ID: 13597-02 Project: Steamship Authority Sampled: 06-13-96 Client: Atlantic Received: 06-13-96 Cont/Prsv: 500ml .Glass/Cool Matrix: Soil Percent Solids: 87 REPORTING DATE EPA PARAMETER CONCENTRATION LIMIT ANALYZED BATCH METHOD (mg/Kg) (mg/Kg) ' Arsenic, Total 2.9 1.1 06-25-96 MM-0426-S 7060 Barium, Total 57 22 06-24-96 MM-0426-S 6010 Cadmium, Total 0.57 0.55 06-24-96 MM-0426-S 6010 Chromium, Total 6.7 1 .1 06-24-96 MM-0426-S 6010 Lead, Total 140 11 06-24-96 MM-0426-S 6010 Mercury, Total 0.32 0.053 06-25-96 MP-0350-S 7471 Selenium, Total BRL 0.55 06-24-96 MM-0426-S 7740 ' Silver, Total BRL 5.5 06-24-96 MM-0426-S 6010 } y , BRL = Below Reporting Limit. Calculations based on dry sample weight. Method References: Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). Graphite Furnace analyses performed with Zeeman background correction and Lvov platform technique. 1 GROUNDWATER ANALYTICAL EPA METHOD 8080 Polychlorinated Biphenyls (GC/ECD) Field ID: Disposal Soil Lab ID: 13597-02 ' Project: Steamship Authority Batch ID: PB-0486-N Client: Atlantic Sampled: 06-13-96 Cont/Prsv: 500ml Glass/Cool Received: 06-13-96 Matrix: Soil Percent Moisture: 13 % Extracted: 06-24-96 Analyzed: 06-25-96 PARAMETER CONCENTRATION REPORTING LIMIT ' (ug/Kg) (ug/K9) Aroclor 1016 BRL 88 ' Aroclor 1221 BRL 88 Aroclor 1232 BRL 88 Aroclor 1242 BRL 88 Aroclor 1248 BRL 88 Aroclor 1254 BRL 88 Aroclor, 1260 `280 1 88 ' QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Tetrachloro-m-xylene 7.4 6.8 93 % 25 - 121 Decachlorobiphenyl 7.4 10 140 % m 28 - 138 m = Surrogate recovery outside recommended limits due to sample matrix interference. BRL = Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 8080 - ' Organochlorine Pesticides and PCBs and Method 3550 - Sonication Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). Parameter list modified for PCBs only. 1 ' GROUNDWATER ANALYTICAL EPA METHOD 418.1 (Modified) ' Total Petroleum Hydrocarbons (IR) ' Field ID: Disposal Soil Lab ID: 13597-02 Project: Steamship Authority Batch ID: HI-0838-X Client: Atlantic Sampled: 06-13-96 ' Cont/Prsv: 500ml Glass/Cool Received: 06-13-96 Matrix: Soil Percent Moisture: 13 % Extracted: 06-19-96 Analyzed: 06-19-96 ' PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) ' Total Petroleum Hydrocarbons 15,000 800 1 BRL = Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis ' of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 . (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). ' GROUNDWATER ANALYTICAL RCRA HAZARDOUS WASTE CHARACTERIZATION ' Field ID: Disposal Soil Lab ID: 13597-02 Project: Steamship Authority Sampled: 06-13-96 Client: Atlantic Received: 06-13-96 ' Cont/Prsv: 500mL Glass/Cool Matrix: Soil ' REPORTING DATE PARAMETER RESULT UNITS LIMIT ANALYZED EPA METHOD Corrosivity 5.9 pH N/A 06-26-96 9045 Ignitability Flashpoint > 165 F N/A 06-26-96 1010 ' Reactive Cyanide BRL mg/Kg 5 06-26-96 Chp 7.3.3.2 Reactive Sulfide BRL mg/Kg 25 06-26-96 Chp 7.3.4.2 BRL = Below Reporting Limit. N/A Not Applicable. Method References: Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). ' GROUNDWATER EPA METHOD 8100 (API Modified) ANALYTICAL Diesel Range Organics (GC/FID) Field ID: PE North 4 Lab ID: 13597-03 Project: Steamship Authoritiy Batch ID:. HF-0764-X ' Client: Atlantic Sampled: 06-13-96 Cont/Prsv: 250ml Glass/Cool Received: 06-13-96 Matrix: Soil Percent Moisture: 17 % Extracted: 06-20-96 Analyzed: 06-27-96 PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) Diesel Range Organics BRL 36 ' QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS o-Terphenyl 0.80 0.72 91 % 60 - 140 a BRL = Below Reporting Limit. Calculations based on dry sample weight. Quantification based on a Diesel component standard. Method References: Method 8100 - Polynuclear Aromatic Hydrocarbons, Test Methods for ' Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). Modified by Method for Determination of Diesel Range Organics, American Petroleum Institute (1990). ' GROUNDWATER ANALYTICAL EPA METHOD 8100 (API Modified) Diesel Range Organics (GC/FID) Field ID: PE South 4 Lab ID: 13597-04 Project: Steamship Authoritiy Batch ID: HF-0764-X ' Client: Atlantic Sampled: 06-13-96 Cont/Prsv: 25Oml Glass/Cool Received: 06-13-96 Matrix: Soil Percent Moisture: 5 % Extracted: 06-20-96 ' Analyzed: 06-27-96 PARAMETER CONCENTRATION REPORTING LIMIT ' (mg/Kg) (mg/Kg) Diesel Range Organics 180 31 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS o-Terphenyl 0.70 0.66 95 % 60 - 140 BRL = Below Reporting Limit. Calculations based on dry sample weight. Quantification based on a Diesel component standard. Method References: Method 8100 - Polynuclear Aromatic Hydrocarbons, Test Methods for ' Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). Modified by Method for Determination of Diesel Range Organics, American Petroleum Institute (1990). 1 ' GROUNDWATER ANALYTICAL EPA METHOD 8100 (API Modified) Diesel Range Organics (GC/FID) ' Field ID: PE East 4' - Lab ID: 13597 05 Project: Steamship Authoritiy Batch ID: HF-0764-X ' Client: Atlantic Sampled: 06-13-96 Cont/Prsv: 250ml Glass/Cool Received: 06-13-96 Matrix: Soil Percent Moisture: 18 % Extracted: 06-20-96 Analyzed: 06-27-96 PARAMETER CONCENTRATION REPORTING LIMIT 1 (mg/Kg) (mg/Kg) Diesel Range Organics BRL 36 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS o-Terphenyl 0.80 0.76 95 % 60 - 140 BRL = Below Reporting Limit. Calculations based on dry sample weight. Quantification based on a Diesel component standard. Method References: Method 8100 - Polynuclear Aromatic Hydrocarbons, Test Methods for ' Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). Modified by Method for Determination of Diesel Range Organics, American Petroleum Institute (1990). a ' GROUNDWATER ANALYTICAL EA MEHO DPeselTRangel0�ganPcsM(GC/FID) Field ID: PE .West 4' Lab ID: 13597-06 ' Project: Steamship Authoritiy Batch ID: HF-0764-X Client: Atlantic Sampled: 06-13-96 Cont/Prsv: 250ml Glass/Cool Received: 06-13-96 Matrix: Soil Percent Moisture: 17 % Extracted: 06-20-96 ' Analyzed: 06-27-96 PARAMETER CONCENTRATION REPORTING LIMIT ' (mg/Kg) (mg/Kg) Diesel Range Organics 90 36 ' QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS o-Terphenyl 0.80 0.73 92 % 60 - 140 1 1 1 r BRL = Below Reporting Limit. Calculations based on dry sample weight. Quantification based on a Diesel ' component standard. Method References: Method 8100 - Polynuclear Aromatic Hydrocarbons, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). Modified by Method for Determination of Diesel Range Organics, American Petroleum Institute (1990). ' GROUNDWATER ANALYTICAL QUALITY ASSURANCE ' Project Narrative ' Project: Steamship Authority Lab ID:- 13597 Client: Atlantic Received: 06-13-96 A. Physical Condition of Samples) ' This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. B. Project Documentation ' This project was accompanied by Chain of Custody documentation, with the following amendments or corrections: 1. Project 13597 was processed for Standard (10 business day) turnaround. 2. Samples 13597-03 through -06 were received in one 250ml glass container each. ' C. Analysis of Sample(s) The following analytical anomalies or non-conformances were noted by the ' laboratory during the processing of these samples: 1. Sample 13597-02 for analysis by EPA Method 8080 PCBs only had a ' surrogate recovery outside recommended limits due to sample matrix interference. 1 GROUNDWATER B creel Buzzarrdsds Bay,MA 02532 CHAIN-OF-CUSTODY RECORD N4 ,15556 ANALYTICAL Telephone(508)759-4441 AND WORK ORDER FAX(508)759-4475 Project Name: Firm: TURNAROUND ANALYSIS REQUEST STCditiN/P (/y/2/T[ � volial" samlvo a,lle. PeeVHerdPCe6 Met.,. let.[.—Hydmcfrbo Hm. General ❑ STANDARD(10 Business Days) E—.=— to d. a k waste Cherni.tri, °Ne Project Number. Address: ❑ PRIORITY(5 Business Days) o _ r Is d ❑ RUSH(RAN- ) o � w � ��o°v,2 (Rush requires Rush Authod"tion Number) F a ti 3 E 8 Spler a e: City/State/Zip: Please FAX ❑ YES ❑ NO ❑ ❑ ❑ ❑ ❑ ❑❑❑ ❑❑ ❑ ❑ ❑❑ ❑ FAX Number. a Proje 114 an ger. Telephone: BILLING �� Purchase Order No.: GWA Reference No.: ° ° o o ❑ g a o 0 5 ❑ _E INSTRUCTIONS:Use separate line for each container(except duplicates). Sampling Matrix Type Contalner(s) Preservation Filtered Z «W e e io m e a o n — > EO ti ir a - ° o v F c ¢ LABORATORY � $ F a = _ ❑ SAM LE a 'a e Y g NUMBER u u x t m w $ > a r o .� e 0 w IDENTIFICATION Tl � S m o > `rg u 5 a m (Lab Use Only) r o_ a YR <� r „ og a a E ` ❑ a o 3 0 E ❑7co n e 8 �i ¢ `�7 S 8 S "' 8 m S ¢C vi pp s •c� g 8 _ a a O 00 m U ¢ c°i ❑ z $ i i £ i ❑ ❑ ❑ ❑ o o ❑ o ❑ ❑a ❑ m g ❑ ❑ ❑ ❑ r a ❑ ❑ ❑ ❑ ❑ c 6113 rL" D JC 613 (_ hk� v' o 6113 i t u-4, f [3 PE, r 6113 f E f OCR REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific OC NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. Shipping/Airbill Number: -Many regulatory programs and EPA methods require project specific OC. Rol' qui5 d by Sampler: Date Time Received by: - ❑Safe Drinking Water AC Project specific OC Includes Sample Duplicates,Matrix Spikes,and/or Matrix Spike Duplicates.Laboratory OC is not project specific unless ❑NPDES/Clean Water Act prearranged.Project specific OC samples are charged on a per sample ❑RCRA/Haz.Waste Char. basis.For water samples,each MS,MSD and Sample Duplicate requires Reli quished by: Dale Time Received by: Custody Seat Number: an additional sample aliquot. ❑MA MCP(310 CMR 40) j Reportable Concentrations Project Specific OC Required Selection of OC Sample ❑RCGW-1 ❑RCS-1 ❑Sample Duplicate ❑Selected by laboratory Relinquished by: a Time R eived by Labofatory: b /)) Cooler Serial Number: ❑RCGW-2 ❑RCS-2 ❑Matrix Spike ❑Please use sample: �`j / /Q ' Gil) PILL,1'rIL1'[ ❑Other: ❑Matrix Spike Duplicate Method of Shipment: ❑GWA Co ie ❑Express Mail ❑Federal Express 0 UPS Hand ❑ 1 1 I � I � 1 1 1 Y 1 1 1 1 1 I � 1 1 � Atlantic 1 1 APPENDIX U Closure Documentation 1 1 1 1 1 1 1 t 1 h6/2U 19'Jb 10:34 LHVIRO 'DgF L (: UKV PAuL U ' FORI ' F.P.292 (rev.9/90) (0U1111111111Wralfit u t Al4+118urll11arttn Department of Public Safety 1 Division of Fire Prevention and Regulation �'v�cTloa Foe v AND . PEA�IaT�FOR REMOVAL AMTR"S"TATION m APPROVED TANK YARD lDID1�f�Y For nit / c.12 �.�• N.�.t . Fee Paidt DIG SAVE NUMBER start data_& 1° 16 ' In aacordana• with the provisions or Chapter 14ar 8aa. 39A, M.a.L. 627 CHU r•dS OPPIioation' is harabY made b t �V%Q -S nAcE I . Y �Q Po t�A'rte N ' street Address A 'Cltr r wni p. 0 . l3orc 3,014 rnA cs Vu.p r ' Signature of •applioants Applioants name printed, I 'r T-7"L , For paruission to CONOVe and transport one underground storage tank k troy, owner= �►�` 'O $treat AddreossA94A firs transporting state Liv.� ' Hazardous waste Manifest f N I P. Approved tank yards I 00 2- Tank ank yard Address 245 Coww�uc.�a1 S+r �4- 14 o a5 ' Type or inert gass��ftM UL tank s Tank capacity, 1000 a tl ou._ Substance last •otorsds 2.. ' Date of lssuas- (,/Z-A 10 9L pate of expirations IF- P6 signature/Title of officer granting permitt P KEEP ORONAL AS•APPLICATION AND ISSUE DUPLICATE AS PERMIT ' RMIT �� RECEIPT OF DISPOSAL OF UNDERGROUND STEEL S NAME AND ADDRESS Turn r Tn�rk'nn TORAGE TANK, OF APPROVED TANK YARD o APPROVED TANK YARD NO. ' Tank Yard Ledger 502 CMR 3.03 (4) Number- - ;��� I certify under penalty of law Ihave --L —{— delivered to this 'approved tank �„ by fimlY examined the underground steel storage tank Y ed fin, corporation or partnershi Regulation 502 CMR 3.00 and accepted same in confounan-e with Massachusetts Fire Prevention 'A valid P:u+isions for Approving (�dergr�y d Steel S permit was issued by LOCAL Bead of Fire tlinq yards. this tank to this yard. �Partrnent FDMI Name and o�fi 'al title of approved tam { G"' transport owner or s authorizedled taLiNeo Lm SIG[QA4[1Rg This signed r'eoei FDID1 PL of disposal must be returned to the local head of the fire depart _ — —— pursuant to 502 CMR 3:00. IFZi Z" MUST HAVE A ROMIPT (F' DLSP06AL) FORM F.P. 291 (rei. 11/95) (CNQt) FRS_SACfiUSLT?5 SMM FIRE ' WUR4iAi. S ofFICE y r •i r Tank` Data Tank Removed From: Gallons ( o and Street ) Previous Conten r Diameter______Length _ ( City o own __ ) Date Received De pt.ept. Permit i y Serial # (if available)_____ Tank I.D. # (Form FP-290) Owner/Operator to mail revised copy of Notification Form(FIM9029011 m) USm ce, lice, 0r F � eal�veB e �Za�l,, NTa 0221S. Bardon p nt,Inc. T1�1110 1101 Turnpike Street ughton ssachusetts 072 Tel: 617-344-1100 617-341-2440 ' July 31, 1996 AUG — 6 101.NN TQmlie HEATHER ATWOOD ENVIRO-SAFE CORP. ' P.O. BOX 304 30 LAKEWOOD RD. SAGAMORE BEACH, MA 02562 Re: Soil, The Steamship Authority Pleasant Street Hyannis, MA Release Tracking #: LRA ' The recyclable soil from the above y address was received at our facility on July 26, 1996. Attached are the shipper's log of soil receipts which total 12.43 tons along with ' the Bills of Lading and other receipt documentation. We will issue a"Certificate of Recycling" upon request after processing. Thank you for recycling soil at our Stoughton facility. Yours truly, David M. Peter, Manager ' Environmental Services t . subsidiary of Bardon Group,Inc. i Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup aetease rracumg Numoer*. BILL OF LADING (pursuant to ago C74AR 40.0030) I A. LOCATION OF SITE OR DISPOSAL SITE WHERE REMEDIATION`WASTE WAS GENERATED; Release Name(ccionai): I ItiR S7eliv+ns htlQ �F D he G �[,.11 l7 0.+a Y2N►v�` ' street: Rg-c,6e y t Location Aid: - �zy/To+vn: 9NaNV,,1S MA Zip Code: O.ZbGI CateiPenoe cf Caneration: /13 /a 6 to ' I -4comonat-eie_se-racxing Numeers Associated with this Bill of Lading: I *Note: If this Bill of Lading is the result of a Limited Removal Action (LRA) taken prior to Notification, a Release Tracking Number is not needed. B. PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: Name oi . _arizaacn: .S�•20.w� �v�kr,!C;.1% a^e _ GJ w. W• ILC•1 Itle: tiro j �treer. _:nTown �� f`}oU State: F _.c Coca: 0a25U3 — _ _ I t C. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: . . :cnecx oners,.ec.iyl Owner Operator Generator Transporter Other RP: I tc:rc:e one): Owner Operator Generator - aco r i ransp Other er, ... . t ' _ ��c::c:aryiSacurea�2nder Agenc7i?::ouc'Jaiity on a Aicnt of Way t ' Other-=rscn:;t an owner anc/or oceratcr is not conducing the response action associated with the Bill of Lading,prcvice on an aaacnment the name, =niac:person.aeeress ano tetecnone number,including any area cone and extension,for aacn.if;mown. ' D. TRANSPORTER/COMMON CARRIER INFORMATION: rans.corteriCzmmon Carrier Name: E hV tV-d - .52• Ccnr!p• n O-ntac:Person: N M• ArT t,+-W& Title: V-'L:-a,Cls.L-� Street: P.O. 16" Aom ' Oitv/Town: .So_aw.atr4 g eckdL-, State: t` Zip Cace: �� Teieonone: Sd�i- - Sy �� Ext. ' E. RECEIVING FACILIdTY�ITEMPORARY STORAGE LOCATION: OcerarorrFac:iity Name: /�1� �n l"�"Ndy S ar"yrC4s Contact Person: G V"d �tpil i tle: ' Street: 72,Yw g /Gl -Tr C�MTown: State: .'o Coce: _ I eieonone: 6f - > � - R yay Ext. ' Type of Faciiiry; [k Asohait Batch/Cold Mix ❑ Landfill/Disposal ❑ Incinerator (cnecx one) Ji Asphalt Batch/Hot Mix. ❑ Landfill/Daily Cover ❑ Temporary Storage Lr] Thermal Processing ❑ Landfill/Structural Fill ❑ Other: ' ,vision of razardous _ aO Division of Solid Waste WasteiC:ass A Permit i*: Management Permit#: EPA Identification x: M� Ac.ual/Antic:dated Penoo of Temporary Storage(specify dates if applicable): _ /— /— to /- ' Reason tar-emoorary Storage(if applicable): ' Revrsea 10/1/93 This form is pnnred on recycled paper. Page ; of I r Massachusetts Department of Environmental Protection EWSC-012A i ' Bureau of Waste Site Cleanup Release Tracking Numper: BILL OF LADING (pursuant to 310 CMR 40.0030) El- E. RECEIVING FACILITY/TEMPORARY STORAGE LOCATION (continued): Temporary Storage Address: ' Street: — City/Town: State: Zip Code: F. DESCRIPTION OF REMEDIATION WASTE: ' (check all that apply) Contaminated Media(circle all that apply): Soil Groundwater Surface Water Other: ❑ Contaminated Debris(circle all that apply): Demolition/Construction Waste Vegetation/Organic Materials ' Inorganic Absorbant Materials Other: ❑ Non-hazardous Uncontainerized Waste(circle all that apply): Non-aqueous Phase Liquid Other: ❑ Non-hazardous Containerized Waste(circle all that apply): Tank Bottoms/Sludges Containers Drums ' Engineered Impoundments Other: . Type of Contamination(circle all that apply): Gasoline Diesel Fuel #2 Oil #4 Oil #6 Oil Waste Oil Kerosene Jet Fuel Other: ' Estimated Volume of Materials: Cubic Yards: c Tons: Other: Contaminant Source(check one/specify): ❑ Transportation Accident 0 Underground Storage Tank [IOther: ' Response Action Associated with Bill of Lading(circle one): ____JPw_aWMe1k-,PcQse Action Release Abatement Measure Utility-Related Abatement Measure Limited Removal Action(LRA) •y Comprehensive Response Action Other(specify): ' Remediation Waste Characterization Support Documentation attached: Site History Information ❑ Sampling and Analytical Methods and Procedures 57.1 Laboratory Data El Field Screening Data If supporting documentation is not appended, provide an attachment stating the date and in connection with what document such ' information was previously submitted to DER. .G.,.LICENSED