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1734 FALMOUTH ROAD/RTE 28 - Health
1734 Falmouth Road Centerville A = 189-132 a` is i x UPC 92534 Igo,2-163L mar► f, R e f I f a x l ��� c^ __ r... r Tighe&Bond G-0574 March 18, 2016 www.tighebond.com r Thomas K. Lynch Town of Barnstable - Town Manager's Office 367 Main Street, Hyannis, MA 02601 Re: Submittal of a Permanent Solution Statement Mobil Station 1734 Falmouth Road Centerville, MA RTN 4-23866 Dear Mr. Lynch: In accordance with the Public Notification Procedures of the Massachusetts Contingency Plan 310 CMR 40.1403, we are hereby notifying you of submittal to he Massachusetts Department of Environmental Protection (MassDEP) of:a Permanent Solution Report with No Conditions for the above referenced site. No potential exposure pathways through air, groundwater, or surface water,were identified With respect to any residual petroleum impacts that remain at the site. With respect to soil, the residual petroleum impacts are located at depth and beneath either asphalt or concrete, therefore the only potential exposure pathway identified was to a construction worker. The area is supplied with drinking water by the municipal system and there are no known private drinking water wells located within 500 feet of the release area. Therefore, a condition of No Significant Risk exists at the site and a Permanent Solution with No Conditions is appropriate for this release. A copy of the Permanent Solution Report with No Conditions is available for public review at the Southeast Regional File . Facility of the Massachusetts Department of Environmental Protection (MassDEP) at 20 Riverside Drive, Lakeville, Massachusetts.or online at the MassDEP web-site (http://12ublic.del2.st6te.ma.us/wsc viewer/main.aspk). Public file review sessions are conducted Tuesdays and Wednesdays from 9:00 a.m. to 11:30 a.m. and 2:00 p.m. to 4:30 p.m. For more information about file review, please contact the file review facility at(508) 946-2718. 4:Barlows Landing Road,Unit#15 Pocasset; MA 02559 •. Tel 508.564.7285 • Fax 508.564.4298 If you have any questions or comments relative to this correspondence, please feel free to contact the undersigned at your earliest convenience at (508) 564-7285. Very truly yours, TIGHE & BOND, INC. Michael E. Martin Project Manager Copy: Mr.Thomas A. Mckean- Barnstable Board of Health Massachusetts DEP-Southeast Regional Office Steven Charron-Global Montello Group Corp. -2- Tighe&Bond Number Fee 1128 THE COMMONWEALTH OF MASSACHUSETTS $1oo.00 Town of Barnstable Board of Health This is to Certify that ALLTOWNCENTERVILLE(MOBIL STATION) 1734 FALMOUTH ROAD, CENTERVILLE,MA 02632 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ----------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to,and and expires 6/30/2014 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 3/27/2014 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health � - . - -- - - — --- --- -_--- -- i3arnstabie Regulatory Services Department krAnrg . Public Health DivisionXAM ? 200 Main.Street, Hyannis MA 02601 2007 Office: 508-862-464A Thomas F.Gciler,Director FAX: 508-740-63o4 Thomas A.McKean,CHO =ApplricationFee: c t ASSESSOk�S Ii'L�-.�\rD PARCEL NO. DATE APPLICATION FOR PEWW1 T.TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF kZ-'--L g US MATERIALS FULL NAME OF APPLICANT I br--��—G� NA'b11E OF EST.�BLISHNIENT ���/o►.�J � C,-fi✓1 [-�.�'.✓� !it� C !l�'1�0�� S�-d�t Tav i ADDRESS OF ESTABLISHMENT 1 �'3 y � /��,6 r� „� lie TELEPHONE NUMBER SOLE OWNERS YES NO IF APPLICANT IS A PARTNERSHIP,FULL NANIE AND HOME ADDRESS OF ALL ' PARTNERS: IF APPLICANT IS A CORPORATION; FEDERAL IDENTIFICATION NO.Q ( --3 VV- .3o,2 9- STATE OF ENCORPO.RATION FULL NAME AND HOME ADDRESS OF; PRESIDENT 4. TREASURER CLERK SIGNATURE OF APPLICANT RESTRICTIONS: HOME ADDRESS HOME TELEPHONE 7:linspection handouts,Haz Mat AppHcation200800C Town of Barnstable THE Regulatory Services * * Thomas F. Geiler,Director * BAMSTABM F'�: �.�A Licensing Authority ° 200 Main Street Hyannis,MA 02601 www.town.barnstable.ma.us Telephone: (508) 862-4674 Fax: (508) 778-2412 MEMORANDUM To: Linda Hutchenrider, Town Clerk Subject: Global Montello Group, 1734 Falmouth Road, Centerville From: Christine Ade for Tom Geiler Date: May 23, 2012 Linda, Mr. Geiler has advised me that after reviewing the attached package and speaking with you about the above holder of a License for the property at 1734 Route 28, Centerville, MA for storage of flammable and combustible liquids, flammable gases and solids, that you have agreed to administratively amend the license and your records to reflect four (4) tanks at that property with a total of 30,000 gallons as follows: 1 - 10,000 gas 1 - 8,000 gas '1 - 7,000 gas 1 - 5,000 diesel Please return the attached package to the applicant, Dan Berry, at Global Montello Group, c/o Alliance Energy, 404 Wyman Road., Suite 425, Waltham, MA 02451, along with the amended License. Thank you. be '. � �- �aAt-A� a Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1 1734 FALMOUTH RD. � Property Address -r MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any i!way. Please see completeness checklist at the end of the form. GER Tj,. Important: A. General Information m o When filling out forms on the computer,use �q A4J+ s jM only the tab key 1. Inspector: to y9 �y9 to move your CHRISTIAN A ZAHNER IVyy`' mF cursor-do not use the return Name of Inspector �2 s � key. BAYSTATE SEWAGE DISPOSAL, INC. A Company Name rQ 105 KINGMAN ST Company Address LAKEVILLE MA r M347 "O City/Town State Zip Code . 508-947-2636 S 13606 s Telephone Number License Number B. Certification =v rp, certify that I have personally inspected the sewage disposal system at this address and that they-, information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ❑ Passes ❑ Conditionally Passes ® Fails ❑ Needs Further Evaluation by the Local Approving Authority 06/30/2010 Inspecto` S' ure Date. The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. **' This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 j� Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. CitylTown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired.The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ° M 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 1 r s Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: d Yes No Backup of sewage into facility or system component due to overloaded or ® ❑ clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ® ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ® ❑ Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 ' Commonwealth of Massachusetts L Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 1 0,000g pd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area— IWPA)or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): (Sins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. CityfFown State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ❑ No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available(last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ❑ No Last date of occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment: GAS STATION/ RETAIL Design flow(based on 310 CMR 15.203): UNKNOWN Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): ISLANDS/SQ.FT. Grease trap present? ❑ Yes ® No Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ® No Water meter readings, if available: N/A t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 ' Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: CURRENT Date Other(describe below): General Information Pumping Records: Source of information: UNKNOWN Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments nM 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: UNKNOWN Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 27"feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): JOINTS ARE GOOD. VENTING IS GOOD. NO EVIDENCE OF LEAKAGE. Septic Tank(locate on site plan): Depth below grade: 18"feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 10'X 5'X 4' Sludge depth: 6" t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 28" Scum thickness 4 Distance from top of scum to top of outlet tee or baffle 4" Distance from bottom of scum to bottom of outlet tee or baffle 10" How were dimensions determined? TAPE MEASURE Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): INLET AND OUTLET TEES ARE IN PLACE. LIQUID LEVEL IS AT THE OUTLET INVERT. TANK APPEARS TO BE WATERTIGHT AND STRUCTURALLY SOUND. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts / W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts D W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert >6" Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D-BOX IS OVERFULL DUE TO AN OVERLOADED OR CLOGGED S.A.S. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °wM 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 2 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): SEVERE HYDRAULIC FAILURE PRESENT, PITS ARE FULL. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction I Indication of groundwater inflow ❑ Yes ❑ No t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 _ r Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately _ r U V C i I I � � - � 3� LDS o 4 t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 `& Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: UNKNOWN feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: AN ACCURATE HIGH GROUNDWATER DETERMINATION WILL BE DONE AT THE TIME OF TESTING FOR THE NEW SYSTEM REPAIR.' Before filing this Inspection Report, please see Report Completeness Checklist on next page. l5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments "^M 1734 FALMOUTH RD. Property Address MOBIL CENTERVILLE- BARNSTABLE#11826 Owner Owner's Name information is required for CENTERVILLE MA 02632 06/30/10 every page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist E Inspection Summary: A, B, C, D, or E checked E Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater E Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file f f j r �F is t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Fee No. ( /� THE.CO MO AL H F MASSACH SETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TPWN F BARNSTABLE, MASSACHUSETTS ftplitation for Misposal bpstem Construttion permit Application for a Permit to Construct( ) Repair(X) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. p1b 11 Owner's Name,Address,and TeL No. �'V I GGoBAt, Mo�c4c2_o Gwue co. Assessor's Map/Parcel M,4i' /89, GoT J3Z VW, wyN qw ST JJ&_7_A4M MA 78J-67q -/Tj Installer' ame,Address,and Tel.No. Designer's Name,Address and Tel No. �j 34>N ?'W Z /��Q $olIGEP- Ent — SSz � ➢SQL �. �(t�l$�t'�c[la�,/-tA 0i7�1 Type of Building: S`a�y��49od Dwelling No.of Bedrooms All Lot Size 2S9911 sq.ft. Garbage Grinder( ) Other Type of Building oFUJ W Cms, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided 5172 gpd Plan Date `D� /� Number of sheets Revision Date A Title Size of Septic z TWc— Type of S.A.S. (5,4L(.6y 9�i</f Description of Soil �S Nature of Repairs or Alterations(Answer when applicable) P_157PLREE )CiqTj646�',e_'> S�EF7 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envir ental Co not to plc the system in operation until a Certificate of Compliance has been issued by this B and o / geed G j Date 4� lz Application Approved by Date 1/ YV//I Application Disapproved by Date for the following reasons Permit No. I _ l Date Issued �) I ` No. �� �r Fee THE•-COMMONWEALTH F MASSACHUSETTS Entered in computer: Yes - PUBLIC HEALTH DIVISION -TOWU O`BARNSTABLE, MASSACHUSETTS 2pp-litation for Misposal 6pstem (Construction j3ermit , Application for a Permif'to Construct( ) Repair(X) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components d - Location Address or Lot No. /7-5/ r.YLMvUV-/ RD l Owner's Name,Address,and Tel.No. C J 1 I 1 Gl,mc_ Mt"r-r G_o CO. . Assessor's Map/Paecel 1-0? leli, 4o7' /32. you/ Wyi_1HA1 S' (,jAc,7 1 MR 78/-67q-`77�;/ Installer' ame,Address,and Tel.No. -r� Designer's Name,Address,and Tel.No. `- t5buj -��.. Type'of Building: ; �vk q/ o- -10 Dwelling No.of Bedrooms //�� Lot Size '2557 991/ sq.ft. Garbage Grinder( ) Other Type of Building o"4",r has No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design now provided S9Z gpd Plan Date p if Number of sheets j � 5__ Revision Date ,(/�� e ) r Titl b @ `r Size of Septic tank Znv-), C c Type of S.A.S. 'W Description of Soil S4i Nature of Repairs or Alterations(Answer when applicable) a/P/qf� T Date last inspected: rt Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro ental Code and not to pl e the system in operation until a Certificate of Compliance has been issued by this B d of h igned L. Date Application Approved by4 t Date Application Disapproved by Date for the following reasons Permit No. ao/) 317 Date Issued 4 ------------------------------------------------ ---- - -- ----- ----------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS ^ BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS'IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( � Upgraded( F �- Abandoned( )by e K /M- at 17344 F7n JI»o,, A I /I"s been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N .. / — dated � ) y Installer Designer , #bedrooms Approved design flow gpd The issuance of this permit /hall n/9t il n i be construed as a guarantee that the system wo esi ed. Date t`��I 3/ ! Inspector -------------------------------- ------------- ------------------------------------------------------------------------- -------------- No. 3�i _ _ .. - Fee e b _ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Vsposat *pstem Construction permit Permission is hereby granted to Construct( ) Repair(ll� /U)pgrade��r, Abandon( ) System located at 1 7 3 y Ems, t/� � �(Y � k' 'c- `O and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of t is permit. Date ' I I l Approve�`b Tow3n of Barnstable ►a,�, Regulatory Services Thomas F.Geffer,Director MAW Public Health Division '6 5 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 4/17/12 Sewage Permit# 2 011-3 92 Assessor's Map/Parcel Map 189, Lot 13 Installer&Designer Certification Form Designer: Steve DeCoursey Installer: Patrick McDowell Address: Bohler Engineering Address: PKM Contractors, Inc. Southboroough, MA 01772. East Dennis, MA 02641 On 11/14/11 PKM Contractors, Inc. was issued apermit to install a (date) (installer) septic system at 1734 Falmouth Road based on a design drawn by (address) Bohler Engineering dated 10/18/11 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. It ' s our understanding that the zabel f ilter alarm will be installed by the GC. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if re nspected and the soils ere found satisfacto - j��F M.X 'r. M SMPNEN P z VeWURSEY (Installer's Signature) CIVIL ' NO.36424 �At ENU� (Designer's Signature)- (Affix tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice foms\designercertification form.doc 4 TOWN OF BARNSTABLE LOCATION l��7 / L//1LJpdT// SEWAGEM VILLAGE ASSESSOR'S MAP & LOT_, INSTALLER'S NAME&PHONE NO. )0� l�oAX If ;4c,7as SEPTIC TANK CAPACITY C>24,90 G`xuC�)-s LEACHING FACILITY: (type) 641-; e✓S (size)'%0,yiQX�- 1JeW NO.OF BEDROOMS T` BUILDER OR OWNER .AU:,1 A)e4e.. PERMITDATE: `/-/y"�/--COMPLIANCE DATE: '3 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet o ching facili ) Feet Furnished by t � z 3DAW Z 35 C 3 3 3.6 3 31 36 L13 "7 5 2- L T 6-.j • 1; a ' • • • G-0574 January 15, 2013 Thomas K. Lynch Town of Barnstable - Town Manager's Office 367 Main Street, Hyannis , MA. 02601 Re: Revised RNF and IRA Completion Report Mobil Station -1734 Falmouth Road Centerville, MA RTN 4-23866 Dear Mr. Lynch: In accordance with the Public Notification Procedures of the Massachusetts Contingency Plan (MCP 310 CMR 40.1403(3)(f)), we are hereby notifying you of the filing of a Revised Release Notification Form (RNF) and Immediate Response Action (IRA) Completion Report for the above-referenced site. A copy of the RNF is attached to this letter. The RNF and IRA Plan .have been filed for a release of gasoline, consisting of the measurement of total volatile organic vapors (TVOV) in soil headspace within 10 feet of a gasoline underground storage tank (UST) in excess of 100 parts-per-million (ppm) identified at the Mobile Station located at 1734 Falmouth Road in Centerville, Massachusetts. The release was discovered on March 22, 2012 at approximately 11:50 hours, during the removal of one 10,000-gallon, one 8,000-gallon and two 6,000-gallon gasoline USTs and was reported to the Massachusetts Department of Environmental Protection (MassDEP) the same day of discovery at 12:39 hours as required by the Massachusetts Contingency Plan (MCP). MassDEP assigned Release Tracking Number (RTN) 4-23866. IRA activities conducted at the site have included the removal of the four USTs, the excavation and offsite disposal of 312.98 tons of petroleum impacted soil, collection and analysis of 17 post excavation confirmatory soil samples, and soil and groundwater assessment/delineation activities consisting of the installation of four soil borings/groundwater monitoring wells. Since the groundwater assessment activities indentified a concentration of C5-C8 Aliphatics, C9-Cl0 Aromatics and toluene above the applicable Reportable Concentrations and Method 1, Risk Characterization Standards, a revised RNF was submitted for RTN 4-23866. A copy of the Revised RNF and IRA Completion Report is available for public review at the Southeast Regional File Facility of the Massachusetts Department of Environmental Protection (MassDEP) at 20 Riverside Drive, Lakeville, Massachusetts or online at the MassDEP web-site (http://public.dep.state.ma.us/wsc viewer/main.aspx). Public file review sessions are conducted Tuesdays and Wednesdays from 9:00 a.m. to 11:30 a.m. and 2:00 p.m. to 4:30 p.m. For more information about file review, please contact the file review facility at (508)-946-2718. 4 Barlows Landing Road, Unit#15 Pocasset, MA 02559 Tel 508.564.7285 •, Fa i 508.564.2f298 t j Uj If you have any questions or comments relative to this correspondence, please feel free to contact the undersigned at your earliest convenience at.(508) 564-7285. Very truly yours, TIGHE & BOND, INC. G Michael ]. Zylich, P.G., LSP Project Manager Enclosures - RNF (BWSC 103) COPY: Mr.Thomas A. Mckean-Barnstable Board of Health Massachusetts DEP-Southeast Regional Office Steven Charron -Global Montello Group Corp. i -2- Tighe&Bon _ I Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM - 238ss Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) A. RELEASE OR THREAT OF RELEASE LOCATION: 1. Release Name/Location Aid: STATION 2. Street Address: 1734 FALMOUTH ROAD 3. City/Town: ICENTERVILLE 4. ZIP Code: 5.UTM Coordinates: a.UTM N:14612585 b. UTM E: . 387507 B. THIS FORM IS BEING USED TO: (check one) ❑ 1. Submit a Release Notification ❑✓ 2. Submit a Revised Release Notification ❑ 3. Submit a Retraction of a Previously Reported Notification of a release or threat of release including supporting documentation required pursuant to 310 CM 40.0335 (Section C is not required) (All sections of this transmittal form must be filled out unless otherwise noted above) C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE(TOR): 1. Date and time of Oral Notification, if applicable: 03/22/2012 Time: 12:39 ❑ AM Q PM mm/dd/yyyy h h:m m 2. Date and time you obtained knowledge of the Release or TOR: 03/22/2012 Time: 11:50 ❑✓ AM ❑ PM mm/dd/yyyy h h:mm 3. Date and time release or TOR occurred, if known: Time: ❑ AM ElPM mm/dd/yyyy h h:m m Check all Notification Thresholds that apply to the Release or Threat of Release: (for more information see 310 CMR 40.0310-40.0315) 4. 2 HOUR REPORTING CONDITIONS 5. 72 HOUR REPORTING CONDITIONS 6. 120 DAY REPORTING CONDITIONS ❑ a. Sudden Release a. Subsurface Non-Aqueous a. Release of Hazardous ❑ Phase Liquid(NAPL)Equal to ❑ Material(s)to Soil or ❑ b. Threat of Sudden Release or Greater than 1/2 Inch Groundwater Exceeding ❑ c. Oil Sheen on Surface Water ❑ b. Underground Storage Tank Reportable Concentration(s) d. Poses Imminent Hazard (UST)Release b. Release of Oil to Soil . ❑ ❑ Exceeding Reportable e. Could Pose Imminent ® c. Threat of UST Release Concentration(s)and Affecting Hazard More than 2 Cubic Yards ® d. Release to Groundwater ❑ f. Release Detected in near Water Supply c. Release of Oil to Private Well Q Groundwater Exceeding ❑ e. Release to Groundwater Reportable Concentration(s) ❑ g. Release to Storm Drain near School or Residence d. Subsurface Non-Aqueous ® h. Sanitary Sewer Release ❑ f. Substantial Release Migration ® Phase Liquid(NAPL)Equal to (Imminent Hazard Only) or Greater than 1/8 Inch and Less than 1/2 Inch Revised:02/10/2006 Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 j.RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM - 238ss Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE ITOR):(cont) 7. List below the Oils(0)or Hazardous Materials(HM)that exceed their Reportable Concentration(RC)or Reportable Quantity (RQ)by the greatest amount. O or HM Released CAS Number, O or HM Amount or Units RCs Exceeded,if if known Concentration Applicable(RCS-1,RCS-2, RCGW-1,RCGW-2) C5-C8 ALIPHATICS NA 403.00 JRCGWA C9-CIO AROMATICS NA O� 546.00 UG/L RCGW-1 TOLUENE 108$8-3 0 1320.00 UG/L RCGW-1 ® 8. Check here if a list of additional Oil and Hazardous Materials subject to reporting is attached. D. PERSON REQUIRED TO NOTIFY: 1. Check all that apply: ® a.change in contact name ® b.change of address a c. change in the person notifying 2. Name of Organization: IGLOBAL MONTELLO GROUP CORP. 3. Contact First Name: ISTEVE 4.Last Name: CHARRON 5. Street: 404 WYMAN STREET, SUITE 425 6.Title:I ENVIRONMENTAL MANAGER-RETAIL AS 7. City/Town: WALTHAM 8. State: MA 9. ZIP Code: 02451-0000 10. Telephone: (781)786-6320 11.Ext.: 12. FAX: (781) 398-9270 Ei13. Check here if attaching names and addresses of owners of properties affected by the Release or Threat of Release, other than an owner who is submitting this Release Notification(required). E. RELATIONSHIP OF PERSON TO RELEASE OR THREAT OF RELEASE: 1. RP or PRP ✓® a. Owner ® b. Operator ® c. Generator ® d. Transporter e. Other RP or PRP Specify: 2. 'Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) Q 4. Any Other,Person Otherwise Required to Notify Specify Relationship: Revised:02/10/2006 Page 2 of 3 s Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM - 23866 Pursuant to 310 CM 40.0335 and 310 CM 40.0371 (Subpart C) F. CERTIFICATION OF PERSON REQUIRED TO NOTIFY: 1. I STEVEN D CHARRON ,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 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(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. 1/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including, but not limited to, possible fines and imprisonment,for willfully submitting false, inaccurate,or incomplete information. 2. By. STEVEN D CHARRON 3. Title: ENVIRONMENTAL MANAGER- Signature 4. For: GLOBAL MONTELLO GROUP CORP. 5. Date: 1/15/2013 (Name of person or entity recorded in Section D) mm/dd/yyyy ❑ 6. Check here if the address of the person providing certification is different from address recorded in Section D. 7. Street: 8. City/Town: 9. State: 10. ZIP Code: 11. Telephone: 12.Ext.: 13. FAX: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY 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. Date Stamp(DEP USE ONLY:) Received by DEP on 1/20/2013 6:44:27 PM Revised:02/10/2006 , Page 3 of 3 r — . . . . G-0574 July 18, 2012 www.tighebond.com Thomas K. Lynch Town of Barnstable Town Manager's Office 367 Main Street, Hyannis , MA. 02601 Re: Revised RNF and IRA Status Report Mobil Station <1734 Falmouth Road Centerville, MA RTN 4-23866 Dear Mr. Lynch: In accordance with the Public Notification Procedures of the Massachusetts Contingency Plan (MCP 310 CMR 40.1403(3)(f)), we are hereby notifying you of the filing of a Revised Release Notification Form (RNF) and Immediate Response Action (IRA) Status Report for the above-referenced site. A copy of the RNF is attached to this letter. The RNF and IRA Plan have been filed for a release of gasoline, consisting of the measurement of total volatile organic vapors (TVOV) in soil headspace within 10 feet of a gasoline underground storage tank (UST) in excess of 100 parts-per-million (ppm) identified at the Mobile Station located at 1734 Falmouth Road in Centerville, Massachusetts. The release was discovered on March 22, 2012 at approximately 11:50 hours, during the removal of one 10,000-gallon, one 8,000-gallon and two 6,000-gallon gasoline USTs and was reported to the Massachusetts Department of Environmental Protection (MassDEP) the same day of discovery at 12:39 hours as required by the Massachusetts Contingency Plan (MCP). MassDEP assigned Release Tracking Number (RTN) 4-23866. IRA activities conducted at the site have included the removal of the four USTs, the excavation and offsite disposal of 312.98 tons of petroleum impacted soil, collection and analysis of 17 post excavation confirmatory soil samples, and soil and groundwater assessment/delineation activities consisting of the installation of four soil borings/groundwater monitoring wells. Since the groundwater assessment activities indentified a concentration of benzene above the applicable Reportable Concentrations and Method 1, Risk Characterization Standard, a revised RNF was submitted for RTN 4-23866. A copy of the Revised RNF and IRA Status Report is available for public review at the Southeast Regional File Facility of the Massachusetts Department of Environmental Protection (MassDEP) at 20 Riverside Drive, Lakeville, Massachusetts or online at the MassDEP web-site (http://public.dep.state.ma.us/wsc viewer/main.aspx). Public file review sessions are conducted Tuesdays and Wednesdays from 9:00 a.m. to 11:30 a.m. and 2:00 p.m. to 4:30 p.m. For more information about file review, please contact the file review facility at (508)-946-2718. r- 4 Barlows Landing Road, Unit #15 Pocasset, MA 02559 Tel 508.564.7285 Fax 508.564.4298 If you have any questions or comments relative to this correspondence, please feel free to contact the undersigned at your earliest convenience at (508) 564-7285. Very truly yours, TIGHE & BOND, INC. 8 j G Michael J. Zylich, P.G., LSP Project Manager Enclosures - RNF (BWSC 103) COPY: Mr.Thomas A. Mckean- Barnstable Board of Health Massachusetts DEP-Southeast Regional Office Steven Charron —Global Montello Group Corp. ;P Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM 4❑ - 23sss Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) A. RELEASE OR THREAT OF RELEASE LOCATION: 1. Release Name/Location Aid: STATION 2. Street Address: 1734 FALMOUTH ROAD 3. City/Town: ICIENTERVILLE 4. ZIP Code: 5. UTM Coordinates: a. UTM N: 4612585 b. UTM E: 387507 • B. THIS FORM IS BEING USED TO: (check one) ❑ 1. Submit a Release Notification ❑✓ 2. Submit a Revised Release Notification ® 3. Submit a Retraction of a Previously Reported Notification of a release or threat of release including supporting documentation required pursuant to 310 CMR 40.0335 (Section Cis not required) (All sections of this transmittal form must be filled out unless otherwise noted above) C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE(TOR): 1. Date and time of Oral Notification, if applicable: 03/22/2012 I Time: 12:39 ❑ AM ✓❑ PM mm/dd/yyyy h h:m m 2. Date and time you obtained knowledge of the Release or TOR: 03/22/2012 _ Time: 11:50 Q AM ❑ PM mm/dd/yyyy h h:m m 3. Date and time release or TOR occurred, if known: Time: ❑ AM ❑ PM mm/dd/yyyy h h:m m Check all Notification Thresholds that apply to the Release or Threat of Release: (for more information see 310 CMR 40.0310-40.0315) 4. 2 HOUR REPORTING CONDITIONS 5. 72 HOUR REPORTING CONDITIONS 6. 120 DAY REPORTING CONDITIONS ❑ a. Sudden Release a. Subsurface Non-Aqueous a. Release of Hazardous ❑ Phase Liquid(NAPL)Equal to ® Material(s)to Soil or ❑ b. Threat of Sudden Release or Greater than 1/2 Inch Groundwater Exceeding ❑ c. Oil Sheen on Surface Water ❑ b. Underground Storage Tank Reportable Concentration(s) (UST)Release b. Release of Oil to Soil ❑ d. Poses Imminent Hazard ❑ Exceeding Reportable e. Could Pose Imminent ❑ c. Threat of UST Release Concentration(s)and Affecting Hazard More than 2 Cubic Yards ❑ d. Release to Groundwater f. Release Detected in near Water Supply c. Release of Oil to ❑ Private Well ❑✓ Groundwater Exceeding ❑ e. Release to Groundwater Reportable Concentration(s) ❑ g. Release to Storm Drain near School or Residence d. Subsurface Non-Aqueous ® h. Sanitary Sewer Release ❑ f. Substantial Release Migration ® Phase Liquid(NAPL)Equal to (Imminent Hazard Only) or Greater than 1/8 Inch and Less than 1/2 Inch Revised: 02/10/2006 - Page 1 of 3 s r_ F'41 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup , BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM 44 - 238ss Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE(TOR):(cont) 7. List below the Oils(0)or Hazardous Materials(HM)that exceed their Reportable Concentration(RC)or Reportable Quantity (RQ)by the greatest amount. O or HM Released CAS Number, O or HM Amount or Units RCs Exceeded,if if known Concentration Applicable(RCS-1,RCS-2, RCGW-1,RCGW-2) BENZENE 71-43-2 O� 158.00 UG/L RCGW-1-� ---..... E F E= = 1 ❑ 8. Check here if a list of additional Oil and Hazardous Materials subject to reporting is attached. D. PERSON REQUIRED TO NOTIFY: 1. Check all that apply: ® a.change in contact name ® b. change of address ❑ c. change in the person notifying 2. Name of Organization: GLOBAL MONTELLO GROUP CORP. 3. Contact First Name: STEVE 4. Last Name: CHARRON 5. Street: 404 WYMAN STREET,SUITE 425 6.Title:FENVIRONIVIENTAL MANAGER-RETAIL AS 7. City/Town: WALTHAM 8. State: MA 9. ZIP Code: 02451-0000 10. Telephone: (781)786-6320 11.Ext.: 12. FAX: (781) 398-9270 ® 13. Check here if attaching names and addresses of owners of properties affected by the Release or Threat of Release, other than an owner who is submitting this Release Notification(required). E. RELATIONSHIP OF PERSON TO RELEASE OR THREAT OF RELEASE: Q 1. RP or PRP ❑ a. Owner ❑ b. Operator ❑ c. Generator ❑ d. Transporter ® e. Other RP or PRP Specify: NON-SPECIFIED PRP ❑ 2. Fiduciary, Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ❑' 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.56)) ❑ 4. Any Other Person Otherwise Required to Notify Specify Relationship: Revised:02/10/2006 Page 2 of 3 LlMassachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 I RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM - 23sss Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) F. CERTIFICATION OF PERSON REQUIRED TO NOTIFY: 1. 1 STEVEN D CHARRON ,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 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(iii) that 1 am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. 1/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including, but not limited to, possible fines and imprisonment,for willfully submitting false, inaccurate, or incomplete information. 2. By. STEVEN D CHARRON 3. Title: ENVIRONMENTAL MANAGER- Signature 4. For: GLOBAL MONTELLO GROUP CORP. 5. Date: 7/18/2012 (Name of person or entity recorded in Section D) mm/dd/yyyy 6. Check here if the address of the person providing certification is different from address recorded in Section D. 7. Street: 8. City/Town: 9. State: 10. ZIP Code: 11. Telephone: 12. Ext.: 13. FAX: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY 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. Date Stamp(DEP USE ONLY:) Received by DEP on 7/18/2012 2:03:29 PM Revised: 02/10/20016 Page 3 of 3 Tighe&Bond- May 16, 2012 Thomas K. Lynch Town of Barnstable - Town Manager's Office 367 Main Street, Hyannis , MA. 02601 Re: RNF and IRA Plan 'Mobil Station 1734 Falmouth Road Centerville, MA RTN 4-23866 Dear Mr. Lynch: In accordance with the Public Notification Procedures of the Massachusetts Contingency Plan (MCP 310 CMR 40.1403(3)(f)), we are hereby notifying you of the filing of a Release Notification Form (RNF) and Immediate Response Action (IRA) Plan for the above- referenced site. A copy of the RNF is attached to this letter. The RNF and IRA Plan have been filed for a release of gasoline, consisting of the measurement of total volatile organic vapors (TVOV) in soil headspace within 10 feet of a gasoline underground storage tank (UST) in excess of 100 parts-per-million (ppm) identified at the Mobile Station located at. 1734 Falmouth Road in Centerville, Massachusetts. The release was discovered on March 22, 2012 at approximately 11:50 hours, during the removal of one 10,000-gallon, one 8,000-gallon and two 6,000-gallon gasoline USTs and was reported to the Massachusetts Department of Environmental Protection (MassDEP) the Same day of discovery at 12:39 hours as required by the Massachusetts Contingency Plan (MCP). MassDEP assigned Release Tracking Number (RTN) 4-23866. Initial IRA activities conducted at the site have included the removal of the four LISTS and the excavation and offsite disposal of 312.98 tons of petroleum impacted soil. A copy of the RNF and IRA Plan is available for public review at the Southeast Regional File Facility of the Massachusetts Department of Environmental Protection (MassDEP) at 20 Riverside Drive, Lakeville, Massachusetts. Public file review sessions are conducted Tuesdays and Wednesdays from 9:00 a.m. to 11:30 a.m. and 2:00 p.m. to 4:30 p.m For mare information about file review, please contact the file review facility at (508)-946-2311 If you have any questions Or comments relative to this correspondence, please feel free--to contact the undersigned at your earliest convenience at (508) 564-7285. .