SITE PROFESSIONAL(LSP) OPINION: Name of Organiz !Zap �c ' LSP Name: Q Title: <h.P Ct Telephone:-a'F `Fd /M_Z-Ext NJ',mop- I have personally examined and am familiar with the information contained on and submitted with this form. ed=©c><thi�.ipformation,it is my Opinion that the testing and assessment actions undertaken were adequate to characterize the Remed W1. asie;.irnaoclydance with 310 7. CMR 40.0030,and that a facility or location can accept remediation wastes with the characteristics scA In t 1 ub"itt'al. I am aware that significant pen es' cluding,but t limited to,possible fines and imprisonment may result if I bii orm pivtTich I know to',,,, be false,inaccur terially' c et . p P. i� T Signaturaae--:�� Seal: � ^� ,;513 G�, Date: L / l I�5� �� G License Number: `7G Z 5 H. CERTIFICATION OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: 1 certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this certification,and that, based on my inquiry of those individuals immediately responsible for obtaining the information,the material informat n co d her i is,to the best of my knowledge and belief,true,accurate and complete. I am aware that there are si nific nt p alties," din , but n iced to, possible fines and imprisonment,for wilfully submitting false, inaccurate,or incomplete infor ati ' Signature: Date: 10176 Name of Person(print): WL�Y �� �✓�L�— Revised 10/1/93 This form is printed on recycled paper. Page 2 of 2 r Massachusetts Department of Environmental Protection BWSC-012C ' Bureau of Waste Site Cleanup Rab.Tweklnq NimDer: BILL OF LADING (pursuant to 310 CMR 40.0030) _ SUMMARY SHEET —L- OF �_ ❑ L g ' K. SUMMARY OF SHIPMENTS: ' DATE OF SHIPMENT: DATE OF RECEIPT: NUMBER OF LOADS SHIPPED: DAILY VOLUME SHIPPED(CU.YD --------------- -- -- -----------f--------------- --------�a=y1 �------------- --------------- --- -------- --------------------------- --------------------------- 1 --------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- 1 --------------------------- ----------------------------- --------------- --------------- -------- 1 --------------- -------------- -------------------------- ---------------------------- 1 --------------- --------------- --------------------------- ----------------------------- --------------- 1 --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- 1 --------------- --------------- --------------------------- ----------------------------- 1 --------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- 1 --------------- ------------- -- --------------------------- ----------------------------- 1 --------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- ----------------------------- 1 --------------- --------------- ---------------------------------------- ----------------------------- 1 -------- ------ -=----- ------ --------------------------- ----------------------------- SUMMARY SHEET TOTAL SHIPPED: BILL OF LADING TOTALSHIPPED(only if different): ' Revised 10/1/94 17713 lorm is prinlea on r cyc paper. Page 1 of 2 r Massachusetts Department of Environmental Protection BWSC-012C Bureau of Waste Site Cleanup Rebssa Trxklrq ti+ntxr: BILL OF LADING (Pursuant to 310 CMR 40.0030) _ SUMMARY SHEET L ' L. ACKNOWLEDGEMENT OF RECEIPT OF REMEDIATION WASTE AT RECEIVING FACILITY OR TEMPORARY STORAGE LOCATION: Receiving Facility/Temporary Location Representative(print). David M. Peter Tide: Manager-Env. Services Signature: _ Date: ' M. ACKNOWLEDGEMENT OF SHIPMENT AND RECEIPT OF REMEDIATION WASTE BY PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: ' I certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this certification, and that, based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained herein is,to the best of my knowledge and belief,true,accurate and complete. I am aware that there are significant penalties. including, but not limited to, possible fines and imprisonment, for wilfully submitting false, inaccurate, or ' incomplete information. Signature: Date: ' Name of Person(print): Revised 10/1/94 1is rorm is prinlea on recyclea paper. Page 2 of 2 ?.l:iCi'I Ti ]:i"IO llNT u i .t , C.;i I riai I .....-.__._.._.._...._...................__..._..._..._....._ ....._...... ..-.__._.._....._..._.__.....-._ E,►I1j11,�,.... C;jJI !r]C'iI"1�:=,i1 r 1 I c< �I 1..J.'J.I 1 1-!�_.�_.F�+.J{"f I1T J I.. __-.-..._...__..._._._.._...._-_..._........._........ ..___..._.� ? :._�_..__.._. �.....____.__ ___.._....___._..:.... _...._... .__._..__.._..._.._....__.. _..__...__.............__._.._.. ....... 4_i(.1 llh�`1 .I...I315 f:'.C":.f..:i' SOIL UIL ).C__ = TtJH .� i� E"Sc to exit I ' f i 3 5 e z i',ch 1 1 1 1 i 1 _ 1 _ 1 1 s y qg TICKET.NO oo jj Sto�agttton77 , _MA ►b7� �zd�. s a rr+ t r 44 DATE "' TIME} TRUCKER NOTRUCK NO''_ w _ _ 07lcb/r36 10:21 .. 70MER ;PURCHASE ORDER Np� "+ PRODUCT CODE SALEtTYPE, �ZONE� PLANT NO PROJECT NO_ LdADS` gCCU�M AM'0 i.�;s295 - - 41Q►y rd PIC 311 .. 1u31S i 1 Ic 'J08 E%`DIRECTIONS .: : m "�'� d r ENVIRO SASE CORPORATION 3 PLEASANT HYANN I S, MA z LAi:EWOOII 'ROAD �•yy Of7 y -a�� ;D /� r�Y4:J4 r t a^3; c-p. ,+d,.! - .,,i # &.r '�,r^' .ti + ai•.- A 'Lw`x�s.aakt-as9 L¢t�'tx.. czn GAMORE BEACH. 'a MA Q�.'_.r6G' r 1r 4 � aefi jvsrtF sr rih s � � h ^` ,t;;!^.- � ---'r-+, !•r 4 ' y _ �,"" ..vr'3 C�-s-`x�r"�-'uat�''"��Vie. r aw x f•c ra.¢[� c dir F iftFIO,t) �. Y . _ AMOUNTS7T9-�� i aa� . TONS POJNDS ..,.... .k`�K-t 50IL OIL ' �I�•. TON�TRUCKING RATE i. r � .� d .:� s. .a s. r v ,�,-i t W 3•x �•?•' _..3 - ..r z'a -'�.�.. .r^r� �+ i n.�`a. "" .s j 73�. y..a a.,ryp. '3 f'1( rrp .i " t rF"N -f"ctrL" T- s t NET �l���r p-p 1 V R q � •xr r k "_ �.� :_ <_ ": -r�s.;.- s �:� TOTAL DUE �' % � .�• %'' _�� ,.s,_ , E,>-�� sn4,:r rK 'aw y s."..- _s,.�r-,#ti..r tiz::a-x rfc.,:eua,ss u #+"v -yq„si� rel�eye theseilerof any..l�abil ty tor.persona;mlury;orpro erty ARRIVE JOBf4DEPART JOB . _WAITING¢TIMES WEI�HTMASTER+ ;� �n8"� j-4 { � � y. _ M! 'i• lY 4�`s'A 7t 5 t� lama e� herrdeiNery Is fade beyondihe c b ne � s� �4 � {�• -���� ty,y »�.� �,���` � �' a �t��ss�srsr.� �°!° x •`� >~ a } : {t i �i-1 h z•? our business is gre �-tly valu d: , : Driver Waittngktime ir} do �. Received by. n a. _current nces4 CUSTOMER COPY nr CONTROL NO -*�-T 5+3 81t` (J!r BT 2$ -tr y, 'S.+°.�s `•: w b ;t ,x, iA '`7 -'!'N.. ^w2., v GINx y - '•x= .bf'2 w<r ,i u - -�-tX' i JUL-11-1996 09:54 ATLA:JT)C EHO 1 R011(•1Eh(TAL P.04 R7• �a]4rra� ' Massachusetts Department of Environmental Protection 13WSC-0125 Bureau of Waste Site Cleanup Re eecrr iCI Aq NMnO�r BILL OF LADING (purttuant to 310 CMS 40.0030) L&4 ( LOG SHEET OF t. LOAD INFORMATION: . C : Signal ee j�+ra o 'eoresernau.,e N13, .ate 0i Silmnienr -,me o m f oh+oeplt, C• ct: T;rre o:cece+ot: (circle one)amrcm ! /? S Jcx/rrac.or Re i trauon: Trailer Reg+sua(ton (it any) -0i ?,r9 eo 9 (c:rc:e:negCr 7 , !aad Size(cu. yosa nsr L-;,- s/3 oil ,OAD 2: S�y'•d:ute or"ransconer;eores-ntat+ve: ecsrv,ng Fac:utyrTemoorary StoracE�9C:eSente:w4. + ' :a:e or Shrcment: 'ime of Shiome^: mate at Receipt: T+rn t c:f c f e:n e l arnf Cm V T (c:fc:e one)amrcmr.rac:or�e;+s::e:ion Trailer r-e,s:r;ncn ilf•3n`!1: + j _730 Size tc.,. ,,os.!tons;: t DOD 3: Signature or 7ranscorw ;@eras?.ri:auve- ecaiving=a0ityiTemoorary StoraS3;otresamauve: f I - t '.ate 01=..*.rcme^t: ,ime of Sh+cme.^.:: was of Receipt; ?;n-: i (C;(C:e :ne)am1Cm /- J:Nrrac:or A )e;+srauon Trade G.e^yrStraUon(it snv): !C:rc:e or.@)amrcm LM Size(cu.ycs.aar.s.: �OAD 4: Signature of Transccrier ;ecresantauve. eceiv+ng 2ac:ii(yrTe:noorary;toracs zec,asantat;ve: l I ate or Sh+emen:: 'ime at jh+cment: late of Sece+pt. Time.31 n9Carc:: i /� /_ (circ:e one)amicm �+yTrac:;r neg:strauon: Trailer Registration(it any); ic::C:e-me)amrcm r ':7ad SiZe(C:J.YcS.rtOnS1' I OAD S. Signature of Transconer-ecres2^tatrve: �ecerving;ac:i,tylTamooran!Storase �ecresen;a:+•e + I ,,ate ai Shtomm: Time of Sh�oment: Date ai Ramat: (tilt)@ one(amrpm uckiTrac:or ge-givration: Trailer Aegimraiion(i►any): (c:rc,e one)amicm , Size(cu.yos..Ions): OAD 6: Signature of Transporter Reoresen(ative; + Aecarvrng Facility/Temporary Stcrage aecresen(auve: ' I _ate of Sh,omen(: „me of Sh,oment: date of Receipt. 'me at y9t.e+Ci: (circle one)amrpm FcmlT,ac:cr pe,rstration; Trailer.;egistrauon(if any): (c:rc:e one)amrpm _oad Size(cu.yds./tons): OAD 7: Signature of Transporter Aepresentattve: Recetv+ng Facility(Temporary Storace Recresentatme: t ,ate of Shtpmenc Time of Shipment: ,late of Rece+ot: I ime of aecoipe (Circle one)amicm ruckrrractor Reyisiration: Trailer aeg+st►ation(if any): ; (c:rc:e one)am/pm .oac Size(cu.ycs./tonsl: LOG SHEET VOLUME INFORMATION: Tota(volume"his Page(cu.yas.itons). Total Carried Farwaro(cj.yos./tons): Total Carnet Forward ana This Aage(cu.yoSltonsl; _weea 10/1i93 ;ills ions is orinrea an iet;ycted paver. Rage t a: : COMMONWEALTH OF MASSACHUSETTS ova EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL` PROTECTION SOUTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B.STRUHS Commissioner URGENT LEGAL MATTER: PROMPT ACTION NECESSARY TIFIED MAIL: RETURN RECEIPT RE VESTED September 24 , 1997 Cape Cod Truck Service RE: BARNSTABLE-BWSC Route 6A bottom School St . Brewster, Massachusetts 02631 RTN: 4-13355 NOTICE OF RESPONSIBILITY M.G.L. c . 21E, 310 CMR 40_. 0000 ATTENTION:- Dave Hibberd On September 15 , 1997 at 1 :45 p .m. , the JDepartment of Environmental - Protection (the "Department" ) received oral notification of a release and/or threat of release of oil and/or hazardous material at the above referenced property which requires one or more response actions . A hydraulic line on a cement mixer ruptured releasing oil onto pavement . _.,_.___--, r,; 'I .-..1 u-_,_--r_oilq M�i-ari,a� Release lild 1•1 cta.7 Cx-.a"v.:_-1_- --- .______ _._.._ - _ _ Prevention and Response Act, M.G.L. c . 21E, and the Massachusetts Contingency Plan (the "MCP" ) , 310 CMR 40 . 0000 , require the performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and/or- threat of release and govern the conduct of such actions . The purpose of this notice is to inform you of .your .legal responsibilities under State law for assessing and/or remediating the release at this property. For purposes of this Notice of Responsibility, the terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise . The Department has reason to believe that the release and/or a' -disposal threat of release which has been reported is or may be p site as defined by the M.C. P. The Department also has reason to believe that you (as used in this letter, "you" and "your" refers to Cape Cod Truck Service) are a Potentially Responsible Party (a "PRP" ) with liability under M.G.L. c . 21E §5, for response action 20 Riverside Drive • Lakeville, Massachusetts 02341 0 FAX(508) 947-6557 • Telephone (508) 946-2700 -2- costs . This liability is "strict" , meaning that it is not based on fault, but solely on your status as owner, operator, generator, transporter, disposer or other person specified in M.G.L. c . 21E §5 . This liability is also "joint and several" , meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties . The Department encourages parties with liabilities under M.G.L. c . 21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials . By taking prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions . You may also avoid the imposition of, the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4 . 00 . Please refer to M.G.L. c . 21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c . 21E is attached .to this notice . You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties . At the time of verbal notification to the Department, the following response actions were approved as an Immediate Response Action (IRA) : • Removal, Re-use or Recycling Off Site of 10 Cubic Yards of Contaminated Soils . • Deployment of Absorbent or Containment Materials . ACTIONS eUQ�j; RED Additional submittals are necessary with regard to this notification including, but not limited to, the filing of a written IRA Plan, IRA Completion Statement and/or an RAO statement . The MCP requires that a fee of $750 .00 be submitted to the Department when an RAO statement is filed greater than 120 days from the date of initial notification. Specific approval is required from the Department for the implementation of all IRAs and Release Abatement Measures (RAMS) . Assessment activities, the construction of a fence and/or the posting of signs are actions that are exempt from . this approval requirement . In addition to "oral notification, 310 CMR 40 . 0333 requires that a completed Release Notification Form (BWSC-103 , attached) be submitted to the Department within sixty (60) calendar days of September 15 , 1997 . _ -3- You must employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perform the necessary response actions at this site . You may obtain a list of the names and addresses of these licensed professionals from the Board of Registration of Hazardous Waste Site Cleanup Professionals at (617) 556-1145 . Unless otherwise provided by the Department, potentially responsible parties ( "PRP' s" ) have one year from the initial date of notification to the Department of a release or threat of a release, pursuant to 310 CMR 40 . 0300, or from the date the Department issues a Notice of Responsibility, whichever occurs earlier, to file with the Department one of the following submittals : (1) a completed Tier Classification Submittal; (2) a Response Action Outcome Statement or, if applicable, (3) a Downgradient Property Status . The deadline for either of the first two submittals for this disposal site is September 15, '1998 . If required by the MCP, a completed. Tier I Permit Application must also accompany a Tier Classification Submittal . This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c . 21E and the MCP . If you have any questions relative to this notice, please contact David Tonaszuck at the letterhead address or at (508) 946- 2848 . All future communications regarding this release must reference the following Release Tracking Number: 4-13355 . Very truly yours, Richard F. Packard, Chief Emergency Response / Rel.easP Notification Section P/DT/re CERTIFIED MAIL #P 256 385 922 RETURN RECEIPT REQUESTED Attachments : Release Notification Form; BWSC-103 and Instructions Summary of Liability under M.G.L. c . 21E CC : Board of Selectmen Town Hall, 367 Main St . Hyannis, MA 02601 Board of Health Town Hall, 367 Main St . Hyannis, MA 02601 r -4- cc : Fire Department 3249 Main St . Barnstable, MA 02630 DEP - SERO ATTN: Andrea Papadopoulos, Deputy Regional Director t Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office William F.Weld Governor Trudy Coxe Secretary,EOEA David B. Struhs Commissioner URGENT LEGAL MATTER: PROMPT ACTION NECESSARY CERTIFIED MAIL: RETURN RECEIPT REQUESTED August 1, 1996 ®raPValley Associates RE: BARNSTABLE--BWSC 96 Dudley Street 21 School Street Billerica, Massachusetts 01821 RTN: 4-12393 i NOTICE OF RESPONSIBILITY M.G.L. c . 21E, 310 CMR 40 . 0000 On July 31, 1996, at 7 :35 p.m. , the Department of Environmental Protection (the "Department" ) received oral notification of a release and/or threat of release of oil and/or hazardous material at the above referenced property which requires one or more response actions . While entering the Ferry, the drain plugs on a tractor trailer' s saddle tank were sheered off, causing a release of 50-75 gallons of diesel fuel . The Massachusetts Oil. and Hazardous Material Release Prevention and Response Act, M.G.L. c .21E, and the Massachusetts Contingency Plan (the "MCP" ) , 310 CMR 40 . 0000 , require the performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions . The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the, release at this property. . For purposes of this Notice of Responsibility, the terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise . The Department has reason to believe that the release and/or threat of release which has been reported is or may be a disposal site as defined by the M.C. P. The Department also has reason to believe that you (as used in this letter, "you" and "your" refers to Merrimack Valley Associates) -are a Potentially Responsible Party (a "PRP" ) with liability under M.G.L. c . 21E §5, for response action costs . This liability is "strict" , meaning that it is not based on 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 a Telephone (508) 946-2700 2- fault, but solely on your status as owner, operator, generator, transporter, disposer or other person specified in M.G.L. c .21E §5 . This liability is also "joint and several" , meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties . The Department encourages parties with liabilities under M.G.L. c. 21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials . By taking prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions . You may also avoid the imposition of, the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4 . 00 . Please refer to M.G.L. c . 21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c . 