^p M Very truly yours, TIGHE & BOND, INC. . Michael ].,Zylich, P.G., LSP Project Manager Enclosures - RNF (BWSC:.103) Copy: Mr.Thomas A. Mckean—Barnstable Board of.Health Massachusetts DEP-Southeast Regional Office Steven Charron-Global Montello 4 Barlows Landing Road, Unit#15 + Pocasset, MA 02559 Tel 508.564.7285 Fax 508.564.4298 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM F - 23866 Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) A. RELEASE OR THREAT OF RELEASE LOCATION: 1. Release Name/Location Aid: STATION 2. Street Address: 1734 FALMOUTH ROAD 3. City/Town: ICENTERVILLE 4. ZIP Code: 5. UTM Coordinates: a. UTM N: 14612585 b.,UTM E: 387507 B. THIS FORM IS BEING USED TO: (check one) ❑✓ 1. Submit a Release Notification ❑ 2. Submit a Revised Release Notification ❑ 3. Submit a Retraction of a Previously Reported Notification of a release or threat of release including supporting documentation required pursuant to 310 CMR 40.0335 (Section Cis not required) (All sections of this transmittal form must be filled out unless otherwise noted above) C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE(TOR): 1. Date and time of Oral Notification, if applicable: 03/22/2012 Time: 12:39 ❑ AM F,71 PM mm/dd/yyyy h h:m m 2. Date and time you obtained knowledge of the Release or TOR: 03/22/2012 Time: 11:50 0 AM ® PM mm/dd/yyyy h h:m m 3. Date and time release or TOR occurred, if known. Time: 1❑ AM ❑ PM mm/dd/yyyy h h:m m Check all Notification Thresholds that apply to the Release or Threat of Release: (for more information see 310 CMR 40.0310-40.0315) 4. 2 HOUR REPORTING CONDITIONS 5. 72 HOUR REPORTING CONDITIONS 6. 120 DAY REPORTING CONDITIONS ® a. Sudden Release a. Subsurface Non-Aqueous a. Release of Hazardous ® Phase Liquid(NAPL)Equal to Material(s)to Soil or ® b. Threat of Sudden Release or Greater than 1/2 Inch ® Groundwater Exceeding ❑ c. Oil Sheen on Surface Water b. Underground Storage Tank Reportable Concentration(s) L�I (UST) Release b. Release of Oil to Soil ® d. Poses Imminent Hazard ® Exceeding Reportable ® c. Threat of UST Release Concentration e. Could Pose Imminent (s)and Affecting l Hazard More than 2 Cubic Yards d. Release to Groundwater ❑ f. Release Detected in near Water Supply c. Release of Oil to Private Well ❑ Groundwater Exceeding ❑ e. Release to Groundwater Reportable Concentration(s) ® g. Release to Storm Drain near School or Residence d. Subsurface Non-Aqueous ❑ h. Sanitary Sewer Release ❑ f. Substantial Release Migration Phase Liquid(NAPL)Equal to (Imminent Hazard,Only) or Greater than 1/8 Inch and Less than 1/2 Inch Revised:02/10/20,06 Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM - 23sss Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE(TOR):(cont) 7. List below the Oils(0)or Hazardous Materials(HM)that exceed their Reportable Concentration(RC)or Reportable Quantity (RQ)by the greatest amount. O or HM Released CAS Number, O or HM Amount or Units RCs Exceeded,if if known Concentration Applicable(RCS-1,RCS-2, RCGW-1,RCGW-2) GASOLINE(TVOV) E== 100.00 PPM N/A C5-C8 ALIPHATICS 2740.00 MG/KG RCS-1 �� C9-C12 ALIPHATICS E= 112160.00 MG/KG RCS-1 C9-CIO AROMATICS K=1 111250.00 MG/KG RCS-1 II 8. Check here if a list of additional Oil and Hazardous Materials subject to reporting is attached. D. PERSON REQUIRED TO NOTIFY: 1. Check all that a PP I Y ® a. change in contact name ® b. change of address c. change in the person noti in 2. Name of Organization: GLOBAL MONTELLO GROUP CORP. 3. Contact First Name: ISTEVEN 4. Last Name: CHARRON 5. Street: 404 WYMAN STREET, SUITE 425 6.Title: ENVIRONMENTAL MANAGER-RETAIL AS 7. City/Town: WALTHAM 8. State: M'4 9. ZIP Code: 02451-0000 10. Telephone: (781) 786-6320 11.Ext.: 12. FAX: (781)398-9270 13. Check here if attaching names and addresses of owners of properties affected by the Release or Threat of Release, other than an owner who is submitting this Release Notification(required). E. RELATIONSHIP OF PERSON TO RELEASE OR THREAT OF RELEASE: 1. RP or PRP ® a. Owner Q b. Operator ® c. Generator ® d. Transporter e. Other RP or PRP Specify: Q 2. Fiduciary, Secured Lender.or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ® 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ® 4. Any Other Person Otherwise Required to Notify Specify Relationship: Revised:0211012006 Page 2 of 3 I ` Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM 4 - 23866 Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) F. CERTIFICATION OF PERSON REQUIRED TO NOTIFY: 1. I STEVEN D CHARRON 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 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(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including, but not limited to, possible fines and imprisonment,for willfully submitting false, inaccurate, or incomplete information. 2. By; STEVEN D CHARRON 3. Title: ENVIRONMENTAL MANAGER- Signature 4. For: GLOBAL MONTELLO GROUP CORP. 5. Date: 5/17/2012 (Name of person or entity recorded in Section D) mm/dd/yyyy ❑ 6. Check here if the address of the person providing certification is different from address recorded in Section D. 7. Street: 8. City/Town: 9. State: 10. ZIP Code: 11. Telephone: 12. Ext.: 13. FAX: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) Received by DEP on 5/17/2012 10:08:46 AM Revised:02/10/2006 Page 3 of 3 Section C.7 = OHM List Mobil Station 1734 Falmouth Road Centerville, MA RTN 4-23866 Compound CAS Number O/HM Concentration Units RC R C5-C8 Ali hatics NA O 2,740 mg/kg RCS-1 C9-Cl2 Ali hatics NA O 2,160 mg/kg RCS-1 C9-Cj0 Aromatics NA O 1,250 mg/kg RCS-1 Benzene 00071-43-2 O 18.2 m /k RCS-1 Toleune 00108-88-3 O 533 mg/kg RCS-1 Eth (benzene 00100-41-4 O 248 mg/kg RCS-1 Total X lenes 01330-20-7 O . 1,356 mg/kg RCS-1 Naphthalene 00091-20-3 O 59.9 mg/kg RCS-1 J:\G\G0574 Global Centerville UST\REPORT\IRA Plan\RNF Supplement.doc 1 i NOTE. GENERAL SITE PLAN NOTES v. amHma„Tn•.¢.aR ama.,, e.Ra�axl„P.®.. z E. d3r•j$���dsg�;P� :op .o.,.mawaaEremwaw,.xR.Rxa.,a mm.Io..a.m.mm ,. 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ALLIANCE ENERGY, NI o YPR reLC o Y�HOF W Eil � m,ax,E,xR,mr H•�xERYAY ROROUOK a,A MPx¢5 _ —�� ----�_ _�_�-_—T ----� j runsrawr,mE�auirrs. �,.rwrar,cwwm,arrvmrmosnner¢saurwanvar'rm �.Pih<t .^-f�,�—� -v-uTT\ aw, us ry muvn �/ -- am.a.m n,aum.m.ewrv,xon.m.Enwv.n�nvuv,.ru.m.nn wi ¢nm,E�`tea PIPING G LAN e \ / ;5 \ FALMOUTH ROAD (—A-Y.MCHUSETTS STATE HIGHWAY ROUTE 29) /% - 2 - \ rOu x0.Isla srarx AwarvA�u,m+Tnx law O>ff_IR)) � ;.IYAR/25i2012/TBU 09:20 Ali C.O.M.M. Fire Dept FAX N. 508-760-2385 P. 001 o� kly ST iti.s 701//a.7'(110n CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1875 Falmouth Road, Rte. 28 Emergency Number: terville, MA 02632-3117 Business,(508) 790-2375 John M. Farrington Facsimile: (508)790-2385 Fire Prevention/Administration Chief of Department Facsimile: (508)957-8239 Dispatch Center L.. FAX COMMUNICATION MESSAGE DATE: -4t&j&' TO: A&,)d � t 44- SDI9 p` t�3o� ATTN: Lij&d f1 FROM: - C 0 WE ARE SENDING 6C/ ) PAGES, INCLUDING THIS COVER SHEET. PLEASE CALL(508)790-2375 IF YOU DO NOT RECEIVE THE TOTAL NUMBER OF PAGES. CONFIDENTIALITY NOTICE: This fax transmission may contain confidential information belonging to the sender and sock information is legally priMleged and is intended only for the use of the individual or entity named above_ Any copying,disclosure, distribution or disseminaflon of this information or the taking of any action based on the contents of this communication is strictly prohibited. If you have received this transmission in error, please notify us immediately by telephone and return the original transmission to us by mall or delivery at our address above, We Shall cover the cost of return mail_ Thank you! PEAR/29i 2012/THU 09:20 Aft C.0.M.M. Fire Dept FAX No. 508-"60-2385 P. 002 Y 7--T,ev—, 7b0) APPLICATION.FOR PERMIT Permit No 004203 City or TOwn CENTERVILLE, MA DIG SAFE NUMBER Date: 03/01/2012 Start Date: In accordance with the provisions of M.G.L.Chapter 148,as provided in Section l0A application is hereby made by A. Govoni Backhoe Service (Mill name ofpuson,Fkm a•Corporation) Address: 1734 FALMOUrH RD /CENTER'GILLE, MA 02632 For permission to(state clearly pupose for which permit is requested) For permissior- to install three underground storage tanks at 1734 Falmouth Road, Centerville in accordance with CMR 9.0. #1 Tank: 10,000 gallons gasoline 02 Tank 8,000 gallons gasoline #3 Tank: Split tank with 7,000 gasoline and 5,000 gasoline diesel. Name of competent operator(If Applicable) Bernard Govoni Cert.No. Dateissued-rejected 03/01/2012 By ' • (Sdgn ppCC�ant) Date oftypiration 04/20/2012 Fee $75.00 Check#/Cash 6225 i ✓7gSYy/�,^ mvn O- aU�SG4/aF6 YId�- J[m[a try ✓�b (d6 ff-T rev.3 ) - PERMIT City orTovm CENTERVILLE, MA DIG SANE NUMBER Dau: 03/01/2012 Permit No.(if applicable) 004203 Start Date: In accordance with the provisions of M.G.L. Chapter 148,as provided in Section l0A application is hereby made A, Govoni Backhoe $ervice (Full name ofperson,firm or corporation) For pe-mission to install three underground storage tanks at 1734 Falmouth Road, Centerville in accordance with CMR 9.0. #1 Tank: 10, D00 gallons gasoline #2 Tank 8,000 gallons gasoline#3 Tank: Split tank with 7,000 gasoline and 5,000 gasoline at 1734 FALMOUTH RD ICENTER'VYLLE,MA 02632 Fee Paid$75-0 0 Check#/Cash 6225 W sp w' expire on: 04/20/2012 Signature of off icial granting pennit Title Fire preventicn Officer This permit must be conspicuously postVd upon the premises r Martin, Cynthia From: McKean, Thomas Sent: Thursday, March 29, 2012 1:45 PM To: Martin, Cynthia Subject: RE: Installation of USTs at 1734 Falmouth Road That is correct. I don't have an answer on your last question-it isn't my call. -----Original Message----- From: Martin,Cynthia Sent: Thursday,March 29, 2012 1:38 PM To: McKean,Thomas Subject: Installation of USTs at 1734 Falmouth Road Tom, Per our conversation on Tuesday, the 27th, I understand that the above installation does not need Public Health approval as the tanks are considered replacement tanks. (Mobil is replacing four tanks with three tanks but the overall quantity remains the same, thirty thousand gallons. The address is located outside of the ZOC.)Additionally, in conversation with the COMM Fire District I understand that you were in attendance at the Growth Management meeting of October 6, 2011 regarding this issue. FYI -the COMM Fire District has already issued Permit#004203 for this installation. I also received a request for information regarding these tanks from the Clerks Office which I will respond to. Should Tom Geiler be made aware of this installation due to the potential Licensing of Gasoline Storage over 165 gallons requirement? Thanks, Cindy Hazardous Materials Specialist Barnstable Public Health Division 20O Main Street Hyannis, MA 02601 Tel-5OB-B62-4645 Fax.•508-790-6304 1 ij. t !'J alce application to i cal Fire Department. :« Fire D9t)artment retains originat application anti lseueS duphon:e 3,f Parrrilt, -, t!J{.•''!?�<-1�'14'-i°C�G�t.t."<(r.��,>'.;;�7. Lr;�.• (__ f�i.L1;Y?�i,:.9'(,Y_I.,;i•C;•�. gyp/ _� G'i7.C:ih,�'hPl,�:71�Gj/_...Tic.• _i a R:.��<.�.. (..r/i{t<: r,.�• �i/!N .�/ Ir' /l,a CG-:;',_/;Li_.i VMS! APPLICATIONand PERMIT IF : 1_��.00 ---- is+C Storage 3r1d trarSpOrtcatSCn te) a p proved 19nI . dispo ni yerd in iil:CC)i':l f1GE iviti t the provisio-nq Di` Pv9.t_,,t . r�'n t,,t,r 148, '-:"ect;on 38A. 527 CMP, 9,D0, appiicatiz)n is horaoy made by; t, Iubal $ozitel'-o croup X Tank--vinerhn—qrne ,p,east , t orir - i 1734 Falmouth Rgtci — eaker:'ille MA.- 02032 GornpanyNaf7:e A. Govon-1 Back',noe .Se •�1y�a`_ Co.oflndividuai TiYLhe—& BoT—idd--__-- Add:a55.=67 Hartford. Tut-[ J.k,- ,Govess— 4 Ba.-rlCrUT!s Laadizi^ E. Pocassat, _ _ -- ------- f ---- -- ---- ----- r,, tirni KA. 1g1545 ' c,igj, iurG f it app!1r'ng fL oGrmst; j 7'' FCI•`Cerbirled Cher_---- IFCI'Cea lr"red D !:3f' FT1''r.Lr�Cgl',Oii 17J - Faluiout:h }�'�(IC� Cei'teY.Vf.i�2 3 (J203" -- 1 ank.t; gacii�19a!':criS) �u�;t_nce Lest vti;re'� — Gasullue __...-----------_---- I _�— — Ta-1A Threa--6 000 g,a1l'u,ns ^Tank sour: 6,000 gallons I F rrr trrana rorirtg\vssie— Slats tic. # ) ------. --, riaL3rdc-us .asts manliest -- j r.5,, a d—G 113t & Cc). Tank y:3t"l n 009 ------ T tie of trier rra Tani:yard s•dyra R.=e.dvlle, PEA City of Town Centerville01910 _— -- "3rrri:ia_ -- o;is ue—i7_arc h 1, 201'? --_ -- ��afe of expiration . 5 Sic �i3fie �I a } j Did safe aonruLai r,u-i-:har: 2 012-09U wll ahnature/`I iris c i Ct=iicer jrailunr pEnyft �CIf•i';HT:iuJ I S)�` :CnSJnlpti\'E Jse"fuel:)f t8fil:3 exert pe!f.',S'np CCrrn FP-290F signed by i_l cat Fire Deki. io UST Pegu!ator; C;o^lplitri� Clnit,uep arrinni of Firs 8ervrc: , P.; ooX 102-55. Statc-Road,Stow,M!? 01775. lmernaiiori 3i`ire C e.irlStiiut<! MAR/2%2012/TUE 02:57 Fit C.0.M.M. Fire Dept FAX No. 508-7 60-2385 P. 001 CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1876 Falmouth Road, Rte. 28 Emergency Number: Centerville, MA 02632-3117 9-1-1 Business: (508)790-2375 John M. Farrington Facsimile: (508)790-2385 Fire Prevention/Administration Chief of Department Facsimile: (508)957-8239 [Dispatch Center FAX COMMUNICATION MESSAGE DATE: • Z'1/'� TO: l L _L"A r f1� PHow: J���" T 1br ATTN: . FROM: 0. 4&ukamw&l WE ARE SENDING Aj 11 ( }PAGES, INCLUDING THIS COVER SHEET: PLEASE CALL(508}79F YOU DO NOT RECEIVE THE TOTAL NUMBER OF PAGES. CONFIDENTIALITY NOTICE: This fax transmission may Contain oonfidentlal Informaton belonging to the sender and such information is legally privileged and is intended only for the use of the Individual or entity named above. Any copying,disclosure. distribution or disssmination of this information or the taking of any action based on the contents of this communication is strictly Prohibited. if you have received this transmission in error, please notify us Immediately by telephone and return the original transmission to us by mall or delivery at our address above. We shall cover the cost of return mail. Thank youl LIAR/2 7/2012/TUE 02:57 FM C.O.M.M. Fire Dept FAX No, 508-760-2385 P. 002 Make application to local Fire Department. Fire D'epartment'retains original application and issues duplicate as Permit, •r iryr/sYicrr�v/ '/irec �r�r�G(Cxd — `C�' f fJ.GILN. C= GCL�N• � ['=! r,�rser� n FV' 'LI and PEA I� i ee I00.00 for storage tank removal and transportation to approved tank'disposal yard in accordance with the provisions of M_G.L, Chapter 148,Section 38A,527 CfAR 9.00,application is hereby made by: a Tank Owner Name(please print) Global Montello Group X . ,.rpi�e cve ap wpumy Address 1734 Falmouth Road Cent;ery ,lle MA QZU seer city 'Swe �m e • e • , Company Name A. Govoni Backhoe Services Co.or individual Tighe & Bond ;VW • Pf Address 567 Hartford Turnpike _ Address 4 Barlowrs Landing Rd, Pocasse't, MA hrewsb ry, MAT1545 Prvr Sig ure{if pp! ri permit) Signature(if applying for permit) FC1'Certified Other IFCi"Certified iu LSP# Other m e Tank Location, 734 Falmouth Road, Centerville, MA 02632 �rBAlAtl&B8s CiN Tank Capacity(gallons) Substance Last Stored Gasoline Tank Dimensions(diameter x length) -- - - V'Remarks' '�`ai k1 Un—e! •10,606 gallons Tank' wo: 8,Oif� a ons Tank Three: 6000 gallons Tank Four: 6,000 gallons J e e • e Firm transporting waste State Lic. Hazardous waste manifest# Approved tank disposal yard Grant & Co. y Tank yard# 009 'Tvpe of inert gas Tank yard address Reedville, MA e e e City or Town Centerville FDID# 01920 Fermit# 00q&0 Date of issue March 1, 2012 Date of expiration April 20, 2012 Dig safe approval number. 201.2-09042 9 1 1 D'. fe oll a I. Number•B00.322.4844 Signature/Ties of Officer granting permit After removal(s)(`Consumptive Use"fuel oil tanks exempted)send Form FP-290A signed by Local Fire Dept.to UST Regulatory Compliance Unit, Department of Fire Services,P.O.Box 1025,State Road,Stow,PAA 01775. *1ntemational Fire Code Institute P?•292(revised 4(971 LIAR/2i/2012/TUE 02:58 Fri C.0.M.M. Fire Dept FAX No. 508-'60-2385 P. 003 ter. Comm Fire District �y 1875 Route 28 +� CENTERVILLE, MA p2632 rsz� INSPECTION REPORT Thursday March 22, 2012 1MWIL OIL CORP. 1734 FALmDUTH RD CMTERVILLE, MA 02632 Occupanay ID: 3160 Date Completed_ 03/21/2012 InspeatiOn Type: INSPECTION - UST Removal Tank #1 10,000 gallon ust removed contaminated soil found around fill pipe 67ppm and 73ppm readings found. Soil stockpiled with earlier potentially contaminated soil. No other issues noted. Michael 2ylich LSP Tighe & Bond 508-564-7285 03/21/2012 16:21:30 mmacneely MACNEELY, MARTINI O./Swnior Eire Prevention Inspector , 03/22/20i2 09.20 Page 1 MAR/27/2012/TUE 02:58 FM C.0.M.M. Fire Dept FAX No. 508-"60-2385 P. 004 %sr. COM Fire District 1875 Route 28 4� CEXTE VILLE, MA, 02632 J�6 INSPECTION REPORT Thursday March 22, 2012 MOBIL OIL CORP. 1734 FALMOUTH RD CENTEKVIX,LH, MA 02632 Occupancy ZD: 3160 Date Completed: 03/21/2012 Inspection Type: INSPECTION - UST Removal lank #2 8,000 gallon ust removed, LSP Stated low readings in soil around this tank t- 20ppm which are below reportable quantities. No other issues noted during removal. 03/21/2012 14:06:56 mmacneely MACNEELY, MARTIN O./Senior Fire Prevention Inspector 03/22/2012 09:20 Page 1 I k MAR/27/2012/TUE 02:58 FM C.0.M.M. Fire Dept FAX No, 508-760-2385 P. 005 Isr, COMM Fire District 1875 Route 28 CENTERVILLE, MA 02632 INSPECTION REPORT Thursday March 22, 2012 MOBIL OIL CORP. 1734 FALMOUTH RD CENTERVILLE, MA 02632 Occupancy ID: 3160 Date Completed: 03/21/2012 Inspection Type: INSPECTION - OST Removal Tank #4 6000 gallon ust removed. Tank damaged upon removal from site debris, brine so-utiQn leaking from intersitial space in tank. LSP on site states brine solution non-hazardous unless main tank has leaked into interstitial space. Soil surronding this tank did test positive for hydrocarbons at 27ppm and 89ppm. Global who is the owner of the property sets a limit of 25ppm lower that the DEP standard of 100ppm. LSP states contaminated soil will be set aside for . further testing 4 03/21/2012 12:16:17 mmacneely MACNEELY, MARTIN O./Senior Eire Prevantion Inspector 03/22/2312 09:19 page 1 MAR/2,7/201 YTH 02:58 FM C.0.M.M. Fire Dept FAX No. 508-"r 60-23K P. 006 %ST. COMM Fire District 1875 Route 28 CENTERVILLE, BSA 02532 rs�as INSPECTION REPORT Thursday March 22, 2012 MOBIL OIL CORP. 1734 FALMOUTH RD CENTERAILLE, MA 02632 Occupancy ID: 3160 Date Completed: 03/21/2C12 Inspection Type: INSPECTION CST Removal Tank #3 a 6000 gallon gasoline ust removed, no issues noted. LSP from Tighe & Bond on location 03/21/2012 10:24:53 mmacneely MACNEELY, MARTIN O./Senior Fire Prevention Inspector 03/22/2012 09:19 Page 1 I, THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IM ^ � DATA Fax Send Report MAR-29-201215:02 THU Fax Number 15087906304 Name BARNST HEALTH Name/Number 915087906326 Page 1 Start Time MAR-29-2012 15:01 THU Elapsed Time 00'36" Mode STD ECM Results [0.K] UR/29/2012/TBU 09:20 AM C.O,M.M. Fire Dept FAX No.508-760-23K Y•U UZ TT�( -3700) APPLICATION-FOR PE CityorTown CENTERVILLE, MA �r1• Les fI� Date: 03/01/2012 Start In accordapce vri&the provisions of M.G.L.Chapter 148,as provided in Section 10A 6y A, GOV ml. Backhoe Service (Au Hoene oJperson.FYrm or ComomrlonJ Address: 1734 FALMOUTH RD /CENTERVILLE, MA 02632 For permission to(state clearly pupose for which permit is requested) For permissior to install three underground storage tanks at 1734 Falmouth [toad, Centerville in accordance with cmR 9.0. #1 Tank: 10,000 gallons gasoline 02 Tank 8,Ooo gallons gasoline #3 Tank: Split tank with 11000 gasoline and 5,000 gasoline diesel. Name cf competent opmmmr(If Applicable) aernazd Govoni Cert.No. Da[eisaued-reiectad 03/01/2012 gy 6% Aa1LamJ Date of expirndon_ 04/20/2012 Iree $75.00 Cheok#/Cash 6225 ✓wa�w.rewrnpwrweG� r� � - '�'9""�iYae'L�'�'.7•w�.,Qa- ��J�,�v4�td� �. e,,sl ur 3 f PER-WT City or Town CENTERVILLE, MA - DIG SAFE NUMBER Date: 03/01/2012 Stan Dace: PermiTNO.(1TappHeable)004203 In&=rdanec aijh the provisions of M.G.L.Chapter 148,as provided in Section 10A application is hereby made to A. Govoni Eackhoe 9erv19e (FLIT n4ba Qf,no-eon,firm ormrpar4r at) For permission to ihetall three underground storage tanks at 1734 Falmouth Road, Centerville in accordance with CMR 9.0. S1 Tank: 10,000 gallons gasoline #2 Tank 8,000 gallons gasoline #3 Tank: Split tank with 7,000 gasoline and 5,000 gasoline at 1734 FALMOU M RD/Cf2%-MVII T..R,MA 02632 FcePaid$75.00 Ch #/Cash 6225 ap w' expiroon: 04/20/2012 Signatmeofotiicialgtantmgpermit Title Fire Prevention officer This perndt must be conspicuously pos d upon the premises i A. GO VONI BACKHOE SERVICE INC. -Building Maintenance — P.O. Box 634 Shrewsbury, MA 01545 (508) 842-2510 www.agovonibackhoe@townisP.COM April 2, 2012 Centerville-Osterville-Marstons Mills Fire Rescue Department 1875 Falmouth Road Centerville, MA 02632 I i Attention: Fire Prevention I Location: Mobil 1734 Falmouth Road Centerville, MA To Whom It May Concern: Attached is a copy of tank removal permit and tank disposal receipts from James G. Grant Co. , Readville, MA, which were legally disposed of from the above-listed location. If you have-any questions,. please feel free-to contact me at 508=612-3111. Sincerely, i Bernard W. Govoni BWG/lag i r ��r��ir/lilttr/ / ^�rirt rrlrrt.. - :��fr.t Pip ! `7%-14, RECEIPT OF DISPOSAL OF. UNDERGROUND STEEL STC RAGE ly'J•'`YI`' FOpMERLY cONTAINING MOTOR FUEL 9&Mq NAME AND ADDRESS:OF AP ROV<rD TANK YARD: ,,�,�, aWG'�,opt�Co., Approved tank yard no. Tank Yard Le dger 502 CMR 3.03(4) Number: D I certify under penalty of law I h ve.personally:examined the undemrouhd.steel storage tank delivered GacJo f, �skYlae s< this 'approved tank yard' by (fir .corporation or-partnerstiip) - and accepted same in conformance with Office of the StateiFire Marshal Regulations 502 CMR 3.00 Provisions for Approving Under round:Steel Storage rank.uisrnantling Yards. A valid pei was issue_! by the head of the LOCAL fire department FDID#; G��a 2 ---- to transport this tank to this yard. Name and official title of approved tank yard owner or owners authorized representative: Signature : GrJ Title :.'lrn!%)Y1cvG��✓ Date stoned =-�Z,..' TANK DATA: TANK REMOVED FROM: Gallons: IG ,OQd No. an. Street: Previous contents:�'�ri Sn1 Ct� G City and Town: �Y`�e{ J 1 Diameter. FirELDept. Per #: 0 C5!rl 7 G 7 Not Length: s 22 ` I Date Received. Serial# (if available): Tank I.D. # (Form FP=290): � --. EACH TANK MUST HAVE A RECEIPT OF DISPOSAL Owner/Operator to mail reyised�copy of Notification Form (FP290, or FP290R) to local fir; department and: Department of Environm ntal protection j Bureau of Waste;Prevention - UST Program P.O. Box 120-0165 Boston, MA 0211 2-0165 1 This signed receipt of di 's osal ust be returnedo the head of the local fire department. I Form FP 291 (Rev. 1112009) 0'• d'�Q.r 4li-('. /('YI-'f!C'•i - � T,� a, RECEIPT OF DISPQSA: OF UNDERGROUND STcEL S ORAGE t - FORME-13LY'CC?NtA.1NING MOTOR FUEL NAME AND ADDRESS:OF:AP ROVED TANK YARD , OWES a Get C" 28 Woicot Ste • it i .. _ '�U80 Approved tank yard no:;: I Tank Yard U- ger 502 GMR 3.03(4) Numb er:�f� I certify under penalty of law i have personally examined the underground steel storaoe tank deiivered :c this"approved tank yard" by (firr�lI corporation or.partnership) A and accepted-same in conformalnce with Office of t he State Fire Marshal Regulations 502 Cfv1R 3.00 Provisions for Approving Underground Steel Storage Tank Dismantling Yards. A valid pen�,i: wasss:,e: by the head of the LOCAL fire department FDID# to transport this tank to this yard. Name and official title of approved tank yard owner or owners authorized representative. : Title,:,! n0_iia '� Date signer- Signature TANK DATA: ( TANK.REMOVEO FROM: Gallons: '�'p06 No:and'Street: f'7 Prewous contents C O►tylatitl Town: T r Diameter: Fire; -pot- ermit#: O�Ll 20 I i I Length: Notes. — Date Received: -- Serial# (if available): — Tank I.D. # (Form F.P-290): ! - EACH TANK MUST HAVE A RECEIPT OF DISPOSAL Owned0perator to mail revised'copy of Notification Form (FP290, or FP290R) to local 1 r: department and: Department of Environm I ntaI Protection Bureau of Waste:Preven ion - UST Program P.O. Box 1.204,0165 Boston, MA 02112 This signed receiptlof dis osal-must'be returned o the head of the local fire department. Form FP 291 (Rev. 1112009) i i j . ;.r--ter-- �_� • I _ � �.// �/ %/ �/` / QY1l74ZD�'ZCC�Gof-//l (� !'[�z:�.Cl(' ll(,�eb ��n icirtiiic r//r.1/ ^ �irf ��i_•icY, f!� .cc� c /�� �:`�/ci/{ /'i/� /lci%;/iri/ `= l RECEIPT O DISPOSAL OF UNDERGROUND STEEL STORAGE TANK FOP MERLY CONTAINING MOTOR FUEL NAME AND ADDRESS OF AP. RAVED TANKYARD 'fs.Gant C�., ° 28 Wolcott SG RLK csdv I: Approved tank yard no: Tank Yard Ledger 502 CMR 3.03(4) Number:�.G�g I certify under penalty of law I have personally examined the underground steel storage tank delivered GaJG o cYZoe �z this "approved tank yard" by (firm. corporatimorpartnership) and accepted-same in conformance with Office of the State`Fire Marshal Regulations 502 CMR 3.00 Provisions for Approving Underground Steel Storage Tank Dismaniliing Yards. valid permit was issuecs by the head of the LOCAL fire department FDID# O --- to transport this tank to this yard. Name and official title of approvi d tank yard.owner:or owners authorized representative: Signature : �L) Title : V ��O` ✓ Date sianec TANK DATA: TANK REMOVED FROM: Gallons: o04 I t No.; .nd Sfreet: 1-23�1 l/►�corl� Previous contents: Gorl• Sn),QM G City:and Town: Diameter: �- i Fire'Dept. Permit#: _ OCR LI 2 G i Length: I Notes. ---- Date Received: ' 22 Z -- _.— -- Serial# (if available): i Tank I.D. # (Form FP-290): - EA H TASK MUST HAVE A RECEIPT OF DISPOSAL I OwnerlOperatorto mail revised icopy ofNotiftcation Form (FP290, or FP290R) to local rr. department and: p m nWa Protection De artment of Envlron Bureau of Waste Preven Tort-.i Program P.O. Box 120-0165 l Boston, MA 02112-0165 This signed receipt of disposal must be returned to the head of the local fire department. Form FP 291 (Rev. 1 112009) i f ' t i IZ•E' Q y} .. Q 2 C1' P'I[,fl.i.:C�C'rl.f(.iC' r.� RECEIPT OF DISP $A1 OF Uh1DERGROI'UND STEEL STORAGE TANK FO MEALY CONTAINING, MOTOR TUEL NAME AND ADDRESS OF AP ROV b TANKIYARD i Yin► s`Cs. f1u;C4�hm 28 WOLCM ate vz �9'Z Approved tank yard no. ! Tank Yard Ledger 502 CMR 3.03(4) Number.&t `2� ii I certify under penalty of law I have personally examined the underground steel storage tank deiivereci this "approved tank yard' by (firrh, corporation or partnership) A Ga ro 1�a<k�o� 5�ry and accepted same in conformance with Office.of the State;Fire Marshal Regulations 502 CMR 3 00 Provisions for Approving Underground,Steel Storage tank Dismantling "ards..A valid permit was issuer-, by the head of the LOCAL fire department FDID#.J. to transport this tank to this yarc�. Name and official title of approv d tank yard.ownerror owners authorized representative. I Signature G� Title ' ima►r1a1 ✓ Date signed ,S i I TANKEfl{IOVED:FROM: TANK DATA: Gallons: No. and'Stree+: 17311 Previous contents: 07,r!Sn1 M<_ City'and Town: e�^4ef Diameter: - Fire;Dept. Permit#: oc�LI 2 G 7 1 Length: r Notes: Date Received: Serial# (if available). Tank I.D. # (Form FP-290): i EH¢H.TAINK MUST!-,A A:P.SCEIPT OF DISPOSAL F R to local f'r,r : P Form FP290, or , 290 a idn Fo ) r to.mail re ised'co of NDtific t Qwner./Operato . PY ;;..,,, , department.and: �t I Department o En vironmental E nvironm ntal Protection . Bureau of Waste.''Prevenfion -..PST Program P.O. Box 120-0165 Boston, MA 02112-0165 This signed receipt of disp`:osai must be returned to the head of the local fire department. i corm FP 291 (Rev. 1 1/20091 i i I 4 Make application to local Fire Department. Fire Department retains original application and issues duplicate as Permit. rlI� CC.rf1%1?/v'1�C�7'«ClC'�C,1'�t�il2• f�����.Q%s: GCfil'2Z(,.�' <<, �cruxlrrre%iz/ar:fit-rc n�er�vrrc — 0fuc al>{ � c!ccLc: �r/t, ��nri>/a APPLICATION � � Fee: 100.00 for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 14B, Section 38A, 527 CMR 9.00, application is hereby made by: 7Address me (please print) Global Montello Group X Signature(it applying for permit! 4 Falmouth Road Centerville MA 02632 Street city State Zip • • • • r. • Awe I Company Name A. Govoni Backhoe Services Co.or Individual Tighe & Bond Print Print Address 567 Hartford Turnpike Address 4 Barlow's Landing Rd, Pocasset, MA hrewsb ry, MA71545 Print Sig ture (if ppl ri permit) Signature(if applying for permit) C FCI'Certified Other IFCI`Certified D LSP# Other Tank Location 1734 Falmouth Road, Centerville, MA 02632 Steel Address cirv. Tank Capacity(gallons) Substance Last Stored Gasoline Tank Dimensions (diameter x length) Remarks: rank One: 10,000 gallons Tank�Two: 8,000 .gallons Tank Three: 6,000 gallons Tank Four: 6,000 gallons All last held Firm transporting waste T.14 .L. State Lic.# Hazardous waste manifest# E.P.A.# Approved tank disposal yard Grant & Co. Tank yard# 009 Type of inert gas Tank yard address Reedville, MA City or Town Centerville FDID# 01920 Permit# 06gZ02 Date of issue March' L. 2012 - Date of expiration April 20, 2012 r\ Dig safe approval number: 2012-09042 9 Di Safe oil e I. Number-8007322-4844 Signature/Title of Officer granting permit V . After removal(s) ("Consumptive Use' fuel oil tanks exempted)send Form FP-290R signed.by Local Fire Dept.to UST Regulatory Compliance bnit, Department of Fire Services, P.O. Box 1025, State Road,Stow,MA 01775, `International Fire Code Institute f FP-292(revised 4/97) s <E;UG/14),2006/MON 09: 25 COMM FIRE DEPARTMENT FAX No, 5087902385 P, 001/003 91L`'N? ••M CENTERVILLE—OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&-EMERGENCY SERVICES 1875 Falmouth Road, Rte_ 28 Emergency Number: Centerville, MA 02632-3117 Business: (508) 790-2375 John M. Farrington Facsimile: (508)790-2385 Fire Prevention/Administration Chief of Department Facsimile: (508)957-8239 Dispatch Center FAX COMMUNICATION MESSAGE DATE: 2Ilqkyco TO: PHONE: ATTN: FROM: lv' WE ARE SENDING (g ) PAGES, INCLUDING THIS COVER SHEET. PLEASE CALL (508) 790-2375 IF YOU DO NOT RECEIVE THE TOTAL NUMBER OF PAGES. CONFIDENTIALITY NOTICE. This fax transmission may contain confidential Information belonging to the sender and such information is legally privileged and is intended only for the use of the Individual or entity named above. Any copying, disclosure, distribution or dissemination of this Information or the taking of any action based on the contents of this communication Is strictly prohibited. If you have received this transmisslon In error, please notify us immediately by telephone and return the original transmission to us by mail or delivery at our address above. We shall Cover the cost of return mail. Thank youl THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IMFN:*C&IF7 DATA ItiUG/14�2006/MON 09: 25 COMM FIRE DEPARTMENT FAX No, 5087902385 P. 002/003 A u 101920 I U O8 13 I 2006 I �� 106--0002368 I 000 ❑-__- _ Nir'11C� —1 Change Basic FDTD * state* Incident Date * station Tncident Number * Exposure * ❑No AetivL[y Chest thls Dox to In atl di— that she address for this Lncid•nt is provided on the Wlldlend Fire Census Tract $ Location* Qkodule rn Section a"Alta,n _tocarlon Specification". use only Eoe dildlaed fires. u u ®street address 1734 " f F'ALMOUTH RD 'Qlntersection Number/Nllepoat prefix Street or Highway street Type Suffix ❑ln Rear Of Profit of ❑Re ' I3�_J I CETERyzLLE I LM� 102632 I-1 Apt./Suite/Room City State Zip Code ❑Adjacent to I I 0Direetions Cosa atreet or directions, as applicable C Incident Type * El Date & Times Midnight is 0000 E2 Shift & Alarms 411 (Gasoline or other flammable I Check boxes If Month Day Year Hr tin Sae Local option dates are the IDClden[ Type some As Alarm ALA always required 13 ( ' I (�`� 3 Aid Given or Received* Date- Alarm * 08 13 8 I 2006 118:43:3 Sh1fC or Alarms alscricc D Platoon l� ARRIVAL required, unless canceled or did not arrive 1 Mutual aid receives IL( ( ❑ rival* O8 13 2006 118:45:03 I E3 2 ❑Automatic aid recv. Their FDID Their J p special studies 3 ❑I4Rtua1 aid given state CONTROLLED Optional, Except for wLidland fires 4 �Antomatic aid given 1 1 Controlled " " I I I I Local Option 5 ❑Other aid given Their LAST UNIT CLEARED, required except for wildiand firee L Incident Number Last Unit Special special N DgNone ❑ Cleared L08J 1 1311 20061 EL8 2:38 1 Study IDN Study value F' Actions Taken* G1 Resources # G2 Estimated Dollar Losses & Values ElCheck this box and skip thle LOSSES: Required for all fires if known. Optional section Lf an A paratus or for non fires. 43 lHasardous materials I Personnel form pis used. None Apparatua Personnel Froperty $I�� 000 000 Q Primary Action Taken (1) suppression Contents $1 1 000 , 000 ❑ Additional �Action Taken (2) I ors PRE—INCIDFiNT VPaLM Optional I_.r� I I other 0_0_02 1 0004 PropertyJ � 000 000 ❑ Additional Action Taken (3) ❑ Check box if resource counts include aid received resources. Contents J 000 000 ❑ Completed Modules H1*Casua1ties❑1Tone H3 Hazardous Materials Release I Mixed Use Property ixed ❑Firo-2 Fire Deatha Injuries N ❑None NN Not 3-00 Assembly( us® ❑structure-3 service 1� u 20 Education use ❑Civil Fire Cas.-4 i /' 33 medical use []Fire Sere. Cas.-5 C:L i;.L j J _ f/jam 40 residential use ❑ -6 51 Rom of stores Detector 9 53 Hncloaod mall ❑Haz1at-7 Required for Confined Firos. 