21E is attached to this notice . You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties . At the time of verbal notification to the Department, the following response actions were approved as an Immediate Response Action (IRA) : • Removal of Other Contaminated Media. ACTIONS REQUIRED Additional submittals are necessary with regard to this notification including, but not limited to, the filing of a written IRA Plan, IRA Completion Statement and/or an RAO statement . The MCP requires that a fee of $750 .00 be submitted to the Department when an RAO statement is filed greater than 120 days from the date of initial notification. Specific approval is required from the Department for the implementation of all IRAs and Release Abatement Measures (RAMs) . Assessment activities, the construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement . In addition to oral notification, 310 CMR 40 . 0333 requires that a completed Release Notification Form (BWSC-103 , attached) be submitted to the Department within sixty (60) calendar days of July 31, 1996 . �t -3- You must employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perform the necessary response actions at this site. You may obtain a list of the names and addresses of these licensed professionals from the Board of Registration of Hazardous Waste Site Cleanup Professionals at (617) 556-1145 . Unless otherwise provided by the Department, potentially responsible parties ( "PRP' s" ) have one year from the initial date of notification to the Department of a release or threat of a release, pursuant to 310 CMR 40 . 0300, or from the date the Department issues a Notice of Responsibility, whichever occurs earlier, to file with the Department one of the following submittals : (1) a completed Tier Classification Submittal; (2) a Response Action Outcome Statement or, if applicable, (3) a Downgradient Property Status . The deadline for either of the first two submittals for this disposal site is July 31, 1997 . If required by the MCP, a completed Tier I Permit Application must also accompany a Tier Classification Submittal . This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c . 21E and the MCP If you have any questions relative to this notice, please contact Julie Hutcheson at the letterhead address or at (508) 947- 2852 . All future communications regarding this release must reference the following Release Tracking Number: 4-12393 . Very truly ours, S� Richard F. Packard Chief Emergency Response / Release Notification Section P/JH/jt CERTIFIED MAIL #P606 845 451 RETURN RECEIPT REQUESTED Attachments : Release Notification Form; BWSC-103 and Instructions Summary of Liability under M.G.L. c . 21E cc : Town of Barnstable 367 Main Street Hyannis, MA 02601 ATTN: Warren J. Rutherford, Town Manager +� -4- cc : Board of Health 367 Main Street Hyannis, MA 02601 ATTN: Brian R. Grady, R.S. Fire Department 94 High School Road Hyannis, MA 02601 ATTN: Chief Paul D. Chisholm DEP - SERO ATTN: Andrea Papadopoulos, Deputy Regional Director Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME (RAO) STATEMENT& Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM _ 12393 Pursuant to 310 CMR 40.0180(Subpart B),40.05W(Subpart E)&40.1056(Subpart J) A. SITE OR DOWNGRADIENT PROPERTY LOCATION: Site Name:(optional) Steamship A u t h o r i t y Street: 21 School Street Location Aid: cWTown: Barnstable zip code: 0 2 6 3 0 Check here If this Site location Is Tier Classified. If a Tier I Permit has been issued,state the Permit Number: Related Release Tracking Numbers that this Form Addresses: If submrittirty an RAO Statement,you must document the location of the Site or the location and boundaries of the Disposal Site subject to this Statement If submitting an RAO Statement for a PORTION of a Disposal Site,you must document the location and boundaries for both the poftion subjed to this submittal and,to the extent defined,the entire Disposal Site. If submitting a Downgradient Property Status Submittal, you must provide a site plan of the property subject to the submittal and,to the extent defined,the Disposal Site. B. THIS FORM IS BEING USED TO: (check all that apply) ® Submit a Response Action Outcome(RAO)Statement(complete Sections A,B.C.D.E.F.H,I,J and L). Q Check here if this is a revised RAO Statement Date of Prior Submittal: _ Check here If any Response Actions remain to be taken to address conditions associated with any of the Releases whose Release Tracking Numbers are listed above. This RAO Statement will record only an RAO-Partial Statement for those Release Tracking Numbers. Specify Affected Release Trading Numbers: ❑ Submit an optional Phase I Completion Statement supporting an RAO Statement or Downgradient Property Status Submittal (complete SedionE A,B,H,I,J,and Q. Submit a Downgradient Property Status Submittal(complete Sections A,B,G,H.I,J and iq. Check here If this Is a revised Downgradient Property Status Submtttal. Date of Prior Submittal: Submit a Termination of a Downgradient Property Status Submittal(complete Sections A,B,I,J and Q. Submit a Periodic Review Opinion evaluating the status of a Temporary Solution(complete Sections A,B,H,I,J and Q. Specify one: For a Class C RAO For a Waiver Completion Statement indicating a Temporary Solution Provide Submittal Date of RAO Statement or Waiver Completion Statement: You must attach aY supporting documentation required for each use of form indicated,including copies of any Legal Notices and Notices to Public Officials required by 310 CMR 40.1400. C. DESCRIPTION OF RESPONSE ACTIONS: (check all that appty) Assessment and/or Monitoring Only Q Deployment of Absorbant of Contaminant Materials Removal of Contaminated Sails Temporary Covers or Caps M Re-use,Recycling or Treatment Bioremediatlon 0 On Site Q Off Site Est.Vol.: cubic yards Soil Vapor Extraction Describe: Structure Venting System Landfill Q Cover 0 Disposal Est.Vol.: cubic yards Product or NAPL Recovery Removal of Drums,Tanks or Containers. Grourxqnrater Treatment Systems .' Describe: _ Air Sparging ®` Removal of O#W Contaminated Media Temporary Water Supplies Specify Type and volume: Temporary Evacuation or Relocation of Residents Q Other Response Actions Ej Fencing and Sign Posting Describe: SECTION C IS CONTINUED ON THE NEXT PAGE Revised 417/95 Supersedes Forms BWSC-004 and 010(in part) Page 1 of 4 Do Not Alter This Form Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME(RAO) STATEMENT & Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM E _ 12 3 9 3 Pursuant to 310 CMR 40.0180(Subpart B),40.0580(Subpart E)8 40.1056(bubpart J) C. DESCRIPTION OF RESPONSE ACTIONS: (continued) ❑ Check here if any Response Actlon(s)that serve as the basis for this RAO Statement involve the use of Innovative Technologies. (DEP Is Interested in using this Information to create an Innovative Technologies Clearinghouse.) Describe Technologies: D. TRANSPORT OF REMEDIATION WASTE: (if Remediation Waste was sent to an oft-site facility,answer the following questions) Name of Facility: Town and State: Quantity of Remediation Waste Transported to Date: E. RESPONSE ACTION OUTCOME CLASS: Specify the Class of Response Action Outcome that applies to the Site or Disposal Site. Select ONLY one Class: Class A-1 RAO: Specify one of the following: Contamination has been reduced to background levels. 0 A Threat of Release has been eliminated. ❑ Class A-2 RAO: You MUST provide justification that reducing contamination to background levels is infeasible. Activity and Use Limitation(AUL)and Justification that reducing contamination ❑ Class A-3 RAO: You MUST provide both an Implemented to background levels is infeasible. if applicable,provide the earlier of the AUL expiration date or date the design life of the remedy will and: ❑ Class B-1 RAO: Specify one of the following: 0 Contamination is consistent with background levels 0 Contamination is NOT consistent with background levels. ❑ Class B-2 RAQ You MUST provide an implemented AUL. If applicable,provide the AUL expiration date: ❑ Class C-RAO: ❑ Check here If you will conduct post-RAO Operation,Maintenance and Monitoring at the Site. Specify One: 0 Passive Operation and Maintenance O Monitoring Only 0 Active Operation and Maintenance(defined at 310 CMR 40.0006) F. RESPONSE ACTION OUTCOME INFORMATION: ❑ If an RAO Compliance Fee Is required,check here to certify that the fee has been submitted. You MUST attach a photocopy of the payment. ❑ Check here If submitting one"more AULs. You must attach an AUL Transmittal Form(BWSC-113)and a copy of each Implemented.AUL related to this RAO Statement. Specify the type of AUL(s)below: (required for all Class A-3 RAOs and Class B-2 RAOs) 0 Notice of Activity and Use Limitation 0 Grant of Environmental Restriction Number of AULs attached: Specify the Risk Characterization Method(s)used to achieve the RAO described above and all Soil and Groundwater CateSodes applicable to the Site. More than one Soil Category and more than one Groundwater Category may apply at a Site. Be sure to checkoff all APPLICABLE categories,even if more stringent soil and groundwater standards were met. Risk Characterization Method(s)Used: ❑ Method 1 ❑ Method 2 ❑ Method 3 Soil Category(les)Applicable: ❑ S-1 ❑ S-2 ❑ S-3 Groundwater Category(les)Applicable: ❑ GWA ❑ GW-2 ❑ GW-3 > When submitting any Class A-1 RAO or a Class B-1 RAO where contamination is consistent with background levels,do NOT specify a Risk Characterization Method > When submitting any Class A-2 RAO or a Class B-1 RAO where contamination is NOT consistent with background levels,you cannot use an AUL to maintain a level of no significant risk. Therefore,you must meet S-1 Soil Standards,If using Risk Characterization Method 1. Revised 417MS Supersedes Forms BWSC-004 and Of 0(in part) Page 2 of 4 Do Not Alter This Form Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME (RAO) STATEMENT & Release Trading Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM _ 12393 Pursuant to 310 CMR 40.0180(Subpart 6),40.0580(Subpart E)&40.1056(Subpart J) G. DOWNGRADIENT PROPERTY STATUS SUBMITTAL: ❑ If a Downgmdient Property Status submittal Compliance Fee is required,check here to certify that the fee has been submitted. You MUST attach a photocopy of the payment. ❑ Check here if a Releases►of Oil or Hazardous Material(s),other than that which is the subject of this submittal,has occurred at this property. Release Tracking Number(s): O Check hero if the Releases identified above require further Response Actions pursuant to 310 CMR 40.0000. Required docurnentation for a Downgradient Property Status Submittal includes,but is not iknited to,copies of notices provided to owners and operators of loth upgradient and downgradient abutting properties and of any known or suspected source properties. H. LSP OPINION: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form,including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care In 309 CMR 4.02(1),00 the applicable provisions of 309 CMR 4.02(2)and(3),and(ii)the provisions of 309 CMR 4.03(5),to the hest of my knowledge,information and brief, ff Sectbn B kdcates that a Downgradlent Property Status Subm"is being provOad,the response action(s)that Is(are)the subject of this submittal M has(hare)been developed and Implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(i) Is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in 310 CMR 40.0183(2)(b),and(iii)oompfies(y) with the klentified provisions of alt orders,permits,and approvals Identified In this submittal; > Jf Saclon 0 Indicates that abor an RAO Statement,Phase t Completion Statamard andW Pedodlc Review Opinion is being provided,the response action(s)that Is(are)the subject of this submittal(1)has(have)been developed and Implemented In accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(i)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the appLicebie provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(ili)complies(y)with the Identified provisions of all orders,permits,and approvals identified In this submittal. 1 am aware that significant penalties may result,including,lot not limited to,possible fines and imprisonment,if I submit information which I know to be false,Inaccurate or materially incomplete. ❑ Check here If the Response Actions)on which this opinion is based,If any,are(were)subject to any order(s),permR(s)and/or approvals) Issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions th r hL:e.� ��aa LSP Name: Joel S. Lo i t h e r s t e i n LSP#: 6 8 15 stamp: ����(N OF Telephone: �5 0 8) 8 7 2-6 4 0 0 Ext.: �, o J O E L ��„� FAX: (508) 8.72-6466 S. _E i-1 ' U .QP'Jo. 681Jv Signature: X � A... i:ti �F�, "/S T �%.�:`:�F Date: I. PERSON MAKING SUBMITTAL: Nameofow„In: Merrimack Valley Associates Name of cw tad: C r y s t a l C a r d Title: street 96 Dudley Road city/Town: Billerica state: M A ZIP Code: 01821 Telephone: End: FAX:(optional) J. RELATIONSHIP TO SITE OF PERSON MAKING SUBMITTAL: (check one) ® RP or PRP Specify Q Owner 0 Operator O Generator (3� Transporter Other RP or PRP: ❑ ,Fidudary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,.s.2) Agency or Public Utility on a Right of Way(as defined by M.G.L,c.21 E,s.5(I)) ❑ Any Other Person Submitting This Form Specify Relationship: Revised 417M5 Supersedes Forms B WSC-004 and 010(n part) Page 3 of 4 Do Not Alter This Form Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME(RAO) STATEMENT& Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM _ 1 2 3 9 3 Pursuant to 310 CMR 40.0180(Subpart 6),40.0580(Subpart E)ti 40.1056(Subpart J) K° CERTIFICATION OF PERSON SUBMITTING DOWNGRADIENT PROPERTY STATUS SUBMITTAL: I, attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the Information contained in this submittal,including any and all documents accompanying this transmittal form;(ii)that,based on my inquiry of thelthose Indndduai(s)Immediately responsible for obtaining the information,the material information contained herein Is,to the best of my knowledge, information and beilef,true,accurate and complete;(ill)that,to the best of my knowledge,information and belief,Irthe person(s)or entity(ies)on whose behalf this submittal is made satlsfy(ies).the criteria in 310 CMR 40.0183(2);(iv)that Ihhe persm(s)or entity(es)on whose behalf this submittal Is made have provided notice In accordance with 310 CMR 40.0183(5);and(v)that I am fully authorized to make this attestation on behalf of the person(s)or entity(les)legally responsible for this submittal. Me person(s)or entity(ies)on whose behalf this submittal is made isMre aware that there are significant penalties,Including,but not limited to,possible fines and imprisonment,for wliifutly submitting false,inaccurate,or incomplete information. gy. Title: (signature) For: Date: (prim name of person or entity recorded In Section 1) Enter address of the person providing certification,if different from address recorded in Section 1: Street: Clty/Town: State: ZIP Code: Tetephone: Ext.: FAX:(optional) L. CERTIFICATION OF PERSON MAKING SUBMITTAL: If you are completing only a Downgradient Property Status Submittal,you do not neet-to corplete this section of the form. I, C r y s t a 1 C a r d attest under the pains and penalties of perjury @ that I have personally examined and am familiar with the infomration contained In this submittal,Including any and all documents accompanying this transmittal form,(i)that,based on my inquiry of those Individuals Immediately responsible for obtaining the Information,the material information contained In this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(ii)that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. Illhe person or entity on whose behalf this submittal Is made am/is aware that there are significant penalties,including,but not limited to, possible and Imprisonment,for willfully submitting false,inaccurate,or Incomplete Information. .) gy; L _ l.L/� J� Title: I / For Merrimack Valley Associates Date: (print name of person or entity recorded in Section 1) Enter address of the person providing certification,if different from address recorded in Section I: Street: City/Town: State: ZIP Code: Telephone: Ext.: FAX:(optional) YOU MUST COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PEN/LIZED FOR MISSING A REQUIRED DEADLINE,AND YOU MAY INCUR ADDITIONAL COMPLIANCE FEES. Revised 4l7/95 Supersedes Forms BWSC-004 and 010(in part) Page 4 of 4 Do Not Alter This Form Massachusetts Department of Environmental Protection BWSC-105 Bureau of Waste Site Cleanup Release Tracking Number IMMEDIATE RESPONSE ACTION (IRA) _ TRANSMITTAL FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 0 1 2 3 9 3 A. RELEASE OR THREAT OF RELEASE LOCATION: Release Name:(optional) S t e a in s h i p A u t h o r i t y street: 2 1 School Street Location Aid: cityrrown: Barnstablezip code: 0 2 6 3 0 ❑ Check here if a Tier Classification Submittal has been provided to DEP for this Release Tracking Number. ❑ Check here If this location is Adequately Regulated,pursuant to 310 CMR 40.0110-0114. Specify Program: ❑ CERCLA ❑ HSWA Corrective Action ❑ Solid Waste Management ❑ RCRA State Program(21C Facilities) Related Release Tracking Numbers That This IRA Addresses: B.THIS FORM IS BEING USED TO: (check all that apply) ® Submit an IRA Plan(complete Sections A,B,C.D.E,H,I,J and kq. ❑ Check here If this IRA Plan is an update or modification of a previously approved written IRA Plan. Date Submitted: ❑ Submit an Irrrrtlnent Hazard Evaluation(complete Sections A,B,C,F,H,1,J and in. ❑ Submit an IRA Status Report(complete Sections A,B,C,E.H,I,J and Iq. ❑ Submit a Request to Terrinate an Active Remedial System and/or Terminate a Continuing Response Action(s)Taken to Address an Imminent Hazard(complete Sections A,B.C.D,E,H,I,J and Iq. ❑ Submit an IRA Completion Statement(complete Sections A,B.C,D,E,G.H,I,J and Iq. You must attach all supporting documentation required for each use of forth indicated,including copies of any Legal Notices and Notices to Public Officials required by 310 CMR40.1400. C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT IRA: Identify Media and Receptors Affected: (check all that apply) ❑ Air l l Groundwater M Surface Water ❑ Sediments ❑ Soil ❑ Wetland ❑ Storm Drain ® Paved Surface ❑ Prtvate Well ❑ Public Water Supply ❑ Zone 2 ❑ Residence ❑ School ❑ Unknown ❑ Other Specify: Identify Conditions That Require IRA,Pursuant to 310 CMR 40.0412: (check all that apply) [S] 2 Hour Reporting condition(s) ❑ 72 Hour Reporting Condition(s) ❑ Substantial Release Migration ❑ Other Condition(s) Describe: Sudden release of 15 -20 gallons of diesel fuel Identify Oils and Hazardous Materials Released: (check all that apply) ® Oils ❑ Chlorinated Solvents ❑ Heavy Metals ❑ Others Specify: D. DESCRIPTION OF RESPONSE ACTIONS: (check a1 that apply) ❑ Assessment and/or-Wriltoring Only ® Deployment of Absorbent or Containment Materials ❑ Excavation of Contaminated Soils U Temporary Covers or Caps ❑ Re-use,Recycling or Treatment ❑ Bioremedlation Q On Site O Off Site Est.Vol.: cubic yards ❑ Soil Vapor EAraction Describe: ❑ Structure Venting System ❑ Store O On Site O Off Site Est.Vol.: cubic yards ❑ Product or NAPL Recovery ❑ Landfill Q Cover Q Disposal Est.Vol.: cubic yards ❑ Groundwater Treatment Systems ❑ Removal of Drums,Tanks or Containers ❑ Air Sparging Dube: ❑ Temporary Water Supplies SECTION D IS CONTINUED ON THE NEXT PAGE Revised 2124195 Supersedes Forms BWSC-005, 006, 010(in part) and 011 Page 1 of 3 Do Not Alter This Form Massachusetts Department of Environmental Protection BWSC-105 Bureau of Waste Site Cleanup Release Tracking Number IMMEDIATE RESPONSE ACTION (IRA) TRANSMITTAL FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 1239 3 D. DESCRIPTION OF RESPONSE ACTIONS (continued): ® Removal of Other Contaminated Media Temporary Evacuation or Relocation of Residents Specify Type and Volume: Fencing and Sign Posting Other Response Actions Describe: Check here if this IRA involves the use of Innovative Technologies(DEP Is interested in using this information to aid in creating an Innovative Technologies Clearinghouse). Describe Technologies: E. TRANSPORT OF REMEDIATION WASTE: (if Remediation Waste has been sent to an oft-slte facility,answer the following questions) Name of Facllity: Town and State: Quantity of Remediation Waste Transported to Date: F. IMMINENT HAZARD EVALUATION SUMMARY: (check one of the following) Based upon an evaluation,an Imminent Hazard exists In connection with this Release or Threat of Release. D Based upon an evaluation,an Imminent Hazard does not exist in connection with this Release or Threat of Release. Based upon an evaluation,it Is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release,and further assessment activities will be undertaken. Based upon an evaluation,lt Is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release. However, response actions will address those conditions that could pose an Imminent Hazard. G. IRA COMPLETION STATEMENT: Check here if future response actions addressing this Release or Threat of Release will be conducted as part of the Response Actions planned for a Site that has already been Tier Classified under a different Release Tracking Number,or a Site that is identified an the Transition List as described in 310 CMR 40.0600(1.e.,a Transition Site,which includes Sites with approved Waivers). These additional response actions must occur according to the deadlines applicable to the earlier Release Tracking Number(i.e.,Site ID Number). State Release Tracking Number(1.e.,Site ID Number)of Tier Classified Site or Transition Site: If any Remediation Waste will be stored,treated,managed,recycled or reused at the site following submission of the IRA Completion Statement,you must submit either a Release Abatement Measure(RAM)Plan or a Phase iV Remedy Implementation Plan,along with the appropriate transmittal form,as an attachment to the IRA Completion Statement. H. LSP OPINION: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form,Including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and(iii)the provisions of 309 CMR 4.03(5),to the best of my knowledge, Information and belief, • if Section B of this form indicates that an Immediate Response Action Plan is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)Is(are) appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(Ili)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal; if Section B of this form indicates that an Imminent Hazard Evakratlon is being submitted,this Imminent Hazard Evaluation was developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and all assessment activities(y)undertaken to support this Imminent Hazard Evaluation complies(y)with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000; - if Section B of fhistbrm indicates that an Immediate Response Status Report Is being submitted,the response action(s)that is(are)the subject of this submittal(I)is(are)being Implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000.(it)is(are) appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(III)complies(y)with the Identified provisions of all orders,permits,and approvals identified in this submittal; If Section B of this fbml indicates that an Immediate Response Action Completion Statement or a Request to Terminate an Active Remedial System and/or Terminate a Continuing Response Actlon(s)Taken to Address an Imminent Hazard is being submitted,the response action(s) that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth.in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal.. SECTION H IS CONTINUED ON THE NEXT PAGE. Revised 2124/95 Supersedes Forms SWSC-005, 006, 010(in part)and 011 Page 2 of 3 Do Not After This Form 6 Massachusetts Department of Environmental Protection . BWSC-105 Bureau of Waste Site Cleanup Release Tracking Number IMMEDIATE RESPONSE ACTION (IRA) 4� - 1 2 3 9 3 TRANSMITTAL FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) H. LSP Opinion(continued): I am aware that significant penalties may result,including,but not limited to,possible fines and imprisonment,if I submit information which I know to be false, inaccurate or materially Incomplete. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s),permit(s)and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement Identifying the applicable provisions thereof. LSP Name: Joel S. Lo i t h e r s t e i n LSP#: 6 8 15 stamp: ®�L' 508 872-6400 Ext.: Telephone: J 0 E L FAX:(optional) 5 0 8 8 7 2.-6 4 6 6 `'' s e I.OITliF:[ IEJ 3 Signature: _ �. :( k `'L<, I S T r Date: �T__ A e,.it P; 3/ E I'll' I. PERSON UNDERTAKING IRA: Name of Organization: Merrimack Valley Associates Name of Contact: -Crystal Ca r d Tale: street: 96 Dudley Road Cltyrrown: Billerica State: M A zip code: 0 1 8 2 1 Telephone: ( 5 0 8 ) 6 6 7 -5 3 8 0 Ext.: FAX:(optional) ( 5 0 8 ) 616 3 -4 7 12 Check here if there has been a change in the person undertaking the IRA. J. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF-PERSON UNDERTAKING IRA: (check one) ® RP or PRP Specify: 0 Owner 0 Operator 0 Generator S! Transporter Other RP or PRP: ❑ Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) Any Other Person Undertaking IRA Specify Relationship: K. CERTIFICATION OF PERSON UNDERTAKING IRA: 1, Crystal Card attest under the pains and penalties of perjury(l)that 1 have personally examined and am famlllar with the Information contained In this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my Inquiry of those individuals Immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(ii)that I am fully authorized to make this attestation on behalf of the entity legally responsible for ` this submittal. Ilthe person or entity on whose behalf this submittal is made amfis aware that there are significant penalties,including,but not limited to, possible fin s and imprisonment,for willfully submitting false,inaccurate,or Incomplete Information. i•/ By. i ^r i. % Title: �. (signatur For Merrimack Valley Associates Date: (print name of person or entity recorded in Section 1) Enter address of the person providing certification,If different from address recorded in Section V. Street: City/Town: State: ZIP Code: Telephone: Ext.: FAX:(optional) YOU MUST COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Revised 2124195 Supersedes Forms BWSC-005, 006, 010(in part)and 011 Page 3 of 3 Do Not Alter This Form HYANNIS FIRE DEPARTMENT C 95 HIGH SCHOOL ROAD EXTENSION HYANNIS, MASS. 02601 3a�jr 3� Paul D . Chisholm ►`� BUSINESS: 775-1300 CHIEF S`nvlhe Oeteetom Save ,C'ived ( EMERGENCY: 775-2323 \\ PERMIT FOR_; FOR REMOVAL AND TRANSPORTATION OF STORAGE-TANKS FDID NUMBER 01922 DATE OF APPLICATION PROPERTY OCCUPIED BY cry",64.1 iL-11 PHONE c!"03rs yfcr0ll LOCATION �_S_It/T/� ct4__�� PROPERTY OWNER rf7'-""Arlfzw/F� „�i�-=i4 ell iT'/ PHONE : TANKS TO BE REMOVED ALL TANKS SHALL BY INERTED BY THE USE* OF DRY ICE AT 1.51bs per 100 oral. QUANITY S-I.ZE—(-G-A-LL-ON-S)=FORM-ER-PRODUCT STORED PROJECT SUPERVISOR d- 7`'e rl Q PHONE COMPANY NAME C6/,1,jT1_.4- /J /� k.S /y L ADDRESS : z::L= A,,-I 'z5_44 /�.�'S D•Ly��G EXCAVATION COMPANY PHONE ADDRESS: DIG-SAFE NUMBER 9'JQ.r :L (J START DATE COMPANY REMOVING USABLE PRODUCT FROM THE TANK(S) NAME PHONE ADDRESS : ' /100 leox AEG 14- COMPANY CLEANING THE TANK(S) AND REMOVING THE HAZARDOUS WASTE NAME PHONE ADDRESS : D.E.Q.E. LICENSE NUMBER: 9' EXPIRES : MANIFEST NUMBER: �t /:a all5i/ COMPANY TRANSPORTING THE TANK(S) NAME: C 0-js-rLA4ep PHONE ADDRESS : THE TANKS SHALL BE TRANSPORTED TO YARD NAME 2!Z-A A PHONE On cT5'� yl ADDRESS 67- G..,'tip(/ 119A MASS . FIRE MARSHAL' S APPROVAL NUMBER DATE OF ISSUANCE �'Z� 93 (�Y_ANNIS--FIRE_DEPARTMENT USE ONLYDATE OF EXPIRATION : o� -.S - --H-AZARD FOUND - SEE LEAK'-REP-ORT REMOVAL WITNESSED==NO-HAZARD c SIGNATURE OF APPLICPfT SIGNATURE OF HYANNIS F.D. OFFICIAL HYANNIS FIRE DEPARTMENT 95 HIGH SCHOOL ROAD EXTENSION HYANNIS, MASS. 02601 PAUL D.CHISHOLM,CHIEF FIRE PREVENTION BUREAU LT. DONALD H. CHASE,JR. LT. ERIC HUBLER Inspector Inspector FIRE / INCIDENT INVESTIGATION REPORT FEB 3, 1993 STEAMSHIP AUTHORITY SOUTH ST. HYANNIS, MA 2/ 3 / 93 CALLED TO THE SITE AT 0940 HRS. TO WITNESS THE REMOVAL OF A 1500 GAL. GASOLINE TANK (STEEL- UNDERGROUND). TANK WAS REPORTED TO CONTAIN WATER AND PRODUCT. PRIOR TO REMOVAL, APPROXIMATELY 600 GAL. OF GAS/WATER WERE REMOVED BY ENVIRO SAFE. UPON REMOVAL, TANK PRESENTED WITH NUMEROUS HOLES ALONG ITS LENGTH. RECEIVED OK FROM FACILITIES ENGINEER JOHN TUCKWOOD TO FOLLOW PIPING FOR .• REMOVAL AND TO DETERMINE IF ADDITIONAL TANKS WERE IN THE AREA. ALSO FOLLOWING REMOVAL, IT WAS OBVIOUS THAT THE TANK WAS NOT INTACT AND THAT THERE WAS A SMELL OF OLD GASOLINE IN THE HOLE. A SLIGHT SHEEN WAS EVIDENT ON THE WATER IN THE RESULTING HOLE. IT APPEARED TO ME THAT THE WATER LEVEL IN THE HOLE WAS HIGH DUE TO THE PROXIMITY OF THE HOLE TO THE TIDAL WATERS OF THE HARBOR. IT ALSO APPEARED TO ME THAT, BECAUSE OF THE CONDITION OF THE TANK, THE TIDE HAS HAD FREE EGRESS INTO AND OUT OF THE TANK FOR SOME UNDETERMINED TIME. THE BOARD OF HEALTH WAS NOTIFIED AS IS THE PROTOCOL WHEN FINDING ANY TYPE OF RELEASE DURING TANK REMOVALS. AGENT DONNA MIORANDI OF THE HEALTH DEPT. RESPONDED AND DETERMINED THAT THE RELEASE WAS NOT OF ANY SIGNIFICANCE TO WARRANT FURTHER INVESTIGATION. THE SOIL DID NOT APPEAR TO BE CONTAMINATED AROUND THE SITE. AT 1030 HRS. A SECOND TANK WAS FOUND FIVE (5) FEET TO THE WEST OF TANK #1 AND CONTAINING APPROXIMATELY 4 INCHES OF WHAT APPEARED TO BE OLD GASOLINE. THE TANK WAS EXCAVATED AND FOUND TO S ti STEAMSHIP TANK REMOVAL (2) BE A 2000 GAL. STEEL GASOLINE TANK. THERE WAS NO EVIDENCE OF ANY ADDITIONAL PIPING OR VENT LINES IN THE NEAR VICINITY OF THE TWO TANKS. THE SITE WAS SECURED UNTIL 2/4/92 AT 0700 WHEN THE TANK.IS TO BE PUMPED OUT BY ENVIRO SAFE AND MADE READY FOR REMOVAL. DUE TO OPERATION OF THE FERRY AND THE TERMINAL BETWEEN 0915 AND 0945 HRS., NO PRODUCT OR TANK REMOVALS ARE TO TAKE PLACE DURING THOSE TIMES. 2 / 4 / 93 ARRIVED AT THE SITE AT 0825 HRS. TANK WAS PUMPED OUT BY ENVIRO SAFE AT 0700 HRS. REMOVAL WITNESSED BY COASTLAND TANK STAFF, ENVIRO SAFE, MR. TUCKWOOD, BOARD OF HEALTH, AND MYSELF. TANK REMOVAL PROCEEDED WITHOUT INCIDENT OR LEAK AND WAS TRANSPORTED TO THE TANK YARD. CLEARED SCENE AT 0900 HRS. 2 / 8 / 93 RECEIPTS FOR BOTH TANKS HAVE BEEN RECEIVED FROM THE TANK DISPOSAL YARD -TURNER TRUCKING AND SALVAGE CO. 235 COMMERCIAL ST. LYNN, MA 01905 APPROVAL # 11149 LT. DONALD H. CHASE, JR, � FIRE PREVENTION OFFICER HYANNIS FIRE DEPARTMENT c/c JOHN TUCKWOOD, STEAMSHIP AUTHORITY BOARD OF HEALTH COUNTY HEALTH FILE Woods Hole, Martha's Vineyard and Nantucket Steamship Authority S August 14, 2009 Town of Barnstable Board of Health Attn. Tom McKean 200 Main Street Hyannis, MA 02601 Dear Tom: ..r- As part of the Steamship Authority's Hyannis Terminal Slip Improvements we are. conducting maintenance dredging of approximately 2,300 cubic yards. The dredging materials will be dewatered on site and disposed of at an upland site. The proposed site for this dredging material is the Cape Cod Aggregates gravel pit off of Phiney's Lane in Barnstable. The dredging materials are to be used as fill material for slope stability and erosion control. As part of the Massachusetts DEP review of the dredging water quality certification, they have determined by the chemical analysis of the dredge samples that the soils are less than S-1 soil standards, qualifying as general fill material. DEP is requesting that the Board of Health acknowledge that they are aware that the Steamship Authority will be using the Cape Cod Aggregates gravel pit for upland disposal of the dredge materials. Sincerely, Barnstable Board of ealt74 , W.,J. Cloutier Tom McKean J Facilities Engineering Manager Director P.O. Box 284 Woods Hole, Massachusetts 02543 (508) 548-5011 FAX (508) 548-8410 AEG Woods Hole, Martha's Vineyard and Nantucket Steamship Authority AS August 14, 2009 Town of Barnstable Board of Health Attn. Tom McKean 200 Main Street Hyannis, MA 02601 Dear Tom: As part of-the Steamship Authority's Hyannis Terminal Slip Improvements we are conducting maintenance dredging of approximately 2,300 cubic yards. The dredging materials will be dewatered on site and disposed of at an upland site. The proposed site for this dredging material is the Cape Cod Aggregates gravel pit off of Phiney's Lane in Barnstable. The dredging materials are to be used as fill material for slope stability and erosion control. As part of the Massachusetts DEP review of the dredging water quality certification, they have determined by the chemical analysis of the dredge samples that the soils are less thanS-1 soil standards, qualifying as general fill material. DEP is requesting that the Board of Health acknowledge that they are aware that the Steamship Authority will be using the Cape Cod Aggregates gravel pit for upland disposal of the dredge materials. Sincerely, Barnstable Board of salt v B � �s� k- W. J. Cloutier Tom McKean l Facilities Engineering Manager Director -P.O. Box 284 Woods Hale, Massachusetts 02543 (508) 548-5011 FAX (508) 548-8410 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK. Governor IAN A.BOWLES Secretary TIMOTHY P.MURRAY Lieutenant Governor LAURIE BURT Commissioner February 10, 2009 William Cloutier Steamship Authority P.O. Box 284 Woods Hole, MA 02543 Re: '401 WATER QUALITY CERTIFICATION Application for BRP WW 08, Minor project dredging At: 71 South Street, Hyannis Inner Harbor, Barnstable 401 WQC Transmittal X2: X224763 Wetlands File X2: SE3-4770 ACoE Application X2: NIAE 2007-798 Dear Mr. Cloutier: The Department has reviewed your application for Water Quality Certification (WQC), as referenced above. In accordance with the provisions of Section 401 of the Federal Clean Water Act as amended (33 U.S.C. §1251 et seg.), MGL c.21, §§ 26-53, and 314 CMR 9.00, it has *.been determined there is reasonable assurance the project or activity will be conducted in a manner which will not violate applicable water quality standards (314 CMR 4.00) and other applicable requirements of state law. The waters of Hyannis Inner Harbor are designated in the Massachusetts Surface Water Quality Standards as Class SB. Such waters are intended "as habitat for fish, other aquatic life and wildlife and for primary and secondary contact recreation." Anti-degradation provisions of these Standards require that "existing uses and the level of water quality necessary to protect the existing uses shall be maintained and protected." Background: On March 18, 1995, the Department issued a Waterways License No. 4321 to the . Woods Hole, Martha's Vineyard, and Nantucket Steamship Authority to perform improvement and maintenance dredging at the Hyannis ferry terminal, Hyannis Inner Harbor. Proposed project: The project entails conducting maintenance dredging of approximately 2,300 cubic yards of sediment with 1 foot overdredge allowance to a depth of approximately-15 Mean Lower than Low Water (MLLW). In order to realign slip#2, the accreted sandy material This information is available in alternate foi=mat.