58 Hue. & Residential ❑Wildlend Fire-8 1❑Powcws aiestad odrntpante 59 Office use ®Apparatus-9 60 znduotrial use ®PersOnnol-10 2❑Detector did not ale=r them .63 2dilitary use .65 Faze use ❑Arson-11 U❑ 00Unknown 0 00 Other mixed use t� Property Use* Structures 341 ld goods,sales,repairs 342❑ 11i.cle/boat sales/repair 131❑Church, place Of worship 361 service station 161❑Rues taurant or cafeteria 419 o office 162 ❑Bar/Tavern of nightclub 429 F; generating plant 213 ElElementaxY school or kindergarten 439 C dry/science lab 215 [:]High school or junior high 449 F �uring plant 241 ❑College, adult education 459 Ik/poultry storage(barn) 311 ❑Care facility for the aged 464E Ldential parking garage 331 ❑Hospital 519 C _ eo outside 936❑vacant lot 981 ❑Construction site 124 ❑Ylaygroand or park 938 QGraded/care for plot of land 984 0 xndustrial plant yard 655 ❑crops or orchard 946 Lake, river, stream 669 C1F9rest (timberland) 951 ❑Railroad right of way youKhavenNOTPchecer ked approperty Use@box: if 807 ❑Outdoor storage area 960 ❑other street Property vs® 571 919 ❑Dump or sanitary landfill 961 ❑Highway/divided highway 931 ❑open land or field 962 ❑Residential street/driveway I service station, gas station 1 NFIRS-1 Revision 03 11 99 COMM Fire Department `__ 01920 08/13/2006 06-0002368 KJG/14,/.2006/MON 09: 25 COMM FIRE DEPARTMENT FAX No. 5087902385 P. 003/003 !C1 " 2erson/Entity Involved I I 1 -1 I__� Local option Business name ar applicable) Area Code Phone Number ❑ 1__. I I " I I u Check this Box if � same address as Mr.,Ms., Mrs. First Name Mr Last Name Suffir. incldehC location. Then skip the three IUI U 'uI daplicale address lines. umber Prefix Street or Highway Street Type gurfilY I I u I I Post office Box Apt-/Suite/Room Cicy u I I-I State Zip code More people involved? Check this box and attach supplemental forms (NFIRS-18) as necessary Same as person Snvolved't K2 Owner Then check this box skip I I I I U The rest of this section. Local Option Business name (ir Applicable) Area Cods Phone Number I I IUI Iu ❑ Check this box if Mr.,Ha., Mrs. First Name MI Last Name Suffix same address as 'thncien ski locatidr I J 1 I ( I Then skip the three duplicate address Number Prefix street or Highway Street type Suffix lines. I I II I Post Office sox Apt./Suite/Room City u I -I State zip Code y Remarks Local Option Caller Name : LAURIE Caller Phone 508-775-2510 OIC : GREENE Pats. . 0 rcrosby ; 2006/08/13 18:45:03 - 321 AT EVENT MANNING IS 1 emmobile ; 2006/08/13 18:46:33 - 306 AT EVENT MANNING IS 3 rcrosby ; 2006/08/13 18:44:41 PUMP WILL NOT SHUT OFF rcrosby ; 2006/08/13 18:46:16 EMERGENCY SHUT OFF - CONTINUE 306 FOR CLEANUP rcrosby ; 2006/08/13 18 :51.:24 SMALL SPILL DUE TO A LEAK - SHUT DOWN BANK OF PUMPS AS UNABLE TO ISOLATE NOTIFIED COMPANY'S EMERGENCY RESPONSE TEAM - SITUATION WELL IN HAND Dispatched in 321 along with 306 for a leaking gas pump. Upon arrival spoke to store manager and she stated to me that the gas pump was continiuing to leak gas after its last use a few minutes before. The amount of gas looked to me to be no more than one gallon. Mobil employees had already put down absorbant pads to stop spread of leak per Mobils protocoals. They had also were unable to isolate the power to the one pump and had shut down all of them and put up caution tape and cones to stop any vehicles from driving into the area. Mobil response team was notified and enroute from R.I. Situation was under control, cleared units and returned. 08/14/2006 07:25:14 sgreene L Authorization 18300 I (GREENE, SEAN JILT I I 1 08 1 L.L4] 2006 officer in charge ID Signature Position or rank Assignment Month Day Year Check Box if® 18300 J IGREENE, SEAN J I LT I I I 1 J U 2006 same position or rank Assignment Month Day Year as ofrjcar Member making report ID Signature In charge. :OMM Fire Depaxtment 01920 08/13/2006 06-0002368 k'qKLEINFELDER An employee owned company September 21,2006 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup Southeast Regional Office Attn:Ms.Julie J.Hutcheson 20 Riverside Drive Lakeville,Massachusetts 02347 Re: Class B-1 Response Action Outcome Statement Mobil Service Station#11826(formerly 01-QKJ) 1734 Falmouth Road r Centerville,Massachusetts RTN 4-19357 Ms. Hutchinson: Kleinfelder East,Inc.(Kleinfelder),formerly known as Geologic Services Corporation(GSC)and GSCIKleinfelder, on behalf of Exxon Mobil Corporation(ExxonMobil),has prepared the enclosed Class 13-1 Response Action Outcome (RAO)Statement for the release condition encountered at the above referenced location being addressed under Release Tracking Number(RTN)4-19357. Executed Bureau of Waste Site Cleanup(BWSC)Form number BWSC-104 is included. The ExxonMobil representative overseeing the response actions is Ms.Elizabeth Zinkevicz. By copy of this cover letter the requirement to notify the local Board of Health and the Chief Municipal Officer of the availability of this report at the Southeast Regional Office of Massachusetts Department of Environmental Protection has been met. Please contact the undersigned or Ms.Zinkevicz of ExxonMobil at(617)381-2851 with any questions. Sincerely, KLEINFELDER EAST,INC. ZHarvey iLWilli P.Kenney o Hydrogeologist Project Manager 4 ce .qRos .Semor Cc: Thomas A.McKean,Director of Health Division,200 Main Street Hyannis,MA 02601 ` John Klim,Town Manager,2nd Floor,367 Main Street Hyannis,MA 02601 Ms.Elizabeth Zinkevicz,Exxon Mobil Corporation(file) Ref.#050304 Rpt_B-1 RAO 09-06 KLEINFELDER 30 Porter Road, Littleton, MA 01460 (800) 522-8740 toll free (978)486-0060 phone (978) 486-0630 fax eDEP: Print Receipt Page 1 of 1 Submittal Summary & Receipt Your submission is complete. Thank you for using DEP's online reporting system. You can select"My Homepage" to review your status. DEP Transaction ID: 87278 Date and Time Submitted: 9/21/2006 10:50:55 AM User Email : bross@ma.gsc-global.com Form Name: BWSC 104 RAO Transmittal Form RTN: 4-19357 Location: MOBILE SERVICE STATION#11826 (01-QKJ) Address: 1734 FALMOUTH RD, CENTERVILLE, Person Making Submittal MOBIL BUSINESS RESOURCES CORP ELIZABETH ZINKEVICZ 52 BEACHAM ST RM 208 EVERETT, MA 021495226 LSP LSP#: 4284 LSP Name: BRUCE C ROSS Person Making Certification MOBIL BUSINESS RESOURCES CORP ELIZABETH E. ZINKEVICZ Ancillary Document Uploaded/Mailed BWSC-104 Ques.132 -RAO Report- By Mail e 4 lj9it�a�d{3i�K� 'b r�h��4,r,� Jr. htt s:Hede .de .mass. ov/restricted/webpages/printreceipt.aspx 9/21/2006 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 Release Tracking Number RESPONSE ACTION OUTCOME (RAO) STATEMENT Pursuant to 310 CMR 40.1000(Subpart J) 4� - 19357 - - - - - For sites with multiple RTNs,enter the Primary RTN above. A. SITE LOCATION: MOBILE SERVICE STATION#11826 01-QKJ -+ 1. Site Name/Location Aid: � 2. Street Address: 1734 FALMOUTH RD 3. City/Town: CENTERVILLE 4. ZIP Code: i 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. El a. Tier IA 11 b. Tier IB 0 c. Tier IC d. Tier II 6. If a Tier I Permit has been issued,provide Permit Number: B. THIS FORM IS BEING USED TO: (check all that apply) _ 1. List Submittal Date of RAO Statement(if previously submitted): mm/dd/yyyy 2. Submit a Response Action Outcome(RAO)Statement a. Check here if this RAO Statement covers additional Release Tracking Numbers (RTNs). RTNs that have been previously linked to a Tier Classified Primary RTN do not need to be listed here. b. Provide additional Release Tracking Number(s) - �� - � covered by this RAO Statement. 3. Submit a Revised Response Action Outcome Statement a. Check here if this Revised RAO Statement covers additional Release Tracking Numbers(RTNs),not listed on the RAO Statement or previously submitted Revised RAO Statements. RTNs that have been previously linked to a Tier Classified Primary RTN do not need to be listed here. b. Provide additional Release Tracking Number(s) covered by this RAO Statement. 4. Submit a Response Action Outcome Partial(RAO-P)Statement Check above box,if any Response Actions remain to be taken to address conditions associated with this disposal site having the Primary RTN listed in the header section of this transmittal form. This RAO Statement will record only an RAO-Partial Statement for that RTN. A final RAO Statement will need to be submitted that references all RAO-Partial Statements and,if applicable,covers any remaining conditions not covered by the RAO-Partial Statements. Also,specify if you are an Eligible Person or Tenant pursuant to M.G.L.c.21 E s.2,and have no further obligation to conduct response actions on the remaining portion(s)of the disposal site: Fla. Eligible Person ❑ b. Eligible Tenant ® 5. Submit an optional Phase I Completion Statement supporting an RAO Statement o6. Submit a Periodic Review Opinion evaluating the status of a Temporary Solution for a Class C-1 RAO Statement,as specified in 310 CMR 40.1051 (Section F is optional) 7. Submit a Retraction of a previously submitted Response Action Outcome Statement(Sections E&F are not required) (All sections of this transmittal form must be filled out unless otherwise noted above) Revised:02/28/2006 Page 1 of 7 c Massachusetts Department of Environmental Protection :Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) - 19357 C. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply;for volumes,list cumulative amounts) z1. Assessment and/or Monitoring Only 2. Temporary Covers or Caps 3. Deployment of Absorbent or Containment Materials 4. Treatment of Water Supplies 5. Structure Venting System F] 6. Engineered Barrier 7. Product or NAPL Recovery JID 8. Fencing and Sign Posting 9. Groundwater Treatment Systems F-1 10. Soil Vapor Extraction 11. Bioremediation El 12. Air Sparging 13. Monitored Natural Attenuation 14. In-situ Chemical Oxidation 15. Removal of Contaminated Soils Ela. Re-use,Recycling or Treatment 11 i.On Site Estimated volume in cubic yards El ii.Off Site Estimated volume in cubic yards = iia.Facility Name: L Town: [.;late: iib.Facility Name: Town: tate: iii. Describe: b. Landfill 9 i.Cover Estimated volume in cubic yards '- Facility Name: Town: State: ii. Disposal Estimated volume in cubic yards Facility Name: I__ Town: State: 16. Removal of Drums,Tanks or Containers: - a. Describe Quantity and Amount: b. Facility Name: Town: I State: c. Facility Name: Town: State: l] 17. Removal of Other Contaminated Media: a.Specify Type and Volume: b. Facility Name:I Town: State: c. Facility Name: Town: F __ I State: Revised:02/28/2006 Page 2 of 7 ;Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) 4� - 19357 C. DESCRIPTION OF RESPONSE ACTIONS(cont.): (check all that apply;for volumes,list cumulative amounts) LJ 18. Other Response Actions: Describe: 19. Use of Innovative Technologies: Describe: D.SITE USE: 1. Are the response actions that are the subject of this submittal associated with the redevelopment, reuse or the major expansion of the current use of property(ies)impacted by the presence of oil and/or hazardous materials? 1-1 a. Yes Lr l b. No 11 c.Don't know 2. Is the property a vacant or under-utilized commercial or industrial property("a brownfield property")? Ela. Yes b. No c. Don't know 3. Will funds from a state or federal brownfield incentive program be used on one or more of the property(ies)within the disposal site? Ela. Yes Z b.No ® c. Don't know If Yes, identify program(s): 4. Has a Covenant Not to Sue been obtained or sought? Da. Yes ®✓ b.No ® c.Don't know 5. Check all applicable categories that apply to the person making this submittal: El a.Redevelopment Agency or Authority ® b. Community Development Corporation El c. Economic Development and Industrial Corporation d. Private Developer E] e.Fiduciary [] f. Secured Lender [] g. Municipality h.Potential Buyer non-owner ✓ i.Other, describe: INDUSTRIAL CORPORATION This data will be used by MassDEP for information purposes only,and does not represent or create any legal commitment, obligation or liability on the part of the party or person providing this data to MassDEP. E. RESPONSE ACTION OUTCOME CLASS: Specify the Class of Response Action Outcome that applies to the disposal site,or site of the Threat of Release. Select ONLYone Class. ® 1. Class A-1 RAO: Specify one of the following: a. Contamination has been reduced to background levels. L] b. A Threat of Release has been eliminated. Ej2. Class A-2 RAO: You MUST provide justification that reducing contamination to or approaching background levels is infeasible. L1 3. Class A-3 RAO: You MUST provide an implemented Activity and Use Limitation(AUL)and justification that reducing contamination to or approaching background levels is infeasible. 4. Class A-4 RAO: You MUST provide an implemented AUL, justification that reducing contamination to or approaching background levels is infeasible,and justification that reducing contamination to less than Upper Concentration Limits (UCLs)15 feet below ground surface or below an Engineered Barrier is infeasible. If the Permanent Solution relies upon an Engineered Barrier,you must provide or have previously provided a Phase III Remedial Action Plan that justifies the selection of the Engineered Barrier. Revised:02/28/2006 Page 3 of 7 i Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 'RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) - 19357 E. RESPONSE ACTION OUTCOME CLASS(cont): ✓® 5. Class B-1 RAO: Specify one of the following: a. Contamination is consistent with background levels FZ b. Contamination is NOT consistent with background levels. ® 6. Class B-2 RAO: You MUST provide an implemented AUL. 7. Class B-3 RAO: You MUST provide an implemented AUL and justification that reducing contamination to less than Upper Concentration Limits(UCLs)15 feet below ground surface is infeasible. n 8. Class C-1 RAO: You must submit a plan as specified at 310 CMR 40.0861(2)(h). Indicate type of ongoing response I—I actions. ❑ a. Active Remedial System b. Active Remedial Monitoring Program c.None ® d. Other Specify: 9. Class C-2 RAO: You must hold a valid Tier I Permit or Tier II Classification to continue response actions toward a Permanent Solution. F. RESPONSE ACTION OUTCOME INFORMATION: 1. Specify the Risk Characterization Method(s)used to achieve the RAO described above: El a. Method 1 Z b.Method 2 E] c.Method 3 ® d. Method Not Applicable-Contamination reduced to or consistent with background,or Threat of Release abated 2.Specify all Soil Category(ies)applicable. More than one Soil Category may apply at a Site. Be sure to check off all APPLICABLE categories: Z a. S-1/GW-1 F-I d.S-2/GW-1 Q g.S-3/GW-1 b. S-1/GW-2 e.S-2/GW-2 h.S-3/GW-2 Z c. S-1/GW-3 ❑ f. S-2/GW-3 0 i. S-3/GW-3 3. Specify all Groundwater Category(ies)impacted. A site may impact more than one Groundwater Category. Be sure to check off all IMPACTED categories: a. GW-1 R b. GW-2 ❑ c.GW-3 Q d. No Groundwater Impacted 4. Specify remediation conducted: ® a.Check here if soil remediation was conducted. ® b.Check here if groundwater remediation was conducted. 5.Specify whether the analytical data used to support the Response Action Outcome was generated pursuant to the Department's Compendium of Analytical Methods(CAM)and 310 CMR 40.1056: 11 a. CAM used to support all analytical data. rv� b.CAM used to support some of the analytical data. FJ c.CAM not used. © 6.Check here to certify that the Class A,B or C Response Action Outcome includes a Data Usability Assessment and Data Representativeness Evaluation pursuant to 310 CMR 40.1056. 7. Estimate the number of acres this RAO Statement applies to: 0.004 Revised: 02/28/2006 Page 4 of 7 v4 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number 4� - 19357 Pursuant to 310 CMR 40.1000(Subpart J) G. LSP SIGNATURE AND STAMP: 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 309 CMR4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, > if Section B indicates that either an RAO Statement,Phase I Completion Statement and/or Periodic Review Opinion is being provided,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)comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal. 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. 1. LSP#: 4284 2. First Name: BRUCE C 3. Last Name: ROSS 4. Telephone: (978) 568-8740 � 5. Ext.: 6. FAX: 7. Signature: IBRUCE C ROSS Of s 8. Date: 109/21/2006 o 9. LSP Stamp: mm/dd/yyyy . E onIC H. PERSON MAKING SUBMITTAL: 1. Check all that apply: a.change in contact name b.change of address c. change in the person pp y undertaking response actions 2. Name of Organization:IMOBIL BUSINESS RESOURCES CORP 3. Contact First Name: I ELIZABETH 4. Last Name: ZINKEVICZ 5. Street: 152 BEACHAM ST RM 208 6.Title:ITERRITORY MANAGER 7. City/Town: EVERETT 8. State: MA 9. ZIP Code: 021495226 10. Telephone: (617) 381-2851 � 11.Ext.: 12. FAX: Revised:02/28/2006 Page 5 of 7 Massachusetts Department of Environmental Protection "Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) - 19357 I. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON MAKING SUBMITTAL: 0 1. RP or PRP Z a. Owner ❑ b. Operator ❑ c. Generator ❑ d. Transporter ❑e. Other RP or PRP Specify: ❑ 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) 11 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ❑ 4. Any Other Person Making Submittal Specify Relationship: J. REQUIRED ATTACHMENT AND SUBMITTALS: 1. 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. ❑ 2. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of an RAO Statement that relies on the public way/rail right-of-way exemption from the requirements of an AUL. v3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of a RAO Statement with instructions on how to obtain a full copy of the report. 4. Check here to certify that documentation is attached specifying the location of the Site,or the location and boundaries of Fvi the Disposal Site subject to this RAO Statement. If submitting an RAO Statement for a PORTION of a Disposal Site, you must document the location and boundaries for both the portion subject to this submittal and,to the extent defined,the entire Disposal Site. 5. Check hereto certify that,pursuant to 310 CMR 40.1406,notice was provided to the owner(s)of each property within the ❑ disposal site boundaries,or notice was not required because the disposal site boundaries are limited to property owned by the party conducting response actions.(check all that apply) ❑ a. Notice was provided prior to,or concurrent with the submittal of a Phase II Completion Statement to the Department. ❑ b. Notice was provided prior to,or concurrent with the submittal of this RAO Statement to the Department. ❑ c. Notice not required. d. Total number of property owners notified,if applicable: 71 6. Check here if required to submit one or more AULs. You must submit an AUL Transmittal Form(BWSC113)and a ® copy of each implemented AUL related to this RAO Statement. Specify the type of AUL(s)below: (required for Class A-3,A-4,B-2,B-3 RAO Statements) ❑ a. Notice of Activity and Use Limitation b. Number of Notices submitted: _ ❑ c. Grant of Environmental Restriction d. Number of Grants submitted: ❑ 7. If an RAO Compliance Fee is required for any of the RTNs listed on this transmittal form,check here to certify that an RAO Compliance Fee was submitted to DEP,P.O.Box 4062,Boston, MA 02211. ® 8. Check here if any non-updatable information provided on this form is incorrect,e.g.Site Address/Location Aid. Send corrections to the DEP Regional Office. 9. Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised:02/28/2006 Page 6 of 7 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) - 19357 K. CERTIFICATION OF PERSON MAKING SUBMITTAL: 1.I,JELIZABETH E.ZINKEVICZ ,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 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(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties,including, but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. 2 By: ELIZABETH E.ZINKEVICZ 3. Title: TERRITORY MANAGER Signature 4. For: MOBIL BUSINESS RESOURCES CORP 5. Date: 09/20/2006 (Name of person or entity recorded in Section H) mm/dd/yyyy 6. Check here if the address of the person providing certification is different from address recorded in Section H. 7. Street: 8. City/Town: 9. State: 1= 10. ZIP Code: 11. Telephone: 12.Ext.: = 13. FAX: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY 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. Date Stamp(DEP USE ONLY:) Received by DEP on 9/21/2006 10:50:55 AM Revised:02/28/2006 Page 7 of 7 kn K L E I N F E L D E R An employee owned company ,1 i CLASS B-1 RESPONSE ACTION OUTCOME STATEMENT WITH METHOD 2 RISK CHARACTERIZATION MOBIL SERVICE STATION#11826 1734 FALMOUTH ROAD CENTERVILLE,MASSACHUSETTS DEP RTN 4-19357 September 2006 f Prepared by: Prepared for: ` Kleinfelder East,Inc. ExxonMobil Corporation 30 Porter Road 52 Beacham Street Littleton,MA 01460 Everett,MA 02149 (978)486-0060 r Kleinfelder Project No.050304 KLEINFELDER 30 Porter Road, Littleton, MA 01460 (800) 522-8740 toll free (978) 486-0060 phone (978)486-0630 fax I QUALITY ASSURANCE/QUALITY CONTROL i The following personnel have reviewed this report for accuracy, content and quality of presentation: oss, Date Senior Project Manager f � 7 John E. arvey Date Projec anager 'Z * am . enne Date drogeologist Ref.#050304_Rpt_B-1 RAO 09-06 i TABLE OF CONTENTS 1.0 INTRODUCTION............................................................................................................................3 1.1 Site Representation..............................................................................................................3 1.2 Regulatory Status/Background.......................................................... 1.3 Sensitive Receptors in Site Area.........................................................................................4 ,I 2.0 SUBSURFACE INVESTIGATION—SOIL BORINGS.................................................................5 3.0 IDENTIFICATION OF SOURCE AND EXTENT OF RELEASE................... 5 3.1 Source of Release............................................................ ..............................5 3.2 Vertical and Horizontal Extent of OHM.............................................................................5 3.2.1 Extent of Petroleum Related OHM in Soils...........................................................6 3.2.2 Extent of Petroleum Related OHM in Groundwater..............................................6 4.0 ENVIRONMENTAL FATE& TRANSPORT................................................................................7 4.1 Identification of Constituents of Concern(COCs)..............................................................7 4.2 Physical and Chemical Properties of Constituents of Concern...........................................7 5.0 EXPOSURE ASSESSMENT...........................................................................................................8 . 5.1 Site Activities and Uses.......................................................................................................8 5.2 Potential Migration Pathways and Receptors......................................................................8 5.3 Potential Human Receptors.................................................................................................9 5.4 Potential Environmental Receptors.....................................................................................9 5.5 Exposure Points and Exposure Point Concentrations .........................................................9 5.5.1 Exposure Point Concentrations—Soil..................................................................10 6.0 RISK CHARACTERIZATION......................................................................................................11 6.1 Risk Characterization Method...........................................................................................I I 6.2. Identification of Soil Categories........................................................................................11 6.3 Identification of Groundwater Categories.........................................................................12 ` 6.4 Determination of Applicability of Leaching Based Soil Standards...................................12 6.5 Comparison of EPCs to Applicable Soil Standards...........................................................13 7.0 CHARACTERIZATION OF RISK OF HARM TO HEALTH,PUBLIC WELFARE AND THE ENVIRONMENT...........................................................................................................................13 + 8.0 CHARACTERIZATION OF RISK OF HARM TO SAFETY......................................................13 9.0 DATA USEABILITY ....................................................................................................................14 10.0 SUPPORT OF CLASS B-1 RESPONSE ACTION OUTCOME STATEMENT..........................14 11.0 REFERENCES...............................................................................................................................15 12.0 LIMITATIONS..............................................................................................................................15 Ref.#050304_Rpt_B-1 RAO 09-06 Mobil Service Station#1 1826(formerly Ol-QKJ) Kleinfelder Page 1 BIBLIOGRAPHY OF REPORTS Mobil Service Station#11826(Formerly 01-QKJ) 1734 Falmouth Road Centerville,Massachusetts RTN#4-19357 I Date of Report Title of Report Prepared By i September 2005 Release Notification Form and Tank Excavation GSCIKleinfelder Assessment November 2005 Notice of Responsibility MADEP September 2006 Class 13-1 Response Action Outcome Statement Kleinfelder I �I i Ref.#050304_Rpt_B-1 RAO 09-06 i Mobil Service Station#11826(formerly 01-QKJ) Kleinfelder Page 2 List of Appendices Appendix A- Figures Figure 1 —Locus Plan Figure 2—Property Plan I Figure 3—Disposal Site Plan Figure 4—Vicinity Plan Figure 5—GIS Map and Legend Appendix B - Tables Table 1 —Soil Analytical Data Summary-Polynuclear Aromatic and Extractable Petroleum Hydrocarbons Table 2—Physical and Chemical Properties of Constituents of Concern Table 3 —Exposure Point Concentrations of Excavation Area Soil Samples and Comparison to Applicable Method 1 Soil Standards Appendix C - Soil Boring Logs Appendix D- Laboratory Analytical Results- Soil I Ref.#050304_Rpt_B-1 RAO 09-06 i Mobil Service Station#11826(formerly 01-QKJ) Kleinfelder Page 3 1.0 INTRODUCTION Kleinfelder East, Inc. (Kleinfelder),formerly known as Geologic Services Corporation(GSC)and GSCIKleinfelder,on behalf of Exxon Mobil Corporation(ExxonMobil),has completed a Method 2 Risk Characterization and Class 13-1 Response Action Outcome(RAO)for the Mobil Service Station#11826 (Formerly Ol-QKJ) located at 1734 Falmouth Road in Centerville,Massachusetts. The surrounding area and site features are illustrated on Figures 1 through 5 (Appendix A). This report has been prepared in accordance with the requirements of the Massachusetts Department of Environmental Protection (MADEP)in the Massachusetts Contingency Plan(MCP), 310 CMR 40.0000. 1.1 Site Representation The subject property consists of a single parcel of land totaling approximately 26,136 square feet located at 1734 Falmouth Road in Centerville,Massachusetts(Figure 1 —Locus Plan,Figure 2—Property Plan, and Figure 5—GIS Map&Legend). The property is an active Mobil retail gasoline facility. A single-story concrete block convenience store housing a retail area and office space is located on the northern portion of the property. Four gasoline USTs(two 6,000-gallon, one 8,000-gallon and one I0,000-gallon capacity)are located on the western portion of the property. One 1,000-gallon capacity fiberglass used oil underground storage tank(UST)was located approximately 12 feet west of the station building and was removed on April 26, 2005. Used oil is now stored in a 60-gallon capacity above ground storage unit located adjacent to the dumpster enclosure in the northeast corner of the property. Seven gasoline dispensers and an associated overhead canopy are located in the central portion of the property. The majority of the property is covered by bituminous pavement and/or reinforced concrete, however landscaped areas exist on the property's periphery(Figure 2). The subject property is immediately bounded to the north and west by residential properties(283 Old Stage Road and 1758 Falmouth Road respectively). Falmouth Road(Route 28)and Old Stage Road border the property to the south and west,respectively(Figure 4). Additional residential properties are located further to the north,west,and south. Commercial properties are located further to the east, beyond Old Stage Road. For the purpose of the risk characterization presented herein and pursuant to 310 CMR 40.0006,the disposal site is defined as those areas where oil and/or hazardous material(OHM) associated with release tracking number(RTN)#4-19357 have come to exist. As such,the disposal site is ` viewed to be limited to the portion of the ExxonMobil property located in the immediate vicinity of the former used oil UST,removed on April 26,2005,and may be delineated by soil borings SB-1 through SB-5 (Figure 3). Ref.#050304_Rpt_B-1 RAO 09-06 Mobil Service Station#11826(formerly O1-QKJ) Kleinfelder Page 4 1.2 Regulatory Status/Background Station upgrade activities were conducted on the subject property during the period of April 5 through April 26,2005. On April 26,2005 GSC personnel observed the removal of one 1,000-gallon fiberglass used oil UST. Laboratory analytical results of in-situ soil samples collected from the bottom of the excavation revealed the presence of C19-C36 Aliphatic hydrocarbons and C11 -C22 Aromatic Hydrocarbons at levels exceeding the applicable RCS-1 reportable concentrations. A Release Notification Form(RNF)was submitted on behalf of ExxonMobil in conjunction with a Tank Excavation Assessment Report in order to meet the requirements of 310 CMR 40.0371. On November 8,2005,the Massachusetts Department of Environmental Protection(MADEP)issued a Notice of Responsibility(NOR)which assigned a RTN 4-19357 and established a deadline of September 22,2006 for Tier Classification or a Response Outcome Statement submittal. 1.3 Sensitive Receptors in Site Area The closest surface water bodies to the subject site are the Bumps River and associated wetlands located approximately 2,000 feet to the northwest of the subject property. In addition,cranberry bogs and an unnamed stream and associated wetlands are located approximately 0.5 miles to the southwest and southeast of the subject site, respectively. No other surface water bodies or wetlands are known to exist within 0.5 miles of the subject property(Figure 1). The subject property is located in a potential drinking water source area pursuant to 310 CMR 40.0006 due to the location within an area designated as a medium yield aquifer(Figure 5). According to the Town of Centerville Board of Health,the town is serviced by a municipal public water supply. The nearest supply well is located approximately 1 mile to the west of the subject property(Figure 5). No private drinking water supply wells are known to exist within 500 feet of the subject site. Subsurface utilities located in the vicinity of the disposal site include electrical lines servicing the gasoline USTs and yard lights. Underground natural gas,water,electrical, and telecommunications conduits enter 1734 Falmouth Road from connections in Old Stage Road,to the east. An on-site septic system is located east of the station building. The disposal site is not located within an Area of Critical Environmental Concern. There are no known, fish or endangered species habitats or open spaces within a 500-foot radius of the subject property. This is based on information from the Massachusetts GIS Map(Figure 5). Ref.#050304_Rpt_B-1 RAO 09-06 Mobil Service Station#11826(formerly 01-QKJ) Kleinfelder Page 5 2.0 SUBSURFACE INVESTIGATION—SOIL BORINGS On May 23,2006,Kleinfelder personnel oversaw the advancement of soil borings SB-1, SB-2, SB-3, SB-4, and SB-5. Boring advancement was performed by Geosearch Inc.(Geosearch)of Fitchburg, Massachusetts using direct-drive methodology(Geoprobe®). Prior to boring advancement,each location was pre-cleared to depths of seven to ten feet below ground surface(bgs)using vacuum excavation methods. Soil borings SB-2, SB-3,B-4, and S-5 were advanced to 20 feet bgs and SBA was advanced to 30 feet bgs. A description of samples collected from each boring is included on the boring logs { (Appendix Q. During the advancement of the soil borings listed above, soil samples collected at less than 8 feet bgs were obtained via hand auger methods while all other samples were collected during Geoprobe® advancement using acetate sleeves. Soil samples were screened in the field with a photoionization detector(PID)calibrated to read total volatile organic compounds(VOCs)as benzene in parts per million by volume(ppmv). PID responses from all samples revealed non-detectable levels(ND)of VOCs. A total of seventeen soil samples collected from soil borings SB-1 through SB-5 were submitted to Accutest Laboratories Inc., (Accutest)of Marlborough,Massachusetts for analysis of target polycyclic aromatic hydrocarbons(PAHs)and Extractable Petroleum Hydrocarbon(EPH)fractions via MADEP- Approved Methodology. In addition,two of these soil samples were submitted to Accutest for analysis of VOCs via EPA method 8260B. Results of the VOC analysis did not reveal the presence of detectable levels of target VOCs in the samples submitted for analysis. Soil sample analytical data are summarized in Table 1 (Appendix B). Complete laboratory soil sample analytical results are included in Appendix D. 3.0 IDENTIFICATION OF SOURCE AND EXTENT OF RELEASE 3.1 Source of Release The presence of OHM detected in soil at the disposal site is viewed to be associated with the historic use of the former used oil UST. The potential source of petroleum constituents detected in the immediate vicinity of the previously existing used oil UST may be attributable to one or more diminutive surface spills associated with routine operations. 