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TUD#1-866-539-7622 or 1-617-574-6868. MassDEP on the World Wide Web: http://www.mass.gov/dep LJ Printed on Recvcled Paoer 401 Water Quality Certification, Transmittal.Ns: W Page 2 of 7 between the existing slip needs to be removed according to plan submitted in the Notice of Intent (NOI) SE 4642. The sediment will be removed mechanically and placed on the barge. Excess water in the barge will be pumped from the barge back to the dredge footprint area in Hyannis Harbor. The dredged material will be off-loaded to the Town's gravel parking lot located off Pleasant Street for dewatering. The site is not located within the Priority Habitats of Rare Species, Estimated Habitats of Rare Wildlife, in accordance with the Massachusetts Natural Heritage Atlas, 13th Edition. Sediment dewatering: The sediment dewatering area is located off Pleasant Street. Jersey barriers will be placed at the perimeter of the dewatering area. Dredged material will be off- loaded from the barge at the fast ferry.night berth located adjacent to the dewatering area. Sediment sampling data: Two samples were collected within the dredge footprint for gradation.: and chemical analysis. Results of the gradation analysis revealed that the sediment is classified as Silty Gravel/Sand, and Stone fragments, Gravel/Sand with 13.4 percent and 8.4 percent respectively passing the No. 200 U.S. Standard Series Testing Sieve. Chemical analysis indicated the presence of low-level metals. In accordance with 314 CMR 9.07(2)4, for projects up to 10,000 cubic yards, one core sample for every 1,000 cubic yards of dredged material shall be collected. Since the dredge volume is 2,300 cubic yards, three core samples should have been collected. In addition, according to the January 13, 2009 pubic notice (NAE 2007-798) issued by. the Army . Corps of Engineers (ACoE), "the bottom areas in the vicinity of the SSA[Steam Ship Authority] docking facility are composed of soft, black, silty sand with strong odor of sulfides." As such, Condition No.7 requires the applicant to collect one insitu core sample near the shoreline within the proposed dredge footprint for gradation analysis. Chemical testing shall be conducted if more than 10 percent of the sediment passing the No. 200 U.S. Standard.Series Testing Sieve. Beneficial Reuse of sediments: The primary location is the Cape Cod Aggregates sand pit on Phiney's Lane in Hyannis, and the alternative site is the Bourne Landfill off Route 28 in Bourne. Public Notice: The Department received no comment during the 21-day public comment period for this application, which began on October 12, 2008 in the Cape Cod Times. Therefore, based on information currently in the record, the Department grants a 401 Water Quality Certification for this project subject to the following conditions to maintain water quality, to minimize impact on waters and wetlands, and to ensure compliance with appropriate state law. The Department further certifies in accordance with 314 CMR 9.00 that there is reasonable assurance the project or activity will be conducted in a manner which will not violate applicable water quality standards (314 CMR 4.00) and other applicable requirements of state law. Finally, the Department has determined that upon satisfying the conditions and mitigation requirements of this approval, the project provides a level of water quality necessary to protect existing uses and accordingly finds that the project as implemented satisfies the Surface Water Quality Standards at 314 CM'R 4.00. 401 Water Quality Certification, Transmittal N2: W Page 3 of 7 1. The Contractor shall take all steps necessary to assure that the proposed activities will be conducted in a manner that will avoid violations of the anti-degradation provisions of Massachusetts Surface Water Quality Standards that protect.all waters, including wetlands. 2. Prior to the start of work, the Department shall be notified of any change(s) in the proposed ,project or plans that may affect waters or wetlands. The Department will determine whether the change(s) require a revision to this Certification. 3. Dredging in accord with this Certification may begin following the 21-day appeal period and once all other permits have been received.. 4. Work in waters and wetlands shall conform substantially to plans submitted in application to this Department, two sheets, NOI-01 and 02, prepared by Childs Engineering Corp., dated September 26, 2008, signed and stamped by William J. Cloutier. The Department shall be notified if there are modifications and or deletions of work as specified in the plans. Depending on the nature of the scope change, approval by the Department may be required. 5. The Department shall be notified, attention Ken Chin 617-292-5893, one week prior to the start of in-water work so that Department staff may inspect the work for compliance with the terms and conditions of this Certification. 6. The Certification remains in effect for the same duration of the federal permit that required it. 7. One insitu core sample shall be collected near the shore line of the proposed dredge - footprint of Slip#2.for gradation analysis. Chemical testing in accordance with 314 CMR. 9.07(2)(b)6.shall be conducted if more than 10 percent of the sediment passing the No. 200 U.S. Standard Series Testing Sieve. Results ofthe analyses shall be submitted to the Department within five working days upon received from the analytical laboratory. 8. The applicant has the option of collecting four composite samples from the sediment dewatering stockpile for analysis in accordance with Condition No. 7. St ockpile shall be divided into four quadrants. Six representative aliquot samples shall be collected from each quadrant to form one composite sample. 9. Future maintenance dredging may be conducted as necessary for the duration of this Certification, provided that: a. the initial project and any subsequent dredging has been conducted satisfactorily with no violations'of the terms and conditions of this Certification, b. .submit information to the Department regarding final end use/disposal of the dredged material for review and approval. Under no circumstances that future maintenance dredging be commenced without obtaining approval from the Department. c. A suitability determination from the Corps (ACoE) for unconfined ocean disposal d. a due-diligent evaluation to determine that no known spills of oil or other toxic substances have occurred which could have contaminated the sediment in the dredge area e. the volume of future maintenance dredging does not exceed 2,300 cubic yards. f. the Department is notified prior to commencement of maintenance dredging. 401 Water Quality Certification, Transmittal N2: W Page 4of7 10. Prior to commencement of dredging activity, as a contingency, The applicant shall propose the method and mean of controlling/minimizing potential sulfur odor from the dredged material to the Department and a certification that the control measures will be implemented. 11. Four weeks prior to commencement of dredging activity, the applicant shall submit methods and means of containing the dredged material on the barge to the Department for review and approval. Under no circumstances that there shall be any overflow of dredged material from the barge. 12. Decanting of excess water after placing dredged material on the barge shall take place within the authorized dredged area. 13. Decanting of excess water shall commence one hour after placement of the last batch/ bucket of dredged material on the barge, and turbidity monitoring shall be conducted in accordance with the December 22, 2008 monitoring procedure during the decanting operation. The applicant has the option of discharge the excess water thru a filtering device (i.e. filter cloth) instead. 14. Dredged material can be transported to Cape Cod Aggregate provided that a Beneficial Use Determination (BUD) has been issued by the Solid Wastes Division of the Department Southeast Regional Office. 15. A Dredged Material Tracking Form (DMTF) or Material Shipping Record (MSR) shall be used to track the dredged material to Cape Cod Aggregate and or Bourne Landfill. A fully executed copy of the DMTF or MSR shall be provided to the Department within 30 days of . final shipment to the reused location or facility. If the licensed facility is located out of state, documentation shall be provided to the Department that the dredged material disposal has been approved by the receiving state in accordance with 314 CMR 9.07(13)(b). 16. Best Management Practices (BMPs) shall be implemented during transportation of the dredged material to the licensed receiving facility. At a minimum, when transported upon 'public roadways, all dredged material shall have no free liquid as determined by the Paint Filter Test or other suitably analogous methodology acceptable to the Department, and a tarpaulin or other means shall be used to cover sediment during transport. 17. Disposal of any volume of dredged material at any location in tidal waters is subject to . approval by this Department and the Massachusetts Coastal Zone Management office. 18. Within 30 days of the completion of the initial dredging, a bathymetric survey of the channel, depicting post-dredge conditions, shall be sent to the Department. 19. Four weeks prior to commencement of the dredging activity, the applicant shall submit a notification procedure outlining the reporting process to the Department for incidents relating to the dredging activities impacting the surrounding resource area and habitats such as, but not limited to, observed dead or distressed fish, or other aquatic organisms, observed oily sheen on surface water, sediment spill, observed turbidity plume beyond the deployed BMPs,-barging or equipment accident/spill. If any time during implementation of the project l a fish kill or significant water quality problem occurs in the vicinity of the project, all site 401 Water Quality Certification, Transmittal Ns: W Page 5 of 7 related activities impacting the water shall cease until the source of the problem is identified and adequate mitigating measures employed to the satisfaction of the Department. This certification does not relieve the applicant of the obligation to comply with other applicable state or federal statutes or regulations. Any changes made to the project as described in the previously submitted Notice of Intent, 401 Water Quality Certification application, or supplemental documents will require further notification to the Department. Certain persons shall have a right to request an adjudicatory hearing concerning certifications by the Department when an application is required: a. the applicant or property owner; b. any person aggrieved by the decision who has submitted written comments during the public comment period; c. any ten (10) persons of the Commonwealth pursuant to M.G.L. c.30A where a group member has submitted written comments during the public comment period; or d. any governmental body or private organization with a mandate to protect the ' environment, which has submitted written comments during the public comment period. An erson aggrieved,Y�P 99 any ten (10 ) persons of the Commonwealth, or a governmental body or private organization with a mandate to protect the environment may appeal without having submitted written comments during the public comment period only when the claim is based on new substantive issues arising from material changes to the scope or impact of the activity and not apparent at the time of public notice. To request an adjudicatory hearing pursuant to M.G.L. .. c.30A, § 10, a Notice of Claim must be made in writing, provided that the request is made by certified mail or hand delivery to the Department, with the appropriate filing fee specified within 310 CMR 4.10 along with a DEP Fee Transmittal Form within twenty-one (21) days from the date of issuance of this Certificate, and addressed to: Case Administrator Department of Environmental Protection One Winter Street, 2"d Floor Y, Boston, MA 02108. A copy of the request shall at the same time be sent by certified mail or hand delivery to the issuing office of the Wetlands and Waterways Program at: Department of Environmental Protection One Winter Street; 5th Floor Boston, MA 02108. A Notice of Claim for Adjudicatory Hearing shall comply with the Department's Rules for Adjudicatory Proceedings, 310 CMR 1.01(6), and shall contain the following information pursuant to 314 CMR 9.10(3): a. the 401 Certification Transmittal Number and DEP Wetlands Protection Act File Number; b. the complete name of the applicant and address of the project; 401 Water Quality Certification, Transmittal X2: W Page 6 of 7 c. the complete name, address, and fax and telephone numbers of the party filing the request, and, if represented by counsel or other representative, the name, fax and telephone numbers, and address of the attorney; d. if claiming to be a party aggrieved, the specific facts that demonstrate that the party satisfies the definition of"aggrieved person" found at 314 CMR 9.02; e. a clear and concise statement that an adjudicatory hearing is being requested; f. a clear and concise statement of(1) the facts which are grounds for the proceedings, (2) the objections to this Certificate, including specifically the manner in which it is alleged to be inconsistent with the Department's Water Quality Regulations, 314 CMR 9.00, and (3) the relief sought through the adjudicatory hearing, including specifically the changes desired in the final written Certification; and g. a statement that a copy of the request has been sent by certified mail or hand delivery to the applicant, the owner (if different from the applicant), the conservation commission of the city or town where the activity will occur, the Department of Environmental Management (when the certificate concerns projects in Areas of Critical Environmental Concern), the public or private water supplier where the project is located (when the certificate concerns projects in Outstanding Resource Waters), and any other entity with responsibility for the resource where the project is located. The hearing request along with a DEP Fee Transmittal Form and a valid check or money order payable to the Commonwealth of Massachusetts in the amount of one hundred dollars ($100) must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection Commonwealth Master Lockbox P.O. Box 4062 Boston, MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory-hearing filing fee pursuant to 310 CMR 4.06(2) for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file an affidavit setting forth the facts believed to support the claim of undue financial hardship together with the hearing request as provided above. Failure to comply with this certification is grounds for enforcement, including civil and criminal penalties, under MGL c.21 §42, 314 CMR 9.00, MGL c. 21A §16, 310 CMR 5.00, or other possible actions/penalties as authorized by the General Laws of the Commonwealth. 401 Water Quality Certification, Transmittal Ns: W Page 7 of 7 If you have questions on this decision, please contact Ken Chin at 617-292-5893. Sincerely, Glenn Maas Director Division of Watershed Management enclosure: Departmental Action Fee Transmittal Form Material Shipment Record(MSR) cc: Karen Adams, Regulatory/Enforcement Division, U.S.Army Corps of Engineers,696 Virginia Road, Concord, MA 01742-2751 Robert Boeri, CZM, 251 Causeway Street, Suite 800, Boston, MA 02114 Eileen Feeney, DMF, 838 South Rodney French Blvd., New Bedford, MA 02744 W David Hill, Liz Kouloheras, DEP SERO Barnstable Conservation Commission, 367 Main Street, Hyannis, MA 02601 Charles Roberts, Childs Engineering Corp., P.O. Box 333, Medfield, MA, 02052 KC/X224763 REPORT OF ANALYTICAL RESULTS NETLAB Case Number T0717-22 Prepared for: Attn: David Nacci Maguire Group 33.Commercial Street Suite 1 Foxborough, MA 02035 Report Date: July 29, 2008 Lab#R1010 NEW ENGLAND TESTING LABORATORY, INC. 1254 Douglas Avenue, North Providence, Rhode Island 02904-5392 PROVIDENCE (401) 353-3420 TOLL FREE: 1-888-863-8522 FAX:(401)354-8951 www.newenglandtesting.com Total#of Pages:40 ANALYTICAL METHOD REPORT CERTIFICATION FORM Laboratory.Name: New England Testing Laboratory, Inc. Project#: Project Location: Hyannis Harbor Dredging RTN': This form provides certifications for the following data set: T0717-22 Sample Matrices: Groundwater O Soil/Sediment(x) Drinking Water O Other: 8260B (x) 8151A(_ ) 8330 (.. ) 6010B(x) 7470A/lA(x) 51N 846 8270C O 8081A O VPH{ ) 6020 ( 9014M2 O ; SO Methods iU setl � � �� 8082 (x) 8021 B O EPH (x) 7000 S3 O Other (x) v" � 1 List Release Tracking Numb& N. ifmknown" � z ,,��„ � M,x., � `�`�� �2�.,CM ��W 846Method�-790 4EQc�NtADE}P�'Rhy isolog Ily� b}le,rGyamde,(P!