3.2 Vertical and Horizontal Extent of OHM y The vertical and horizontal extent of petroleum compounds in the subsurface was estimated by compiling data collected by Kleinfelder personnel during tank excavation assessment and subsequent subsurface assessment activities. Soil quality data for the site consists of PID readings as well as laboratory analytical results from soil collected during these activities. Soil sample locations are depicted on Figure 3—Appendix A. Ref.#050304_Rpt—B-1 RAO 09-06 i Mobil Service Station#11826(formerly 01-QKJ) Kleinfelder Page 6 3.2.1 Extent of Petroleum Related OHM in Soils A total of twenty-two soil samples were collected from the immediate vicinity of the former used oil UST, and analyzed for EPH fraction range constituents PAH target analytes(Table 1). Two of these soil samples(SB-1 10%11')and(SB-4 7'-8')were analyzed for VOCs via EPA method 8260B. VOCs were not detected above analytical method detection limits in either SB-1 (10'-11')or SB-4(7'-8'). EPH fractions(C19-C36 Aliphatics and C11-C22 Aromatics)were detected in four of the 22 soil samples(NORTH-SW 4',EAST-SW 4',BOTTOM-SW 7.5', SB-1 10'-11'). The highest concentrations Of C19-C36 Aliphatics and C11-C22 Aromatics were detected in the sample collected from the bottom of the used oil UST excavation("BOTTOM-SW 7.5"). EPH fractional range constituents were not detected in soil samples collected at depths of 14-15 feet bgs and 29-30 ft.bgs beneath the location where "BOTTOM SW 7.5"was collected. 1 Five samples collected from the limits of the UST excavation were analyzed for arsenic,barium, cadmium, chromium, lead,mercury,nickel and zinc. Concentrations of metals detected in the five soil samples did not exceed the applicable RC S-1 reporting concentrations. The maximum detected concentrations of metals were below the MADEP 90th percentile background values for natural soil (MADEP,2002). These data indicate that the presence of OHM associated with RTN 3-19357 (C11-C22 Aromatics and C19-C36 Aliphatics)is limited to the immediate vicinity of the former used oil UST, at depths of approximately four to eleven feet bgs. Refer to Table 1 for a summary of soil analytical data. 3.2.2 Extent of Petroleum Related OHM in Groundwater I f Soil borings installed in the vicinity of the former used oil UST were advanced to a maximum depth of 30 feet bgs. The groundwater table was not encountered during subsurface exploration. Soil samples collected from soil boring SB-1 indicate that the vertical extent petroleum impact is limited to depths of less than 14— 15 feet bgs,beneath an area covered by asphalt pavement. Based on these data, the vertical extent of adsorbed phase petroleum impact does not appear to extend to the depth of the water table, and the relatively small area of residually impacted soil is unlikely to be exposed to significant groundwater leaching. As such,there is no evidence of groundwater impact associated with the presence of OHM detected in soil associated with RTN 4-19357. 1 Ref.#050304_Rpt_B-1 RAO 09-06 Mobil Service Station#11826(formerly 01-QKJ) Kleinfelder Page 7 4.0 ENVIRONMENTAL FATE&TRANSPORT 4.1 Identification of Constituents of Concern(COCs) COCs are those chemicals that are both identified at the site and are associated with a release of OHM. Unless specific justification can be provided for eliminating a constituent from the risk f characterization, all constituents detected at a disposal site are considered to be COCs and are carried F through the risk characterization process. Constituents are eliminated from the list of COCs if they are present at low frequency of detection and in low concentrations; if they are present at levels which are consistent with"background"concentrations for the area and there is no evidence that these chemicals are related to activities at the site; or if the chemicals are field or laboratory contaminants. Constituents may also be eliminated if they are considered essential nutrients and are therefore, not toxic at the concentrations detected in site media. Laboratory analytical data from soil collected at the site indicate that the following compounds ihave been detected: C9—C18 aliphatic hydrocarbons,C11 -C22 aromatic hydrocarbons,C19-C36 aliphatic hydrocarbons, arsenic,barium, cadmium,chromium, lead,mercury,nickel, and zinc. Although arsenic, barium, cadmium, chromium, lead,mercury,nickel,and zinc were detected in soil samples collected from the disposal site,these analytes have been detected at concentrations consistent with natural background and therefore,were eliminated as COCs. In addition, C9-C18 aliphatic hydrocarbons were detected on an infrequent basis and at concentrations just above the analytical method detection limit and therefore,were eliminated as a COC from the risk characterization. As such,the identified constituents of concern associated with RTN 4-19357 are C11 -C22 aromatic hydrocarbons,and C19-C36 aliphatic hydrocarbons. 4.2 Physical and Chemical Properties of Constituents of Concern The properties influencing the environmental fate and transport of each COC that will be carried through the remainder of the risk characterization process are summarized in Table 2 (Appendix B)and are discussed below. For the purposes of evaluating the environmental fate and transport of the EPH C11-C22 Aromatic fraction,the physical/chemical properties of aromatic compounds with carbon equivalents of 10-12, 12-16,and 16-21 are used to predict the environmental fate and transport of EPH fraction constituents(TPH Working Group, 1997). In general PAH compounds are relatively insoluble in water, non-volatile, and have a strong tendency to become adsorbed to soil particles as indicated by the organic carbon partition coefficient(Koc)values shown on Table 2. However,there is a decreasing resistance to oxidation and reduction as molecular weight increases. PAH compounds are relatively persistent in the environment, may undergo biotransformation to water-soluble compounds, or may bioaccumulate. The EPH fraction range C19-C36 Aliphatics, is considered immobile(Table 2). Ref.#050304_Rpt_B-1 RAO 09-06 Mobil Service Station#11826(formerly 01-QKJ) Kleinfelder Page 8 5.0 EXPOSURE ASSESSMENT 5.1 Site Activities and Uses It is anticipated that the use of the property on which the disposal site is located will continue to be that of a gasoline retail facility for the reasonably foreseeable future. However future site uses have not been restricted through the implementation of an Activity and Use Limitation(AUL),therefore it is assumed that the property may be redeveloped as a residence in the future. Properties in the immediate vicinity of the site consist of commercial,residential and undeveloped areas. i 5.2 Potential Migration Pathways and Receptors i "Migration pathway"means a pathway by which an OHM is transported at or from a site. Typical transport mechanisms can be identified as follows: • wind erosion and atmospheric dispersion; • volatilization and atmospheric dispersion; • volatilization and enclosed-space accumulation; • leaching and groundwater transport; • mobile LNAPL migration;and • storm/surface water transport. Due to the subsurface location of the EPH fraction impact to soil, as well as their relative immobility and retention in the area and depth of impact, the only potential migration pathway of the identified COCs present in subsurface soil at this location is as follows: • leaching and groundwater transport. As mentioned in Section 1.3, subsurface utilities including municipal water and storm water drainage conduits are located in the vicinity of the disposal site. However, depth to groundwater measured at monitoring wells in the vicinity of subsurface utility lines range from approximately 35 to 36 feet below grade;therefore,the potential for groundwater to intersect the subsurface utilities located in the ' vicinity of the site is not likely. There are no surface water bodies known to be located within 1,000 feet of the disposal site. The nearest surface water body is Bumps River and associated wetlands located approximately 2,000 feet northwest of the disposal site. As discussed in Section 3.2.2 of this report,residual petroleum impact was detected at depths of 4 to 12 ft bgs below an area paved with asphalt,and does not extend to or approach the depth of the water table. Although constituents of the C1 I-C22 Aromatic fraction may leach from soil to groundwater,the limited magnitude and extent of residual soil impact following used oil UST excavation is not viewed to represent a significant source. None of the PAH target analytes(including naphthalenes)with leaching potential were detected in site soil. Based on these data, a complete migration pathway from site soil to groundwater does not appear to exist. Ref.#050304 Rpt_B-1 RAO 09-06 Mobil Service Station#11826(formerly 01-QKJ) Kleinfelder Page 9 5.3 Potential Human Receptors Under current site conditions,potential human receptors include employees of the gasoline retail facility and visitors to the facility. The volume of soil impact is located in the subsurface,beneath pavement,mitigating direct contact exposures to humans under current conditions. The COCs detected in s subsurface soil are not volatile;therefore no migration pathway from soil to indoor air exists under current or future site conditions. The entire disposal site and portions of the surrounding property are covered in pavement or bituminous concrete. As such,under current conditions,a potentially complete exposure pathway does not exist for the identified potential human receptors to OHM in soil. While no redevelopment work is scheduled for the site in the near future,construction/utility workers may be exposed to constituents in soil via dermal contact,incidental ingestion and inhalation of fugitive dust during future redevelopment or utility repair work. The site is located on a commercial property within a residential/commercial area and will continue to be used for commercial purposes for the reasonably foreseeable future. However,since no AUL will be applied to the subject property,the site may be used for residential and/or agricultural purposes in the future. 5.4 Potential Environmental Receptors For environmental receptors,potential soil exposure to terrestrial or avian receptors has been mitigated by the presence of reinforced or bituminous concrete under current conditions. The disposal site is not located within an identified Area of Critical Environmental Concern (Figure 5)and endangered species are not known exist on the property. As such,the site is not considered a"substantial habitat" for Iterrestrial or avian receptors under present or potential future conditions pursuant to section 9.5.2.1 (3)of the Method 3 Environmental Risk Characterization Guidance Document. The majority of impacted soil is k ' greater than 3 feet below grade, and no threatened or endangered species exist near the site. Therefore, according to DEP guidance,the site is not considered a habitat for terrestrial or avian receptors in the future. There are no other environmentally sensitive habitats located within 1,000 feet of the subject property(see Figure 5). 5.5 Exposure Points and Exposure Point Concentrations Given the current and reasonably foreseeable activities and uses for the site,and the environmental data indicating that impacted soil is present under the paved portions of the site,the apparent locations and magnitude of potential contact(i.e.,the exposure points)are identified in the following sections. i Ref.#050304_Rpt_B-1 RAO 09-06 Mobil Service Station#11826(formerly 01-QKJ) Kleinfelder Page 10 5.5.1 Exposure Point Concentrations—Soil The COCs in soil have been identified as EPH carbon range fractions,C11-C22 aromatic and C19 -C36 Aliphatic hydrocarbons. The soil exposure point has been determined to include subsurface soils which may be disturbed during future maintenance,development,or landscaping activities at the site. As such, impacted soil located in the vicinity of the former used oil UST excavation has; for proposes of this risk characterization,been identified as an exposure point to impacted soil. Under current uses,there is no complete exposure pathway to subsurface soils at the site. However,based on the limited extent of OHM impact as discussed in Section 3.2.1,the potential for future site development and the absence of an AUL, a complete exposure pathway to subsurface soils may exist in the future. i A hotspot evaluation was performed for the residual COC concentrations in soil collected from the UST excavation("BOTTOM-SW 7.5"). COC concentrations detected in this sample were of similar magnitude as detected concentrations in soil sample"SB-1 10-11". However COC concentrations detected in samples"NORTH-SW 4"and"EAST-SW 4"are approximately 10- 100 fold higher than the "NORTH-SW 4" and"EAST-SW 4"excavation sidewall samples(4 ft bgs). Soil samples`BOTTOM- SW 7.5"and"SB-1 10-11"were collected from the same area,under the former UST, and represent the maximum residual OHM impact following excavation. According to MADEP Risk Characterization guidance, Section 2.3.1 (1995), a single sample does not constitute a hotspot. Moreover,this volume of subsurface soil impact was horizontally and vertically delineated by samples containing non-detectable concentrations of EPH constituents. Upon future redevelopment in which subsurface soil could be made accessible,the residual EPH fraction constituent concentrations in the six-by-nine foot excavation area would be mixed with surrounding soil containing no detectable impact. Thus,this area does not represent a significant volume of residual impact, nor is it a point of higher potential exposure than the surrounding soil. Thus,the samples within the former UST area in which COCs were detected are considered to represent the exposure potential of site soil. For the purposes of EPC calculation, it has been assumed that a potential receptor may be exposed to OHM at levels equal to the arithmetic mean concentration of each COC in site soil samples in which they were detected. The EPCs were calculated based on detected concentrations in four excavation area soil samples("BOTTOM-SW 7.5", "SB-1 10-11","NORTH-SW 4", and"EAST-SW 4". A total of eighteen soil samples were not included in the calculation of soil EPCs due to non-detectable concentrations of COCs,and thus were eliminated from the risk characterization. I Ref.#050304_Rpt_B-1 RAO 09-06 Mobil Service Station#11826(formerly 01-QKJ) Kleinfelder Page 11 6.0 RISK CHARACTERIZATION 6.1 Risk Characterization Method Based on the types and levels of constituents present in site media and the identified constituents of concern,the appropriate method for conducting a risk characterization for the site was selected. A Method 2 Risk Characterization(Method 2)approach was selected based on the following criteria: (1)human receptors could potentially be exposed predominantly through contact with soil and(2) there are no constituents detected within the top 2 feet of soil which are known to bioaccumulate. The Method 2 approach consists of a comparison of constituent levels in soil to applicable Method 1 soil standards,but with a determination that leaching-based soil standards are not applicable at this site. The I MADEP developed the Method 1 standards based on conservative exposure assumptions which are intended to be protective of potential exposures at most disposal sites. 6.2. Identification of Soil Categories For the purpose of evaluating the exposure potential to soil,the MCP classifies soil in three distinct categories: S-1, S-2, and S-3. Category S-1 soils are associated with the highest potential for exposure while Category S 3 soils have the lowest potential for exposure. The divisions amongst the soil categories are dependent upon the frequency and intensity of site use by both children and adults,and the accessibility of the site soil. Soil categories were selected pursuant to 310 CMR 40.0933(9)(Soil Category Selection Matrix). Under current conditions,the disposal site is covered with pavement. Based on current use conditions, soil located within the boundaries of the disposal site at depths of 0 to 15 feet below grade is considered"potentially accessible." Soil located at depths greater than 15 feet below grade is considered "isolated." For employees at the retail gasoline facility,the frequency of exposure is considered high and the intensity of soil exposure is low, as employees are at the site on a continuing basis but are not involved in activities that disturb the soil. Visitors and trespassers(including children)at the site are assumed to have f a low frequency and intensity of exposure,as they are at the site on an intermittent basis and are not involved in activities that disturb the soil. Construction/utility workers that may be involved with redevelopment or utility repair work on the site are considered to have a low frequency and high intensity of soil exposure as they are on the site for a short period of time(i.e.,a time period that is typically less than 6 months)and are involved in activities that may disturb the soil. Therefore,based on current site conditions, soil is classified as Category S-3. Ref.#050304_Rpt_B-1 RAO 09-06 i Mobil Service Station#11826(formerly 01-QKJ) Kleinfelder Page 12 Since there are no restrictions on site use, it is assumed that the site may be redeveloped as a residential property in the future. Therefore,under potential future conditions,and in the absence of an AUL,soil will also be classified as category S-1. 6.3 Identification of Groundwater Categories The MCP identifies three groundwater categories(GW-1,GW-2,and GW-3),which correspond to the potential for three different types of exposure(i.e.,as drinking water,as a source of indoor air impact,and as a source of surface water impact,respectively). Pursuant to 310 CMR 40.0932(2),groundwater at all sites is considered to be a potential source of discharge to surface water and so,at a minimum,is classified as Category GW-3. Given the depth to groundwater data(i.e. greater than 15 feet)and the location of the on- site building, groundwater at the site does not meet the criteria for groundwater category GW-2. Groundwater at this site does meet the criteria set forth in 310 CMR 40.0932(4)for groundwater category GW-1 and;therefore, for the purposes of risk characterization,will be classified as such. 6.4 Determination of Applicability of Leaching Based Soil Standards Under a Method 2 risk characterization approach,the soil standards that consider leaching potential may be demonstrated to be not applicable. As stated in MCP 40.0985 (2),this determination may be made on a chemical-specific basis or for the site as a whole. The following chemical-specific and site considerations are viewed to demonstrate that the Method 1 S-1/GW-1 standard for Cll—C22 Aromatics, which is based on leaching considerations, is not applicable. • Residual constituents detected in site soil following the used oil UST removal consisted solely of EPH fraction range constituents. • No target PAH analytes,which overlap in fate and transport characteristics with the C11-C22 fraction range constituents,were detected in any soil sample. These target analytes include the lower-molecular weight PAHs that are constituents of oils and have higher environmental mobility, as well as the more persistent high-molecular weight PAHs found in used motor oil. • The C11-C22 Aromatic fraction concentration in a single post-excavation soil sample (BOTTOM-SW 7.5')exceeded the S-1/GW-1 leaching-based standard(Table 1),but this standard was not exceeded in any subsequent samples collected to further characterize subsurface soil in this area. • Vertical delineation of the volume of soil impacted by C11-C22 Aromatic fraction range constituents indicates this fraction is retained in subsurface soil,with no detection in soil samples collected at sampled depths greater than 10-11 ft bgs. • C11-C22 Aromatic fraction constituent spatial distribution in site soil demonstrates no detectable migration into deeper soil via dissolved phase transport or equilibrium partitioning. In conclusion,the limited extent of OHM as indicated by the low frequency of residual Cl 1-C22 Aromatic fraction detection in site soil,demonstrates that the residual impact does not represent a significant source to groundwater in the site area. Ref.#050304_Rpt—B-1 RAO 09-06 Mobil Service Station#11826(formerly 01-QKJ) Kleinfelder Page 13 6.5 Comparison of EPCs to Applicable Soil Standards Given the applicable soil categories described above,Table 3 (Appendix B)presents a comparison of EPCs to applicable Method 1 soil standards. As indicated on Table 3,neither of the EPH fraction range EPCs exceeded the most stringent of the applicable soil category S-1/GW-3 (equivalent to the Method 2 Direct Contact)soil standard. 7.0 CHARACTERIZATION OF RISK OF HARM TO HEALTH,PUBLIC WELFARE AND THE ENVIRONMENT To evaluate the risk of harm to health,public welfare,and the environment,the EPCs for constituents in soil were compared to the Method 1 S-1/GW-3 and S-3/GW-3 Standards. The Method 2 risk characterization applied site-specific conditions to justify that the leaching-based Method 1 S-1/GW-1 standard is not applicable to the site. As discussed in the previous sections,EPCs calculated for soil do not exceed the applicable Method 1 soil standards. Based on the results of the risk characterization,a condition of No Significant Risk of harm to health,public welfare and the environment as defined in 310 CMR 40.0973(7)exists at this site. This risk characterization was performed assuming there are no restrictions on current or future site use. 8.0 CHARACTERIZATION OF RISK OF HARM TO SAFETY The purpose of evaluating the risk of harm to safety is to identify release-related conditions at the site,which have resulted or may result in a release of constituents currently or in the foreseeable future that could pose a threat of physical harm or bodily injury to people. The risk of harm to safety was characterized by comparing current and reasonably foreseeable conditions at the site and in the surrounding environment to applicable or suitably analogous safety standards. Examples of conditions that constitute a risk of harm to safety are:the presence of rusted or corroded drums or containers;weakened berms;unsecured pits,ponds,lagoons,or other dangerous structures;any threat of fire or explosion,including the presence of explosive vapors resulting from a release of OHM; reactive chemicals stored or disposed of in a way that does not reasonably preclude uncontrolled reactions; any uncontained materials which exhibit the characteristics of corrosively,reactivity,or flammability described in 310 CMR 40.0347;or the presence of ionizing or nonionizing radiation. No such safety hazards were identified at the site,nor are they anticipated to occur in the future. Therefore,a condition of No Significant Risk of harm to safety exists for this site. Ref.4050304_Rpt_B-1 RAO 09-06 i Mobil Service Station#11826(formerly O1-QKJ) Kleinfelder Page 14 9.0 DATA USEABILITY The soil laboratory analytical data reports used in completing this B-1 RAO and Method 2 Risk Characterization for this site was prepared by Accutest,a Massachusetts Certified Laboratory. The data used in support of this RAO meets the quality assurance standards to achieve presumptive certainty. It is the opinion of the licensed site professional(LSP)-of-Record for this site that data used in this assessment is of a sufficient level of precision,accuracy and completeness to support the RAO. Furthermore, it is the opinion of the LSP-of Record that,based on the nature of the release,the soil data collected and used in support of this RAO are adequate and sufficient to assess the extent of impact and the risk associated with the release. 10.0 SUPPORT OF CLASS B-1 RESPONSE ACTION OUTCOME STATEMENT The disposal site associated with RTN 4-19357 is the area in the immediate vicinity of the previously existing used oil UST as delineated by soil borings SB-1 through SB-5 located at 1734 Falmouth Road in Centerville,Massachusetts. Based on the fact that residual OHM in soil pose No Significant Risk of harm to human health, safety,public welfare,or the environment under current and potential future site conditions, a Permanent Solution for the site identified as RTN 4-19357 has been achieved. A Class 13-1 RAO Statement may be filed for RTN 4-19357 for the following reasons: • A clear and accurate description of the location of the RAO boundaries exists. • Information supporting the conclusion that a level of No Significant Risk has been achieved or exists. • Remedial actions have not been conducted because a level of No Significant Risk exists • The risk characterization is not contingent upon an Activity and Use Limitation restricting site use. • The Method 2 Risk Characterization performed for the site indicates that the site does not pose a risk of harm to human health, safety,public welfare, or the environment. • No soil concentrations exceed Upper Concentration Limits(UCLs). • A Data Usability Assessment has been documented. • The Chief Municipal Officer and Board of Health have been notified of the availability of this RAO pursuant to 310 CMR 40.1403 (3)(f). Based on the Method 2 Risk Characterization a condition of"No Significant Risk"has been demonstrated at this site. While residual petroleum hydrocarbon concentrations do exist in the subsurface environment of the site at concentrations greater than background, conducting further remedial response actions at the site,whose only purpose would be to further attempt to approach background,has been considered infeasible for the following reasons: Ref. #050304_Rpt_B-1 RAO 09-06 i Mobil Service Station#11826(formerly 01-QKJ) Kleinfelder Page 15 • Site use is expected to remain as business(retail petroleum station)use for the foreseeable future. • Based on current site conditions and the location of all current and potential future sensitive receptors,the resources necessary to continue response actions are disproportionate to the benefit of achieving background levels. Based on this information,the requirements of a Class B-1 RAO are viewed to have been met such that a Permanent Solution has been achieved in accordance with 310 CMR 40.1046(1). 11.0 REFERENCES The following sources have been referenced herein: Massachusetts DEP,310 CMR 40.0000, Massachusetts Contingency Plan,Commonwealth of Massachusetts Department of Environmental Protection. MADEP, 1995. Guidance for Disposal Site Risk Characterization in Support of Massachusetts Contingency Plan, Interim Final Policy BWSC/ORS-95-141. Massachusetts Department of Environmental Protection, Bureau of Waste Site Cleanup and Office of Research and Standards,July. GSCIKleinfelder, September 2005. Tank Excavation Assessment Report—Mobil Service Station#11826 (01-QKJ), 1734 Falmouth Road, Centerville,MA MADEP,November 8, 2005. Notice of Responsibility—Mobil Service Station#11826(01-QKJ), 1734 Falmouth Road,Centerville,MA 12.0 LINUTATIONS This report was prepared in accordance with standards of environmental engineering and geologic practices generally accepted in the Commonwealth of Massachusetts at the time of this investigation. This investigation, as conducted by Kleinfelder and others,was conducted solely for the purpose of evaluating subsurface environmental conditions with respect to soil and groundwater in the vicinity of the site. Evaluation of the geologic and environmental conditions for the purposes of the investigation was made from the stated number of data collection points. Subsurface conditions may vary both away from the data points available and over time. Ref.#050304_Rpt_B-1 RAO 09-06 APPENDIX A Figures - � r �" a' "��'APR' ��• _! _� .F' *�•L �,:E A OWs rKI :.l -�.: •1�'�!"!� ''��M���il.`: <<! �:'�. � �. y y ,� ,o x lOA .sTy}ass 1�:` - a s �-1'1'r.� js? �.WA � / rJ{'j/Lt,�iY�': � jW IQ qjIit ;, a„,d fir .� l%SW A f' kKI �/ �� Y ~}���,,, _.-"'!t'°'- � I �1 T�`�r� �`�,"r;�,F'�� ���i ?r •a! Yip?lV�j � .a �R�d/�4� �� -�i �� `- •� � rice f ���' �F3►�'61' �� e '�. "�-`.r" .nN " ..� y �, ~� f' �I• .r „ r f [4�` 'el`� / J qw"fir lift J[4�� - gg III I 1000 2000 3000 4000 Feet `\ nuunuunnuiiip nnunuumm�n nnunnuuunnu nnuuuu HHHH unnuuu wunuu UTM uuuuuuunuuu/ // nnuu / COORDINATES: t QUADRANGLE LOCATION LATITU 1 ' 387 i LONGITUDE: I' ZONE 19 Notes: FIGURE 1 Topographic contours measured LOCUS 2. Topographic / 1meters. 1734 FALMOUTH • 1 (ROUTE CENTERVELLE, 1 1 1 t" =d lkg% KLEINFELDER Source: USGS Topographic Quads-Bam MA EXPECT MORE Quadrangle Minute 3 (� RESIDENCE . KEY I POST EXCAVATION LAB SAMPLES i IEDWARD T. WATSON —-— PROPERTY BOUNDARY DUMPSTER FORMER -X x FENCE LINE ENCLOSURE 1,000 gal. ___ _ _ U/0 UST —- "� UST UNDERGROUND STORAGE TANK S-0 UTH-SW 4' \ U/0 USED OIL EAST-SW 4' OTTOM-SW 7.5'BUILDING ' EST-SW 4 PREVIOUS EXCAVATION BOUNDARY .............'• RESIDENCE I NORTH-SW 4' I CONCRETE WALK ------J 7 PAD CONCRETE ` O ,,-CANOPY DISPENSER ISLAND (TYP.) BUFORD W. GOINS ' ,--UST ` ) �PAVED� Ir AREA��� � -------- - ---- ILANDSCAP5D LANDSCAPED AREA 0 30 Scale in feet STATE HIGHWAY ROUTE 28 FIGURE 2 PROPERTY PLAN MOBIL SERVICE STATION #1 1826 (FORMERLY 01—QKJ) 1734 FALMOUTH ROAD (ROUTE 28) CENTERVILLE, MASSACHUSETTS GSC REF.: 050304.02SOIL CHECKED BY: DRAFTED BY: CD. DATE: 6 20 05 REVISED BY ANG DATE: 8 9 06 k" KLE IN F E L D E R SOURCE: TYREE DWG# W95001 SP EXPECT MORE { 30 Porter Road • Littleton,MA 01460 9 (800)522-8740 RETAINING WALL LANDSCAPED SB-2 SB-5 SOUTH—SW 4' I -- ---- I SB-1, I I VE WEST—SW 4 BOTTOM—SW 7.5 I EAST—SW 44 STATION BUILDING I I UE FORMER I I 1,000 gal. U/0 UST ——— SB-4* NORTH—SW 4' S B—3 KEY ,b. POST EXCAVATION ANALYTICAL SAMPLES SOIL BORING 0 10 UST UNDERGROUND STORAGE TANK Scale in feet U/0 USED OIL —UE— UNDERGROUND ELECTRIC FIGURE 3 DISPOSAL SITE PLAN APPROXIMATE DISPOSAL MOBIL SERVICE STATION #11826 (FORMERLY 01-QKJ) ---- SITE BOUNDARY 1734 FALMOUTH ROAD (ROUTE 28) CENTERVILLE, MASSACHUSETTS GSC REF.: 050304.03SOIL CHECKED BY: DRAFTED BY: CD DATE: 6 20 05 REVISED BY: ANG DATE: 8 9 06 Lk1qKLE IN F E L D E R SOURCE: GSC FIELD RECONNAISSANCE EXPECT MORE 30 Porter Road 9 Littleton,MA 01460• (800)522-8740 I N ® MAP-1139 136-M MAP-189 135-001 w097 089 09� a o �0 MAP-209 _ �7189 'na 013 a�� M 0209 MAP-169 �O © KEY MAP-189 ® 135 ® 11 j) MAP-209 AP M -189 035 MAP-189 •�' V �09 003 - SITE PROPERTY BOUNDARY 033-001 034 ® 036 MA-189 %132 04 ` ® I SUBJECT 1 MAP-209 MAP# ® 1 PROPERTY 087-001 PARCEL NUMBER -�" (gpUTE 2S) © COMMERCIAL UTE 2B) 0 VACANT S ' ZJTTrI RO AD (RD ® RESIDENTIAL F AY�O MAP-209 087-001 MAP-055,69 C EM ETARY CONDOMINIUMS 1 0 150 Scale in feet FIGURE 4 VICINITY PLAN MOBIL SERVICE STATION #11826 (FORMERLY 01—OKJ) 1734 FALMOUTH ROAD (ROUTE 28) CENTERVILLE, MASSACHUSETTS GSC REF.:050304.01 VICIN ICHECKED BY: DRAFTED 0 REVISED k1q K L E N F E L E R " SOURCE: Town of Barnstable 5 17 05 EXPECT MORE 30 Porter Road • Littleton,MA 01460• (800)522-8740 11 +9 L \\ I M Text Town Names QMA Towns `�.� - Water Supplies IIINNIIN`�, Non Community ... .\♦ M RMWNOi \., \ \� Transmission Lines Pipeline Arbitrary Extension 11�rowerlirie Arbitrary Extension INS, Substation o \. Pipeline AIN Trains �, \1 /v V\///,Landing Strip/Airport M �....., \ W. \ .nMENUNNI �� ♦ . Limited Access Highway MHD Roads 0M I IV IV Other Numbered Hwy ME! i Minor Street or RoadMajor Road-Connector Ng Track Lakes&Ponds water I� `\\�-��\Q\\�. : III ` Q\ \\\�i .,. • yid` : � . Potential Drinking Water Source HIGH YIELD MEDIUM YIELD HIGH YIELD MEDIUM YIELD MA Certified Vernal Pools MA Rare Habitat Resources ACECs Zone A Zone lis Sole source Aquifers [IMOpenspace =Sub-basins [:3Major Basins Solid Waste Sites • � NOW ON M,a Phil . 12� � . • '(ROUTE MASSACHUSETTS �,rt� . APPENDIX B Tables Table 1 Page I of 1 Soil Sample Analytical Results-Polynuclear Aromatic and Extractable Petroleum Hydrocarbons Mobil Faciliity 411826(formerly Ol-QKJ) 1734 Falmouth Road Centerville,Massachusetts April 26,2005 through May 23,2006 Sample Date Depth Acenaph- Acenaph- Anth- B(a)A B(a)P B(b)F B(g,h,i)P B(k)F Chrysene D(a,h)A Fluor- Fluorene 1(1,2,3-cd)P 2-Methyl- Naph- Phen- Pyrene CrCts CIVCM C„-Cr= ID (feet) thene thylene scene (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) anthene (ug/g) (ug/g) naphthalene thalene anthrene (ug/g) Aliphatics Aliphatics Aromatics u ) u g u ) (ug/g) (u ) u ) u (ug/g) u ) u ) MCP Soil Standard S-1/GW-1 20 100 1000 0.7 0.7 0.7 1000 7.0 7.0 0.7 1000 400 0.7 4.0 4.0 700 700 1000 2500 200 MCP Soil Standard S-1/GW-3 1000 100 1000 0.7 0.7 0.7 1000 7.0 7.0 0.7 1000 1000 0.7 500 100 100 700 1000 2500 800 MCP Soil Standard S-2/GW-1 20 100 2500 1.0 0.7 1.0 2500 10 10 0.7 2000 400 1.0 4.0 4.0 700 2500 2500 5000 200 MCP Soil Standard S-2/GW-3 2500 1000 2500 1.0 0.7 1.0 2500 10 10 0.7 1000 2000 1.0 1000 1000 100 2500 2500 5000 2000 MCP Soil Standard S-3/GW-1 20 100 5000 4.0 0.7 4.0 2500 40 40 0.8 2000 400 4.0 4.0 4.0 700 1000 5000 5000 200 MCP Soil Standard S-3/GW-3 4000 1000 5000 4.0 0.7 4.0 2500 40 40 0.8 1000 4000 4.0 1000 1000 100 5000 5000 5000 5000 NORTH-SW 4/26/05 4 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <10 12.3 21.2 EAST-SW 4/26/OS 4 <0.500 <0.500 <0.500 <0.500 10.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <IO <10 28 SOUTH-SW 4/26/OS 4 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <IO <IO Ql WEST-SW 4126/05 4 <0.490 <0.490 <0.490 <0.490 <0.490 <0.490 <0.490 <0.490 <0.490 <0.490 <0.490 <0.490 <0.490 <0.490 <0.490 <0.490 <0.490 <9.9 <99 <20 BOTTOM-SW 4/26/05 7.5 <0.510 <0.510 <0.510 <0,510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 24 3 d90. 651 <0.520 <0.520 <0.520 <0.520 <10 811 151 SB-1 5/23/06 10-11 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <10 <21 SB-1 5/23/06 14-15 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <10 510 <0.510 <0 0 <0 51 . .510 <10 <10 <21 SB-I 5/23/06 19-20 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0. <11 <11 <23 SB-1 5/23/06 24-25 <0.570 <0.570 <0.570 <0.570 <0.570 <0.570 <0.570 <0.570 <0.570 <0.570 <0.570 <0.570 <0.570 <0.570 <0.570 <0.570 <0.570<0.590 <0.590 <0.590 <0.590 <0.590 <12 <12 <24 SB-1 5/23/06 29-30 <0.590 <0.590 <0.590 <0.590 <0.590 <0.590 <0.590 <0.590 <0.590 <0.590 <0.590 <0.590 SB-2 5/23/06 7-8 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <10 <IO <20 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <IO <IO <20 SB-2• 5/23/06 14-15 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <IO <20 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <10 SB-2 5/23/06 19-20 <0.510 <0.510 <0.510 c0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <10 <21 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <l0 SB-3 5/23/06 7-8 <10 <10 <LI <0.520 <0.520 <0.520 <0.520 <0.520 SB-3 5/23/06 14-15 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <ll <II <22 <0.560 <0.560 <0.560 <0.560 <0.560 SB-3 5/23/06 19-20 <0.560 <0.560 <0.560 <0.560 <0.560 <0.560 <0.560 <0.560 <0.560 <0.560 <0.560 <0.560 <10 <10 <20 <0.510 <0.510 <0.510 <0.510 <0.510 SB-4 5/23/06 7-8 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <]0 <LI <0.520 <0.520 <0.520 <0.520 <0.520 <10 SB 4 5/23/06 14-15 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <10 <10 <20 <0.510 <0.510 <0.510 <0.510 <0.510 SB-4 5/23/06 19-20 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <10 <10 <20 <0.510 <0.510 <0.510 <0.510 <0.510 SB-5 5/23/06 7-8 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <IO <10 <21 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 SB-5 5/23/06 14-15 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.520 <0.510 <0.510 <0.510 <0.510 <10 <10 c21 SB-5 5/23/06 19-20 <0.510 <0.510 <0.510 <0.510 <0.510 <O.SIO <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 <0.510 Notes: ug/g-micrograms per gram(parts per million) B(a)A-Benzo(a)anthracene B(a)P-Benzo(a)pyrene B(b)F-Benzo(f)fluoranthene B(k)F-Benzo(k)fluoranthene 1(1,2,3-cd)P-Indeno(1,2,3-cd)pyrene D(a,h)A-Dibenzo(a h)anthracene B(g,h,i)P-Benzo(g,h,i)perylene <0.56-not detected(method detection limit included) MCP Soil Standard-Massachusetts Contigency Plan Method I Risk Characterization Standard for soil Shading-indicates analyte exceeds the applicable Standards -surrogate recoveries not within acceptable ranges Kleinfelder 30 Porter Road,Littleton,MA 9/11/2006 Ref.#050304 Tbl soil-pah+eph TABLE 2 Physical and Chemical Properties of Detected Constituents Mobil Facility#11826(Formerly Ol-QKl) 1734 Falmouth Road(Route 28) Centerville,Massachusetts Compound Molecular Molecular Water Vapor Henry's Law Density Log Kow Log Koc Formula Weight Solubility Pressure Constant (g/cm) mg/L@25"C (mmHg @ 250C) (atm-m3/mole) C9-Clg Aliphatics 12 C-equivalents 170 1.00E-02 1.06E O1 1 1.66E+00 NA NA 5.83 C19-C36 Aliphatics considered immobile Cll-Cu Aromatics 14 C-equivalents 150 5.80E+00 2.43E-02 1 7.20E-04 NA NA 3.7 Notes: Values obtained from Massachusetts Department of Environmental Protection(MA DEP) "Characterizing Risks posed by Petroleum Contaminated Sites:Implementation of the MADEP VPH/EPH Approach, Final Draft,June 2001. NA-not available Log Kow-octanol water partition coefficient Log Koc-organic carbon partition coefficient mg/L-milligrams per liter mmHg-millimeters of mercury atm-m'/mole-Henrys Law constant g/mol-grams per mole mAstandards\Physical-Chemical Properties QA: Date: Table 3 Exposure Point Concentrations of Excavation Area Soil Samples and Comparison to Applicable Method 1 Soil Standards Mobil Facility#11826(Formerly Ol-QK.n 1734 Falmouth Road(Route 28) Centerville,Massachusetts Frequency Range Location of Exposure Point Method 1 Method 1 Constituent of Detected Maximum Arithmetic S-1/GW-3 S-3/GW-3 Detection Detected Mean Soil Standard Soil Standard Concentration Concentration (mg/kg) Concentration (mg/kg) (mg/kg) (mg/kg) I Extractable Petroleum Hydrocarbons C19-C36 Aliphatic Fractions 4 / 4 12 - 3,690 Bottom-SW 1,132 2,500 5,000 C11-C22 Aromatic Fractions 4 /4 21 - 622 Bottom-SW 206 800 5,000 Notes: 1. Analytical results were based on samples: NORTH-SW 4',EAST-SW 4',BOTTOM-SW 7.5',and SB-1 10-11',collected between April 2005 and May 2006. 2. None of the exposure point concentrations exceed the applicable soil standard,which is equivalent to the Method 2 direct contact standard. I III APPENDIX C Soil Boring Logs KLEINFELDER ,,,,;,,,o--n,„m,,,,,y DRILLING LOG: SB-1 all Porler Road.Linle,on:94assachusells,01460 Phone:(978)486-0060-Fax:(978)546-0630 Location: 1734 Falmouth Rd Centerville,MA Total Depth: 30'bgs Water Level: Not Encountered Project: Mobil Facility?t 11826(Formerly 01-QKJ) Screen Length: NA Notes: Boring vac-cleared to 10'bgs Client: E.xxonMobil Diameter: NA No Monitoring Well Installed Drilling Company: Geosearch,Inc. Type: NA Testing consists of PID headspace response(ppmv) Driller: Rodney Caddy Slot Size: NA ND:Non-Detect Using PID Method: Vac-Rig,Geoprobe Casing Length: NA NM:Not Measured ,Dale Start: 5/23/2006 Diameter: NA NA:Not Applicable Date End: 5/23/2006 Type: NA bgs:Below Grade Surface Logged By: BK Checked By: ARG Sample E Depth Well Sample 1D Depth(feet bgs) Blows/6" Pen%Rec Sample n (feet) Construction Description o SS-1 2 NA NA Peastone NM 4 SS-2 4 NA NA Peastone NM SS-3 6 NA NA Peastone NM K SS-4 7-8 NA NA Peastone NM SB-1(10-11) SS-5 10-11 NA NA Brown,Dry, fine SAND,trace fine Gravel ND 1z S13-1(14-15) SS-6 14-15 NA 575' Light Brown,Dry:fine SAND,trace fine Gravel___________________ ND 16 za S13-1(19-20) SS-7 15-20 NA 575' Light Brown,Dry_fine SAND_trace fine Gravel ND 24 SB-I(24-25) SS-8 24-25 NA 575' Brown,Moist, fine SAND,trace fine Gravel ND - -- --- - ------------------------ zx SB-I(29-30) SS-9 29-30 NA 575' Brown,Moist,fine SAND trace fine Gravel ND End of Exploration:30'bgs i2 76 411 44 48 52 Kleinfelder Project#050304 k K L E I N F E L D E R DRILLING LOG: SB-2 .30 Porter Road.Lildeton Mossachzzselts.01460 Phone:(97R)486-0060-f mc:(978)546-06.30 Location: 1734 Falmouth Rd Centerville,MA Total Depth: 20'bgs Water Level: Not Encountered Project: Mobil Facility 01 1826(Formerly 01-QK]) Screen Length: NA Notes: Boring vac-cleared to T bgs Client: ExxonMobil Diameter: NA No Monitoring Well Installed Drilling Company: Geosearch,Inc. Type: NA Testing consists of PID headspace response(ppmv) Driller: Rodney Caddy Slot Size: NA ND:Non-Detect Using PID Method: Vac-Rig/Geoprobe Casing Length: NA NM:Not Measured Date Start: 5/23/2006 Diameter: NA NA:Not Applicable Date End: 5/23/2006 Type: NA bgs:Below Grade Surface Logged By: BK Checked Bv: ARG Sam le Depth Well Sample )D Depth(feet bgs) Blows' Pen/Ree Sample (feet) Construction Description u z SS-1 2 NA NA Peastone NM -4 SS-2 4 NA NA Peastone NM 6 SS-3 6 NA NA Peastone NM SB-2 (7'-8') SS-4 7-8 NA NA Light Brown,Dry,fine SAND ND s ------------------------------------------------------------------------ io iz 1,4 SB-2(14'-15) SS-5 14-15 NA 575' Light Brown,Dry,fine to Medium SAND,trace fine Gravel ND - SB-2(19'-20) SS-6 19-20 NA 575' Light Brown,Moist,fine SAND ND 20 End of Exploration:20'bgs zz 24 26 Kleinfelder Project N 050304 KLEINfELDER DRILLING LOG: SB-3 30 Porter Road,l.itileton Mossoehusens.01460 1111one:1978)486-0060-Far:(978)546-0630 Location: 1734 Falmouth Rd Centerville,MA Total Depth: 20'bes Water Level: Not Encountered Project: Mobil Facility H 11826(Formerly 01-QKJ) Screen Length: NA Notes: Boring vac-cleared to 7'bes Client: ExxonMobil Diameter: NA No Monitoring Well Installed Drilling Company: Geosearch,Inc. Type: NA Testing consists of PID headspace response(ppmv) Driller: Rodney Caddy Slot Size: NA ND:Non-Detect Using PID Method: Vac-Rig/Geoprobe Casing Length: NA NA:Not Applicable Date Start: 5/23/2006 Diameter: NA bgs:Below Grade Surface Date End: 5/23/2006 Type: NA Logged By: BK Checked By: ARG Sam le E Depth Well Sample ID Depth(feet bgs) Blows/6" Pen'Rec Sample (feet) Construction Description n SS-1 2 NA NA Brown,Dry.fine SAND,some Silt,trace fine Gravel ND 4 SS-2 4 NA NA Light Brown,Dry,fine SAND,trace fine Gravel ND 6 SS-3 6 NA NA Light Brown.Dry,fine SAND ND SB-3(7'-8') SS-4 7-8 NA NA Light Brown,Dry,tine SAND ND x w 14 SB-3(14'-15') SS4 14-15 NA 575' Light Brown,Damp,fine to medium SAND,trace fine Gravel ND ----------------------------------------------------------------------- 6 IN SB-3(19'-20') SS-5 19-20 NA 575' Light Brown,Damp,fine SAND ND 20 End of Exploration:20'bgs 14 -6 Kleinfelder Project#050304 KLEINFELDER DRILLING LOG: M cvnyA',u,v!arnr/rnmFunl. SB-4 30 Porter Road,Littleton Massachusetts,01460 Phone: 978 486-0060-Fax: 978 546-0630 Location: 1734 Falmouth Rd Centerville,MA Total Depth: 20'bgs Watei•Level: Not Encountered Project: Mobil Facility#11826(Formerly 01-QKJ) Screen Length: NA Notes: Boring vac-cleared to T bgs Client: ExxonMobil Diameter: NA No Monitoring Well Installed Drilling Company: Geosearch,Inc. Type: NA Testing consists of PID headspace response(ppmv) Driller: Rodney Caddy Slot Size: NA ND:Non-Detect Using PID Method: Vac-Rig/Geoprobe Casing Length: NA NA:Not Applicable Date Start: 5/23/2006 Diameter: NA logs:Below Grade Surface Date End: 5/23/2006 Type: NA Lo ed By: BK Checked By: ARG Sam le E Depth Well Sample ID Depth(feet bgs) Blows/6" Pen/Rec Sample a feet Construction Description a 2 SS-1 2 NA NA Brown,Dry,fine SAND,some Silt,trace fine Gravel ND 4 SS-2 4 NA NA Light Brown,Dry,fine SAND,trace fine Gravel ND 11 SS-3 6 NA NA Light Brown,Dry,fine SAND ND SE1 4(7'-8') SS-4 7-8 NA NA Light Brown,Dry,fine SAND ND 8 to 12 14 SB4(14'-15') SS-5 14-15 NA 5'/5' Light Brown,Dry,fine SAND ND ------------------------------------------------------------------------ 16 18 S13 4(19'-20') SS-6 19-20 NA 575' Light Brown,Dry,fine SAND ND zo End of Exploration:20'bgs zz 24 26 Kleinfelder Project 4050304 KLEINFELDER .A cmpIo, -.am., DRILLING LOG: SB-5 all Porter Road,Linleron 44nssachuse0s.01460 Phone:(978)486-0060-fnx:(978)546-0630 Location: 1734 Falmouth Rd Centerville,MA Total Depth: 20' Water Level: Not Encountered Project: Mobil Facility#11826(Formerly 01-QKJ) Screen Length: NA Notes: Boring vac-cleared to T bgs Client: ExxonMobil Diameter: NA No Monitoring Well Installed Drilling Company: Gcosearch,Inc. Type: NA Testing consists of PID headspace response(ppnrv) Driller: Rodney Caddy Slot Size: NA ND:Non-Detect Using PID Method: Vac-Rig/Geoprobe Casing Length: NA NA:Not Applicable Date Start: 5/23/2006 Diameter: NA bgs:Below Grade Surface Date End: 5/23/2006 Type: NA Low ed By: BK Checked By: ARG Sam le F Depth Well Sample ID Depth(feet bgs) Blows.%6" Pen/Rec Sample a (feet) Construction Description u SS-I 2 NA NA Brown.Dry,fine SAND,some.Silt,trace fine Gravel ND a SS-2 4 NA NA Light Brown..Dry,fine SAND ND r SS-3 6 NA NA Light Brown,Dry,fine SAND ND SB-5 (T-8') SSA 7-8 NA NA Light Brown,Dry,fine SAND ND 12 u 14 SB-5(14%15') SS-5 14-15 NA 575' Light Brown,Dry,fine to medium SAND,trace fine Gravel ND ---------------------------------------------------------------------- 6 is SB-5(19'-20') SS-6 19-20 NA 575' Light Brown,Damp,Fine to Medium SAND Trace Fine Gravel ND zn End of Exploration:20'bgs 22 ?4 I Kleinfelder Project#050304 APPENDIX D Laboratory Analytical Results—Soil e-Hardeopy 2.0 Autornafed Report New. England o9i2 vas ......--- ..---- Techn�cai Report for ExxonMobil GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA Accutest Job Number: M46855 Sampling Date: 04/26/05 Report to: GSC-Kleinfelder ryarnell@kleinfelder.com ATTN: Robin Yarnell Total number of pages in report: 20 `��o,N�ccpROq� NX Test results contained within this data package meet the requirements Reza and of the National Environmental Laboratory Accreditation Conference Lab Director and/or state specific certification prograps as applicable. Certifications:MA(M-MA136) CT(PH-0109) NH(250204) RI(00071), ME(MA136) FL(E87579) NY(23346) NJ(MA926) NAVY USACE This report shall not be reproduced,except in its entirety,without the written approval of Accutest Laboratories. New England 495 Tech Center West • Building I • Marlborough. MA 01752 . tel:508-481-6200 • fax:508-481-7753 • hitp://vvx"v.acctitest.com M 1 of 20 ,fit SIR SST N146855 I - •-- ' Sections: Table of Contents -1- Section1: Sample Summary ................................................................................................... 3 Section 2: Sample Results ................................................................................ ..... 4 2.1: M46855-1: NORTH-SW 4. .... ......................I.......................................................... 4 2.2: M46855-2: EAST-SW 4' .............................................................................................. 7 2.3: M46855-3: SOUTH-SW 4. ........................................................................................... 10 2.4: M468554: WEST-SW 4. ............................................................................................. 13 2.5: M46855-5: BOTTOM-SW 7.5. .................................................................................... 16 Section 3: Misc. 1 arms .............. 1.9 11: Chain of Custody ...............................................................:........................................... 20 I 2 of M46655 Accutest LabLink055685 13:20 21-Sep-2005 Sample Summary ExxonMobil Job No: M46855 GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA Sample Collected s Matrix Client Number Date Time By Received Code Type Sample ID M46855 t1 04/26/05 10:15 MR 04/27/05 SO Soil NOItTHSW 4 =R o M468554 2+ 04/26/05 10:00 MR 04/27/05 SO Soil EAST SW 4' � M46855 3 04/26/05 10:45 MR 04/27/05 SO Soil SOUTH SW4 g x M4,0 4 i r 04/26/05 10:30 MR 04/27/05 SO Soil WEST SW 4' a M46855 5 F'04/26/05 11:00 MR 04/27/05 SO Soil BOTTOM SW 7=5 i Soil samples reported on a dry weight basis unless otherwise indicated on result page- 3 of 20 A _-_ __sT Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page 1 of 1 Client Sample ID: NORTH-SW 4' Lab Sample ID: M46855-1 Date Sampled: 04/26/05 Matrix: SO - Soil Date Received: 04/27/05 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 95.8 Project: GSCMA:S/S 01-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 P034329.1) 1 05/04/05 MB 04/29/05 OP8820 GP02241 Run#2 Initial Weight Final Volume Run#1 10.2g 2.0ml Run#2 CAS No. Compound Result RL. Units Q 83-32-9 Acenaphthene ND � „510 ug/kg 208-96-8 Acenaphthylene 1�1D 510 ug/kg 120-12-7 AnthraceneND 510 ug/kg 56-55-3 Benzo(a)anthracene ND �� 510 ug/kg 50-32-8 Benzo(a)pyrene NDn'510 ug/kg 205-99-2 Benzo(b)tluoranthene ND x! 510 ug/kg 191-24-2 Benzo(g,h,i)perylene 510 ug/kg r k _ 207 08-9 Benzo(k)tluoranthene IND� 510 ug/kg 218 O1 9 Chrysene t; 510 ug/kg 53-70-3 Dibenz(a,h)anthracene ND ; 510 ug/kg 206-44-0 Fluoranthene 1D�'i, 510 ug/kg 86=73-7 Fluorene 510 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 510 ug/kg 91-57-6 2-Methylnaphthalene ND h 510 ug/kg 91 20 3 Naphthalene =ND z 510 ug/kg 85-01-8 Phenanthrene hID 510 ug/kg 129-00-0 Pyrene N110 " ? 510 ug/kg CII-C22 Aromatics (Unadj.) =2, 20000 ug/kg C9-CI8 Aliphatics NO` 10000 ug/kg C19-06 Aliphatics 1230dK '` 10000 ug/kg CII-C22 Aromatics 2Y'2dlf 20000 ug/kg CAS No. Surrogate Recoveries Run# I Run# 2 Limits 84-15-1 o-Terphenyl 86%k ;' 40-140% 321-60-8 2-Fluorobiphenyl -84% 40-140% 580-13-2 2-Bromonaphthalene 40 140% 3386-33-2 I-Chlorooctadecane 61% , 40140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 4 of JUACCLMEE 4146855 - ' N Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page I of I Client Sample ID: NORTH-SW 4' Lab Sample ID: M46855-1 Date Sampled: 04/26/05 Matrix: SO - Soil Date Received: 04/27/05 Method: SW846 8082 SW846 3545 Percent Solids: 95.8 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 YZ26276.D 1 05/04/05 CZ 05/02/05 OP8830 GYZ1096 Run#2 Initial Weight Final Volume Run#1 15.6 g 10.0 ml Run#2 PCB List CAS No. Compound Result RL Units Q 12674-11-2 Aroclor 1016 ND} 100 ug/kg 11104-28-2 Aroclor 1221 ND 1 100 ug/kg 11141-16-5 Aroclor 1232 00 ug/kg 53469-21-9 Aroclor 1242 ND 100 ug/kg 12672-29-6 Aroclor 1248 `ND = ' 100 u /k g g 11097-69-1 Aroclor 1254 Jti1D 100 ug/kg 11096-82-5 Aroclor 1260 100 ug/kg CAS No. Surrogate Recoveries Run# I Run# 2 Limits 877-09-8 Tetrachloro-m-xylene i24% ° ;:; 30-134% 877-09-8 Tetrachloro-m-xylene i3I°lo ';s 30-134% 2051-24-3 Decachlorobiphenyl 30-150% 2051-24-3 Decachlorobiphenyl 124% 30 150% I ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound Q 5 of 20 ST . ..._............................ Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page I of I Client Sample ID: NORTH-SW 4' Lab Sample ID: M46855-1 Date Sampled: 04/26/05 Matrix: SO- Soil Date Received: 04/27/05 Percent Solids: 95.8 Project: GSCMA:S/S Ol-QKJ 1734 Falmouth Rd., Centerville MA Metals Analysis Analyte Result RL Units DF Prep Analyzed By Method Prep Method Arsenic 1,A 4-A t.4p 0.50 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010E 1 SW846 3050B 3 Barium,�ZO 11 20 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010E 1 SW846 3050E 3 Cadmium c U40 0.40 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B 1 SW846 30506 3 Chromium 26 x 0.99 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010E 1 SW846 3050B 3 Lead � �3 0.50 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010E 1 SW846 3050B 3 Mercury K 0.031 mg/kg 1 05/05/05 05/06/05 MA SW846 7471A 2 SW846 7471A 4 Selenium 0.99 mg/kg 1 05/02/05 05/04/05 LMN SW8466010B 1 SW846 3050B 3 Silver ;�O50$ 0.50 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B 1 SW846 3050B 3 (1) Instrument QC Batch: MA5769 (2) Instrument QC Batch: MA5777 (3) Prep QC Batch: MP6995 (4) Prep QC Batch: MP7009 RL = Reporting Limit Ole] 6 of, A e niasass - N N Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page 1 of 1 Client Sample ID: EAST-SW 4' Lab Sample ID: M46855-2 Date Sampled: 04/26/05 Matrix: SO -Soil Date Received: 04/27/05 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 97-0 Project: GSCMA:S/S 01-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO34330.D 1 05/04/05 MB 04/29/05 OP8820 GPO2241 Run#2 Initial Weight Final Volume Run#1 10.2 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q . 83-32-9 Acenaphthene1Q ,5 500 ug/kg 208-96-8 AcenaphthyleneND 500 ug/kg 120-12-7 Anthracene 500 ug/kg 56-55-3 Benzo(a)anthracene AND r xr 500 ug/kg 50-32-8 Benzo(a)pyrene ND a 500 ug/kg 205 99 2 Benzo(b)fluoranthene ND 500 ug/kg 191-24-2 Benzo(g,h,i)perylene NDs 500 ug/kg 207-08-9 Benzo(k)fluoranthene AND 500 ug/kg 218-01-9 Chrysene 500 ug/kg 7 53-70-3 Dibenz(a,h)anthracene 'ND 500 ug/kg 206-44-0 Fluoranthene ND 500 ug/kg 86-73-7 Fluorene AND` s 500 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene AND 500 ug/kg 91-57-6 2-Methylnaphthalene ND ;-500 ug/kg 91-20-3 Naphthalene ND 500 ug/kg 85-01-8 Phenanthrene AND 500 ug/kg 129-00-0 Pyrene AND 500 ug/kg CI1-C22 Aromatics (Unadj.) 28600{u `_20000 ug/kg C9-C18 Aliphatics ND 10000 ug/kg C19-06 Aliphatics �1B�n� 10000 u /k C11-C22 Aromatics 20000 ug/kg CAS No. Surrogate Recoveries Run# I Run# 2 Limits 84 15 1 o Terphenyl82%0 40-140% 321-60-8 2-Fluorobiphenyl 77% 40-140% 580-13-2 2-Bromonaphthalene 73%,< 40-140% 3386-33-2 1-Chlorooctadecane 54° 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 7of20 M4G855 ...... ... . .. . Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page 1 of 1 Client Sample ID: EAST-SW 4' Lab Sample ID: M46855-2 Date Sampled: 04/26/05 Matrix: SO- Soil Date Received: 04/27/05 Method: SW846 8082 SW846 3545 Percent Solids: 97.0 Project: GSCMA:S/S 01-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 YZ26277.1) 1 05/04/05 CZ 05/02/05 OP8830 GYZI096 Run#2 Initial Weight Final Volume Run#1 15.7g 10.0ml Run#2 PCB List CAS No. Compound Result RL Units Q 12674 11-2 Aroclor 1016NDn 98 ug/kg 11104-28-2 Aroclor 1221 NDE 98 ug/kg 11141-16-5 Aroclor 1232 frND 98 ug/kg 53469-21-9 Aroclor 1242 ND 98 ug/kg 12672-29-6 Aroclor 1248 98 ug/kg 11097-69-1 Aroclor 1254 AND 98 ug/kg 11096-82-5 Aroclor 1260 ND 98 ug/kg CAS No. Surrogate Recoveries Run# i Run# 2 Limits 877-09-8 Tetrachloro-m-xylene 1i�6% t 30 I34% 877-09-8 Tetrachloro-m-xylene1y2. 5%ff n 30-134% 2051-24-3 Decachlorobiphenyl121%" - 30 150% 2051-24-3 Decachlorobiphenyl 30-150% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 8 of AMU TEE M46855 N N Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page 1 of I Client Sample ID: EAST-SW 4' Lab Sample ID: M46855-2 Date Sampled: 04/26/05 Matrix: SO- Soil Date Received: 04/27/05 Percent Solids: 97.0 Project: GSCMA:S/S 01-QKJ 1734 Falmouth Rd., Centerville MA Metals Analysis Analyte Result RL Units DF Prep Analyzed By Method Prep Method Arsenic i 1 0.44 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B 1 SW846 3050E 3 Barium £<18 n 18 mg/kg 1 05/02/05 05/04/05 LMN SW846 solos 1 SW846 3050B 3 Cadmium 036 0.36 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B 1 SW846 3050B 3 Chromium 0.89 mg/kg 1 05/02/05 05/04/05 LMN SW846 60108 1 SW846 3050B 3 Lead �1 7 : 0.44 mg/kg 1 05/02/05. 05/04/05 LMN SW846 6010B 1 SW846 3050B 3 Mercury <0'034 6 0.034 mg/kg 1 05/05/05 05/06/05 MA SW846 7471A 2 SW846 7971A 4 Selenium �4 0 89 0.89 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010E 1 SW846 3050E 3 Silver <0 44 -.-0.44 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010E 1 SW846 3050B 3 (1) Instrument QC Batch: MA5769 (2) Instrument QC Batch: MA5777 (3) Prep QC Batch: MP6995 (4) Prep QC Batch: MP7009 I RL = Reporting Limit 9 of 20 MACCUTEST Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page I of I Client Sample ID: SOUTH-SW 4' Lab Sample ID: M46855-3 Date Sampled: 04/26/05 Matrix: SO - Soil Date Received: 04/27/05 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 93.5 Project: GSCMA:S/S OI-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH35147.D 1 05/06/05 SL 04/29/05 OP8820 GGH2854 Run#2 Initial Weight Final Volume Run#1 10.2g 2.0ml Run #2 CAS No. Compound. Result RL Units Q 83-32-9 Acena hthene 2 p ND r . ,5 0 ug/kg , � 208-96-8 Acenaphthylene rND , a 520 ug/kg 120-12-7 Anthracene ND 520 ug/kg 56-55-3 Benzo(a)anthracene %ND 520 ug/kg 50-32-8 Benzo(a)pyrene 520 ug/kg 205-99-2 Benzo(b)fluoranthene €hID ; -520 ug/kg 191-24-2 Benzo(g,h,i)perylene :ND 520 ug/kg 207-08-9 Benzo(k)fluoranthene r'NDa 520 ug/kg 218-01-9 Chrysene "ND 520 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 520 ug/kg 206-44-0 Fluoranthene ND 520 ug/kg 86-73-7 Fluorene ND 520 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND ' 520 ug/kg 91-57-6 2-Methylnaphthalene AND :520 ug/kg 91-20-3 Naphthalene ND '520 ug/kg 85-01-8 Phenanthrene � 520 ug/kg 129-00-0 Pyrene ;ND` 520 ug/kg Cll-C22 Aromatics (Unad4 ) ;`,;ND ar 21000 ug/kg C9-C18 Aliphatics iNI) 10000 ug/kg C19-C36 AliphaticsD i 10000 ug/kg CII-C22 Aromatics AND _ 4 21000 ug/kg CAS No. Surrogate Recoveries Run# I Run# 2 Limits 84-15-1 o-Terphenyl6�5%; y 40-140% 321-60-8 2-Fluorobiphenyl R<72% 40-140% 140/o 580-13-2 2-Bromonaphthalene '67v°f�3� _` ° a„ 40 3386-33-2 I-Chlorooctadecane w6i% y 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 10 of 12 A h14G855 '• N W Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page I of 1 Client Sample ID: SOUTH-SW 4' Lab Sample ID: M46855-3 Date Sampled: 04/26/05 Matrix: SO-Soil Date Received: 04/27/05 Method: SW846 8082. SW846 3545 Percent Solids: 93.5 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 YZ26278.D 1 05/04/05 CZ 05/02/05 OP8830 GYZ1096 Run#2 Initial Weight Final Volume Run #1 16.0 g 10.0 ml Run#2 PCB List CAS No. Compound Result RL Units Q 12674-11-2 Aroclor 1016 rND ' '' <: 100 ug/kg 11104-28-2 Aroclor 1221 :ND =' 100 ug/kg 11141-16-5 Aroclor 1232 ND ' 100 ug/kg 53469-21-9 Aroclor 1242 ND 100 ug/kg 12672-29-6 Aroclor 1248 ND 100 ug/kg 11097-69-1 Aroclor 1254 ND 100 ug/kg 11096-82-5 Aroclor 1260 ND 100 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 877-09-8 Tetrachloro-m-xylene 30-134% 877-09-8 Tetrachloro-m-xylene i`15% = " 30-134% 2051-24-3 Decachlorobiphenyl. 30150% 2051-24-3 Decachlorobiphenyl II'S% W? 30-150% I ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound MEJ 11 of 20 A T. A,146855 ,... ... . Accutest LabLink@55.685 13:20 21-Sep-2005 Report of Analysis Page t of I Client Sample ID: SOUTH-SW 4' Lab Sample ID: M46855-3 Date Sampled: 04/26/05 Matrix: SO - Soil Date Received: 04/27/05 Percent Solids: 93.5 Project: GSCMA:S/S Ol-QKJ 1734 Falmouth Rd., Centerville MA Metals Analysis Analyte Result RL Units DF Prep Analyzed By Method Prep Method i Arsenic Ig w k 0.46 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B SW846 3050E 3 Barium <1 18 mg/kg 1 05/02/05 05/04/05 LMN SW846 60108 SW846 3050B 3 Cadmium c0 37 , 0.37 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010E t SW846 3050E 3 Chromium 0.92 mg/kg I 05/02/05 05/04/05 LMN SW846 6010E t SW846 3050B 3 Lead 4¢1 �1 k� 0.46 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B I SW846 3050B 3 Mercury 0.032 mg/kg 1 05/05/05 05/06/05 MA SW846 747]A Z SW846 7471A 4 Selenium 0.92 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B t SW846 3050E 3 Silver <�046 0.46 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B 1 SW846 3050B 3 (1) Instrument QC Batch. MA5769 ' (2) Instrument QC Batch: MA5777 (3) Prep QC Batch: MP6995 (4) Prep QC Batch: MP7009 RL = Reporting Limit 12 of 12ACCUTEE, M16a55 N A Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page I of 1. Client Sample ID: WEST-SW 4' Lab Sample ID: M46855-4 Date Sampled: 04/26/05 Matrix: SO- Soil Date Received: 04/27/05 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 98.4 Project: GSCMA.S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH35148.1) 1 05/06/05 SL 04/29/05 OP8820 GGH2854 Run #2 Initial Weight Final Volume Run#1 10.3 g 2.0 nil Run#2 CAS No. Compound Result RL Units Q 83-32-9 AcenaphtheneN�D s ` 490 ug/kg 208-96-8 Acenaphthylene ND 490 ug/kg 120-12-7 Anthracene -�N" g g � 490 u /k 56 55-3 Benzo(a)anthracene END - 490 ug/kg 50-32-8 Benzo(a)pyrene AND '490 ug/kg 205-99-2 Benzo(b)fluoranthene. ND� 490 ug/kg 191-24-2 Benzo(g,h,i)perylene AND k ?490 ug/kg 207-08-9 Benzo(k)fluorantheneND w 490 ug/kg 218 O1 9 ChryseneD f 490 ug/kg 53-70-3 Dibenz(a,h)anthracene NOD 490 ug/kg 206-44-0 Fluoranthene 490 ug/kg 86-73-7 Fluorene 490 u /k 193-39-5 Indeno(1,2,3-cd)pyrene `ND 490 ug/kg 91-57-6 2-MethyInaphthalene FND,f � , 490 ug/kg 91-20-3 Naphthalene 490 ug/kg 85-01-8 Phenanthrene '°ND 490 ug/kg 129-00-0 Pyrene 490 ug/kg CI1-C22 Aromatics (Unad4 ) i'ND 20000 ug/kg p � ' 9900 ug/kg C1 C9 8 Ali haticsND � C19-C36 Aliphatics ND 9900 ug/kg C11-C22 Aromatics 20000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 84-15-I o-Terphenyl 67°I° " ". 40-140% 321-60-8 2-Fluorobiphenyl 75% = 40-140% 580-13-2 2-Bromonaphthalene 40-140% 3386-33-2 I-Chlorooctadecane 60 0; 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration-range N = Indicates presumptive evidence of a compound 13 of 20 12ACCLMEST M46855 _.. Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page 1 of I Client Sample ID: WEST-SW 4' Lab Sample ID: M46855-4 Date Sampled: 04/26/05 Matrix: SO-Soil Date Received: 04/27/05 Method: SW846 8082 SW846 3545 Percent Solids: 98.4 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 YZ26279.D 1 05/04/05 CZ 05/02/05 OP8830 GYZ1096 Run #2 Initial Weight Final Volume Run #1 15.9 g 10.0 ml Run #2 PCB List CAS No. Compound Result RL Units Q 12674-11-2 Aroclor 1016 AND 96 ug/kg 111.04-28-2 Aroclor 1221 AND 96 ug/kg 11141- 16 5 Aroclor 1232 ND��-�. �96 ug/kg 53469-21-9 Aroclor 1242ID 96 ug/kg 12672-29-6 Aroclor 1248 96 ug/kg 11097-69-1 Aroclor 1254 ND 96 ug/kg 11096-82-5 Aroclor 1260 ENDSff 96 uglkg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 877-09-8 Tetrachloro-m-xylene1% 3 30-134% 877-09-8 Tetrachloro-m-xylene °120a 30-134% 2051-24-3 Decachlorobiphenyl 30-150% 2051-24-3 Decachlorobiphenyl 30-150/o o ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 14ofI M46855 N Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page I of I Client Sample ID: WEST-SW 4' Lab Sample ID: M46855-4 Date Sampled: 04/26/05 Matrix: SO -Soil Date Received: 04/27/05 Percent Solids: 98.4 Project: GSCMA:S/S Ol-QKJ 1734 Falmouth Rd., Centerville MA Metals Analysis Analyte Result RL Units DF Prep Analyzed By Method Prep Method Arsenic O 86 =0.46 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010E 1 SW846.3050B 3 Barium -Sl 18 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B 1 SW846 3050B 3 Cadmium <0 37 0.37 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010E i SW846 3050B 3 Chromium IOM6 0.92 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B 1 SW846 3050B 3 Lead 50 0.46 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B 1 SW846 3050E 3 Mercury <0 031 i;0.031 mg/kg 1 05/05/05 05/06/05 MA SW846 7471A 2 SW846 7971A 4 Selenium mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B 1 SW846 3050B 3 Silver O46 t f 0.46 mg/kg 1 05/02/05 05/04/05 LMN SW846 solos 1 SW846 3050B 3 (1) Instrument QC Batch: MA5769 (2) Instrument QC Batch: MA5777 (3) Prep QC Batch: MP6995 (4) Prep QC Batch: MP7009 RL = Reporting Limit 15 of 20 __: Ste'. M46855 .-... ,. . Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page I of I Client Sample ID: BOTTOM-SW 7.5' Lab Sample ID: M46855-5 Date Sampled: 04/26/05 Matrix: SO - Soil Date Received: 09/27/05 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 96.7 Project: GSCMA:S/S Ol-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO34333.1) 1 05/04/05 MB 04/29/05 OP8820 GPO2241 Run#2 Initial Weight Final Volume Run#1 10.2g 2.0ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 AcenaphtheneND 510 ug/kg 208-96-8 Acenaphthylene. ND� 510 ug/kg 120 12-7 AnthraceneND T 510 ug/kg 56-55-3 Benzo(a)anthracene 510 ug/kg 50 32 8 Benzo(a)pyrene ND zn aA 510 ug/kg 205-99-2 Benzo(b)fluoranthene 510 ug/kg 191-24-2 Benzo(g,h,i)perylene rND 510 ug/kg 207-08-9 Benzo(k)fluorantheneND 510 ug/kg 218-01-9 ChryseneND } 510 ug/kg 53-70 3 Dibenz(a,h)anthracene 510 ug/kg 206-44-0 Fluoranthene ND 510 ug/kg 86-73-7 Fluorene "NDz 510 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene Nb 510 ug/kg 91-57-6 2-Methylnaphthalene 510 ug/kg 91-20-3 Naphthalene ND' Kx 510 ug/kg 85-01-8 Phenanthrene NDa 510 ug/kg 129-00-0 Pyrene 1VD 1 510 ug/kg C11-C22 Aromatics (Unad4 ) �622000 20000 ug/kg C9-C18 Aliphatics 2000 10000 ug/kg C19-06 Aliphatics 3690000,,,� 10000 ug/kg m CII-C22 Aromatics 62200(i` 20000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 84-15-1 o-Terphenyl 81% 40 190% 321-60-8 2-Fluorobiphenyl 86% 40-190% 580-13-2 2-Bromonaphthalene -$1% 40-140% 3386-33-2 1-Chlorooctadecane ;fi?% 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound R 16 of .. .Ate h746855 vs Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page I of I Client Sample ID: BOTTOM-SW 7.5' Lab Sample ID: M46855-5 Date Sampled: 04/26/05 Matrix: SO - Soil Date Received: 04/27/05 Method: SW846 8082 SW846 3545 Percent Solids: 96.7 Project: GSCMA:S/S 01-OKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 YZ26280.1) 1 05/04/05 CZ 05/02/05 OP8830 GYZ1096 Run#2 Initial Weight Final Volume Run#1 16.0 g 10.0 ml Run#2 PCB List CAS No. Compound Result RL Units Q 12674-11-2 Aroclor 1016 �NDM 97 ug/kg 11104 28 2 Aroclor 1221ND� ; 97 ug/kg 11141-16-5 Aroclor 1232 `97 u /k g g 53469-21-9 Aroclor 1242ND ; a 97 ug/kg 12672-29-6 Aroclor 1248 N r �} �. 97 ug/kg 11097-69-1 Aroclor 1254 97 ug/kg 11096-82-5 Aroclor 1260I�iD��� 97 ug/kg CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 877-09-8 Tetrachloro-m-xylene93% q 30-134% 877-09-8 Tetrachloro-m-xylene M77% _`° 30-134% 2051-24-3 Decachlorobiphenyl82%� 30 150% 2051-29 3 Decachlorobiphenyl74% N' 30-150% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 17 of 20 12ACCUTEST W46855 ---. _....r Accutest LabLink@55685 13:20 21-Sep-2005 Report of Analysis Page I of i Client Sample ID: BOTTOM-SW 7.5' Lab Sample ID: M46855-5 Date Sampled: 04/26/05 Matrix: SO - Soil Date Received: 04/27/05 Percent Solids: 96.7 Project: GSCMA:S/S OI-QKJ 1734-Falmouth Rd., Centerville MA Metals Analysis Anaiyte Result RL Units DF Prep Analyzed By Method Prep Method Arsenic 0 78 ` 0.50 mg/kg 1 05/02/O5 O5/04/05 LMN SW846 6010B 1 SW846 30506 3 Barium c 2ON 20 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B SW846 3050B 3 Rk Cadmium 0.40 mg/kg 1 05/02/05 05/04/OS LMN SW846 6010B 1 SW846 3050E 3 Chromium 099� " 0.99 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B 1 SW846 3050B 3 Lead mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B I SW846 3050B 3 Mercury <O:U3`2 0.032 mg/kg 1 05/05/05 05/06/OS MA SW846 7471A 2 SW896 7471A 4 Selenium <09 0.99 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B I SW846 3050B 3 Silver 0502.0.50 mg/kg 1 05/02/05 05/04/05 LMN SW846 6010B I SW846 3050B 3 (1) Instrument QC Batch: MA5769 (2) Instrument QC Batch: MA5777 (3) Prep QC Batch: MP6995 (4) Prep QC Batch: MP7009 RL = Reporting Limit 18 of AtPli § Po146855 .. . .. .