{Ca)Metf`od� � _,� �� .w� �;, W 84,6UMethods�3r%0(},Sengs List mdiv_idual method and ana e �� � t An affirmative response to questions A,B,and C is required for"Presumptive Certainty"status Were all samples received by the laboratory in a condition consistent with A that described on the Chain-of Custody documentation for the data set? Yes (X) No' ( ) Were all QA/QC procedures required for the specified analytical method(s) included in this report followed, including the requirement to note and B discuss in a narrative QC data that did not meet appropriate performance Yes (X) No' ( ) standards or guidelines? Does the analytical data included in this report meet all the.requirements for"Presumptive Certainty", as described in Section 2.0 of the MADEP C. document CAM VII A,"Quality Assurance and Quality Control Guidelines Yes (X) No' ( ) for the Acquisition and Reporting of Analytical Data"? Not Applicable(.) p VPH and EPH Methods only Was the VPH and EPH Method conducted without significant modifications(see Section 11.3 of respective Methods) Yes (X) No' ( ) A response to'questions E and F:below is required for`Presumptive Certainty"status Were all QC performance standards and recommendations for the E specified methods achieved? Yes (X) No' ( ) Were results for all analyte-list compounds/elements for the specified F method(s)reported? Yes (X) No' ( ) All NO answers must be addressed in an attached Environmental Laboratory case narrative. 1, the undersigned,attest under the pains and penalties of perjury that,based upon my personal inquiry of those responsible for.obtaining the information, the material contained in this analytical report is, to the best of my knowledge and belief,accurate and complete. Signature: IV ��� Position: . Laboratory Director � Printed Name: Richard Wanla Date: 7/29/2008 i Page 2 of 40 t STATEMENTS/CERTIFICATIONS REQUIRED BY THE NATIONAL ENVIRONMENTAL LABORATORY APPROVAL CONFERENCE (NELAC) New England Testing Laboratory is certified under the National Environmental Laboratory Approval Program(NELAP). This certification requires the following statements and certifications be included in our report. This report.shall not be reproduced, except in full, without written approval of the laboratory. New England Testing certifies that the test results contained within this report meet all NELAC requirements except as detailed in the Case Narrative section of this report. NLTX U eg Z=New England Testing Laboratory, Inc. Page 3 of 40 SAMPLES SUBMITTED and REQUEST FOR ANALYSIS: The samples listed in Table I were submitted to New England Testing Laboratory on July 17, 2008.The group of samples appearing in this report was assigned an internal identification number(case number) for laboratory information management purposes.The client's designations for the individual samples, along with our case numbers,are used to identify the samples in this report. The case number for this sample submission is T0717-22. Custody records are included in this report: Project:Hyannis Harbor Dredging TABLE I,Samples Submitted Sample ID Date Sampled Matrix Analysis Requested Core 1 7/16/08 Soil Table II Core 2 7/16/08 Soil Table 11 TABLE II,Analysis and Methods ANALYSIS PREPARATION METHOD DETERMINATIVE METHOD PCBs by Summation of Congeners 3541 8082 Volatile Organics 5035 8260B EPH NA Percent Water NA ASTM D95 Conductivity NA 2510B mod. Total Organic Carbon NA 9060 Sieve Analysis NA ASTM D422-63 Total Metals Arsenic 3050B 6010B Cadmium 3050B 6010B Chromium 3050B 6010B Copper 3050B 6010B Lead 3050B 6010B Mercury NA 7471 A Nickel 3050B 6010B Zinc 3050B 6010B These methods are documented in: Test Methods for Evaluating.Solid Waste,Physical/Chemical Methods, SW-846,USEPA. *Method for the Determination of Extractable Petroleum Hydrocarbons(EPH),MADEP. Annual Book of ASTM Standards: Water and Environmental Technology,American Society for Testing and Materials NE[TELAB Z�New England Testing Laboratory, Inc. Page 4 of 40 CASE NARRATIVE: Sample Receipt: No sample for ms/msd/duplicate analysis was supplied.No.trip blank was supplied unless it was identified in such a manner as to be un-interpretable by the laboratoryy.No field,blank was supplied unless it was identified in such a manner as to be un-interpretable by the laboratory. (This does not qualify the analytical results but does prevent conducting these SW-846 {Chapter 1, Section 3.4} QA Audits.) The samples were all appropriately cooled and preserved upon receipt. The samples were received in the appropriate containers. The chain of custody,was adequately completed and corresponded to the samples submitted. Metals: All analyses were,performed according to NETLAB's documented.Standard Operating Procedures;within all required holding times,and with appropriate quality control measures. All* QC was within,laboratory established acceptance criteria.!The.samples were received,.processed,,w and reported with no anomalies. Volatile Organics:. ' All samples were analyzed within method specified holding times and according to'. NETLAB's documented standard operating procedures. The results.for the associated calibrationi, method blank_ and laboratory.control sample(LCS)were within method specified quality control , criteria. PCBs: r All samples were extracted and analyzed within method specified holding times and according to NETLAB.'s documented standard operating procedures.The results for the " associated calibration,method blank and,laboratory control sample(LCS)were within method specified quality control criteria. EPH: ; All samples were extracted and analyzed within method specified holding times and according to NETLAB's documented'standard operating procedures.The results for the associated calibration,method blank and laboratory control sample (LCS)were within method, specified quality control criteria. Wet Chemistry: . pH: The analysis was performed after the method specified hold time of"immediately after collection TOC:'The appropriate quality control requirements were within limits- Percent Water: The appropriate quality control requirements were within limits. Page 5 of 40 Sample Results NELTLIAB =New England Testing Laboratory, Inc. Page 6 of 40 Case No. T0717-22 Core 1 Reporting Date. Parameter Result Limit Analyzed Total Organic Carbon, %* 1.34 0.08 7/22/08 . Conductivity, umhos/cm** 3160 1 7/21/08. Water, % 26.33 0.01 7118/08 Core 2 Reporting -Date Parameter Result Limit Analyzed Total Organic Carbon, %* OA7 0.08 7/22/08 Conductivity,umhos/cm** 4140 1 7/21/08 Water, % 20.96 0.01 7/18/08 s *Dry Weight Basis **Wet Weight Basis NEETUAB Z=New.England Testing Laboratory, Inc. Page 7 of 40 NELTf1AB LS METALS RESULTS The presence of the NETLAB LOGO in the top right corner of each page in this section indicates: The'Technical Manager of the Metals Analysis Department.certifies that the results included in this section have been reviewed and approved. Any exceptions or qualifications of substance have been reported in.the case narrative. - New England Testing Laboratory, Inc. Page 8 of 40 NErXUAB METALS RESULTS ' Z3 ' Case Number: T0717-22 ' Sample ID: Core 1 Date collected: 7/16/08 Matrix SOIL s Solids,% 73.67 Analyst MM/MG Sample Type: Total " a Preparative Analytical Reporting Detection Date-of Date. Parameter CAS Number Method Method Result Limit Limit Units Preparation Analyzed Arsenic 7440-38-2 3050B 601013 2.63 0.12 0.12 mg/kg 7/21/08-' 7/22/08 Cadmium 7440-43-9 3050B 6010B 2.71 0.06 0.06 mg/kg 7/21/108 7/22/08' Chromium 7440-47-3 3050B 6010B 3.57 0.06 : 0.06 mg/kg 7/21/08 7/22/08 Copper 7440-50-8 3050B 6010B 12.6 0.24 0.24 mg/kg 7/21/08 1/22/08 Lead 7439.92-1 3050B 6010B 8.34 0.06 0.06 mg/kg 7/21/08 7/22/68 Mercury 7439-97-6 NA 7471A 0.161 0.054 0.005- mg/kg 7/24/08 7/24/08 Nickel 7440-02-0 3050B 6010B 2.01, 0.06 0.06 mg/kg 7/21/08 7/22/08 Zinc 7440-66-6 3050B 6010B 13.0 0.24 0.24 mg/kg 7/21/68`f 7/22/08 ND indicates not Detected All results are reported on a dry weight basis. t - r New England Testing Laboratory,Inc. Page 9 of 40 NELTttAB METALS RESULTS Z3- Case Number: T0717-22 Sample ID: Core 2 Date collected: 7/16/08 Matrix SOIL Solids,% 79.04 Analyst MM/MG Sample Type: Total Preparative Analytical Reporting Detection Date of Date Parameter CAS Number Method Method Result Limit Limit Units Preparation Analyzed Arsenic 7440-38-2 3050B 6010B 2.00 0.11 0.11 mg/kg 7/21/08 7/22/08 Cadmium 7440-43-9 3050B 6010B ND 0.06 0.06 mg/kg 7/21/08 7/22/08 . Chromium 7440-47-3 3050B 6010B 1.80 0.06. 0.06. mg/kg 7/21/08 7/22/08 Copper 7440-50-8 3050B 6610B 2.75 0.23 0.23 mg/kg 7/21/08 7/22/08 Lead 7439-92-1 3050B 6010B 2.22 0.06 0.06 mg/kg 7/21/08 7/22/08 Mercury 7439-97-6 NA 7471A 0.020 0.010 0.005 mg/kg 7/24/08 7/24/08 Nickel 7440-02-0 3050B 6010E 1.28 0.06 0.06 mg/kg 7/21/08 7/22/08 Zinc 7440-66-6 3050B 6010B 6.20 0.23 0.23 mg/kg 7/21/08 7/22/08 ND indicates not Detected All.results are reported on a dry weight basis., New England Testing Laboratory,Inc. Page 10 of 40 NEiTUAB METALS RESULTS Z3 Sample ID: Preparation Blank Matrix SOIL Solids,% 100 Analyst MM/MG Sample Type: Total Preparative Analytical Re orting Detection Date of Date Parameter CAS Number Method Method Result Limit Limit Units Preparation Analyzed Arsenic 7440-38-2 3050B 6010B ND 0.20 0.20 mg/kg 7/21/08 7/22/08 Cadmium 7440-43-9 3050B 6010B ND 0.10 0.10 mg/kg 7/21/08 7/22/08 Chromium 7440-47-3 3050B 6010B ND 0.10 0.10 mg/kg 7/21/08 7/22/08 Copper 7440-50-8 3050B 6010B ND 0.40 0.40 mg/kg 7/21/08 7/22/08 Lead 7439-92-1 3050B 6010B ND 0.10 0.10 mg/kg 7/21/08 7/22/08 Mercury 7439-97-6 NA 7471A ND 0.008 0.008 mg/kg 7/24/08 7/24/08 Nickel 7440-02-0 1 3050B 6010B ND 0.10 0.10 mg/kg 7/21/08 7/22/08 Zinc 7440-66=6 1 3050B 1 6010B I ND 0.40 0.40 mg/kg 7/21/08 7/22/08 ND indicates not Detected All results are reported on a dry weight basis. New England Testing Laboratory,Inc. Page 11 of 40 NELTLLAB 3 LABORATORY CONTROL SAMPLE RECOVERY Internal Parameter True Value Result Units Recovery, % LCL, % UCL, % Date Analyzed Arsenic 13.3 .12.5 mg/kg 94 83 119 7/22/08 Cadmium 66.7 61.2 mg/kg 92 82 113 7/22/08 Chromium 66.7 61.1 mg/kg 92 91 114 7/22/08 Copper 66.7 63.2 mg/kg 95 80 121 7/22/08 Lead 66.7 63.7 . mg/kg 95 85 117 7/22/08 Mercury 0.133 .0.137 mg/kg 103 88 115 7/24/08 Nickel 66.7 61.1 mg/kg 92 82 120 7/22/08 Zinc 66.7 58.7 mg/kg 88 72 134, 7/22/08 New England Testing Laboratory, Inc. Page 12.of 40 NEXTLLAB RESULTS: PCBs The presence of the NETLAB LOGO in the top right corner of each page in this section indicates: The Technical Manager of the Organics Analysis Department certifies that the samples included in this section have.been prepared and analyzed using the procedures cited and that the results have been reviewed and approved. Any exceptions or qualifications of substance have been reported in the case narrative. Page 13 of 40 NEULLAB Sample: Core 1 Analyst's Initials: BM Case No.: T0717-22 Date Collected: 7/16/08 Sample Matrix: Soil Subject: PCBs Date Extracted Date Analyzed Prep Method: EPA 3541 7/22/08 7/23/08 Analytical Method: EPA 8082 Compound Concentration Reporting Limit mg/kg* (PPm) 2,4'-Dichlorobiphenyl N.D. 0.01 2,2',5-Trichlorobiphenyl N.D. 0.01 2,4,4'-Trichlorobiphenyl N.D. 0.01 2,2',3,5'-Tetrachlorobiphenyl N.D. 0.01. 2,2',5,5'-Tetrachlorobiphenyl N.D. 0.01 2,T,4,4'-Tetrachlorobiphenyl N.D. 0.01 3,3',4,4'-.Tetrachlorobiphenyl N.D. 0.01 3,4,4',5-Tetrachlorobiphenyl N.D. 0.01 2,2',4,5,5'-Pentachlorobiphenyl N.D. 0.01 2,3,3%4,4'-Pentachlorobiphenyl N.D. 0.011 2,3,4,4',5-Pentachlorobiphenyl N.D. 0.01 2,3%4,4',5-Pentachlorobiphenyl N.D. 0.01 2',3,4,4%5-Pentachlorobiphenyl N.D. 0.01 3,3',4,4',5-Pentachlorobiphenyl N.D. 0.01 2,2',3,3',4,4'-Hexachlorobiphenyl N.D. 0.01 2,2',3,4,4',5'-Hexachlorobiphenyl N.D. 0.01 2,2,4,4',5,5'-Hexachlorobiphenyl N.D. 0.01 2,3,3',4,4',5-Hexachlorobiphenyl N.D. 0.01 2,3,3',4,4',5'-Hexachlorobiphenyl N.D. 0.01 2,3,4',4,5',5-Hexachl6robiphenyl N.D. 0.01 3,3',4,4',5,5'-Hexachlorobiphenyl N.D. 0.01 2,2',3,3',4,4',5-Heptachlorobiphenyl N.D. 0.01 2,2',3,4,4',5,5'-Heptachlorobiphenyl iN.D. 0:01 2,2',3,4',5;5',6-Heptachlorobiphenyl N.D. 0.01 2,3,3',4,4',5,5'-Heptachlorobiphenyl N.D. 0.01 2,2',3,3',4,4',5,6-0ctachlorobiphenyl N.D. 0.01 2,2',3,3',4,4,5,5',6-Nonachlorobiphenyl N.D. 0.01 Decachlorobiphenyl N.D. 0.01 Surrogates: Compound %Recovery Limits TCMX 62 43-125 *Dry Weight Basis Page 14 of.40 NE TAB Sample: Core 2 Analyst's Initials: BM Case No.: T0717-22 Date Collected: 7/16/08 Sample Matrix: Soil Subject: PCBs Date Extracted Date Analyzed Prep Method: EPA 3541 7/22/08 7/23/08 Analytical Method: EPA 8082 Compound Concentration Reporting Limit mg/kg* (Ppm) 2,4'-Dichlorobiphenyl N.D. 0.01 2,2%5-Trichlorobiphenyl N.D. '0.01 2,4,4'-Trichlorobiphenyl N.D. 0.01 2,2',3,5'-Tetrachlorobiphenyl N.D. 0.01 2,2',5,5'-Tetrachlorobiphenyl N.D. 0.01 2,3,4,4'-Tetrachlorobiphenyl N.D. 0.01 3,3',4,4'-Tetrachlorobiphenyl N.D. 0.01 3,4,4',5,Tetrachlorobiphenyl N.D. 0.01 2,2',4,5,5'=Pentachlorobiphenyl N.D. 0.01 2,3,3',4,4'-Pentachlorobiphenyl` N.D. 0.01 2,3,4,4',5-Pentachlorobiphenyl N.D. 0.01 2,3',4,4',-5-Pentachlorobiphenyl N.D. . 0.01 2',3,4,4,5-Pentachlorobiphenyt N.D. 0.01 3,3',4,4',5-Pentachlorobiphenyl N.D. 0.01 2,2',3,3',4,4'-Hexachlorobiphenyl N.D. 0.01 2,2',3,4,4,5'-Hexachlorobiphenyl N.D. 0.01 2,2%4,4%5,5'=Hexachlorobiphenyl N.D. 0.01 2,3,3',4,4',5-Hexachlorobiphenyl N.D. 0.01 2,3,3',4,4',5'-Hexachlorobiphenyl N.D. 0.01 2,3,4',4,5',5-Hexach15robiphenyl N.D. 0.01 3,3',4,4',5,5'-Hexachlorobiphenyl N.D. 0.01 2,2',3,3',4,4',5-Heptachlorobiphenyl N.D. 0.01 2,2',3,4,4',5,5'.-Heptachlorobiphenyl N.D. 0.01 2,2,3,4',5,5',6-Heptachlorobiphenyl N.D. 0.01 2,3,3',4,4',5,5'-Heptachlorobiphenyl N.D. 0.01 2,2',3,3',4,4,5,6-Octachlorobiphenyl N.D. _ 0.01 2,2',3,3',4,4',5,5',6-Nonachlorobiphenyl N.D. 0.01 Decachlorobiphenyl N.D. 0.01 Surrogates: Compound %Recovery Limits TCM.X 72 43-125 *Dry Weight Basis Page 15 of 40 NEU i AB Z3 Sample: Method Blank Analyst's Initials: BM Case No.: T0717-22 Date Collected: NA Sample Matrix: Soil Subject: PCBs Date Extracted Date Analyzed Prep Method: EPA 3541 7/22/08 7/23/08 Analytical Method: EPA 8082 Compound Concentration Reporting Limit mg/kg(ppm) 2,4'-Dichlorobiphenyl N.D. 0.01 2,2',5-Trichlorobiphenyl N.D. 0.01 2,4,4'-Trichlorobiphenyl N.D. 0.01 2,2',3,5'-Tetrachlorobiphenyl N.D. 0.01 2,2'5,5'-Tetrachlorobiphenyl N.D. 0.01 2,3%4,4'-Tetrachlorobiphenyl N.D. 0.01 . 3,3',4,4'-Tetrachlorobipheriyl N.D. 0.01 3,4,4',5-Tetrachlorobiphenyl N.D. 0.01 2,2',4,5,5'-Pentachlorobiphenyl N.D: 0.01 2,3,3',4,4'-Pentachlorobiphenyl N.D. 0.01 2,3,4,4',5-Pentachlorobiphenyl N.D. 0.01 2,3',4,4',5-Pentachlorobiphenyl N.D. 0.01 2',3,4,4',5-Pentachlorobiphenyl N.D. 0.01 3,3',4,4',5-Pentachl6robiphenyl N.D. 0.01. 2,2',3,3',4,4'-Hexachlorobiphenyl N.D. 0.01 2,2',3,4,4,5'-Hexachlorobiphenyl N.D. 0.01 2,2',4,4',5,5'=Hexachlor6biphenyl N.D. 0.01 2,3,3',4,4',5-Hexachlorobiphenyl N.D. 0.01 2,3,3',4,4',5'-Hexachlorobiphenyl . N.D. 0.01 2,3,4',4,5,5-Hexachlorobiphenyl N.D. 0.01 3,3',4,4',5,5'-Hexachlorobiphenyl N.D. 0.01 2,2',3,3',4,4',5-Heptachlorobiphenyl N.D. 0.01 2,2',3,4,4',5,5'-Heptachlorobiphenyl N.D. 0.01 TT,3,4',5,5',6-Heptachlorobiphenyl N.D. 0.01 2,3;3',4,4',5,5'-Heptachlorobiphenyl N.D. 0.01 2,2',3,3',4,4',5;6-Octachiorobiphenyl N.D. 0.01 2,2',3,3',4,4',5,5',6-Nonachlorobiphenyl N.D. 0.01 Decachlorobiphenyl N.D. 0.01 Surrogates: Compound %Recovery Limits TCMX 73 43-125 Page 16 of 40 NEU i n8 PCB.Laboratory Control Spike Date Collected: NA Analyst's BM InitialsSample Matrix: Soil Subject: PCBs Date Date Extracted Analyzed Prep Method: EPA 3541 7/22/08 7/23/08 Analytical Method: EPA 8082 Compound Amount Result, Recovery, Recovery spiked, mg/kg % Limits mg/kg (ppm) (ppm) 2,4'-Dichlorobiphenyl 0.500 0.396 79 40-140 225-Trichforobiphenyl 0.500 0.342 68 40-140 2AA-Trichlorobiphenyl 0:500 0.333 67 40-140 22,35-Tetrachlorobiphenyl 0.500 0.363 73 40-140 22,55-Tetrachlorobiphenyl 0.500 0.396 79 40=140 2,3',4,4'-Tetrachlorobiphenyl 0.500 0.352 70 40-140 3,3%4,4'-Tetrachlorobiphenyl 0.500 0.351 70 40-140 2,2',4,5,5'-Pentachlorobiphenyl 0.500 0.398 80 .40-140 2,3,3 AA-Pentachlorobiphenyl 0.500 0.351 70 40-140 2,3',4,4',5-Pentachlorobipheny1 0.500 0.410 82 40-140 3,3%4,4%5S Pentachlorobiphenyl 0.500 0.392 78. 