` . Accutest LabLink@55685 13:20 21-Sep-2005 3 Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody Mfg 19 of 20 A _ ....._..._....:.._ST: N146355 .�.. ..,....... 8©CcuTEs-r. CHAIN OF CUSTODY A� rTESTJOB M y68ss ST-BUILDING Ow YARLBOROUGH,MA 01752 ACCUTEST QUOTE r. L a b o r a t o r i e s TEL-50"8 t-6200-FAX:508-481-7753 CLIENT INFORYATION 'jai^ -"" ;,n''F„ r•=..t'.'"- FA ITY INFORMATION �i_ ,;.. ANALYTICAL INFORMATION ,. MATRIX CODES ,.. i blI' tti,"`f r 1 I I(i OW-DRB/KIN [ C`�CGio�l SYfJT( L r WATER NAPE PRO ,#CT NNAUE / Gw•GROUND f� I, 7.5� h-al,noy'I� Q� WATER ADDRESS LOCATION WW-WASTE x- -t�{1[ n Ply OS'e3�y WATER ✓1 SO- SOIL CITY. STATE LP PROJECT NO. $f SL- SLUDGE a- OIL sENo REPORT TO: LIO-OTHER PHONEi �9 }y$b-O0('� FAX# LIQUID SOL-OTHER ACCUTEST COLLECTIONx a 10 PRESERVVATION '^ oo SOLID SAMPLE I FIELD ID!POINT OF COLLECTION DATE TIME RyL IS g = �* r- LAB USE ONLY WcAk— sv y ' 4 2c bT 10%,s W— Solt Su y' lo-b F x X x 1 4 i o S x 1C y 1( �2 "": DATA TURNAAOUND INFORMATION CY`.y; DATA DELIVERABLE iNFORMATK)N _ Y 99a`% COMMENTSLREMARKS �S 14 DAYS STANDARD APPROVED BY: Ll STANDARD U 7 DAYS RUSH Cl COMMERCIAL'S' U 48 HOUR EMERGENCY O DISK DELIVERABLE U OTHER U STATE FORMS 14 DAY TURNAROUND HAADCOPY.EMERGENCY OR RUSH IS FAX n OTHER(SPECIFY) DATA UNLESS PREVIOUSLY APPROVED SAMPLE CUST�ODlY MUST BE DOCUMENTED BELOW EACH TIME PLES CHANGE POSSESION,INCLUDING COURIER DELIV Y aELDUNASNEO BY SAMPLER: D E: OPU R(CDVED BY: OB 711, A E RE EO BY: RELwowsNED BY: D E T aEcu"m BY: D BY: DATE TwE: a BY: 3. Y 1 oS 16aO 3. 4. a. RELIIJ�MHEDby. d OATE tlVE. aEt 'V PRESERVE WIVEft TEWERATURE C M46855: Chain of Custody Page I of 1 Q® 20 of AiaCr .............. ........... 1046855 ' e-Hardcopy 2.0 Automated Report ®� New England 12AC_UTEs_T JUN 14 2806 la born tortes _ -- — _ — Technical RKeport,fore r _ -. ".... xxonMo i GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA PO#4507400682 WBS#08 Accutest Job Number: M56614 <' Sampling Date: 05/23/06 Report to: GSC-Kleinfelder 30 Porter Road Littleton, MA 01460 ATTN: John Harvey Total number of pages in report: 46 ���F,H ACC.pROq j Test results contained within this data package meet the requirements teaZnd of the National Environmental Laboratory Accreditation Conference Lab Director and/or state specific certification programs as applicable. k.YE R $ Certifications:MA(M-MA136) CT(PH-0109) NH(250204) 121(00071) ME(MA136) FL(E87579) NY(23346) NJ(MA926) NAVY USACE .UIIAThis report shall not be reproduced,except in its entirety,without the written approval of Accutest Laboratories. New England • 495 Tech Center West • Building l Marlborough, MA 01752 • tel: 508-481-6200 • fax:508-481-7753 • http://www.accutest.com ®® 1 of 46 12ACCiJ1'EST. M56614 -11. — — Sections: Table of Contents -1- Section1: Sample Summary ................................................................................................... 3 Section2: Sample Results ........................................................................................................ 5 2.1: M56614-1: SB-5 7'-8' ................................................................................................... 6 2.2: M56614-2: SB-5 14'-15. ............................................................................................... 7 2.3: M56614-3: SB-5 19'-20' ............................................................................................... 8 2.4: M56614-4: SB-4 7'-8' ................................................................................................... 9 2.5: M56614-5: SB-4 14'-15' ............................................................................................... 12 2.6: M56614-6: SB-4 19'-20' ............................................................:.................................. 13 2.7: M56614-7: SB-3 T-8: .................................................................................................. 14 2.8: M56614-8: SB-3 14'-15' ............................................................................................... 15 2.9: M56614-9: SB-3 19'-20' ......................................................................................I......... 16 2.10: M56614-10: SB-2 7'-8' ............................................................................................... 17 2.11: M56614-11: SB-2 14'-15' ........................................................................................... 18 2.12: M56614-12: SB-2 19'-20' ........................................................................................... 19 2.13: M56614-13: SB-1 10'-1l' ........................................................................................... 20 2.14: M56614-14: SB-1 14'-15' ........................................................................................... 23 2.15: M56614-15: SB-1 19'-20' ........................................................................................... 24 2.16: M56614-16: SB-1 24'-25' ........................................................................................... 25 2.17: M56614-17: SB-1 29'-30' ........................................................................................... 26 Section3: Misc. Forms ............................................................................................................ 27 3.1: Chain of Custody ........................................................................................................... 28 3.2: EPH Form ...................................................................................................................... 30 ® 2 ofl ®ACCUTES M56614 ° - Accutest Laboratories Sample Summary ExxonMobil Job No: M56614 GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA Project No: PO#4507400682 WBS#08 Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID M56614 05/23/06 09:45 BK 05/24/06 SO Soil M56614 2 05/23/06 10:05 KB 05/24/06 SO Soil SB M56.1i14 3 05/23/06 10:20 KB 05/24/06 SO Soil SB M56614-4 05/23/06 10:00 BK 05/24/06 SO Soil SB 4 7' 8 M56614 05/23/06 11:00 KB 05/24/06 SO Soil St 4=14' 15','. M5;6:614 6' 05/23/06 11:15 KB 05/24/06 SO Soil SBp419' 20 M56614 7 05/23/06 10:15 BK 05/24/06 SO Soil A45-661-44' 05/23/06 12:00 KB 05/24/06 SO Soil SB 3'44 15' IvI56614.1 05/23/06 12:10 KB 05/24/06 SO Soil SB-3.19 ,20' M56614 10 05/23/06 10:40 BK 05/24/06 SO Soil SB`2'':7 8 yM56614 11.,"_:05/23/06 11:14 KB 05/24/06 SO Soil SB M56614 12 05/23/06 11:25 KB 05/24/06 SO Soil SB 219' 20' M566i4 13 '°'? 05/23/06 12:35 KRB 05/24/06 SO Soil SB 1`10' 11."` Soil samples reported on a dry weight basis unless otherwise indicated on result page. ®� 3 of 46 12 ACGUT EST M56614 -' , � t Accutest Laboratories Sample Summary (continued) ExxonMobil Job No: M56614 GSCMA:S/S 01-QKJ 1734 Falmouth Rd., Centerville MA Project No: PO#4507400682 WBS#08 Sample Collected ` }' Matrix Client Number Date Time By Received Code Type Sample ID M56614 05/23/06 12:40 KRB 05/24/06 SO Soil M5(i614 15 05/23/06 12:50 KRB 05/24/06 SO Soil SB 1.19' 20 M5G614 16 05/23/06 13:05 KRB 05/24/06 SO Soil M56'614 17 05/23/06 13:30 KRB 05/24/06 SO Soil SB 129 30 Soil samples reported on a dry weight basis unless otherwise indicated on result page. ® 4 of M5W4 ®® New England La bo ra'tori es- r -; Section 2 yam'yv r u y j .... �,��� �id�'ty�l ♦iY����G a�f l��x�; f`; Si'n le Results Report of Analysis . ®B 5 of 46 12ACG UTEST,_ M56614 ^b.-';.f.�.I Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SB-5 7'-8' Lab Sample ID: M56614-1 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 96.6 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42687.1) 1 06/09/06 DG 05/29/06 OPII198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.2g 2.0ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 510 ug/kg 208-96-8 Acenaphthylene ND J 510 ug/kg 120-12-7 Anthracene ND, 510 ug/kg 56-55-3 Benzo(a)anthracene ND` ,„.'_: .,,': 510 ug/kg 50-32-8 Benzo(a)pyrene NDC 510 ug/kg 205-99-2 Benzo(b)fluoranthene ND 510 ug/kg 191-24-2 Benzo(g,h,i)perylene ND 510 ug/kg 207-08-9 Benzo(k)fluoranthene ND 510 ug/kg 218-01-9 Chrysene ND 510 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 510 ug/kg 206-44-0 Fluoranthene ND 510 ug/kg 86-73-7 Fluorene ND 510 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND ? 510 ug/kg 91-57-6 2-Methylnaphthalene ND 510 ug/kg 91-20-3 Naphthalene 'ND 510 ug/kg 85-01-8 Phenanthrene ND 510 ug/kg 129-00-0 Pyrene ND 510 ug/kg C11-C22 Aromatics (Unadj ) ND, 20000 ug/kg C9-C18 Aliphatics ND 10000 ug/kg C19-C36 Aliphatics ND 10000 ug/kg CII-C22 Aromatics -ND ;; 20000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl 80% 40-140% 321-60-8 2-Fluorobiphenyl 81% 40-140% 580-13-2 2-Bromonaphthalene 7I% r, . ' 40-140% 3386-33-2 1-Chlorooctadecane 68% 40 140% ND = Not detected J = Indicates an estimated value RL= Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound IN11 6 of 12A 'S, M56614 N N Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SB-5 14'-15' Lab Sample ID: M56614-2 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 95.4 Project: GSCMA:S/S Ol-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42688.D 1 06/09/06 DG 05/29/06 OPII198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.1 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 520 ug/kg 208-96-8 Acenaphthylene ND 520 ug/kg 120-12-7 Anthracene ND 520 ug/kg 56-55-3 Benzo(a)anthracene 'ND 520 ug/kg 50-32-8 Benzo(a)pyrene !ND` 520 ug/kg 205-99-2 Benzo(b)fluoranthene ND 520 ug/kg 191-24-2 Benzo(g,h,i)perylene 520 ug/kg 207-08-9 Benzo(k)fluoranthene ND 520 ug/kg 218-01-9 Chrysene ND . 520 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 520 ug/kg 206-44-0 Fluoranthene ND 520 ug/kg 86-73-7 Fluorene ND `, 520 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 520 ug/kg 91-57-6 2-Methylnaphthalene NDr 520 ug/kg 91-20-3 Naphthalene ND 520 ug/kg 85-01-8 Phenanthrene ND 520 ug/kg 129-00-0 Pyrene ND 520 ug/kg CII-C22 Aromatics (Unadj) 21000 ug/kg C9-C18 Aliphatics 10000 ug/kg C19-C36 Aliphatics 'ND 10000 ug/kg CII-C22 Aromatics _ND 21000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 84-15-1 o-Terphenyl 88% 40-140% 321-60-8 2-Fluorobiphenyl 81% -., 40-140% 580-13-2 2-Bromonaphthalene 72% , 40-140% 3386-33-2 1-Chlorooctadecane 66% 40 140% ND = Not detected J = Indicates an estimated value RL= Reporting Limit B = Indicates analyte found in associated method blank E= Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound I ®� 7 of 46 12 ACC!JTE'ST, M56614 Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SB-5 19'-20' Lab Sample ID: M56614-3 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV I A SW846 3545 Percent Solids: 95.8 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42689.D 1 06/09/06 DG 05/29/06 OP11198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.2 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 510 ug/kg 208 96 8 Acenaphthylene ND 510 ug/kg 120-12-7 Anthracene Nl) 510 ug/kg 56-55-3 Benzo(a)anthracene ND 510 ug/kg 50-32-8 Benzo(a)pyrene ND 510 ug/kg 205-99-2 Benzo(b)fluoranthene ND 510 ug/kg 191-24-2 Benzo(g,h,i)perylene ND '. 510 ug/kg 207-08-9 Benzo(k)fluoranthene -ND` 510 ug/kg 218-01-9 Chrysene ND' . 510 ug/kg 53-70-3 Dibenz a,h anthracene ND 510 u /k g g 206-44- 0 Fluoranthene ND 510 ug/kg 86-73-7 Fluorene avb 510 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 510 ug/kg 91-57-6 2-Methylnaphthalene ND 510 ug/kg 91-20-3 Naphthalene ND 510 ug/kg 85-01-8 Phenanthrene ND 510 ug/kg 129-00-0 Pyrene ND 510 ug/kg C11-C22 Aromatics (Unadj.) ND 21000 ug/kg C9-C 18 Aliphatics ND 10000 ug/kg C 19-C36 Aliphatics ND, 10000 ug/kg C11-C22 Aromatics ND 21000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 84 15-1 o Terphenyl 84X 40-140% 321-60-8 2-Fluorobiphenyl 82% 40 140% 580-13-2 2-Bromonaphthalene '73% 40-140% 3386-33-2 1-Chlorooctadecane 68% 40 140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound ®® 8 of UACCLJTEE M56614 -' ` - N A Accutest Laboratories Report of Analysis Page I of 2 Client Sample ID: S13-4 T-8' Lab Sample ID: M56614-4 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: SW846 8260B Percent Solids: 96.5 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 H32517.D 1 06/02/06 SC n/a n/a MSH1081 Run#2 Initial Weight Final Volume Methanol Aliquot Run#1 20.4 g 15.0 ml 100 ul Run#2 VOA 8260 List CAS No. Compound Result RL Units Q 67 64 1 Acetone ND 200 ug/kg 71-43-2 Benzene =ND 20 ug/kg 108-86-1 Bromobenzene ND 200 ug/kg 74-97-5 Bromochloromethane ND 200 ug/kg 75-27-4 Bromodichloromethane ND 80 ug/kg 75-25-2 Bromoform ND 80 ug/kg 74-83-9 Bromomethane ND 80 ug/kg 78-93-3 2-Butanone (MEK) ND 200 ug/kg 104 51 8 n Butylbenzene ND 200 ug/kg 135-98-8 sec-Butylbenzene ND 200 ug/kg 98-06-6 tert-Butylbenzene ND 200 ug/kg 75-15-0 Carbon disulfide NQ 200 ug/kg 56-23-5 Carbon tetrachloride ND ° 80 ug/kg 108-90-7 Chlorobenzene ND 80 ug/kg 75-00-3 Chloroethane ND 200 ug/kg 67-66-3 Chloroform ND 80 ug/kg 74-87-3 Chloromethane ND 200 ug/kg 95 49 8 o Chloro[oluene ND 200 ug/kg 106-43-4 p-Chlorotoluene ND,.. ,._ 200 ug/kg 96-12-8 1,2-Dibromo-3-chloropropane ;ND 200 ug/kg 124-48-1 Dibromochloromethane ND 80 ug/kg 106-93-4 1,2-Dibromoethane ND 80 ug/kg 95-50-1 1,2-Dichlorobenzene ND 80 ug/kg 541 73 1 1,3 Dichlorobenzene ND i80 ug/kg 106-46-7 1,4-Dichlorobenzene ND -'80 ug/kg 75-71-8 Dichlorodifluoromethane ND 80 ug/kg 75-34-3 1,1-Dichloroethane ND 80 ug/kg 107-06-2 1,2-Dichloroethane ND 80 ug/kg 75-35-4 1,1-Dichloroethene ND 80 ug/kg 156-59-2 cis-1,2-Dichloroethene ND 80 ug/kg 156-60-5 trans-1,2-Dichloroethene 80 ug/kg 78-87-5 1,2-Dichloropropane ND 80 ug/kg ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 9 of 46 JOACC_UTES"� _T. M56614 ' Accutest Laboratories Report of Analysis Page 2 of 2 Client Sample ID: SB-4 7'-8' Lab Sample ID: M56614-4 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: SW846 8260B Percent Solids: 96.5 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA VOA 8260 List CAS No. Compound Result RL Units Q 142-28-9 1,3-Dichloropropane ND ,` ' 200 ug/kg 594-20-7 2,2-Dichloropropane NI) 200 ug/kg 563-58-6 1,1-Dichloropropene ND 200 ug/kg 10061-01-5 cis-1,3-Dichloropropene Nd3 ..80 ug/kg 10061-02-6 trans-1,3-Dichloropropene N'D 80 ug/kg 100-41-4 Ethylbenzene ND 80 ug/kg 87-68-3 Hexachlorobutadiene 'ND 200 ug/kg 591-78-6 2-Hexanone ND 200 ug/kg 74-88-4 Iodomethane ND :: 200 ug/kg 98-82-8 Isopropylbenzene ND 200 ug/kg 99-87-6 p-Isopropyttoluene ND 200 ug/kg 1634-04-4 Methyl Tert Butyl Ether ND 80 ug/kg 108-10-1 4-Methy1-2-pentanone (MIBK) ND ' 200 ug/kg 74-95-3 Methylene bromide ND 200 ug/kg 75-09-2 Methylene chloride ND 80 ug/kg 91-20-3 Naphthalene ND 200 ug/kg 103-65-1 n-Propylbenzene ND 200 ug/kg 100-42-5 Styrene ND 200 ug/kg 630-20-6 1,1,1,2-Tetrachloroethane 200 ug/kg 79-34-5 1,1,2,2-Tetrachloroethane Nb 80 ug/kg 127-18-4 Tetrachloroethene ND 80 ug/kg 108-88-3 Toluene ND 200 ug/kg 87-61-6 1,2,3-Trichlorobenzene ND 200 ug/kg 120-82-1 1,2,4-Trichlorobenzene ND 200 ug/kg 71-55-6 1,1,1-Trichloroethane ND 80 ug/kg 79-00-5 1,1,2-Trichloroethane ND ''80 ug/kg 79-01-6 Trichloroethene ND 80 ug/kg 75-69-4 Trichlorofluoromethane ND 80 ug/kg 96-18-4 1,2,3-Trichloropropane ND 200 ug/kg 95-63-6 1,2,4-Trimethylbenzene ND 200 ug/kg 108-67-8 1,3,5-Trimethylbenzene ND 200 ug/kg 108-05-4 Vinyl Acetate ND 200 ug/kg 75-01-4 Vinyl chloride ND 80 ug/kg 1330-20-7 Xylene (total) ND 80 ug/kg CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 103% 70-130% 2037-26-5 Toluene-D8 9fi% 70-130% 460 00 4 4 $romofluorobenzene 109% 73 128% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 10 of 12ACC_:_T ` M56614 -A,. 't,.I N A Accutest Laboratories Report of Analysis Page I of I Client Sample ID: SB-4 T-8' Lab Sample ID: M56614-4 Date Sampled: 05/23/06 Matrix: SO-Soil Date Received: 05/24/06 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 96.5 Project: GSCMA:S/S 01-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42691.1) 1 06/09/06 DG 05/29/06 OP11198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.2 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND .510 ug/kg 208-96-8 Acenaphthylene ND 510 ug/kg 120-12-7 Anthracene ND .. 510 ug/kg 56-55-3 Benzo(a)anthracene ND._ ;' 510 ug/kg 50-32-8 Benzo(a)pyrene ND" 510 ug/kg 205-99-2 Benzo(b)fluoranthene ND 510 ug/kg 191-24-2 Benzo(g,h,i)perylene ND 510 ug/kg 207-08-9 Benzo(k)fluoranthene ND 510 ug/kg 218-01-9 Chrysene ND 510 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 510 ug/kg 206-44-0 Fluoranthene ND 510 ug/kg 86-73-7 Fluorene ND 510 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 510 ug/kg 91-57-6 2-Methylnaphthalene ND' 510 ug/kg 91-20-3 Naphthalene ND J 510 ug/kg 85 O1 8 Phenanthrene ND 510 ug/kg 129-00-0 Pyrene ND 510 ug/kg CI1-C22 Aromatics (Unadj.) ND 20000 ug/kg C9-C18 Aliphatics ND 10000 ug/kg C 19-C36 Aliphatics ND 10000 ug/kg C11-C22 Aromatics ND, 20000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 84-15-1 o-Terphenyt 40 140% 321-60-8 2-Fluorobiphenyl 83% 40-140% 580-13-2 2-Bromonaphthalene 73% 40-140% 3386-33-2 I-Chlorooctadecane 64% 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound ® 11 of 46 MACE_U ES_T. M66614 Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SB-4 14'=15' Lab Sample ID: M56614-5 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 95.2 Project: GSCMA:S/S Ol-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42692.D 1 06/09/06 DG 05/29/06 OP11198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.1 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 520 ug/kg 208-96-8 Acenaphthylene 520 ug/kg 120-12-7 Anthracene ND 520 ug/kg 56-55-3 Benzo(a)anthracene TND 520 ug/kg 50-32-8 Benzo(a)pyrene ND 520 ug/kg 205-99-2 Benzo(b)fluoranthene ND 520 ug/kg 191-24-2 Benzo(g,hJ)perylene ND 520 ug/kg 207-08-9 Benzo(k)fluoranthene ND 520 ug/kg 218-01-9 Chrysene ND 520 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 520 ug/kg 206-44-0 Fluoranthene >ND 520 ug/kg 86-73-7 Fluorene ND 520 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 520 ug/kg 91-57-6 2-Methylnaphthalene ND 520 ug/kg 91-20-3 Naphthalene ND 520 ug/kg 85-01-8 Phenanthrene ND 520 ug/kg 129-00-0 Pyrene ND 520 ug/kg C11-C22 Aromatics (Unadj.) ND 21000 ug/kg C9-C 18 Aliphatics ND 10000 ug/kg C19-C36 Aliphatics vND 10000 ug/kg CII-C22 Aromatics ND 21000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl 84% 40-140% 321-60-8 2-Fluorobiphenyl 79% 40-140% 580-13-2 2-Bromonaphthalene 69% 40-140% 3386-33-2 1-Chlorooctadecane 68%°;.: 40-140% ND = Not detected J = Indicates an estimated value RL Reporting Limit B = Indicates analyte found in associated method blank E= Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound ®l 12 of Q ACCI.J'F'c M56614 L�'o ,: — N Accutest Laboratories in Report of Analysis Page 1 of 1 Client Sample ID: SB-4 19'-20' Lab Sample ID: M56614-6 Date Sampled: 05/23/06 Matrix: SO - Soil Date Received: 05/24/06 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 96.4 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42693.1) 1 06/09/06 DG 05/29/06 OP11198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.2g 2.0ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 510 ug/kg 208-96-8 Acenaphthylene ND 510 ug/kg 120-12-7 Anthracene ND 510 ug/kg 56-55-3 Benzo(a)anthracene ND 510 ug/kg 50-32-8 Benzo(a)pyrene °1VD 510 ug/kg 205-99-2 Benzo(b)fluoranthene ND ? 510 ug/kg 191-24-2 Benzo(g,h,i)perylene NID 510 ug/kg 207-08-9 Benzo(k)fluoranthene `ND 510 ug/kg 218-01-9 Chrysene ND 510 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 510 ug/kg 206-44-0 Fluoranthene ND 510 ug/kg 86-73-7 Fluorene ND 510 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 510 ug/kg 91-57-6 2-Methylnaphthalene ND 510 ug/kg 91-20-3 Naphthalene ND 510 ug/kg 85-01-8 Phenanthrene ND 510 ug/kg 129-00-0 Pyrene ND ` 510 ug/kg Cll-C22 Aromatics (Unadj.) ND 20000 ug/kg C9-C18 Aliphatics ND 10000 ug/kg C19-06 Aliphatics AND `� 10000 ug/kg C11-C22 Aromatics ND 20000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl 89% 40-140% 321-60-8 2-Fluorobiphenyl '849/6 40-140% 580-13-2 2-Bromonaphthalene 76% 40-140%° 3386-33-2 1-Chlorooctadecane 74%, 40140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound ®® 13 of 46 10 ACCtJTEST, M56614 Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SB-3 V-8; Lab Sample ID: M56614-7 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 95.6 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42694.D 1 06/09/06 DG 05/29/06 OP11198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.1 g 2.0 MI Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 520 ug/kg 77. 208-96-8 Acenaphthylene ND 520 ug/kg 120-12-7 Anthracene ND 520 ug/kg 56-55-3 Benzo(a)anthracene ND 520 u /k g g 50-32-8 Benzo(a)pyrene ND : 520 ug/kg 205-99-2 Benzo(b)fluoranthene NO. 520 ug/kg 191-24-2 Benzo(gAi)perylene ND 520 ug/kg 207-08-9 Benzo(k)fluoranthene ND 520 ug/kg 218-01-9 Chrysene ND ' 520 ug/kg 53-70-3 Dibenz(a,h)anthracene ND ' 520 ug/kg 206-44-0 Fluoranthene NI) 520 ug/kg 86-73-7 Fluorene ;:ND 520 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 520 ug/kg 91-57-6 2-Methylnaphthalene ND 520 ug/kg 91-20-3 Naphthalene ND 520 ug/kg 85-01-8 Phenanthrene ND 520 ug/kg 129-00-0 Pyrene ND 520 ug/kg CII-C22 Aromatics (Unadj.) NO "` 21000 ug/kg C9-C18 Aliphatics ND 10000 ug/kg C19-C36 Aliphatics ND 10000 ug/kg CII-C22 Aromatics -ND 21000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 84-15-1 o-Terphenyl 88% 40-140% 321-60-8 2-Fluorobiphenyl $5Q/o 40-140% 580-13-2 2-Bromonaphthalene 75% 40-140% 3386-33-2 1-Chlorooctadecane 65% 40-140% ND = Not detected j = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 14 of M56614 °'° • N Accutest Laboratories Report.of Analysis Page 1 of 1 Client Sample ID: SB-3 14'-15' Lab Sample ID: M56614-8 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 96.4 Project: GSCMA:S/S Of-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed .By Prep Date Prep Batch Analytical Batch Run#1 GH42695.D 1 06/09/06 DG 05/29/06 OP11198 GGH3195 Run #2 Initial Weight Final Volume Run#1 10.1 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene Nl) 520 ug/kg 208-96-8 Acenaphthylene ND , 520 ug/k g 120-12-7 Anthracene ND' 520 ug/kg 56-55-3 Benzo(a)anthracene ND� 520 ug/kg 50-32-8 Benzo(a)pyrene ND 520 ug/kg 205-99-2 Benzo(b)fluoranthene ND 520 ug/kg 191-24-2 Benzo(g,h,i)perylene ND 520 ug/kg 207-08-9 Benzo(k)fluoranthene ND 520 ug/kg 218-01-9 Chrysene 4. 520 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 520 ug/kg 206-44-0 Fluoranthene ND 1 520 ug/kg 86-73-7 Fluorene ND 520 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 520 ug/kg 91-57-6 2-Methylnaphthalene ND 520 ug/kg 91-20-3 Naphthalene ND 520 ug/kg 85-01-8 Phenanthrene ND` 520 ug/kg 129-00-0 Pyrene ND 4' 520 ug/kg CII-C22 Aromatics (Unadj.) ND 21000 ug/kg C9-C18 Aliphatics ND 10000 ug/kg C19-06 Aliphatics NO 10000 ug/kg CI1-C22 Aromatics ND • 21000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl 40140% 321-60-8 2-Fluorobiphenyl 74% 40-140% 580-13-2 2-Bromonaphthalene 67% 40-140% 3386-33-2 1-Chlorooctadecane G7% 40 140% ND = Not detected J = Indicates an estimated value RL= Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound ®® 15 of 46 12 - .__L ---- - . M56614 _.. . . -- Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: S13-3 19'-20' Lab Sample ID: M56614-9 Date Sampled: 05/23/06 Matrix: SO- Soil Date Received: 05/24/06 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 88.3 Project: GSCMA:S/S 01-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42696.D 1 06/09/06 DG 05/29/06 OP11198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.1 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 560 ug/kg 208-96-8 Acenaphthylene ND 560 ug/kg 120-12-7 Anthracene 560 ug/kg 56-55-3 Benzo(a)anthracene iND 560 ug/kg 50-32-8 Benzo(a)pyrene ND ? 560 ug/kg 205-99-2 Benzo(b)fluoranthene ND 560 ug/kg 191-24-2 Benzo(g,hJ)perylene ND 560 ug/kg 207-08-9 Benzo(k)fluoranthene 1�(D 560 ug/kg 218-01-9 Chrysene ND 560 ug/kg 53-70-3 Dibenz(a,h)anthracene -ND 560 ug/kg 206-44-0 Fluoranthene ND 560 ug/kg 86-73-7 Fluorene NY® 560 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 560 ug/kg 91-57-6 2-Methylnaphthalene D 560 ug/kg 91-20-3 Naphthalene ND 560 ug/kg 85-01-8 Phenanthrene 4ND 560 ug/kg 129-00-0 Pyrene ND i;560 ug/kg Cll-C22 Aromatics (Unadj ) ND 22000 ug/kg C9-C 18 Aliphatics ND 11000 ug/kg C 19-C36 Aliphatics ND 11000 ug/kg CII-C22 Aromatics ?ND 22000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 84-15-1 o-Terphenyl 79% 40-140% 321-60-8 2-Fluorobiphenyl 83% 40-140% 580-13-2 2-Bromonaphthalene 740/6 40-140% 3386-33-2 1-Chlorooctadecane 6100;:. 40-140% ND = Not detected J= Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound ®� 16 of 12ACCUTEE MH614 N Accutest Laboratories Report of Analysis Page I of I Client Sample ID: SB-2 T-8' Lab Sample ID: M56614-10 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 97.5 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42697.D 1 06/09/06 DG 05/29/06 OP11198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.2 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND G 500 ug/kg 208-96-8 Acenaphthylene ND 500 ug/kg 120-12-7 Anthracene ND 500 ug/kg 56-55-3 Benzo(a)anthracene `ND 500 ug/kg 50-32-8 Benzo(a)pyrene ND 500 ug/kg 205-99-2 Benzo(b)fluoranthene ND 500 ug/kg 191-24-2 Benzo(g,h,i)perylene ND 500 ug/kg 207-08-9 Benzo(k)Iluoranthene ND 500 ug/kg 218-01-9 Chrysene N 1 500 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 500 ug/kg 206-44-0 Fluoranthene IyD 500 ug/kg 86-73-7 Fluorene ND 500 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene lVD 500 ug/kg 91-57-6 2-Methylnaphthalene ND 500 ug/kg 91-20-3 Naphthalene ND 500 ug/kg 85-01-8 Phenanthrene NO, 500 ug/kg 129-00-0 Pyrene ND 500 ug/kg C11-C22 Aromatics (Unadj.) ND 20000 ug/kg C9-C 18 Aliphatics ND 10000 ug/kg C 19-C36 Aliphatics sND 10000 ug/kg Cll-C22 Aromatics IVD 20000 ug/kg CAS No. Surrogate Recoveries Run# I Run#2 Limits 84-15-1 o-Terphenyl 85% 40-140% 321-60-8 2-Fluorobiphenyl 83% 7. 40-140% 580-13-2 2-Bromonaphthalene 75% 40-140% 3386-33-2 I-Chlorooctadecane :65% " 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 17 of 46 12 . M56614 ,s.I.'. Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SB-2 14'-15' Lab Sample ID: M56614-11 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV I A SW846 3545 Percent Solids: 96.9 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42698.D 1 06/09/06 DG 05/29/06 OP11198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.3 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 500 ug/kg 208-96-8 Acenaphthylene ND 500 ug/kg 120-12-7 Anthracene ND 500 ug/kg 56-55 3 Benzo(a)anthracene ND 500 ug/kg 50-32-8 Benzo(a)pyrene ND 500 ug/kg 205-99-2 Benzo(b)fluoranthene ND 500 ug/kg 191-24-2 Benzo(g,h,i)perylene ND 500 ug/kg 207-08-9 Benzo(k)fluoranthene ND "'500 ug/kg 218-01-9 Chrysene ND 500 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 500 ug/kg 206-44-0 Fluoranthene NU 500 ug/kg 86-73-7 Fluorene ND 500 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 500 ug/kg 91-57-6 2-Methylnaphthalene ND 500 ug/kg 91-20-3 Naphthalene ND 500 ug/kg 85-01-8 Phenanthrene ND 500 ug/kg 129-00-0 Pyrene IVD 500 ug/kg C1I-C22 Aromatics (Unadj.) 'ND 20000 ug/kg C9-C 18 Aliphatics ND 10000 ug/kg C19-C36 Aliphatics ND 10000 ug/kg C11-C22 Aromatics ND 20000 ug/kg CAS No. Surrogate Recoveries Run# i Run#2 Limits 84-15-1 o-Terphenyl 174% 40-140% 321-60-8 2-Fluorobiphenyl 78% 40-140% 580-13-2 2-Bromonaphthalene t49/6 40-140% 3386-33-2 1-Chlorooctadecane 143% 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 18 of MACCLMEEt M56614 1 �'- „v N 1 N Accutest Laboratories Report of Analysis Page I of I Client Sample ID: SB-2 19'-20' Lab Sample ID: M56614-12 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 95.1 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File 1ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42699.1) 1 06/10/06 DG 05/29/06 OP11198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.3 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 510 ug/kg 208-96-8 Acenaphthylene ND 510 ug/kg 120-12-7 Anthracene ND 510 ug/kg 56-55-3 Benzo(a)anthracene N- 510 ug/kg 50-32-8 Benzo(a)pyrene ND . 510 ug/kg 205-99-2 Benzo(b)fluoranthene NO 510 ug/kg 191-24-2 Benzo(g,h,i)perylene NW 510 ug/kg 207-08-9 Benzo(k)fluoranthene ND 510 ug/kg 218-01-9 Chrysene ND 510 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 510 ug/kg 206-44-0 Fluoranthene ND 510 ug/kg 86-73-7 Fluorene ND 510 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 510 ug/kg 91-57-6 2-Methylnaphthalene ND 510 ug/kg 91-20-3 Naphthalene ND 510 ug/kg 85-01-8 Phenanthrene ND 510 ug/kg 129-00-0 Pyrene ND 510 ug/kg C11-C22 Aromatics (Unadj.) ND 20000 ug/kg C9-08 Aliphatics ND " 10000 ug/kg C19-C36 Aliphatics ND -10000 ug/kg CII-C22 Aromatics ND 20.000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 84-15-1 o-Terphenyl 75% 40 140% 321-60-8 2-Fluorobiphenyl 40 I40% 580-13-2 2-Bromonaphthalene 70% 40-140% 3386-33-2 1-Chlorooctadecane 60% 40140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 19 of 46 O ACCUTEST; Accutest Laboratories Report of Analysis Page 1 of 2 Client Sample ID: SB-1 10'41' Lab Sample ID: M56614-13 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: SW846 8260B Percent Solids: 96.0 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 P7633.D 1 06/01/06 AMY n/a n/a MSP261 Run#2 I Initial Weight Final Volume Methanol Aliquot Run#1 23.3 g 15.0 ml 100 ui Run #2 VOA 8260 List CAS No. Compound Result RL Units Q 67-64-1 Acetone ND 180 ug/kg 71-43-2 Benzene ND 18 ug/kg 108-86-1 Bromobenzene ND 180 ug/kg 74-97-5 Bromochloromethane ND 180 ug/kg 75-27-4 Bromodichloromethane -ND 71 ug/kg 75-25-2 Bromoform ND 71 ug/kg 74-83-9 Bromomethane `ND 71 ug/kg 78-93-3 2-Butanone (MEK) ND 180 ug/kg 104-51-8 n-Butylbenzene ND " 180 ug/kg 135-98-8 sec-Butylbenzene ND 180 ug/kg 98-06-6 tert-Butylbenzene ND 180 ug/kg 75-15-0 Carbon disulfide ND 180 u /k g g 56-23-5 Carbon tetrachloride ND 71 ug/kg 108-90-7 Chlorobenzene ND 71 u /k g g 75-00-3 Chloroethane ND , 180 ug/kg 67-66-3 Chloroform ND 71 ug/kg 74-87-3 Chloromethane ND 180 ug/kg 95-49-8 o-Chlorotoluene ND 180 ug/kg 106-43-4 p-Chlorotoluene 'ND 180 ug/kg 96-12-8 1,2-Dibromo-3-chloropropane ND 180 ug/kg 124-48-1 Dibromochloromethane ND 71 ug/kg 106-93-4 1,2-Dibromoethane ND 71 ug/kg 95-50-1 1,2-Dichlorobenzene ND 71 ug/kg 541-73-1 1,3-Dichlorobenzene ND 71 ug/kg 106-46-7 1,4-Dichlorobenzene -ND 71 ug/kg 75-71-8 Dichlorodifluoromethane ND 71 ug/kg 75-34-3 1,1-Dichloroethane ND 71 ug/kg 107-06-2 1,2-Dichloroethane NO 71 ug/kg 75-35-4 1,1-Dichloroethene ND 71 ug/kg 156-59-2 cis-1,2-Dichloroethene ND 71 ug/kg 156-60-5 trans-1,2-Dichloroethene NO, 71 ug/kg 78-87-5 1,2-Dichloropropane ND 71 ug/kg ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound ®� 20 of CI ACCUTM M56614 N 1 W - Accutest Laboratories Report of Analysis Page 2 of 2 Client Sample ID: SB-1 10'-11' Lab Sample ID: M56614-13 Date Sampled: 05/23/06 Matrix: SO-Soil Date Received: 05/24/06 Method: SW846 8260B Percent Solids: 96.0 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA VOA 8260 List CAS No. Compound Result RL Units Q 142-28-9 1,3-Dichloropropane ND 180 ug/kg 594-20-7 2,2-Dichloropropane ND , 180 ug/kg 563-58-6 1,1-Dichloropropene ND 180 ug/kg 10061-01-5 cis-1,3-Dichloropropene ND 71 ug/kg 10061-02-6 trans-1,3-Dichloropropene ND 71 ug/kg 100-41-4 Ethylbenzene ND{ 71 ug/kg 87-68-3 Hexachlorobutadiene ND 180 ug/kg 591-78-6 2-Hexanone ND 180 ug/kg 74-88-4 Iodomethane ND 180 ug/kg 98-82-8 Isopropylbenzene ND 180 ug/kg 99-87-6 p-Isopropyltoluene ND - 180 ug/kg 1634-04-4 Methyl Tert Butyl Ether ND 71 ug/kg 108-10-1 4-Methyl-2-pentanone (MIBK) ND 180 . ug/kg 74-95-3 Methylene bromide ND , 180 ug/kg 75-09-2 Methylene chloride ND 71 ug/kg 91-20-3 Naphthalene ND 180 ug/kg 103-65-1 n-Propylbenzene ND 180 ug/kg 100-42-5 Styrene ND 180 ug/kg 630-20-6 1,1,1,2-Tetrachloroethane ND t. 180 ug/kg 79-34-5 1,1,2,2-Tetrachloroethane ND 71 ug/kg 127-18-4 Tetrachloroethene ND 71 ug/kg 108-88-3 Toluene ND 180 ug/kg 87-61-6 1,2,3-Trichlorobenzene ND 180 ug/kg 120-82-1 1,2,4-Trichlorobenzene ND 180 ug/kg 71-55-6 1,1,1-Trichloroethane ND 71 ug/kg 79-00-5 1,1,2-Trichloroethane ND 71 ug/kg 79-01-6 Trichloroethene ND 71 ug/kg 75-69-4 Trichlorofluoromethane ND 71 ug/kg 96-18-4 ane 180 1,2,3-Trichloro ro ND_p p ug/kg 95-63-6 1,2,4-Trimethylbenzene ND 180 ug/kg 108-67-8 1,3,5-Trimethylbenzene ND 180 ug/kg 108-05-4 Vinyl Acetate ND 180 ug/kg 75-01-4 Vinyl chloride ND 71 ug/kg 1330-20-7 Xylene (total) 71 ug/kg CAS No. Surrogate Recoveries Run# 1 Rung 2 Limits 1868-53-7 Dibromofluoromethane ,91% 70130% 2037-26-5 Toluene-D8 103% 70-130% 460-00-4 4-Bromofluorobenzene 98%, 73128% ND = Not detected J = Indicates an estimated value. RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound ®15 21 of 46 12ACCLJTEST, Accutest Laboratories Report of Analysis Page I of I Client Sample ID: SB-I 10'-11' Lab Sample ID: M56614-13 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 96.0 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42700.1) 1 06/10/06 DG 05/29/06 OPII198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.1 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND ~ 520 ug/kg 208-96-8 Acenaphthylene -ND . 520 ug/kg 120-12-7 Anthracene ND 520 ug/kg 56-55-3 Benzo(a)anthracene ND 520 ug/kg 50-32-8 Benzo(a)pyrene ND 520 ug/kg 205-99-2 Benzo(b)fluoranthene ND 520 ug/kg 191-24-2 Benzo(g,h,i)perylene ND 520 ug/kg 207-08-9 Benzo(k)fluoranthene ND 520 ug/kg 218-01-9 Chrysene ND 520 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 520 ug/kg 206-44-0 Fluoranthene ND f 520 ug/kg 86-73-7 Fluorene ND 520 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND `520 ug/kg 91-57-6 2-Methylnaphthalene ND 520 ug/kg 91-20-3 Naphthalene ND 520 ug/kg 85-01-8 Phenanthrene 'ND 520 ug/kg 129-00-0 Pyrene ND 520 ug/kg C11-C22 Aromatics (Unadj.) 