40-140 2,2',3,3',4,4'-Hexachlorobiphenyl 0.500 0.380 76 40-140 2,2',4,4',5,5'-Hexachlorobiphenyl 0.500 0.262 52 40-140 2,2',3,3',4,4',5-Heptachlorobiphenyl 0.500 0.37.7 75 40-140 2,2',3,4,4',5,5'-Heptachlorobiphenyl 0.500 0.411 83 40-140 2,2',3,4',5,5',6-Heptachlorobiphenyl 0.500 0.350 70 40-140 2,2',3,3',4,4',5,6-06tachlorobiphenyl' 0.500 0.441 88 40-140, 2,21',3,3',4,4',5,5',6-Nonachlorobiphenyl 0:500 0.380 76 40-140 Decachlorobiphenyl 0.500 0.386 77 40-140 Surrogates: Recovery "Compound % Limits TCNa 81 43-125 NfZrtAB --U-New England Testing Laboratory, Inc. Page 17 of 40 NEXTUAB Z� RESULTS: VOLATILE ORGANIC COMPOUNDS The presence of the NETLAB LOGO in the top right corner of each page in this section indicates: The Technical Manager of the Organics Analysis Department certifies that the samples included in this section have been prepared and analyzed using the.procedures cited and that the results. have been reviewed and approved. Any exceptions or qualifications of substance have been reported in the case narrative. Page.18 of 40 NEULLAB VOLATILE ORGANICS ANALYSIS DATA SHEET Case No.: T0717-22 Client Name: Maguire Group Method: 8260 Lab Sample ID: Core 1 - Matrix: (soil/water) SOIL Lab File ID: G08240.D .Sample wt/vol: 10.0 (g/ml) G Date Sampled: 7/16/2008 Moisture 26.33 Date Analyzed: 7/21/2008 Soil Extract Volume: (uL) Dilution Factor: 1.0 Analyst's Initials: MM Soil Aliquot Volume: (uL) CAS NO. COMPOUND UNITS: UG/KG Q . 75-01-4 . Vinyl Chloride 68 U .74-83-9 Bromomethane 68 U 75-00-3 Chloroethane 68 U 67-64-1 Acetone 340 U 75-34.4 11-Dichloroethene 68 U 75-15-0 Carbon Disulfide 68 U 75-09-2 Methylene Chloride 68 U .1634-04-4 tert-Butyl methyl ether 68. U 156-60-5 trans-1 2 Dichloroethene 68 U 75-34-3 11-Dichloroethane 68 U 78-93=3 2-Butanone 340 U 594-20-7.' 2 2-Dichloro ro ane 68 , U 156=59-2 cis-1,2-Dichloroethene 68 U 67-66-3 Chloroform 650 U 74-97-5 Bromochlorom.ethane 68 U 71-56-6 111-Trichl6roethane. 68 U` 563-58-6' 1 1-Dichloro'ro ene 68 U 56-23-5 Carbon Tetrachloride 68 U 71-43-2 Benzene 68 U 107-06-2 12-Dichloroethane 68 U 79-01-6 Trichloroethene 68 U 78-87-5 12-Dichloro ro ane 68 lJ 75-27-4 Bromodichloromethane 68 U 74-95-3 . Dibromomethane. 68 U 108-10-1. 4-Meth I-2- entanone 340 U 106-93-4. Eth lene.Dibromide 68 U 10061-01-5 cis-1 3-Dichloro ro ene . 68 U 108-88-3 Toluene 68 . U 10061-02-6 Trans-1 3-Dichloro ro ene 68 U 79-00-5 1 '1,2-Trichlbroethane 68 U 591-78-6 .2-Hexanone 340 U 127-18-4- Tetrachloroethene 68 U • 124-48-1 Chlorodibromomethane 68 U 108-90-7 Chlorobenzene 68 t 630-20-6 1112-Tetrachloroethane 68 U U=not detected,D=diluted,E=over range(another data.sheet is included),J=below limit,B=found in blank New England Testing Laboratory, Inc. Page 19 of 40 r NELTtIAB VOLATILE ORGANICS ANALYSIS DATA SHEET Case No.: T0717-22 Client Name: Maguire Group Method: 8260 Lab Sample ID: Core Matrix: (soillwater) SOIL Lab File ID: G08240.D Sample wt/vol: 10.0 (g/ml) G_ Date Sampled: 7/16/2008 Moisture 26.33 Date Analyzed: 7/21/2008 :.Soil Extract Volume: (uL) Dilution Factor: 1-.0 Analyst's Initials: MM Soil Aliquot Volume: (uL) CAS NO. COMPOUND UNITS: UG/KG Q 100-41-4 Eth lbenzene 68 U 1330-20-7 m & -X lene 140 U 9547-6 o-X lene 68 U 100-42-5 Styrene 68 U .75-25-2 - Bromoform 68 U 98-82=8 Isopropylbenzene 68 U 79-34-5 1 1 2 2-Tetrachloroethene 68 U 108-86-1 Bromobenzene 68 U 96-18-4 1 2 3-Trichloro ro ane 68 U 95-49-8 2-Chlorotoluene 68 U 103-65-1 n-Propylbenzene, 68 U 108-67-8 1 3 5-Trimeth (benzene 68 U . 106-43-4 .4-Chlorotoluene 68 U 98-06-6 tert-Butylbenzene 68 U ' 95.63-6 1;24-Trimethylbenzene 68 U 135-98-8. sec-Butyl benzene 68 U 99-87-6 p4sopropyltoluene 68 U 75=87-3 Chloromethane 68 U 75-65-0 tert butyl alcohol 1300 U 541-73-1 13-Dichlorobenzene 68 U. 109-99-9 Tetrah drofuran 68 U 106-46-7 14-Dichlorobenzene 68 U 60-29-7 Diethyl Ether 68 U 104-51-8 n-But lbenzene 68 U 95-50-1 12-Dichlorobenzene 68 U 96-12-8 1 2-Dibromo-3=chloro ro ane 68 U 1,20-82.-1 1 2 4-Trichlorobenzene 68 U 87-68-3 Hexachlorobutadiene 68 U 91-20-3 Naphthalene 68 U 87-61-6 1,2 3-Trichlorobenzene 68 U U=not detected,D=diluted,E=over range(another data sheet is included),J=below limit,B=found in blank New England Testing Laboratory, Inc. Page 20 of 46 NELTit lAB VOLATILE ORGANICS ANALYSIS DATA SHEET Case No.: T0717-22 Client Name: Maguire Group Method: 8260 Lab Sample ID: Core 2 Matrix: (soil/water) SOIL Lab File ID: G08304.D a Sample wt/vol: 10.0 (g/ml) G. Date Sampled: 7/16/2008 Moisture 20.96 Date Analyzed: 7/24/2008 Soil Extract Volume: (uL) Dilution Factor: 1.0 Analyst's Initials: mgf Soil Aliquot Volume: (uL) CAS.NO. COMPOUND UNITS: UG/KG Q 75-01-4 Vinyl Chloride 63 U 74-83-9... Bromomethane 63 U 75-00-3 Chloroethane 63 U 67-64-1' Acetone 320 U 75-34-4. 11-Dichloroethene 63 U 75-15-0 Carbon Disulfide 63 U 75-09-2 Methylene Chloride 63 . U 1634-04-4 tert-But I methyl ether 63 U 156-60-5 trans-1 2 Dichloroethene 63 U 75-34-3 11-Dichloroethane 63 U 78-93-3 2-Butanone 320 U 594-20-7 2.,2-Dichloro ro ane 63 U 156-50-2 cis-12-Dichloroethene 63 U' 67-66-3 Chloroform 650 U 74-97-5 Bromochloromethane 63 U 71-56-6 111-Trichooroethane 63 U 563-58-6 1 1-Dichloro ro ene 63 U 56-23-5 Carbon Tetrachloride 63 U 71-43-2 Benzene 63 U 107-06-2 12-Diichloroethane 63 U 79-01-6 Trichloroethene 63 U 78-87-5 1 2-Dichloro ro ane 63 U 75-27-4 Bromodichloromethane. 63 U 74-95-3 Dibromomethane 63 U 108-10-1 4-Meth 1-2- entanone 320 U 106-93-4 Ethylene Dibromide .63 U 10061-01-5 cis-1 3-Dichloro ro ene 63 U _ 108-88-3 Toluene 63 U 10061-02-6 Trans-1 3-Dichloro ro ene 63 U 79-00-5 1,12-Trichloroethane 63 U 591-78-6 2-Hexanone 320 U 127-18-4 Tetrachloroethene 63 U 124-48=1 Chlorodibromomethane 63 U 108-90-7 1 Chlorobenzene 63 U 630-20-6 1112-Tetrachloroethane 63 U U=not detected,D=diluted,E=over range(another data sheet is included),J=below limit,B=found in blank New England Testing Laboratory, Inc. Page 21 of 40 NE[TLLAB VOLATILE ORGANICS ANALYSIS DATA SHEET S Case No.: T0717-22 Client Name: Maguire Group Method: 8260 Lab Sample ID: Core 2 Matrix: (soil/water) SOIL Lab File ID: G08304.D Sample wt/vol: 10.0 (g/ml) G Date Sampled: 7/16/2008 % Moisture 20.96 Date Analyzed: 7/24/2008 Soil Extract Volume: (uL) Dilution Factor: 1.0 Analyst's Initials: mgf Soil Aliquot Volume: (uL) CAS NO. COMPOUND UNITS: , UG/KG Q 100-41-4 Eth (benzene 63 U 1330-20-7 m & -X lene 130 U 95-47-6 _ o-X lene 63 U 100-42-5 Styrene 63 U -75-25-2 Bromoform, 63. U 98-82-8 Isopropylbenzene 63 U 79-34-5 1 1 2 2-Tetrachloroethene 63 - U 108-86-1 Bromobenzene 63 U 96-18-4 1 2 3-Trichloro ro ane 63 U 95-49-8 2-Chlorotoluene 63 U 103-65-1 9-Propylbenzene 63 U 108-67-8 1 3 5-Trimeth (benzene 63 U 106-43-4 4-Chlorotoluene 63 U. 98-06-6 tert-Butylbenzene 63 U 95-63=6 1,2 4-Trimeth (benzene 63 U 135-98-8 sec-But (benzene 63 U 99-8.7-6 P-Isopropyltoluene 63 U 75-87-3 Chloromethane 63 U 75-65-0 tert butyl alcohol 1300 U 541-73-1 13-Dichlorobenzene 63 U 109-99-9 Tetrah drofuran 63 U 106-46-7 14-Dichlorobenzene 63 U 60-29-7 Diethyl Ether 63 U 104-51-8 n-But (benzene 63 U 95-50-1 12-Dichlorobenzene 63 U 96-12-8 1 2-Dibromo-3-chloro ro ane 63 U 120-82-1 1,2 4-Trichlorobenzene 63 U 87-68-3 Hexachlorobutadiene 63: U 91-20-3 Naphthalene 63 U. 87-61=6 1 2 3-Trichlorobenzene 63. U U=not detected,D=diluted,E=over range(another data sheet is included),J=below limit,B=found in blank New England Testing Laboratory, Inc. Page 22 of 40 NELTLLAB VOLATILE ORGANICS ANALYSIS DATA SHEET Case No.: T0717-22 Client Name: . Maguire Group Method: 8260 Lab Sample ID: VBLK080721 Matrix: (soil/water) SOIL Lab File ID: G08233.D Sample wt/vol: 10.0 (g/ml) G Date Sampled: 7/16/2008 % Moisture 0 Date Analyzed: 7/21/2008 'Soil Extract Volume: (uL) Dilution Factor: 1.0 Analyst's Initials: MM Soil Aliquot Volume: (uL) CAS NO. COMPOUND UNITS: UG/KG Q 75-01-4 Vinyl Chloride 50 U 74-83-9 Bromomethane 50 U 75-00-3 Chloroethane 50 U 67-64-1 Acetone 250 U 75-34-4 1 1-Dichloroethene 50 U , 75-15-0 Carbon Disulfide 50 U 75-09-2 ' Methylene Chloride 50 U 1634-04-4 tert-But I methyl ether 50 U 156-60-5 trans-1 2 Dichloroethene 50 U 75-34-3 11-Dichloroethane 50 U 78-93-3 2-Butanone 250 U 594-20-7 2,2-Dichloro ro ane 50 U 156-59-2. cis-1 2-Dichloroethene , 50 U 67-66-3 Chloroform 500 U 74-97-5 Bromochloromethane 50 U. .71-56-6 111-Trichloroethane 50 U 563-58-6 1 1-Dichloro ro ene 50 U '56-23-5 Carbon Tetrachloride 50 U '71-43-2 Benzene 50 U 107-06-2 12-Dichloroethane 50 U 79-01-6 Trichloroethene 50 U 78-87-5 1 2-Dichloro ro ane 50 U 75-27-4 Bromodichloromethane 50 U 74-95-3 Dibromomethane 50 U 108-10-1 4-Meth l-2- entanone 250 U 106-93-4 Ethylene Dibromide 50 U 10061-01-5 cis-1 3-Dichloro ro ene 50 U 108-88-3 Toluene 50 U 10061-02-6 Trans-1 3-Dichloro ro ene 50 U 79-00-5 1, 1 2-Trichloroethane 50 U 591-78-6 2-Hexanone 250 U 127-18-4 Tetrachloroethene 50 U . 124-48-1_ Chlorodibromomethane 50 U 108-90-7 Chlorobenzene 50 U 630-20-6 1112-Tetrachloroethane 50 U U=not detected,D=diluted,E=over range(another data sheet is included),J=below limit,B=found in blank New England Testing Laboratory, Inc. Page 23 of 40 NELTttAB VOLATILE ORGANICS ANALYSIS DATA SHEET Case No.:,T0717-22 Client Name: Maguire Group Method: 8260 Lab Sample ID: .VBLK080721 Matrix: (soil/water) SOIL Lab File ID: G08233.D Sample wt/vol: 10.0 (g/ml) G Date Sampled: 7/16/2008 % Moisture 0 Date Analyzed: 7/21/2008_.. .,,Soil Extract Volume: (uL) Dilution Factor: 1.0 Analyst's Initials: MM Soil Aliquot Volume: (uL) CAS NO. COMPOUND UNITS: UG/KG Q 100-41-4 Eth (benzene 50 U 1330-20-7 m & -X lene 100 U 95-47-6 o-X lene 50 U .100-42-5 Styrene 50 U .75-25-2 Bromoform 50 U , 98-82-8 Isopropylbenzene 50 - U 79-34-5 1 4 2 2-Tetrachloroethene 50 U 108-86-1 Bromobenzene 50 U ,96=18-4 1. 2 3-Trichloro ro ane 50 U 95-49-8 2-Chlorotoluene 50 U 103-65-1 n-Propylbenzene 50 U 108-67-8 1 3 5-Trimeth lbenzene 50 U 106-43-4 4-Chlorotoluene 50: U 98-06-6 tert-Bu lbenzene 50 U -95-63-6 1 2,4-Trimeth lbenzene 50 U 135-98-8 sec-But lbenzene 50 U ."99-87-6 p-Isopropyltoluene 50 U 75-87-3 Chloromethane 50 U 75.=65-0 tert butyl alcohol 1000 U 541-73-1 13-Dichlorobenzene 50- U 109-99-9 Tetrah drofuran 50 U 106-46-7. IA-Dichlorobenzene 50 U 60-29-7 Diethyl Ether 50 U 104-5178 n-Butylbenzene 50 U 95-50-1 12-Dichlorobenzene 50 U 96-12-8 1 2-Dibromo-3-chloro ro ane 50 U 1,20-82-1 1,2 4-Trichlorobenzene 50 U 87-68-3 Hexachlorobutadiene 50 U 91-20-3 Naphthalene 50 U. 87-61-6 1 2 3-Trichlorobenzene 50 U V=not detected,D=diluted,E=over range(another data sheet is included),J=below limit,B=found in blank New England Testing Laboratory, Inc. Page 24 of 40 NiFUT eB VOLATILE ORGANICS ANALYSIS DATA SHEET 3 Case No.: T0717-22 Client Name: Maguire Group Method: 8260 Lab Sample ID: VBLK080724 Matrix: (soil/water) SOIL Lab File ID: G08303.D Sample wt/vol: 10.0 (g/ml) G Date Sampled: 7/16/2008 6/6 Moisture 0 Date Analyzed: 7/24/2008- Soil Extract Volume: (uL) Dilution Factor: 1.0 Analyst's Initials: mgf Soil Aliquot Volume: (uQ CAS NO. COMPOUND UNITS: UG/KG Q 75-01-4 Vinyl Chloride 50 U 74-83-9 Bromomethane 50 U 75-00-3 Chloroethane 50 U 67-64-1 Acetone 250. U 75-34-4 . 11-Dichloroethene 50 U 75-15-0 Carbon Disulfide 50 U 75-09-2 Methylene Chloride 50 U 1634-044 tert-But I methyl ether 50 U 156-60-5 trans-1 2 Dichloroethene 50 U 75-34-3 11-Dichloroethane 50 U 78-93-3 2-Butanone 250 U 594-26-7 2 2-Dichloro ro ane .50 U 156-59-2 cis-1;2-Dichlor.oethene 50 U 67-66-3 Chloroform 500 U 74-97-5 Bromochloromethane 50 U 71-56-6 11 .1-Trich1oroethane. 50 U 563-58-6 1 1'-Dichloro ro ene 50 U 56-23-5 _ Carbon Tetrachloride 50 U 7 -43-2. Benzene 50 U - 107-06-2 12-Dichloroethane 50 U 79-0.1-6 Trichloroethene 50 U 78-87-5 1 2-Dichloro ro ane 50 U 75-27-4 Bromodichloromethane 50 U 74-95-3. Dibromomethane 50 U 108-10-1 4-Meth I-2- entanone 250 U 106-93-4 Ethylene Dibromide 50 U 10061-01-5 cis-1 3-Dichloro ro ene 50 U 1.08-88-3 Toluene 50 U 10061-02-6 Tr6ns-1 3-Dichloro ro ene 50 U 79-00-5 112-Trichloroethane 50 U 591-78-6 2-Hexanone. 250 U 127-1.8-4 Tetrachloroethene 50 U .124-48-1 Chlorodibromomethane 50 U 108-90-7 C.hlorobenzene 56 U 630-20-6 1112-Tetrachloroethane 50 U U=not detected,D=diluted,E=over range(another data sheet is included),J=below limit,B=found in blank New England Testing Laboratory, Inc. Page 25 of 40 NELrr L AB VOLATILE ORGANICS ANALYSIS DATA SHEET Case No.: T0717-22 Client Name: Maguire Group Method: 8260 Lab Sample ID: VBLK080724 Matrix: (soil/water) SOIL tab File ID: G08303.D Sample wt/vol: 10.0 (g/ml) G Date Sampled: 7/16/2008 % Moisture 0 Date Analyzed:. 7/24/2008 Soil Extract Volume: (uL) Dilution Factor: 1.0 Analyst's Initials: mgf Soil Aliquot Volume: (uL) CAS NO. COMPOUND UNITS: UG/KG Q 100-41-4 Eth (benzene 50 U 1330-20-7 m & -X lene 100 U 95-47-6 o-X lene 50 U 100-42-5 Styrene 50 U 75-25-2 Bromoform 50 U 08-82-8 Isopropylbenzene 50 U 79-34-5 1 1 2 2-Tetrachloroethene 50 U 108-86-1 Bromobenzene 50 U 96A 8-4 .1 2 3-Thchloro ro ane 50 U 95-49-8 2-Chlorotoluene 50 U 103-65-1 n-Pro . lbenzene 50 U 108-67-8 1 3 5-Trimeth lbenzene 50 U 106-43-4 4-Chlorotoluene 50 U 98-06-6 tert-Butylbenzene 50 U 95-63-6 1 2 4-Trimeth lbenzene 50 U . 135-98-8 c sec-But lbenzene 50 U 99-87-6 Iso -ro ltoluene 50 U' '.75-87-3 Chloromethane 50 U -75=65-0 tert butyl alcohol 1000 U 541-73-1 13-Dichlorobenzene 50 U 109-99-9 Tetrah drofuran 50 U 106-46-7 14-Dichlorobenzene 50 U 60-29-7 Diethyl Ether 50 U. 104-51-8 n-Butylbenzene 50 U 95-50-1 .12-Dichlorobenzene 50 U 96-12-8 1 2-Dibromo-3-chloro ro ane 50' U 120-82-1 1 2 4-Trichlorobenzene 50 U 87-68-3 Hexachlorobutadiene 50 U 91-20-3 Naphthalene. 50 U 87-61-6 1 2 3-Trichlorobenzene 50 U U=not detected,D=diluted,E=over range(another data sheet is included),J=below limit,B=found in blank New England Testing Laboratory, Inc. Page 26 of 40. Nan L AB 2B Z� SOIL VOLATILE SYSTEM MONITORING COMPOUND RECOVERY Lab Name: New England Testing Lab Contract: Hyannis Harbor Dr Lab Code: R1010 Case No.: T0717-22 SAS No.: SDG No.: Maguire G Level: (low/med). MED EPA SMC1 SMC2 SMC3 TOT SAMPLE NO. # # # OUT 01 WLCS080721 98 101 83 0 02 -VBLK080721 101 100 .97 0- 03 6ORE1 91 98 86 0 04 VLCS080724 97 99 84 0 05 VBLK080724 96 94 .92 0 06 CORE 96 98 102 0 QC LIMITS SMC1 = 4-Bromofluorobenzene (70-130) SMC2 = Toluene-D8 (70-130) SMC3 = 1,2-Dichloroethane-D4 (70-130) #Column to be used to flag recovery values *Values outside of contract required QC limits D System Monitoring Compound diluted out New England Testing Laboratory,Inc. page 1 of 1 FORM II VOA-2 Page 27 of 40 NELTt LAB Z� Volatile Organics Laboratory Control Spike Date Analyzed:07/21/08 Sample ID:VLCS080721 Spike Spike Recovery, Lower Control Upper Control lCompound Added(ug/L) Result (ug/L) % Limit,% Limit,% -.1,1-D.ichloroethene 50.0 48.3 97 70 130 Benzene 50.0 49.1 98 70 130 Trichloroethene .50.0 48.4 97 70 130 Toluene 50.0 46.2 92 70 130 Chlorobenzene 50.0 47.1 94 70 130 Page 28 of 40 NErTLLAB Volatile Organics Laboratory Control Spike Date Analyzed:07/24/08 Sample ID:VLCS080724 Spike Spike Recovery, tower Control Upper Control Compound Added(ug/L) Result (ug/L), % Limit,% Limit,% 1,1-Dichloroethene 50.0 52.5 105 70 .130 Benzene 50.0 52.4 105 70 130 Trichloroethene 50.0 50.5 101 70 130 Toluene 50.0 49.8 100 70 130 Chlorobenzene 50.0 49.6 99 70 130 Page 29 of 40 RESULTS: EXTRACTABLE PETROLEUM HYDROCARBONS Results for EPH analysis are presented in the following section. Each page is electronically signed.In the hardcopy report,two signatures appear on the approval line—the electronic signature and the handwritten signature. r Page 30 of 40 SAMPLE INFORMATION Matrix Amienns XSnil Sediment Other. Containers X Satisfactory . Broken Leaking: Aqueous Preservatives X N/A DH<2 pH>2 Comment: Temperature X Received on Ice X Received at 4°C Other: Extraction Method Water: Soil: Soxhlet . EPH ANALYTICAL RESULTS Method for Ranges:MADEP EPH 98-1 Client ID Core 1 Method for Target Analytes: Lab ID T0717-22 EPH Surrogate Standards Date Collected 7/16/08 Aliphatic: Chlorooctadecane Date Received 7/17/08 Aromatic: o-Terphenyl Date Extracted 7/21/08 EPH Fractionation Surrogates Date Analyzed 7,'21/08,7/22/08 2-Fluorobiphenyl Dilution Factor 1X 2-Bromona hthalene %Moisture(soil) 26.3 RANGE/TARGET,ANALYTE RL Units Unadjusted CI I<C22 Aromatics 10.0 mg/Kg _ <10.0 Naphthalene 0.02 mg/Kg Diesel PAH 2-Methylnaphthalene 0.02 mg/Kg <0.02 Analytes Phenanthrene 0.02 mg/Kg Acenaphthylene 0.02 mg/Kg <0.02 _ Acenaphthene 0.02 mg/Kg <0.02 , Fluorene 0.02 mg/Kg <0.02 Anthracene 0:02 mg/Kg <0.02 Fluoranthene 6.02 mg/Kg 0.08 Other Pyrene 0.02 mg/Kg 0.11 Target PAH Benzo(a)anthracene 0.02 mg/Kg . 0.08 Analytes Chrysene 0.02 mg/Kg 0.08 Benzo(b)fluoranthene 0.02 mg/Kg 0.04 Benzo(k)fluoranthene 0.02 mg/Kg 0.06 Benzo(a)pyrene 0.02 mg/Kg 0.07 Indeno(1,2,3-cd)pyrene 0.02 mg/Kg <0.02 Dibenzb(a,h)anthracene 0.02 mg/Kg <0.02 Benzo(g,h;i)perylen.e 0.02 mg/Kg <0.02 C9-C18 Alithatic HWrocarbons 10.0 mg/K2 <10.0 C19-C36 Aliphatic Hydrocarbons' 10.0 mg/K2 <10.0 Cll-C22 Aromatic Hydrocarbons1,Z 10.0 mg/Kk <10.0 Aliphatic Surrogate%Recovery 76 Aromatic Surrogate%Recovery gg Samule Surrogate Acceptance Range 40-440% Fractionation Surrogate%Recovery 70. Fractionation Surrogate%Recovery 81 Fractionation Surrogate Acceptance Range 40-140% 'Hvdrocarbon Ranee data exclude concentrations of anv surroeate(s)and/or internal standards ell!tine in that ranee 'Cl 1-C22-Aromatic'H drocarbons exclude the concentration of Target PAH Analytes CERTIFICATION Were all QA/QC procedures REQUIRED by the EPH Method followed? X Yes _ No Details Attached Were all performance./acceptance standards for the required QA/QC procedures achieved? X Yes _ No-Details Attached Were.any significant modifications made to the EPH method,as specified in Section 11.3? X No _ Yes-Details Attached I attest under the pains and penalties ofperjury that,based upon my inquiry of those individuals immediately responsible for obtaining the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. SIGNATURE: POSITION: Laboratory Director PRINTED NAME: Richard Warila DATE: 7/292008 Page 31 of 40 SAMPLE INFORMATION Mnirix Amiennc . X Snil Sediment Other: Containers X Satisfactory . Broken Leaking: Aqueous Preservatives X N/A pH<2 uH>2 Comment: Temperature X Received on Ice X Received at 4 C Other: Extraction Method Water: . Soil: Soxhlet EPH ANALYTICAL RESULTS Method for Ranges:MADEP EPH 98-1• Client ID Core 2 Method for Target Analytes: Lab ID T0717-22 . EPH Surrogate Standards Date Collected 7/16/08 Aliphatic: Chlorooctadecane . Date Received 7/17/08 Aromatic: o-Terphenyl Date Extracted 7/21/08 EPH Fractionation Surrogates Date Analyzed 7/21/08,7/22/08 2-Fluorobiphenyl Dilution Factor, 1X 2-Bromona hthalene %Moisture soil 21.0 RANGE/TARGET ANALYTE RL Units Unadjusted CI I-C22 Aromatics' 10.0. mg/Kg <10.0 Naphthalene 0.02 mg/Kg <0.02 Diesel PAH 2-Methylnaphthalene 0.02 mg/Kg <0.02 Analytes Phenanthrene 0.02 mg/Kg <0.02. Acenaphthylene. .0.02 mg/Kg <0.02 Acenaphthene 0.02 mg/Kg <0.02 Fluorene 0.02 mg/Kg . <0.02, Anthracene 0.02 mg/Kg <0.02 Fluoranthene 0.02 mg/Kg <0.02 Other Pyrene 0.02 mg/Kg <0.02 Target PAH Benzo(a)anthracene 0.02 mg/Kg <0.02 Analytes Chrysene 0.02 mg/Kg <0.02 Benzo(b)fluoranthene 0.02 mg/Kg` <0.02 Benzo(k)fluoranihene ` 0.02 mg/Kg <0.02 Benzo(a)pyrene 0.02 mg/Kg. .<0.02 Indeno(1,2,3-cd)pyrene 0.02 mg/Kg <0.02 Dibenzo(a,h)anthracene .0.02 mg/Kg <0.02 1 Benzo(g,h,i)perylene 0.02 mg/Kg <0.02 C9-C18 Aliphatic Hydrocarbons' 10.0 mg/Kg <10.0 C19-C36 Aliphatic Hydrocarbons' 10.0 mg/Kg <10.0 Cl1-C22 Aromatic Hvdrocarbons',2 10.0 mg/Ka <10.0 Aliphatic Surrogate%Recovery 67 Aromatic Surrogate%Recovery 47 Sample Surrogate Acceptance Range 40-1400 -Fractionation Surrogate%Recovery 48- Fractionation Surrogate%Recovery 51 Fractionation Surrogate Acceptance Range 40-140% 'Hvdrocarbon Ranee data exclude concentrations of anv surrogate(s)and/or internal standards eluting in that ranee ZCI I-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes' CERTIFICATION Were all QA/QC procedures REQUIRED by the EPH Method followed? X Yes _ No-Details Attached Were all performance/acceptance standards for the required QA/QC procedures achieved? X Yes _ No-Details Attached Were any significant modifications made to the EPH method,as specified in Section 11.3?-, X No _ Yes-Details Attached 1 attest under the pains and penalties of perjury that,based upon.my inquiry of those individuals immediately responsible for obtaining the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. SIGNATURE: POSITION: Laboratory,Director PRINTED NAME: Richard Warila DATE: 7/25/2008 Page 32 of 40 SAMPLE INFORMATION Matrix Annernic X Cnil Cediment Other: Containers Satisfactory Broken Leaking: Aqueous Preservatives X N/A 1)H<2 pH>2 Comment: Temperature Received on Ice Received at 4°C Other: Extraction Method Water: Soil: Soxhlet EPH ANALYTICAL RESULTS Method for Ranges:MADEP EPH 98-1 Client ID Method Blank Method for Target Analytes: Lab ID T0717-22 EPH Surrogate Standards Date Collected NA Aliphatic: Chlorooctadecane. Date Received NA Aromatic: o-Terphenyl Date Extracted 7/21/08 EPH Fractionation Surrogates Date Analyzed 7/21/08 ,2-Fluorobiphenyl Dilution Factor ix 2-Br6m6na hthalene %Moisture(Soil) NA RANGE/TARGET ANALYTE RL Units Unadjusted CI I-C22 Aromatics' 10.0 mg/Kg <10.0 Naphthalene 0.02 mg/Kg <0.02 Diesel PAH 2-Methylnaphthalene 0.02 mg/Kg <0.02 Analytes Phenanthrene 0.02 mg/Kg <0.02 Acenaphthylene 0.02 mg/Kg <0.02 Acenaphthene 0.02 mg/Kg <0.02 Fluorene 6.02 mg/Kg. <0.02 Anthracene 0.02 mg/Kg <0.02 Fluoranthene 0.02 mg/Kg <0.02 Other Pyrene. 0.02 mg/Kg , <0.02 Target PAH Benzo(a)anthracene 0.02 mg/Kg <0.02 Analytes Chrysene 0.02 mg/Kg <0.02 Benzo(b)fluoranthene 0.02 mg/Kg' <0.02 Benzo(k)fluoranthene 0.02 mg/Kg <0.02 Benzo(a)pyrene 0.02 mg/Kg <0.02 Indeno(1,2,3-cd)pyrene 0.02 mg/Kg <0.02 Dibenzo(a,h)anthracene 0.02 mg/Kg <0.02 Benzo(g,h,i)perylene 0.02 mg/Kg <0.02 C9-C18 Aliphatic Hydrocarbons' 10.0 m <10.0 C19-C36 Aliphatic Hydrocarbons' 10.0 mg/Ka <10.0- Cl I-C22 Aromatic Hvdrocarbons''2. 10.0 mg/K2 <10.0 Aliphatic Surrogate%Recovery 83 Aromatic Surrogate%Recovery 82 Sample Surrogate Accentance.Ranee 40-140% Fractionation Surrogate%°Recovery 66 Fractionation Surrogate%Recovery 49 Fractionation Surrogate Acceptance Ranee 40-140% 'Hvdrocarbon Ranee data exclude concentrations of anv surroeate(s)and/or internal standards elutine in that ranee 'Cl 1-C22Aromatic Hydrocarbons exclude the concentration of Tar et PAH Analytes CERTIFICATION . Were all QA/QC procedures REQUIRED by the EPH Method followed?. X Yes _ No-Details Attached Were all performance/acceptance standards for the required QA/QC procedures achieved? X Yes _No-Details Attached Were any significant modifications made to the EPH method,as specified in Section 11.3? X No _ Yes-Details Attached I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtaining the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. SIGNATURE: POSITION: Laboratory Director PRINTED NAME: Richard Warila DATE: 7/25/2008 Page 33 of 40 f -- Spike Recovery and RPD Summary Report - WATER Method R:\2\METHODS\ALI.M (Chemstation Integrator) Title Last Update : Tue Jul 22 08 : 54 :57 2008 Response via : Initial Calibration Non-Spiked Sample: F072121.D Spike Spike Sample Duplicate Sample File ID : F072122 .D F072123 .D Sample LES 7-21 HX I LESD 7-21 HX Acq Time: 22 Jul 2008 12 : 02 am 22 Jul 2008 12 :33 am -------------------------------------------------------------------------- Compound Sample , Spike Spike Dup Spike Dup- RPD QC Limits Conc Added Res Res Rec %Rec RPD % Rec ------------------------------------------------------------- --- ---------- Nonane ( 0 . 0 40 18 18 45 45 2 25 1 30-1401 Tetradecane 0 . 0 40 36 32 89 79 12 25 1 40-1401 Nonadecane ( 0 . 0 40 34 35 85 87 2 25 1 40-1401 Eicosane 0 . 0 40 35 37 87 93 6 25 1 40-1401 , Octacosane. 0 .0 40 � , 34 35 1 84 87 4 25 ( 40-1401 ------------------------------------------------------------------------ # - Fails Limit Check ALI.M Wed Jul 23 144.55:58 2008 ' Page 34 of 40 Spike Recovery and RPD Summary Report - WATER Method R: \2\METHODS\ARO.M (Chemstation Integrator) Title Last Update Wed Jul 23 08 :36 : 02 2008 Response .via r. Initial Calibration '. Non-Spiked Sample: F072109 .D Spike Spike Sample Duplicate Sample ------------- File ID : F072138 .D F072111.D Sample LES 7-21 ME LESD 7-21 ME Acq Time: 22 Jul 2008 9:16 am 21 Jul 2008 5:25 pm ---------------------------------------------------------------------=----- Compound Sample Spike Spike Dup Spike , Dup RPD QC Limits .Conc Added Res Res `sRec %Rec RPD % Rec ------------------------ Napthalene 1 0 . 0 40 21 22 52 54 4 25 1 40-1401 2 methyl napthalene 0 . 0 40 22 20 55 51' 9 25 1 40-1401 Acenapthene 0 . 0 40 32 30 79 75 6 2.5 1 40-1401 Anthracene 0 .0 40 32 31 81 77 6 25 40-1401 ' Pyrene 0 . 0 40 35 33 .87 82 6 25 40-1401 , Chrysene 0 . 0 40 35 33 87 1 .84' 1 4 1 25 1 40-1401 # - Fails Limit Check ARO.M. Wed Jul 23 14 :57 :10 2008 Page 35,of 40 Client: 'New England Testing Labs �oTestin Project: T0717-22 „Y Location: - Project No: GTX-8370 express Boring ID: --- Sample Type: jar Tested By: ap a subsidiary of Geocomp Corporation Sample ID:Core 1 Test Date: 07/24/08 Checked By: jdt Depth : --- Test Id: 135318 Test Comment: --- Sample Description: Moist, black silty sand Sample Comment: --- Particle Size Analysis - ASTM .D 422-63 (reapproved 2002) Ln 1,� o N � N 100 # # # # # # # 90 :I 1 I - 70 60 C i9 50 U - ' - 40 - 1 30 I I 1 1 1 1 l 1 20 .. . . . .... .. . .... . . . �.. 1 . _ . .I., . . . • 1 I 1 1 - 1 - 1 1 10 - 0 1000 100 10 1 0.1 0.01 0.001 Grain Size(mm) %Cobble %Gravel %Sand %Sift&Clay Size 1.3 85.3 13.4 Siege Mame Steve Stze, 'Percent Finer Sped Perceri! compl�e Coefficients rttm Dss=0.7487 mm D3o=0.2091 mm 0.375 in 9.50 100 #4 4.75 99 D60=0.3962 mm D15=0.0918 mm # #20 0.85 90 0 2.00 97 D5o=0.3270 Mm Dio=0.6099 mm- � �- #40 0.42 64 Cu =N/A Cc =N/A #60 0.25 36. Classification 9100 � 0.15 19 ASTM N/A . #200 - 0.075 13 - parllde;Slze fnvn7;��: Percent Flfier Sp@c Percent ; Compl[es 0.0356 12 AASHTO Silty Gravel and Sand (A-2-4(0)) --- - 0.0225 11. ••. 0.0128 30 --• 0.0093 10 Sample/Test Description - -- 0.0066 8 Sand/Gravel Particle Shape : ROUNDED 0.0047 7 Sand/Gravel Hardness : HARD ••• 0.0033 5 - --- 0.0014 3 J printed 7/29/2008 1:12:53 PM —"— - - - - Page 36 of 40 Client: New England Testing Labs ��������� Project: TO717-22 express Location: Project No: GTX-8370 Boring ID: --- Sample Type: jar Tested By: ap a subsidiary of Geocomp Corporation Sample ID:Core 2 Test Date:_ 07/24/08 Checked By: jdt Depth : --- Test Id: 135319 Test Comment: --- Sample Description: . Moist, black sand with silt Sample Comment: --- Particle Size Analysis - ASTM D 422-63 (reapproved 2002) Ln o 0 0 � O� N 100 90 �. . , . . . . . . .:� . . . i i i r i i i 80 :70 �. . , . . - ..� , i 60 LL 50 . . .�. . �. .� 30 . . . . . . .i . .� 20 ... . . . . .. ,. . . . . �. - i; . . . .� . . . . . . . .10 ,. . . , . . .. . . .:... . .. .. . . . . , 0 1000 100 10 1 0.1 .0.01 0.001 Grain Size(mm) %Cobble %Gravel %Sand %Sift&Clay Size 14.6 77.0 8.4 $texeName SCeVeSae, ;PeFcelltFrnel Spec Peri:Bpt Ggmplles Coefficients nro D85=4.5560 mm D3o=0.3247 mm 0.375 in 9.50 100 - #4 4.75 as D60=0.7640 mm Dis=0.1828 mm #10 . z:oo 76 D5o=0.5732 rAm Dio=0.1087 mm #20 0.85 64 #40 0.42 40 Cu =7.029 Cc =1.270 #60 0.25 21 Classification #100 6.1s a ASTM N/A #200 0.075 e - - Partltle;51$e(mm) Percent FBIeY Spec Percer�:-,., Compiles i! ' ; 0.0332 a AASHTO Stone Fragments, Gravel and Sand 0.0233. 7 (A-1-b (0)) --- 0.0134 b .. --- 0.0095 5 Sample/Test Description --- 0.0067 4 Sand/Gravel Particle Shape : ROUNDED 0.0048 3 Sand/Gravel Hardness : HARD --- 0.0034 1 3- -- 0.0014 1 2 printed 7/29/2008 1:13:51 PM Page 37 of 40 Custody Records NEXIIJAB ---LY'--New England Testing Laboratory, Inc. Page 38 of 40 N:M ENGLAND TESTING LABORATORY, INC. �O.111 v 1254 Douglas Ave. North Providence,R102904 CHAIN OF CUSTODY RECORD 1-888-863-8522 PROJ.NO. PROJECT NAMEILOCATION e S' G P R CLIENT E A R h REPORT TO: au S T NO. A ti INVOICE TO: E .1 H OF T C G. O L R. CONTAINERS V REMARKS S E DATE TIME M A SAMPLE I.O. P B i i Sampled by:(Signature) DatwTIme Received by:(Signature) DalwTime Laboratory Remarks: Special Instructions: Temp.received: List Speck Detection YW 6 Ail Cooled-I Limit Requirements: Tj� eitnquished by:(Sign- e) Datefrime Received igna DateTme _ 7117 101 a-0 -7 1+ 10;; b Relinquished by:(Signature) Date/Time' Rr for La` ry by:(Signature) DateTme N � t o Turnaround(Business Days) i 314 CMR: DIVISION OF WATER POLLUTION CONTROL 9.07: continued (a) No chemical testing shall be required if the sediment to be dredged contains less than 10%by weight of particles passing theNo.200 U.S.Standard Series Testing Sieve(nominal opening 0.0029 inches),and if the required"due diligence"review demonstrates,to the Department's satisfaction,that the area is unlikely to contain anthropogenic concentrations of oil or hazardous materials. (b) In all other instances, chemical and physical testing shall be conducted and the information provided in writing to the Department. When characterizing dredged material, the applicant shall: 1. Consider available analytical information from prior dredging projects conducted at, or locations proximal to,the area proposed to be dredged. 2. Select sampling locations in a manner that ensures that representative information is obtained about the volume,polential contamination,grain-size distribution and total organic carbon of the sediment to be dredged. 3. Evaluate and delineate areas of potentially elevated contamination, based on proximity to outfalls,tributaries, industrial discharges or sources, boat-maintenance activities or historical spills of oil or hazardous materials. In such areas,samples shall not be composited but analyzed separately. 4. For projects up to 10,000 cubic yards,one core for every 1000 cubic yards of dredged material shall be collected. Up to three cores may be composited to create a single . sample,provided: a: The grain-size distribution and likelihood of contamination are similar based on depositional characteristics,spill history,and location of point source discharges- b. Cores are composited from the same reach;and c. Samples collected for analysis of volatile compounds are obtained from an individual core and not composited from multiple cores. For all projects,a minimum of two representative samples shall be characterized physically and chemically. 5. For projects over 10,000 cubic yards,the applicant shall develop a project-specific sampling and analysis plan, taking into account the likely requirement for the alternative(s)being considered for management of the dredgedmaterials.Thisplanshall be submitted in draft form to the Department for review and,eattimentas,part ofthe`pre- applicmion S. �6. At a minimum, sediment shall be analyzed for the following parameters unless specifically exempted by the Department: Reporting Limit Parameter' mg/kg(dry weight)— unless otherwise noted' rsenic 0.5 yCadmium 0.1 hromium 1.0 o er 1.0 ad 1.0 ercu 0.02 icke1 1.0 nc 1.0 of clic Aromatic Hydrocarbons PAHs) 0.02 G olychlorinated Biphenyls(PCBs)-by NOAA Q �� ummation o Congeners 0.01 Ira Petroleum H drocarbons 25 Volatile Organic Com unds(VOC)' 0.1 otal Organic Carbon 0.1%. ercent Water 1.0% ol( axici Characteristic Leaching Pro As applicable rain Size Distribution—wet sieve(ASTM Sieve Nos.4, 70,40, �Ql\ 422) 60,200 r The applicant shall use the results of the due diligence review to determine whether additional parameters should also be analyzed. l?/26/2006 314 CMR 249 Page 40 of 40 Page 1 of 2 bcloutier From: Chin, Ken (DEP) [Ken.Chin@state.ma.us] Sent: Thursday, August 13, 2009 10:17 AM To: bcloutier Subject: RE: Hyannis Slip Improvement Dredging Material Disposal Attachments: BRP ww07 08 09 form.doc Bill, The chemical data provided in the application indicated it is less than S-1 soil standards. However, Condition No. 8 required additional sampling which the Steamship has not done. You need to acknowledge the additional sampling requirement in your amendment request and will provide the data to the Department for review prior to transporting the dredged material to Cape Cod Aggregate. Attached is BRP WW 09 Form for your use. You need to incorporate the below requirements in your amendment request and you also need to clearly state how Cape Cod Aggregate will "use"this material. Upland Placement of dredged material in any upland area as fill or for other reuse activities,provided the concentrations of oil and hazardous material in the dredged material are less than the S-1 soil standards applicable at the receiving location as specified in 310 CMR 40.0975, that the material is not otherwise a hazardous waste and will not adversely affect an existing public or private potable water supply, provided that: The material is dewatered prior to transportation from the site of dredging and any Intermediate Facilities to the reuse location; . The material is managed, transported, and placed at the receiving location in compliance with the requirements of 314 CMR 9.07; The applicant provides the following information with the 401 Water Quality Certification application or amendment request: a. for the property at which the dredge material is proposed to be reused: is the name and address of the owner of the property, ii. the name and address of the person proposing to reuse the material , if different than the owner of the property, iii. the address of the property, and iv. .a United States Geological Survey Topographic Map showing the location of the property. v. Site map clearly showing the final placement location of the dredged material b. a description of the proposed reuse for the material, including but not limited to, the volumes and schedule for the activity; c. a physical and chemical characterization of the material and the soil at the receiving location 8/13/2009 Page 2 of 2 within and adjacent to the footprint of the proposed area where the material is to be placed; d. a statement of certification signed by the applicant and the owner of the property at which the dredge material is proposed for reuse that the reuse of the material complies with the provisions of 314 CMR 9.07(9) and 314 CMR 9.07; and e. Documentation that the Board of Health of the community(ies) within which the property(ies) are located that the dredged material is proposed for placement has been in writing of the proposal. Regards. Ken Chin From: bcloutier [mailto:bcioutier@steamshipauthority.com] Sent: Thursday, August 13, 2009 9:20 AM To: Chin, Ken (DEP) Subject: Hyannis Slip Improvement Dredging Material Disposal Ken; ` Have you had a chance to look at the file X224763 for disposing the material at Cape Cod Aggregates site as fill material. Mark Bakers DEP Southeast Region is waiting on a call from me on the disposition of the BUD. We may use it at another site depending on your determination. Regards, Bill 8/13/2009