151000,; ; 21000 ug/kg C9-C 18 Aliphatics ND 10000 ug/kg C19-C36 Aliphatics 811D00'! 10000 ug/kg C 11-C22 Aromatics 151000 21000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl $2% 40 140% 321-60-8 2-Fluorobiphenyl '779/6 40-140% 580-13-2 2-Bromonaphthalene 679/0 40-140% 3386-33-2 1-Chlorooctadecane 67% 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 22 of U ACGtJTM M56614 Sao=.. N 1 A Accutest Laboratories Report of Analysis Page I of I Client Sample ID: SBA 14'-15' Lab Sample ID: M56614-14 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 96.0 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA He ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42702.D 1 06/10/06 DG 05/29/06 OP11198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.0 g 2.0 ml Run#2 CAS No. Compound Result RL Units . Q 83-32-9 Acenaphthene ND i520 ug/kg 208-96-8 Acenaphthylene ND 520 ug/kg 120-12-7 Anthracene ND 520 ug/kg 56-55-3 Benzo(a)anthracene ND 520 ug/kg 50 32-8 Benzo(a)pyrene ND 520 ug/kg 205-99-2 Benzo(b)Eluoranthene ND 520 ug/kg 191-24-2 Benzo(g,h,i)perylene ND '.520 ug/kg 207-08-9 Benzo(k)fluoranthene IvD 520 ug/kg 218-01-9 Chrysene ND `I520 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 520 ug/kg 206-44-0 Fluoranthene ND 520 ug/kg 86-73-7 Fluorene -ND 520 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ;IUD 520 ug/kg 91-57-6 2-Methylnaphthalene ND. ' 520 ug/kg 91-20-3 Naphthalene ND 520 ug/kg 85-01-8 Phenanthrene ND 520 ug/kg 129-00-0 Pyrene ND 520 ug/kg Cll-C22 Aromatics (Unadj.) ND ' 21000 ug/kg C9-C18 Aliphatics ND 10000 ug/kg C19-06 Aliphatics ND 10000 ug/kg CI1-C22 Aromatics ND 21000 ug/kg CAS No. Surrogate Recoveries Run# I Run#2 Limits 84-15-1 o-Terphenyl 76% 40-140% 321-60-8 2-Fluorobiphenyl 73% 40-140% 580-13-2 2-Bromonaphthalene 67% 40-140% 3386-33-2 1-Chlorooctadecane 59% 40-140% I ND = Not detected J = Indicates an estimated value RL= Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound fMffl 23 of 46 GI ACCflJTE-sr,_ M56614 -r'�1• - .-- Accutest Laboratories Report of Analysis Page 1 of i I Client Sample ID: SB-1 19'-20' Lab Sample ID: M56614-15 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV IA SW846 3545 Percent Solids: 96.4 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42703.1) 1 06/10/06 DG 05/29/06 OP11198 GGH3195 Run #2 Initial Weight Final Volume Run#1 10.1 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene 510 ug/kg 208-96-8 Acenaphthylene IUD ` 510 ug/kg 120-12-7 Anthracene ND 510 ug/kg 56-55-3 Benzo(a)anthracene ND 510 ug/kg 50-32-8 Benzo(a)pyrene ND 510 ug/kg 205-99-2 Benzo(b)fluoranthene ND 510 ug/kg 191-24-2 Benzo(g,h,i)perylene ND 510 ug/kg 207-08-9 Benzo(k)fluoranthene 1VD 510 ug/kg 218-01-9 Chrysene ND ; 510 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 510 ug/kg 206-44-0 Fluoranthene ND , 510 ug/kg 86-73-7 Fluorene NDr -510 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 510 ug/kg 91-57-6 2-Methylnaphthalene ND 510 ug/kg 91-20-3 Naphthalene ND = 510 ug/kg 85-01-8 Phenanthrene ND 510 ug/kg 129-00-0 Pyrene ND 510 ug/kg C11-C22 Aromatics (Unadj.) ND 21000 ug/kg C9-C18 Aliphatics 'ND 10.000 ug/kg C19-C36 Aliphatics ND 10000 ug/kg C11-C22 Aromatics ND 21000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl 690 40-140% 321-60-8 2-Fluorobiphenyl 71% 40 140% 580-13-2 2-Bromonaphthalene 639/c 40-140% 3386-33-2 1-Chlorooctadecane 60% 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound ®11 24 of M56614 ', ' N f Accutest Laboratories Report of Analysis Page I of I Client Sample ID: S13-1 24'-25' Lab Sample ID: M56614-16 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV I A SW846 3545 Percent Solids: 87.3 Project: GSCMA:S/S O1-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42704.D 1 06/10/06 DG 05/29/06 OP11198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.1 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 570 ug/kg 208-96-8 Acenaphthylene ND 570 ug/kg 120-12-7 Anthracene ND 570 ug/kg 56-55-3 Benzo(a)anthracene ND 570 ug/kg 50-32-8 Benzo(a)pyrene ND 570 ug/kg 205-99-2 Benzo(b)fluoranthene ND 570 ug/kg 191-24-2 Benzo(g,h,i)perylene ND 570 ug/kg 207-08-9 Benzo(k)fluoranthene ND 570 ug/kg 218-01-9 Chrysene ND 570 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 570 ug/kg 206-44-0 Fluoranthene ND ":570 ug/kg 86-73-7 Fluorene ND " 570 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND ' 570 ug/kg 91-57-6 2-Methylnaphthalene ND_ 570 ug/kg 91-20-3 Naphthalene ND 570 ug/kg 85-01-8 Phenanthrene ND 570 ug/kg 129-00-0 Pyrene ND - 570 ug/kg C11-C22 Aromatics (Unadj.) _ND 23000 ug/kg C9-C 18 Aliphatics ND 11000 ug/kg C19-C36 Aliphatics 'ATD 11000 ug/kg CII-C22 Aromatics ND 23000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 84-15-1 o-Terphenyl ;74% ='. : 40-140% 321-60-8 2-Fluorobiphenyl 80% 40-140% 580-13-2 2-Bromonaphthalene 67Ocj': 40-140% 3386-33-2 1-Chlorooctadecane 66% " 40-140% ND = Not detected J = Indicates an estimated value RL= Reporting Limit B = Indicates analyte found in associated method blank E= Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound ®® 25 of 46 12AC_C UTEST Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SB-1 29'-30' Lab Sample ID: M56614-17 Date Sampled: 05/23/06 Matrix: SO -Soil Date Received: 05/24/06 Method: MADEP EPH REV I A SW846 3545 Percent Solids: 84.0 Project: GSCMA:S/S 01-QKJ 1734 Falmouth Rd., Centerville MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH42705.D 1 06/10/06 DG 05/29/06 OP11198 GGH3195 Run#2 Initial Weight Final Volume Run#1 10.0g 2.0ml Run#2 CAS No. Compound Result. RL Units Q 83-32-9 Acenaphthene ND 590 ug/kg 208-96-8 Acenaphthylene ND 590 ug/kg 120-12-7 Anthracene °ND 590 ug/kg 56-55-3 Benzo(a)anthracene ND 590 ug/kg 50-32-8 Benzo(a)pyrene ND 590 ug/kg 205-99-2 Benzo(b)fluoranthene I+dD 590 ug/kg 191-24-2 Benzo(g,h,i)perylene ND 590 ug/kg 207-08-9 Benzo(k)fluoranthene ND' 590 ug/kg 218-01-9 Chrysene ND' 590 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 590 ug/kg 206-44-0 Fluoranthene 590 ug/kg 86-73-7 Fluorene ND 590 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 590 ug/kg 91-57-6 2-Methylnaphthalene AND 590 ug/kg 91-20-3 Naphthalene ND 590 ug/kg 85-01-8 Phenanthrene ND 590 ug/kg 129-00-0 Pyrene ND 590 ug/kg Cll-C22 Aromatics (Unadj.) ND 24000 ug/kg C9-C 18 Aliphatics ND 12000 ug/kg C19-06 Aliphatics ND 12000 ug/kg Cll-C22 Aromatics ND 24000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl 75% 40 140% 321-60-8 2-Fluorobiphenyl 796/6 '. 40-140% 580-13-2 2-Bromonaphthalene 71%. 40140% 3386-33-2 1-Chlorooctadecane 62% 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 26 of �A M56614 ®® New England • Lab orator i es ,3 ___._.__.------ - rs.,�•„�z 'n a�—�-I`C-_..S2C'"pl�, '�Yt Uhl N�M t`'��7'k'4' _. _m--- ---- —--------- Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody • EPH Form I ®� 27 of 46 M56614 L^'° '-�'� CHAIN OF CUSTODY 495 Tech Center West.Bldg.1,Marlboro,MA 01752 D i of ®ACCUTES'. (508)481-6200 Fax:(508)481-775J /Acculest Job#:_MS6 Facile Information c+-+ Analytical M ormall-- Client Information - <:^u_, - Consultants Name Protect Name GSC Klelydelder Mobil Centemille Address -Street 30 Porter Rd. 1734 Fat—th Road iry State ZIP City state Littleton MA 01460 Centerville Massachusetts Project Contact: John Hary Invoice Contact Elizabeth 2Jnkevlu Phone#: 970-06.0060 Invoice Ph.—tl 617 381.2851 Fax#: 978-486a630 Location ID# OIOKJ AFE# E1.2005.54742 PO# direct WD to ExxonMobll PO In Process O Collection Preservation Field ID I Point of Co llecWn nato T. samples try Matra banes b ^� w j ' SO ( X h -'' k '• ' J # S• x v '- o S. x is S hc�tf t S ( . s 1 VW ` . 1 21 w. V6 S. I 1 IT n $41 , > > r 1- .-_.,..: TlanarounO Wame4on - _ - .. ..,. :.� ... OnW lkivanbq lnfnrmatgn :r:['..:. Aixvlesl L rn Mamaepn Sid.140ay Tlenxound Approved ey: Q Coremercial-A- Q FULL CLP 7 0ay EMERGENCY Q C—ciai-8- Q State Forms 4Day EMERGENCY IM Full Dalivorablaa []ask 00warablo --}J 0 3Day EMERGENCY aro >C 20ay EMERGENCY O 1 Day EMERGENCY Emcr9—y TIA Is f«FAx«Labllnk 0.1. Comm«till-A'=Resals Only --pi. 0.10 must ba documentedbelow eaChOmeelm ea na aes10 imhxti C erdelWe . neu a tm sr: Wha Y: Y; 3 0 4 4 c �'^. nxrve mart rpp4a k n Ire M56614: Chain of Custody Page 1 of 2 28 of Q A 1WT E M56614 biz' to CHAIN OF CUSTODY ____ Tech Center West.Bldg.I.Madboro.MA 01752®ACC�S P 2 of 495 Te T (508)481-6200 Fax:(508)481-7753 Accuteet J06 b: Ms6 r Client Information :_.,,.,,,:���_ F-At Mwmation Analytical infmllon _ % Consunams Name Pro)ect Name CSC Kteinfelder Mobil C.M.n ille W Address Street 1 30 Porter Rd. 1734 Falmouth Road fry 513ta 2 p city btt. UDleton MA 01460 ContervUle Massachusetts Pro tC0.1-t: John Harve ]-.I,.Contact: Ellubeth Zlnkevkz Phone N. 978486-OD60 Invoice Phone b 617 361-2851 Fa.b: 978-4864630 Location IDb 01OKJ AFEb El.2005.54742 I. direct bill to Ex—Mobil PO in Process Collection Preservation to a a W > Field ID/Point Of Collection Vale Pme Sampled 8, Maw holder u o a _ Af m Q 4g - - fib tpor SO 1 .1 C' 1� ♦ • 1 k 7S • lAd • 1 k I, f - 0 t x X _ .-..• :i:..,...• Accol�l in Nlomwlmn Twnaro,md Inlprmalion - - Olna DNvembk Mpmuti,fn C+Sld.14 Day Tw, ..W Approved By: O Cemmxc.1 W O FULL CLP TV"EMERGENCY O CemmMclal'B" Q State Forma I]4 Day EMERGENCY O F,AI Dalirenblps O D10 Oahwrabb Format_ 3 0.Y EMERGENCY Other Q 2Day EMERGENCY 1 Day EMERGENCY Emar9ency TIA le for FAX m Lablinh Data Commercial-A—Rasues OMy Sample Cuelod moll be documaMed below each lima emplef ch poasesion,DwkMi i darwe ampkr' D e 4 < --a. d� o a 3e a a� �6 7.r� 3 w _ 4 4 , • r eR h.,e: aBy: Praservew a.pqwe / yno� I M56614: Chain of Custody Page 2 of 2 (Bel 29 of 46 12AECIJTESTa MADEP EPH FORM rac ` A ueous El Soil P Sediment El Other n` altt rs - F_ Satisfactorym Broken El Leaking El a"rvat WA W DH<=2 F1 DH>2 El A tueu Received on Ice n Received at 4 Deg. C El Other P1 Rec'd at 1 deg C Eittti-_ mile �_ SW846 3545 Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-5 T-9 Lab ID: M56614-1 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/2312006 Date Received: 5/24/2006 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 6/9/2006 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Lowy Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 96.6 1 N/A Unadjusted Ranges CAS# Units Result RDL g C11-C22 Aromafics(Unadj.) ug/kg ND" 20000 Diesel PAH Anallvtes 2-Methylnaphthalene 91-57-6 ug/kg ND 510 Phenanthrene 85-01-8 ug/kg ND 510 Acenaphthene 83.32-9 ug/kg ND 510 Naphthalene 91-20-3 ug/kg ND 510 Other Target PAH Anabies Acenaphthylene 208-96-8 ug/kg ND 510 Anthracene 120-12-7 ug/kg ND 510 Benzo(a)anthracene 56-55-3 ug/kg ND 510 Benzo(a)pyrene 50-32-8 ug/kg ND 510 Benzo(b)fluoranthene 205-99-2 ug/kg ND 510 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 510 Benzo(k)fluoranthene 207-08-9 ug/kg ND 510 Chrysene 218-01-9 ug/kg ND 510 Dibenz(a,h)anthracene 53.70-3 ug/kg ND 510 Fluoranthene 206-44-0 ug/kg ND 510 Fluorene 86-73-7 ug/kg ND 510 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 510 Pyrene 129-00-0 ug/kg ND 510 Adjusted Ranges C9-C18 Aliphatics ug/kg ND" 10000 C19-C36 Aliphatics ug/kg ND" 10000 C11-C22 Aromatics ug/kg ND a 20000 Surrogate Recoveries Acceptance Ranae 1-Chlorooctadecane % 68 40-140% o-Terphenyl % 80 40-140% 2-Fluorobiphenyl % 81 40-140% 2-Bromonaphthalene % 71 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogates)and/or Internal standards eluting In that range 8 Hydrocarbon Range data exclude concentrations of any surrogale(s)and/or Internal standards sluting In thatrange. C11-=Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A V qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performancelacceptance standards for required QA/QC procedures achieved? ©Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? ®No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 IM11 30 of O AGC TEE MADEP EPH FORM Matcoc, ._ A ueous n Soil W Sediment F1 Other Satisfac orYW Broken F1 Leaking WA P DH<=2 n pH>2 El Received on Ice F1 Received at 4 Deg. C Other W Rec'd at 1 deg C w d- SW846 3545 Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-5 14'-15' Lab ID: M56614-2 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23/2006 Date Received: 5/24/2006 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 6/9/2006 N/A EPH Fractionation 2-Fiuorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 95.4 1 N/A Unadjusted Ranges CAS# Units Result RDL g C11-C22 Aromatics(Unadj.) ug/kg NO" 21000 Diesel PAH AnaM 2-Methylnaphthalene 91-57-6 ug/kg ND 520 Phenanthrene 85-01-8 ug/kg ND 520 Acenaphthene 83.32-9 ug/kg ND 520 Naphthalene 91-20-3 ug/kg ND 520 Other Target PAH Analytes Acenaphthylene 208-96-8 ug/kg ND 520 Anthracene 120-12-7 ug/kg ND 520 Benzo(a)anthracene 56-55-3 ug/kg ND 520 Benzo(a)pyrene 50-32-8 ug/kg ND 520 Benzo(b)fluoranthene 205-99-2 ug/kg ND 520 Benzo(g,hJ)perylene 191-24-2 ug/kg ND 520 Benzo(k)fluoranthene 207-08-9 ug/kg ND 520 Chrysene 218-01-9 ug/kg ND 520 Dibenz(a,h)anthracene 53.70-3 ug/kg ND 520 Fluoranthene 206-44-0 ug/kg ND 520 Fluorene 86-73-7 ug/kg ND 520 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 520 Pyrene 129-00-0 ug/kg ND 520 Adjusted Ranges C9-C18 Aliphatics ug/kg ND A 10000 C19-C36 Aliphatics ug/kg ND" 10000 C11-C22 Aromatics ug/kg ND a 21000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 66 40-140% o-Terphenyl % 88 40-140% 2-Fluorobiphenyl % 81 40-140% 2-Bromonaphthalene % 72 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any eurrogate(s)end/or Internal standards eluting In that range e Hydrocarbon Range dat3 exclude concentrationsof any surrogate(s)and/or Internal standards eluting In that range. C11-M Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A'J'quallfter Indicates an estimated value Were all QA1QC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QNQC procedures achieved? ©Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? ®No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 ® 31 of 46 G AC° UrEST, M56614 —b-1-1 -s MADEP EPH FORM s A ueous El Soil P1 Sediment El Other El af61 .:. `: SatisfactoW Broken D Leaking u: ry i N/A H<=2 n vH>2 e _e ._:_:. a Received on Ice EI Received at 4 Deg. C El Other Rec'd at 1 deg c Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-5 19'-20' Lab ID: M56614-3 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23/2006 Date Received: 5/24/2006 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 6/9/2006 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: _ Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 95.8 1 N/A Unadiusted Ranges CAS# Units Result RDL 9 C11-C22 Aromatics(Unadj.) ug/kg ND" 21000 Diesel PAH Analytes 2-Methyinaphthalene 91-57-6 ug/kg ND 510 Phenanthrene 85.01-8 ug/kg ND 510 Acenaphthene 83-32-9 ug/kg ND 510 Naphthalene 91-20-3 ug/kg ND 510 Other Target PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 510 Anthracene 120-12-7 ug/kg ND 510 Benzo(a)anthracene 56-55-3 ug/kg ND 510 Benzo(a)pyrene 50.32-8 ug/kg ND 510 Senzo(b)fluoranthene 205-99-2 ug/kg ND 510 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 510 Benzo(k)fluoranthene 207-08-9 ug/kg ND 510 Chrysene 218-01-9 ug/kg ND 510 Dibenz(a,h)anthracene 53.70-3 ug/kg ND 510 Fluoranthene 206-44-0 ug/kg ND 510 Fluorene 86-73-7 ug/kg ND 510 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 510 Pyrene 129-00-0 ug/kg ND 510 dusted Ranges C9-C18 Aliphatics cg/kg ND A 10000 C19-C36 Aliphatics ug/kg ND" 10000 C11-C22 Aromatics ug/kg ND a 21000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 68 40-140% o-Terphenyl % 84 40-140% 2-Fluorobiphenyl % 82 40-140% 2-Bromonaphthalene % 73 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting In that range a Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards elutng in that range.C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A'J'quallfler Indicates an estimated value Were all QNQC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? ©Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? W No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my Inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tan d Date 6/12/2006 ®E 32 of 91AM JTM M56614 - , ' MADEP EPH FORM Aqueous 0 Soil Sediment 0 Other El is: r srs: SatisfactoryM Broken El Leaking N/A DH<=2 H>2 Received on Ice EI Received at 4 Deg. C 0 Other P1 Rec d at 1 deg C ca {r I�1Qtii SW 846 3545 Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-4 T-6 Lab ID: M56614-4 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23/2006 Date Received: 5/24/2006 EPH Surrogate Stds. Aliphatic: 1-CHorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 6/9/2006 WA EPH Fractionation 2-19uorob iphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 96.5 1 N/A Unadjusted Ranges CAS# Units. Result RDL f3 C11-C22 Aromatics(Unadj.) ug/kg ND A 20000 Diesel PAH Analvies 2-Methylnaphihalene 91-57-6 ug/kg ND 510 Phenanthrene 85-01-8 ug/kg ND 510 Acenaphthene 83-32-9 ug/kg ND 510 Naphit>alene 91-20-3 ug/kg ND 510 Other Target PAH Analytes Acenaphthylene 208-96-8 ug/kg ND 510 Anthracene 120-12-7 ug/kg ND 510 Benzo(a)anthracene 56-55-3 ug/kg ND 510 Benzo(a)pyrene 50-32-8 ug/kg ND 510 Benzo(b)fluoranthene, 205-99-2 ug/kg ND 510 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 510 Benzo(k)fluoranthene 207-08-9 ug/kg ND 510 Chrysene 218-01-9 ug/kg ND 510 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 510 Fluoranthene 206-44-0 ug/kg ND 510 Fluorene 86-73-7 ug/kg ND 510 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 510 Pyrene 129-00-0 ug/kg ND 510 Adiusted Ranges C9-C18 Aliphatics ug/kg ND" 10000 C19-C36 Aliphatics ug/kg ND" 10000 C11-C22 Aromatics ug/kg ND s 20000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 64 40-140% o-Terphenyl % 84 40-140% 2-Fluorobiphenyl % 83 40-140% 2-Bromonaphthalene % 73 40-140% Footnotes A Hydrocarbon Range data exclude concentrationsof any surrogates)and/or Internal standards eluting In thatrange 8 Hydrocarbon Range data exclude concentrationsof any surrogate(s)endrorinternal standards eluting In thatrange. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes z A V Qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? 10Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? W No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my Inquiry of those individuals immediately responsible for obtainig the Information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 33 of 46 10 AGGU_T_EST_, M56614 MADEP EPH FORM A ueous FI Soil ✓ Sediment 0 Other 1-1 $ n a.tte SatisfactoryW Broken El Leaking s iu= WA W DH<=2 El DH>2 El Received on Ice D Received at 4 Deg. C El Other ✓ Rec'd at 1 deg C SW 846 3545 Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-4 14'-15' Lab ID: M56614-5 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23(2006 Date Received: 5/24/2006 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 6/9/2006 N/A EPH Fractionation 2-Ruorobiphenyl % Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 95.2 1 N/A Unadiusted Ranges CAS# Units Result RDL 9 C11-C22 Aromatics(Unadj.) ug/kg ND A 21000 Diesel PAH Analvies 2-Methyinaphthalene 91-57-6 ug/kg ND 520 Phenanthrene 85-01-8 ug/kg ND 520 Acenaphthene 83.32-9 ug/kg ND 520 Naphthalene 91-20-3 ug/kg ND 520 Other Target PAH Analytes Acenaphthylene 208-96-8 ug/kg ND 520 Anthracene 120-12-7 ug/kg ND 520 Benzo(a)anthracene 56-55-3 ug/kg ND 520 Benzo(a)pyrene 50-32-8 ug/kg ND 520 Benzo(b)fluoranthene 205-99-2 ug/kg ND 520 Benzo(g,h,i)perylene 191-24-2 ug%kg ND 520 Benzo(k)fluoranthene 207-08-9 ug/kg ND 520 Chrysene 218-01-9 ug/kg ND 520 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 520 Fluoranthene 206-44-0 ug/kg ND 520 Fluorene 86-73-7 ug/kg ND 520 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 520 Pyrene 129-00-0 ug/kg ND 520 Adjusted Ranges C9-C18 Aliphatics ug/kg ND A 10000 C19-C36 Aliphatics ug/kg ND" 10000 C11-C22 Aromatics ug/kg ND' 21000 Surrogate Recoveries Acceptance Range 1-Chkxooctadecane % 68 40-140% o-Terphenyl % 84 40-140% 2-Fiuorobiphenyl % 79 40-140% 2-Bromonaphthalene % 69 40-140% Footnotes A Hydrocarbon Range date exclude concentraaonsof any surrogete(s)and/or Internet standards eluting In thatrange 8 Hydrocarbon Range date exclude concentrations of any surrogate(s)and/orinternal standards eluting In that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Anatytes Z A'X qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? ❑✓Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 ffirl 34 o- MiACCUTE M56614 '-"Z''"'v MADEP EPH FORM "# A ueous Soil Sediment Other t3a:tre Satisfacto Broken Leakina El u eftiv'._ WA H<=2 H>2 11 s e, a'__,tAe' Received on Ice Received at 4 Deg. C Other Rec'd at 1 deg C ca _ G fo'etc SW846 3545 Method for Ranges: _ MADEP EPH REV 1.1 Client ID: S134 19'-20' Lab ID: M56614-6 Method for Targets: MADEP EPH REV 1.1 Date Collected: 512312006 Date Received: 5/24/2006 EPH Surrogate Stds. Ariphafic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Arornatic:o-Terphenyl 5/29/2006 6/9/2006 WA EPH Fractionation 2-FluoroUiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards.. 2-Bromonaphthalene 96.4 1 WA Unadiusted Ranges CAS# Units Result RDL g C11-C22 Aromatics(Unadj.) ug/kg ND" 20000 Diesel PAH Analytes 2-Methylnaphthalene 91-57-6 ug/kg ND 510 Phenanthrene 85-01-8 ug/kg ND 510 Acenaphthene 83-32-9 ug/kg ND 510 Naphthalene 91-.20-3 ug/kg ND 510 Other Target PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 510 Anthracene 120-12-7 ug/kg ND 510 Benzo(a)anthracene 56-55-3 ug/kg ND 510 Benzo(a)pyrene 50.32-8 ug/kg ND 510 Benzo(b)fluoranthene 205-99-2 ug/kg ND 510 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 510 Benzo(k)fluoranthene 207-08-9 ug/kg ND 510 Chrysene 218-01-9 ug/kg ND 510 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 510 Fluoranthene 206-44-0 ug/kg ND 510 Fluorene 86-73-7 ug/kg ND 510 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 510 Pyrene 129-00-0 ug/kg ND 510 Adjusted Ranges C9-C18 Aliphafics ug/kg ND" 10000 C19-C36 Aliphafics ug/kg ND" 10000 C11-C22 Aromatics ug/kg ND 6 20000 Surrogate Recoveries Acceptance Rance 1-Chlorooctadecane % 74 40-140% o-Terphenyl % 89 40-140% 2-Fluorobiphenyl % 84 40-140% 2-Bromonaphthalene % 76 40-140% Footnotes A Hydrocarbon Range date exclude concentrations of any surrogate(s)end/or Internal standards eluting In that range a Hydrocarbon Range dais exclude concentrations of any surrogate(s)and/or internal standards eluting In that range. Cl l-C22 Aromatic Hydrocarbons exclude the concentration of Target PAN Analytes Z AV qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? ©Yes ❑ No-Details Altatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? ®No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the Information,the material contained in this report Is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 ®p]. 35 of 46 U ACCUTEST, M56614 _,�<�.��..� e, MADEP EPH FORM MEA ueous n Soil W Sediment El Other Satisfacto Broken LeakinWA H<=2 H>2Received on Ice Received at 4 De . C Other Recd at 1 deg C SW 846 3545 Method for Ranges: MADEP EPH REV 1A Client ID: SB-3 T-8; Lab ID: M56614-7 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23/2006 Date Received: 5/24/2006 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 6/9/2006 N/A EPH Fractionation 2-Fluorobiphenyl % Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 95.6 1 N/A Unadjusted Ranges CAS# Units Result RDL 9 C11-C22 Aromatics(Unadj.) ug/kg ND" 21000 Diesel PAH Analytes 2-Methylnaphthalene 91-57-6 ug/kg ND 520 Phenanthrene 85.01-8 ug/kg ND 520 Naphthalene 91-20-3 ug/kg ND 520 Acenaphthene 83-32-9 ug/kg ND 520 Other Target PAH Analytes Acenaphthylene 208-96-8 ug/kg ND 520 Anthracene 120-12-7 ug/kg ND 520 Benzo(a)anthracene 56-55-3 ug/kg ND 520 Benzo(a)pyrene 50-32-8 ug/kg ND 520 Benzo(b)fluoranthene 205-99-2 ug/kg ND 520 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 520 Benzo(k)fluoranthene 207-08-9 ug/kg ND 520 Chrysene 218-01-9 ug/kg ND 520 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 520 Fluoranthene 206-44-0 ug/kg ND 520 Fluorene 86-73-7 ug/kg ND 520 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 520 Pyrene 129-00-0 ug/kg ND 520 Adjusted Ranges C9-C18 Aliphatics ug/kg ND' 10000 C19-C36 Aliphatics ug/kg ND" 10000 C11-C22 Aromatics ug/kg ND' 21000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 65 40-140% o-Terphenyi % 88 40-140% 2-Fluorobiphenyl % 85 40-140% 2-Bromonaphthalene % 75 40-140% Footnotes A Hydrocarbon Range dais exclude concentrations of any surrogate(s)and/or internal standards eluting In that range 8 Hydrocarbon Range dais exclude concentrations of anysurrogate(s)and/or Internal standards eluting In that range. Cll-=Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A'J'Qualifier indicates an estimated value Were all QAIQC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? WYes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified In Sect.11.3? ®No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the Information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature ��—�— ��- Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 B, 36 of M5fi614 t MADEP EPH FORM ytx. A ueous El Soil P1 Sediment El Other SatisfactoryR Broken El Leaking ate WA W pH<=2 El oH>2 El Received on Ice El Received at 4 Deg. C El Other Rec'd at 1 deg C ca co etA SW 846 3545 iv Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-3 14'-15' Lab ID: M56614-8 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23(2006 Date Received: 5/24/2006 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/2912006 6/9/2006 N/A EPH Fractionation 2-Ruorobzphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromorlaphthalene 96.4 1 N/A Unadjusted Ranges CAS# Units Result RDL Q C11-C22 Aromatics(Unadj.) ug/kg ND" 21000 Diesel PAH Analytes 2-Methylnaphthalene 91-57-6 ug/kg ND 520 Phenanthrene 85-01-8 ug/kg ND 520 Naphthalene 91-20-3 ug/kg ND 520 Acenaphthene 83-32-9 ug/kg ND 520 Other Target PAH Analytes Acenaphthylene 208-96-8 ug/kg ND 520 Anthracene 120-12-7 ug/kg ND 520 Benzo(a)anthracene 56-55-3 ug/kg ND 520 Benzo(a)pyrene 50.32-8 ug/kg ND 520 Benzo(b)fluoranthene 205-99-2 ug/kg ND 520 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 520 Benzo(k)fluoranthene 207-08-9 ug/kg ND 520 Chrysene 218-01-9 ug/kg ND 520 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 520 Fluoranthene 206-44-0 ug/kg ND 520 Fluorene 86-73-7 ug/kg ND 520 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 520 Pyrene 129-00-0 ug/kg ND 520 Adjusted Ranges C9-C18 Afiphatics ug/kg ND A 10000 C19-C36 Aliphatics ug/kg ND" 10000 C11-C22 Aromatics ug/kg ND a 21000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 67 40-140% o-Terphenyl % B3 40-140% 2-Fluorobiphenyl % 74 40-140% 2-Bromonaphthalene % 67 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogete(s)and/or Internal standards eluting In that range 9 Hydrocarbon Range date exclude concentrations of.anysurregate(s)and/or Internal standards eluting In that range. Ctt-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A'J'Qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? ©Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? ®No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the Information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 37 of 46 12A MADEP EPH FORM A ueous n Soil Pi Sediment El Othe El r acne Satisfactory6a Broken n Leaking r ii, WA W PH<=2 H>2 El A� el a Received on Ice El Received at 4:De .'C F1 Other P1 Reed at 1 deg C SW 846 3545 Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-3 19'-20' Lab ID: W6614-9 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23/2006 Date Received: 5/24/2006 EPH Surrogate Sids. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 6/9/2006 N/A EPH Fractionation 2-Ruorobiphenyl % Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 88.3 1 N/A Unadiusted Ranges CAS# Units Result RDL Q C11-C22 Aromatics(Unadj.) ug/kg ND A 22000 Diesel PAH Analytes 2-Methyinaphthalene 91-57-6 ug/kg ND 560 Phenanthrene 85-01-8 ug/kg ND 560 Naphthalene 91-20-3 ug/kg ND 560 Acenaphthene 83-32-9 ug/kg ND 560 Other Target PAH Analytes Acenaphthylene 208-96-8 Ug/kg ND 560 Anthracene 120-12-7 ug/kg ND 560 Benzo(a)anthracene 56.55-3 ug/kg ND 560 Benzo(a)pyrene 50-32-8 ug/kg ND 560 Benzo(b)fluoranthene 205-99-2 ug/kg ND 560 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 560 Benzo(k)fluoranthene 207-08-9 ug/kg ND 560 Chrysene 218-01-9 ug/kg ND 560 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 560 Fluoranthene 206-44-0 ug/kg ND 560 Fluorene 86-73-7 ug/kg ND 560 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 560 Pyfene 129-00-0 ug/kg ND 560 Adjusted Ranges C9-C18 Aliphatics ug/kg ND A 11000 C19-C36 Aliphatics ug/kg ND A 11000 C11-C22 Aromatics ug/kg ND' 22000 Surrogate Recoveries Acceptance Range 1-Chklrooctadecane % 61 40-140% o-Terphenyl % 79 40A40% 2-Fluorobiphenyl % 83 40-140% 2-Bromonaphthalene % 74 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogates)and/orinternal standards eluting In thatrange e Hydrocarbon Range data exclude concentrations of any surrogate(s)end/orinternal standards eluting In that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes z A'X qualifier Indicates an estimated value Were all QNQC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatchad Were all performance/acceptance standards for required QNQC procedures achieved? ©Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? ®No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my Inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 (Sri 38 of �ACC, M56614 i MADEP EPH FORM A ueous n Soil ryl Sediment n Other 17-1 Coratfars Satisfactoryg Broken n Leaking 1 a WA H<=2 H>2 Received on Ice Received at 4 Deg. C Other Rec'd at 1 deg C ca SW 846 3545 iv Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-2 T-8' Lab ID: W6614-10 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23/2006 Date Received. 5/24/2006 EPH Surrogate Stds. Afipha6c: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 6/9/2006 N/A EPH Fractionation 2-Fluorob iphenyl %Solids: Lave Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 97.5 1 N/A Unadjusted Ranges CAS# Units Result RDL 9 C11-C22 Aromatics(Unadi.) ug/kg ND" 20000 Diesel PAH Analytes 2-Methylnaphthalene 91-57-6 ug/kg ND 500 Phenanthrene 85-01-8 ug/kg ND 500 Acenaphthene 83-32-9 ug/kg ND 500 Naphthalene 91-20-3 ug/kg ND 500 Other Target PAH Analytes Acenaphthylene 208-96-8 ug/kg ND . 500 Anthracene 120-12-7 ug/kg ND 500 Benzo(a)anthracene 56.55-3 ug/kg ND 500 Benzo(a)pyrene 50-32-8 ug/kg ND 500 Benzo(b)fluoranthene. 205-99-2 ug/kg ND 500 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 500 Benzo(k)fluoranthene 207-08-9 ug/kg ND 500 Chrysene 218-01-9 ug/kg ND 500 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 500 Fluoranthene 206-44-0 ug/kg ND 500 Fluorene 86-73-7 ug/kg ND 500 indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 500 Pyrene 129-00-0 ug/kg ND 500 Adiusted Ranges C9-C18 Alipha6cs ug/kg tz" 10000 C19-C36 Aliphatics ug/kg ND' 10000 C11-C22 Aromatics ug/kg tz a 20000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 65 40-140% o-Terphenyl % 85 40-140% 2-Fluorobiphenyl % 83 40-140% 2-Bromonaphthalene % 75 40-140% Footnotes A Hydrocarbon Range date exclude concentrations of any surrogete(s)and/or internal standards eluting In that range a Hydrocarbon Range dais exclude concentrations of any surrogates)and/or Internal standards eluting In that range. C11-4C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Anaiytes z A'J'qualifier Indicates an estimated value Were all QA(QC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatchad Were all performance/acceptance standards for required QA/QC procedures achieved? ©Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? ®No ❑ Yes-Details Attatched II 1 attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 ®� 39 of 46 .12ACCLITEST, M56614 c MADEP EPH FORM A ueous El Soil W Sediment Othe 171 r Satisfactoryga Broken F1 Leaking 1.. WA W DH<=2 H> 2 T a _;fie Received:on Ice M Received at 4 Dog. C El Other W1 Rec'd at 1 deg C Lose,4a SW846 3545 Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-2 14'-15' Lab ID: M56614-11 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23/2006 Date Received: 5/24/2006 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 6/9/2006 N/A EPH Fractionation 2-Ruorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 96.9 1 N/A Unadjusted Ranges CAS# Units Result RDL Q C11-C22 Aromatics(Unadj.) ug/kg ND" 20000 Diesel PAH Ana1A 2-Methylnaphthalene 91-57-6 ug/kg ND 500 Phenanthrene 85.01-8 ug/kg ND 500 Naphthalene 91-20-3 ug/kg ND 500 Acenaphthene 83.32-9 ug/kg ND 500 Other Target PAH Analytes Acenaphthylene 208-96-8 ug/kg ND 500 Anthracene 120-12-7 ug/kg ND 500 Benzo(a)anthracene 56-55-3 ug/kg ND 500 Benzo(a)pyrene 50-32-8 ug/kg ND 500 Senzo(b)fluoranthene 205-99-2 ug/kg ND 500 Benzo(g,hJ)perylene 191-24-2 ug/kg ND 500 Benzo(k)ffuoranthene 207-08-9 ug/kg ND 500 Chrysene 218-01-9 ug/kg ND 500 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 500 Fluoranthene 206-44-0 ug/kg ND 500 Fluorene 86-73-7 ug/kg ND 500 Indeno(1,2,3-cd)pyrene 193-39-5 uglkg ND 500 Pyrene 129-00-0 ug/kg ND 500 Adiusted Ranges C9-C18 Aliphatics ug/kg ND" 10000 C19-C36 Aliphatics ug/kg ND" 10000 C11-C22 Aromatics ug/kg ND' 20000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 143 40-140% o-Terphenyl % 174 40-140% 2-Fluorobiphenyl % 78 40-140% 2-Bromonaphthalene % 64 40-140% Footnotes A Hydrocarbon Range data exclude concentrationsof anysurrogate(s)end/orinternei standards eluting In that range a Hydrocarbon Range date exclude concentrations of any ourrogate(s)and/orinternal standards eluting In thatrange. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A V quallfier Indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performancelacceptance standards for required QA/QC procedures achieved? ©Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? ®No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my Inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature ��—� Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 ®B 40 of ACCUTEE M56614 •., r: MADEP EPH FORM ro A ueous Soil Sediment Other El r�ers:. . Satisfacto Broken Leaking t: e : av; WA P1 DH<=2 n DH>2 El erg _eature� mks Received on ice El Received at 4 Deg. C n .Other P1 Rec'd at 1 deg C ca SWM 3545 N Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-2 19'-20' Lab ID: W6614-12 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23/2006 Date Received: 5/24/2006 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Arom6tic:o-Terphenyl 5/29/2006 6/10/2006 WA EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 95.1 1 WA Udadtusted Ranges CAS# Units Result RDL g C11-C22 Aromatics(Unadj.) ug/kg ND" 20000 Diesel PAH Analytes 2-Methy1naphthalene 91-57-6 ug/kg ND 510 Phenanthrene 85-01-8 ug/kg ND 510 Naphthalene 91-20-3 ug/kg ND 516 Acenaphthene 83-32-9 ug/kg ND 510 Other Target PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 510 Anthracene 120-12-7 ug/kg ND 510 Senzo(a)anlhracene 56-55-3 ug/kg ND 510 Benzo(a)pyrene 50-32-8 ug/kg ND 510 Benzo(b)fluoranthene 205-99-2 ug/kg ND 510 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 510 Benzo(k)fluoranthene 207-08-9 ug/kg ND 510 Chrysene 218-01-9 ug/kg ND 510 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 510 Fluoranthene 206-44-0 ug/kg ND 510 Fluorene 86-73-7 ug/kg ND 510 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 510 Pyrene 129-00-0 ug/kg ND 510 Adiusted Ranoes C9-C18Aliphatics ug/kg ND" 10000 C19-C36 Aliphatics ug/kg ND" 10000 C11-C22 Aromatics ug/kg ND a 20000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 60 40-140% o-Terphenyl % 75 40-140% 2-Fluorobiphenyl % 80 40-140% 2-Bromonaphthalene % 70 40-140% Footnotes A Hydrocarbon Range data exclude concentration a of any surrogate(s)and/or Internal standards eluting In that range a Hydrocarbon Range data exclude concentrations of any surrogate(a)and/or Internal standards eluting In that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes z A'J'qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the Information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 41 of 46 MACGUTEST, MADEP EPH FORM A ueous F1 Soil Sediment El Other rt ajrs s Satisfacto 6a Broken EI Leakin set . WA P DH<=2 n pH>2 Received on Ice El Received at 4 Deg. C n Other Rec'd at 1 deg C ua9 emu SW846 3545 Method for Ranges: MADEP EPH REV 1.1 Client ID: SBA 10'-11' Lab ID: M56614-13 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23/2006 Date Received: 5/24/2006 EPH Surrogate Stds. Aliphatic: 1-CNorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 6/10/2006 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 96 1 WA Unadjusted Ranges CAS# Units Result RDL 9 C11-C22 Aromatics(Unadj.) ug/kg 151000 A 21000 Diesel PAH Analvtes 2-Methylnaphthalene 91-57-6 ug/kg ND 520 Phenanthrene 85-01-8 ug/kg ND 520 Acenaphthene 83-32-9 ug/kg ND 520 Naphthalene 91-20-3 ug/kg ND 520 Other Target PAH Analytes Acenaphthylene 208-96-8 ug/kg ND 520 Anthracene 120-12-7 ug/kg ND 520 Benzo(a)anthracene 56.55-3 ug/kg ND 520 Benzo(a)pyrene %32-8 ug/kg ND 520 Benzo(b)fluoranthene 205-99-2 ug/kg ND 520 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 520 Benzo(k)fluoranthene 207-08-9 ug/kg ND 520 Chrysene 218-01-9 ug/kg ND 520 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 520 Fluoranthene 206-44-0 ug/kg ND 520 Fluorene 86-73-7 ug/kg ND 520 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 520 Pyrene 129-00-0 ug/kg ND 520 Adjusted Ranges C9-C18Aliphatics ug/kg ND" 10000 C19-C36 Aliphatics ug/kg 811000, 10000 C11-C22 Aromatics uglkg 151000 a 21000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 67 40-140% o-Terphenyl % 82 40-140% 2-Fluorobiphenyl % 77 40-140% 2-Bromonaphthalene % 67 40-140% Footnotes A Hydrocarbon Range data exclude concentratlonsof any surrogete(s)end/orinternal standards eluting In that range B Hydrocarbon Range data exclude concentrations of any surrogates)and/orinternal standards eluting In thatrange. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A'J'qualifler Indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QAlQC procedures achieved? DYes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified In Sect.11.3? ®No ❑ Yes-Details Attatched i attest under the pains and penalties of perjury that,based upon my inquiry of those Individuals immediately responsible for obtainig the information,the material contained In this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 ® 42 of Ms661a MADEP EPH FORM ueous El Soil W Sediment El Other SatisfactoryW Broken n Leaking WA P1 DH<=2 n DH>2 re Received on Ice n Received at 4 Deg. C El Other Rec'd at 1 deg C w SW846 3545 iv Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-1 14'-15' Lab ID: M56614-14 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23/2006 Date Received: 5/24/2006 EPH Surrogate Stds. Afiphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 . 6110/2006 N/A EPH Fractionation 2-Fluorobiphenyl `16 Solids: Low Dilution: High Dilution: Surrogate Standards. 2-BromonaphMalene 96 1 WA Unadiusted Ranges CAS Al Units Result RDL 9 C11-C22 Aromatics(Unadj.) ug/kg ND" 21000 Diesel PAH AnalA 2-Methylnaphthalene 91-57-6 ug/kg ND 520 Phenanthrene 85-01-8 ug/kg ND 520 Acenaphthene 83.32-9 ug/kg ND 520 Naphthalene 91-20-3 ug/kg ND 520 Other Target PAH Analytes Acenaphthylene 208-96-8 ug/kg ND 520 Anthracene 120-12-7 ug/kg ND 520 Benzo(a)anthracene 56-55-3 ug/kg ND 520 Benzo(a)pyrene 50-32-8 ug/kg ND 520 Benzo(b)fluoranthene 205-99-2 ug/kg ND, 520 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 520 Benzo(k)fluoranthene 207-08-9 ug/kg . ND 520 Chrysene 218-01-9 ug/kg ND 520 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 520 Fluoranthene 206-44-0 ug/kg ND 520 Fluorene 86-73-7 ug/kg ND 520 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 520 Pyrene 129-00-0 ug/kg, ND 520 Adjusted Ranges C9-C18 Aliphatics ug/kg ND A 10000 C19-C36 Aliphatics ug/kg ND" 10000 C11-C22 Aromatics ug/kg tm a 21000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 59 40-140% o-Terphenyl % 76 40-140% 2-Fluorobiphenyl % 73 40-140% 2-Bromonaphthalene % 67 40-140% Footnotes A Hydrocarbon Range date exclude concentrations of any surrogate(s)and/or Internal standards eluting In thatrange B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In thatrange. C11-M Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes. - Z A'J'qualifier Indicates an estimated value I Were all QA/QC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? ©Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? ®No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my Inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 43 of 46 MACC_IL E_ST_. M56614 -"' MADEP EPH FORM NESW8463545 A ueous Soil Sediment OtherSatisfacto Broken Leakin WA H<=2 H>2Received on Ice Received at 4 De . COther Recd at 1 deg C Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-1 19'-20' Lab ID: N156614-15 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23(2006 Date Received: 5/24/2006 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 U10/2006 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 96.4 1 N/A Unadjusted Rennes CAS# Units Result RDL g C11-C22 Aromatics(Unadj.) ug/kg ND" 21000 Diesel PAH Analytes 2-Methylnaphthatene 91-57-6 ug/kg ND 510 Phenanthrene 85-01-8 ug/kg ND 510 Acenaphthene 83-32-9 ug/kg ND 510 Naphthalene 91-20-3 ug/kg ND 510 Other Target PAH Anal)tes Acenaphthylene 208-96-8 ug/kg ND 510 Anthracene 120-12-7 ug/kg ND 510 Benzo(a)anthracene 56-55-3 ug/kg ND 510 Benzo(a)pyrene 50-32-8 ug/kg ND 510 Benzo(b)fluoranthene 205-99-2 ug/kg ND 510 Benzo(g,h,i)peryiene 191-24-2 ug/kg ND 510 Benzo(k)fluoranthene 207-08-9 ug/kg ND 510 Chrysene 218-01-9 ug/kg ND 510 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 510 Fluoranthene 206-44-0 ug/kg ND 510 Fluorene 86-73-7 ug/kg ND 510 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 510 Pyrene 129-00-0 ug/kg ND 510 Adjusted Rennes C9-C18 Aliphatics ug/kg ND" 10000 C19-C36 Aliphatics ug/kg ND" 10000 C11-C22 Aromatics ug/kg ND a 21000 Surrogate Recoveries Acceptance Ranne 1-Chlorooctadecane % 60 40-140% o-Terphenyl % 69 40-140% 2-Fluorobiphenyl % 71 40-140% 2-Bromonaphthalene % 63 40-140% Footnotes A Hydrocarbon Range dots exclude concentrations of any surrogate(s)and/orinternaf standards eluting In that range a Hydrocarbon Range date exclude concentrations of any surrogates)and/orinternal standards eluting In that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A'J'Qualifier Indicates an estimated value Were all QAIQC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA(QC procedures achieved? ©Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? ®No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my Inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the bast of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 44 of QA M56614 MADEP EPH FORM -10C - `: MO ' Aqueous F1 Soil Sediment n Other El Iatn�; ,•:.`.' . SatisfactoryW Broken n Leakin a rv. ive WA P1 DH<=2 F DH>2 El Received.on Ice El Received at 4 Deg. C n Other W Rec'd at 1 deg C -� SWRAR 3545 N Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-1 24'-25' Lab ID: M56614-16 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23/2006 Date Received: 5/24/2006 EPH Surrogate Side. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 6/10/2006 WA EPH Fractionation 2-FiuoroNpherryl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 87.3 1 WA Unadiustod Ranges CAS# Units Result RDL Q C11-C22 Aromatics(Unadj.) ug/kg ND" 23000 Diesel PAH AnWA 2-Methylnaphthalene 91-57-6 ug/kg ND 570 Phenanthrene 85-01-8 ug/kg ND 570 Acenaphthene 83-32-9 ug/kg ND 570 Naphthalene 91-20-3 ug/kg ND 570 Other Target PAH Analytes Acenaphthylene 208-96-8 ug/kg ND 570 Anthracene 120-12-7 ug/kg ND 570 Benzo(a)anthracene 56-55-3 ug/kg ND 570 Benzo(a)pyrene 50-32-8 ug/kg ND 570 Benzo(b)fluoranthene 205-99-2 ug/kg ND 570 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 570 Benzo(k)fluoranthene 207-08-9 ug/kg ND 570 Chrysene 218-01-9 ug/kg ND 570 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 570 Fluoranthene 206-44-0 ug/kg ND 570 Fluorene 86-73-7 ug/kg ND 570 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 570 Pyrene 129-00-0 ug/kg ND 570 Adjusted Ranges C9-C18Aliphafics ug/kg ND" 11000 C19-C36 Aliphatics ug/kg ND' 11000 C11-C22 Aromatics ug/kg ND a 23000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 66 40-140% o-Terphenyl % 74 40-140% 2-Fluorobiphenyl % 80 40-140% 2-Bromonaphthalene %. 67 40-140% ` Footnotes A Hydrocarbon Range date exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range 0 Hydrocarbon Range dab exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range. C11L12 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A'J'qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? DYes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? ®No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 ®� 45 of 46 0 AGCIlTEST, W5 614 i MADEP EPH FORM -Wr _ IM-50 0 A ueous Soil Sediment. Other El Gon iners Satisfacto Broken Leaking A u: resery avF WA H<=2 H>2 wets;a t Received on Ice Received at 4 Deg. C Other Rec'd at 1 deg C Ewa Lqn AOM = SW 846 3545 Method for Ranges: MADEP EPH REV 1.1 Client ID: SB-1 29-30' Lab ID: W6614-17 Method for Targets: MADEP EPH REV 1.1 Date Collected: 5/23/2006 Date Received: 5/24/2006 EPH Surrogate Stds. Aliphatic: 1-CNorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic:o-Terphenyl 5/29/2006 6/10/2006 N/A EPH Fractionation 2-FluoroUphenyl % Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 84 1 NIA Unadjusted Ranges CAS# Units Result RDL g C11-C22 Aromatics(Unadj.) ug/kg ND A 24000 Diesel PAH Anabdes 2-Methylnaphthalene 91-57-6 ug/kg ND 590 Phenanthrene 85-01-8 ug/kg ND 590 Acenaphthene 83-32-9 ug/kg ND 590 Naphthalene 91-20-3 ug/kg ND 590 Other Target PAH Analytes Acenaphthylene 208-96-8 ug/kg ND 590 Anthracene 120-12-7 ug/kg. ND 590 Benzo(a)anthracene 56-55-3 ug/kg ND 590 Benzo(a)pyrene 50-32-8 ug/kg ND 590 Benzo(b)fluoranthene 205-99-2 ug/kg ND 590 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 590 Benzo(k)fluoranthene 207-08-9 ug/kg ND 590 Chrysene 218-01-9 ug/kg ND 590 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 590 Ruoranthene 206-44-0 ug/kg ND 590 Fluorene 86-73-7 ug/kg ND 590 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 590 Pyrene 129-00-0 ug/kg ND 590 Adjusted Ranges C9-C18 Aliphatics ug/kg ND" 12000 C19-C36 Aliphatics ug/kg NO" 12000 C11-C22 Aromatics ug/kg ND a 24000 Surrogate Recoveries Acceptance Range 1-Chiorooctadecane % 62 40-140% o-Terphenyl % 75 40-140% 2-Fluorobiphenyl % 79 40-140% 2-Bromonaphthalene % 71 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range a Hydrocarbon Range dais exclude concentrationsof any surrogate(s)and/or internal standards eluting In thatrange. C11'-(22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A'J'quallfler Indl colas an estimated value I Were all QA1QC procedures REQUIRED by the EPH Method followed? ®Yes ❑ No-Details Attatched Were all performancelacceptance standards for required QA/QC procedures achieved? R1Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.37 ®No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the Information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 6/12/2006 46 of �A M56614 �''° '-_- Number Fee 1136 THE COMMONWEALTH OF MASSACHUSETTS 100.00 Town of Barnstable Board of Health This is to Certify that ALL TOWN CENTER VILLE MOBIL STATION 1734 FALMOUTH ROAD, CENTERVILLE,NC Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. -------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------ This license is granted in conformity with the Statutes and ordinances relating there to,and and expires 6/30/2015 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 6/30/2014 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health Town of Barnstable °ptHE T Regulatory Services Richard V. Scali, Director '" MASS. ` Public Health Division A�FD 39. Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE �����14 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT 01 U 6d M 0 n-f I 10 G VV uW CO Vie NAME OF ESTABLISHMENT A-� j-+VW 1j CzCn 4r'V I'Ile ADDRESS OF ESTABLISHMENT ) 13 4 F�LIj'}�(�(,i �a l�h �" TELEPHONE NUMBER SOLE OWNER: DYES NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. 04"3 y430D,& STATE OF INCORPORATION 7ba FULL NAME AND HOME ADDRESS OF: PRESIDENT TREASURER CLERK `TaranzGZ L.6,rave SIGNATURE OF APPLICANT RESTRICTIONS HOME ADDRESS Gil BARr;O VEEDER-ROOT HOME TELEPHONE# I Y AVE. PO BOX 22087 Q:\Appiication Fon,S\xazAPp.Doc GREENSBORO, NC 27420 MAIL STOP# F76 Lgon);Zs3--9054 A P R 2,5 2 Ci 0 5 V!ED) 13 RV 5,) 7 9 02 3P F 2 MkIkOZppil,"ation to !Ocal Fire Departrilem Fite,Department retd-ins original 3PP11calflon and' issues duPfimte as Permit,, I Ntx AP -11 ICATION and i vERMI ior Storac,- I nk, rorr, t��approvt-,d tartkdiK,pcsaj yard iyf accofdanf,,f�w p of M.G.-L. C h ter f,'527 CNITI .3.00, aPP1iCSticn is hereby ;MW= erlk Owner Nam;-a �fjk�.�Ap x T 7.14 Rojjrt� j 02 v"632 rlw-npany Narre rd.n g -'f.= or indiviclual•Pe Ffiw j2 -�,jj.jjjq�c4t2d_ appiyinr 17 (PC .......... rnk LDc.jticr,.j.:i,3!j t 1,,l Store.: A-Y It L T .'�ink y-ai d aPe Oi (P(Ia5 'ran k City or Town Pet r-W# Cate of�Ssl.g� Z-k --!A4m—/------ ol(expifaticn ie f Tel. rJi 161�pam j1K A,10:,temoval(G) send �9Or 5'9.ned by I-Ocal--irco Room 1J10tso-sto'l., )mf, to U V'4a MA fRet0(Y C,'1,mPhwx;a Urift,Onc �FIKE Town of Barnstable ' MASS.IA ' Board of Health 9�AtE1639. P.O. Box 534, Hyannis N A 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Sumner Kaufman,M.S.P.H. To: MOBIL OIL CORP Date Monday,March 05,2001 PROPERTY TAX DIVISION P O BOX 4973 HOUSTON TX 77210 RE: Underground Tank at 1734 FALMOUTH ROAD/RTE 28l Map/Parcel 189132 Tank NO: 01 Tag NO: 01077 The Town of Barnstable Public Health Division records indicate that your undergroud or chemical storage tank is 18 years of age,and has not been tested as required under section 07:(5)of th health regulation regarding fuel and chemical storage systems. You are directed to have each tank and its piping tested within thirty(30)days of the receipt of this notice. Results of the testing shall be filed with the Board of Health and the Fire Department. You are reminded that you shall have the tank and its piping tested during the 10th, 13th,15th, 17th, and 19th year after installation,and annually thereafter. Failure to comply with this order may result in a fine of up to$300.00.Each day's failure to comply with an order shall constitute a separate violation. You may request a hearing if a written petition requesting same is received by the Board of Health within ten(10) days after this order is served. Per Order of the Board of Health Thomas A.McKean, RS, CHO Health Agent �FIME Town of Barnstable BARNSTMM ` Board of Health 9q'ArE1 9. .iA``� P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Sumner Kaufman,M.S.P.H. To: MOBIL OIL CORP Date Monday,March 05,2001 PROPERTY TAX DIVISION P O BOX 4973 HOUSTON TX 77210 RE: Underground Tank at 1734 FALMOUTH ROAD/RTE 28 Map/Parcel 189132 Tank NO: 02 Tag NO: 01078 The Town of Barnstable Public Health Division records indicate that your undergroud or chemical storage tank is 18 years of age,and has not been tested as required under section 07:(5)of th health regulation regarding fuel and chemical storage systems. You are directed to have each tank and its piping tested within thirty(30)days of the receipt of this notice. Results of the testing shall be filed with the Board of Health and the Fire Department. You are reminded that you shall have the tank and its piping tested during the 10th, 13th,15th,17th, and 19th year after installation,and annually thereafter. Failure to comply with this order may result in a fine of up to$300.00.Each day's failure to comply with an order shall constitute a separate violation. You may request a hearing if a written petition requesting same is received by the Board of Health within ten(10) days after this order is served. Per Order of the Board of Health Thomas A.McKean, RS, CHO Health Agent oFINE Town of Barnstable • ASS, Board of Health 9q'Ar 1 s`�� P.O. Box 534� Hyannis MA 02601 ED MA'S i Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A:Murphy,M.D. Sumner Kaufman,M.S.P.H. To: MOBIL OIL CORP Date Monday,March 05,2001 PROPERTY TAX DIVISION P O BOX 4973 HOUSTON TX 77210 RE: Underground Tank at 1734 FALMOUTH ROAD/RTE 28 C� kiz,"►�\,e) Map/Parcel 189132 Tank NO: 03 Tag NO: 00564 The Town of Barnstable Public Health Division records indicate that your undergroud or chemical storage tank is 18 years of age,and has not been tested as required under section 07:(5)of th health regulation regarding fuel and chemical storage systems. You are directed to have each tank and its piping tested within thirty(30)days of the receipt of this notice. Results of the testing shall be filed with the Board of Health and the Fire Department. You are reminded that you shall have the tank and its piping tested during the 10th, 13th, 15th, 17th, and 19th year after installation,and annually thereafter. Failure to comply with this order may result in a fine of up to$300.00.Each day's failure to comply with an order shall constitute a separate violation. You may request a hearing if a written petition requesting same is received by the Board of Health within ten(10) days after this order is served. Per Order of the Board of Health Thomas A.McKean, RS, CHO Health Agent s II TOWN OF BARNSTAI L ' s_OCATION SEWAGE # 0.3 VILLAGE C 77Fle�I/ l E' ASSESSOR'S MAP & LOT INSTALLER'S NAME 6� PHONE NO.AW dle SEPTIC TANK CAPACITY 0� g G e * -- ®�C LEAC:hING FACILITYAtype) o�_AQ 1% (size) IO O NO. OF BEDROOMS. PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No 1� -- A _ ` i,� e. C� ..— �3 o f� � g ' ��—�' �C ��� � �� S � t t THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town .0 F. Barnstable ................... Appliration for Diipooal Works Tonstrudion Errant Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: ..�-..... _-Mobil-Rte.• 28. & Old Stage Rd:•• Centerville.................1734••Route•• 28•„•,••_•__,,,__ �Location•Address or Lot No ..•....•-_•-.-....Mobil Oil..Corporation 580 Chelsea St. East••Boston��MA 02128 ..._.. ..... ..... ......... .. .. . .............. ......._... W Subject. to Board of Health Approval Address .............................................Installer......................................... ..........-..................................Address... ..»...._.... Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms......................... -....Expansion Attic ( ) Garbage Grinder ( ) - Servic p., Other—Type of Building ------------------ e...... No. of persons....--...................... Showers ( ) — Cafeteria ( ) dOther fixtures ...........Station.......................................•---•--.....---•---------......................---................................. Design Flow................... ...._._gallons per islandper day. Total daily flow.........--2QO.........................gallons. Septic Tank—Liquid'capacity._.--.-.gallons LeLlgth...1.Q-!.-.Q.!'Width...5-l.-Q.'-'.. Diameter................ Deptlt..6L 4"... W Disposal Trench—No. .. Width.................... Total Length-.-................. Total leaching area....................sq. ft. x .................. 3 Seepage Pit No.............2 Diameter.... 3•!•-Q.'.'... Depth below inlet......5..-0..... Total leaching area....6.7.3.......sq. ft. Z Other Distribution box (X ) Dosing tank ( ) (265 SF-Bot. ) Percolation Test Results Performed by........ ale •Ass 91.21Je.7-.......-. Date..........(-4.0.eo..5>;-&.ide) a 16FT p ground� Test Pit No. 1................mmutes per inch Depth of Test Pit............-.-----. Depth to water.....NQ.Ae.......... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.-....-............. Depth to ground water....-............. ..-... a 0 0'-0" to 2'-0" 1 of As halt then dark brown sand and rav silt Description of Soil...........................................�.......... P.._...........---- q....-..e. .....,SQIlt€ ) 2'-0" to 8'-0" Fine Brown Sand with some Gravel trace Silt V 8'-0" to 16'-0:: ((Light Brown Sandi Traces. of.Gravel Trace Silty No groundwater W ,. UNature of Repairs or Alterations Answer when applicable..-.Station... econstruction •• visible•-, ' . .......... ..... .... ..................................................................•----............................................................... Agreement: The undersigned ,agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary —The u ersigned furtl: agrees not to place the system in operation until.a Certificate of Compliance has e by a ofpFr�� '.z'?:iA......... - Signed...- ... ............... .... - A.E. Valenti- Mobil Oil Corp Date :. Application Approved By.. . `-" �� .............. - ..... r� e Application Disapproved or the following reasons:....................................•----•--.-...............-.......-.-................... Date Permi No.. 3 Issued. ...S. ate THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF........� ° ./�Jc- ............................................. Trrtifiratr of Tomplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) Installer ....................................... . ........ at......................................................... ? '..............................................-......................................................................._ has been installed in accordance with the provisions of T�T�" 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated................, THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GU THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............................................................................... Inspector.................... N�. ... • Fss-751 of THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town Barnstable ..........................................OF.......................................................................................... Appliratinn for Bispootti Warks Tonstrixrtion Permit Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: —�— ^Mobil-Rte.• 28• & Old Stake•Rd:.. Centerville..... ••._,,•,1734•»Route 28•,••.•_„••,•»_« Location-Address or Lot No. Mobil Ofl Corporation• ._•••••••.• __ 580 Chelsea.St:_ -. East••Boston�, MA 02128 ..««..»......«»_«« .........».»....Owner.. ... ... ................. Address .. .............. .......... ...»Subject•to Board. of Health...APProval................................. ...............................................»�._.... Installer Address Ty pe of Building - Size LotSq. feet Dwelling—No. of Bedrooms......................... .Expansion Attic ( ) Garbage Grinder ( ) Servic p, Other—Type of Building ................. e...... No. of persons............................ Showers ( ) Cafeteria ( ) Otherfixtures ...........Station...................................................................................... ............................... 300 islan 2 WW Design Flow. gallons per �er day. Total daily flow...........................................gallons. a Septic Tank—Liquid.capacity..?Q4S!.gallons Letigth...].Q.'.-.0.'.'Width...S.:.-A:'.. Diameter................ Dept11..6.:.-4"... Disposal Trench—No. .. Width.................... Total Length.................... Total leaching area. sq. Seepage Pit No...........2........ Diameter.... Depth below tnlet......S..-Q..... Total leaching area....6.Z3.......sq. f t. Z Other Distribution box (X ) Dosing tank ( ) (265 SF-Bot.) �. Gale As Percolation Test Results Performed b ,. ..aQG atea.....5 2 13. Date............ . ...51;.-5 s . Test Pit No. 1................minutes per inch Depth of Test Pit..............FT.. Depth to ground water.....Mane.......... Test Pit No. 2................nttnutes per Inch Depth of Test Pit.................... Depth to ground water........................ c>♦ ..... ... .......................................................................................................... ».......... 0 Description of Soil......0'-0" to,..2'.-0"...(j�"„of Asphalt then dark„brown„sand,.and..grave,, ,ggme silt) _,•••••,,,,,,, 2'-0" to 8,'-011 •(Fine Brown,Sand with some Gravel, trace„Silts.............................. ••• •• •8'-0" to 16'-0" 4Li�ht Brown Sand, Traces of Gravel, Trace Silt) No g;Qundwatez .. .. ..... ..... .. .... .. Nature of Repairs or Alterations—Answer when applicable....Station Reconstruction •...............•vls.l?le••, .......................................................................................:........................................................................................................»_..... Agreement: The undersigned .agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provision!; of TITLE 5 of the State Sanitary Code he udders' ne further a ees of to place the system in operation until a Certificate of Compliance has been i t r o iealtl'(' Signcd....L.�..�C.:,.. ... .. t!?•r ...................... A.E. Valenti- Mobil Oil Corp. Dale ApplicationApproved By........... ...................... ................... /.......................... ... .b�. ................. ., e Application Disapproved for the following reasons:......................................... . ............»..................��......, ..'.o.�j......................................»................... ......................................................D ......_ ate PermitNo..................................................»..» Issued......... �.� v�,.�............«...... ate THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF........ ............................................ Tertif irate of Tompftanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) ..................................................»_»»»_ al ............. ............... .��-.. i......iu................................ at..................................................... .............................................................................................................. .__ has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM .WILL FUNCTION SATISFACTORY. . .............. Inspector.......................................................................».......... DATE.............................................. �!� 1�G ENGINEER MUST SUPERVISE j'2-i 133 `t THE COMMONWEALTH OF M_ASSA LLATION AND CERTIFY IN WRITING - r5s , 103 _ BOARD OF HEALTFi#•IE SYSTEM WAS INSTALLED IN STRICT _ram ��,�• OF. ACCORDANCE TO PLAN._„, j� .... ............... •,►t� �f' .L,.. ......... lrm ... ................. `PVC Diopood Works Q-11onotrurtion Permit Permissionis hereby granted.............................................................................................................................._..»......__ to cgstruct ( or Repair ( ) an Indi dual Sewage Disposal System atNo...........1......;!�.�:�:• z........�f........�-��.Qf.�d.l . ..... ...........................................................................» ... Street as shown on the application for Disposal Works Construction Per t 66-.10 Dated........ C. ....................................... ea tb DATE........................ ........................ FORM 1255 HOBBS d WARRk 4. INC.. PUBLISHERS ' ;N I LLL ASSESSORS MAP 189 PARCEL NO.: 132, 133, 134, 135(p ortion) TOWN OF BARNSTABLE " UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS NAME Mobil Oil Corporation 91 Montvale Ave." ADDRESS Stoneham, Mass. 02180-2469 VILLAGE Centerville LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE: OR CHEMICAL double-walled West side of building 6,000 gal. gasoline 1987 fiber lass West side of building 1,000 gal, waste oil 1987 fiberglass East side of building 1,000 gal. fuel oil 1987 fiberglass (all tanks are to be double-walled with a brine solution between the walls; provision is to be made for continuous monitoring.) (Give same information for any additional tanks on reverse side of card) DATE OF PURCHASE OF EACH: 1. 2. 3. 4. DATE OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS � �A�1t7Tco ird V/ 9?a� AD6 Leo,. 16Ago - 367 Kin st"et, .Jdyunnie• // m. 02601 SUN 2 i987 NOTICE OF HEARING MOBIL OIL COPORATION of 91 Montvale Avenue, Stoneham, Ma. and through their Attorney Richard Anderson, Esq. , had made application to increase their petroleum storage on property owned by them and located at Old Stage Road and Route 28, Centerville, Ma. by 7,000 gallons. They will add one new 6,000 gallon tank for gasoline storage; one new 1 ,000 gallon tank for waste oil and replace another 1 ,000 gallon. tank for waste oil. The existing tanks are as follows: one 10,000 _ gallon tank for gasoline, one 8,000 gallon tank for gasoline and one 6,000 gallon tank for. gasoline making aitotal of 32,000 gallons of petroleum. A public hearing on this application will be held in the Selectmen's Conference room, 367 Main Street, Hyannis, Ma. on Tuesday, July 14, 1987 at 10:00 a.m. June 25, 1987 Martin J. Flynn Appears okay - not in .Zone of Contribution. Plans show double William T. Friel walled tanks with continuous ; - monitoring system. As required by State and Local regulations. /!mac Francis I. Broadhurst eub h�M� elly. ctor of Board of Selectmen lic Health Town of Barnstable Legal Ad - Village Advertiser for 711187 PLEASE BILL LEGAL AD TO: Richard Anderson, Esq. 436 Main Street ' Hyannis, Ma. 02601 J #AMASS lrem"or �0 MTV� 367 Main SIrrrl, Ayunnie, Mau. 02601 ---, JUN 2� 4 logT NOTICE OF HEARING - MOBIL OIL COPORATION of 91 Montvale Avenue, Stoneham, Ma. and through their Attorney Richard Anderson, Esq. , had made application to increase their petroleum storage on property owned by them and located at Old Stage Road and Route 28, Centerville, Ma. by 7,000 gallons. They will add one new 6,000 gallon tank for gasoline storage; one new 1 ,000 gallon tank for waste oil and replace another 1 ,000 gallon. tank for waste oil. The existing tanks are as follows : one 10,000 gallon tank for gasoline, one 8,000 gallon tank for gasoline and one 6,000 gallon tank for gasoline making a.itotal of 32,000 gallons of petroleum. A public hearing on this application will be held in the Selectmen's Conference room, 367 Main Street, Hyannis, Ma. on Tuesday, July 14, 1987 at 10:00 a.m. June 25, 1987 Martin J. Flynn Appears okay - not in .Zone of Contribution. Plans show double William T. Friel walled tanks with continuous monitoring system. As required by State and Local regulations. Francis I. Broadhurst • J.¢h�M��elly. • irector of Board of Selectmen ublic Health Town of Barnstable Legal Ad Village Advertiser for 7/1/87 PLEASE BILL LEGAL AD TO: Richard Anderson, Esq. 436 Main Street Hyannis, Ma. 02601 a `1 ` QQQQ DASISTAHLBABB : ll j �Bl►p�� 1619. rfo r0► 36 7 Main Shvd, - yanni6, Kw. O26O1 too NOTICE OF HEARING MOBIL OIL COPORATION of 91 Montvale Avenue, Stoneham, Ma. and through their Attorney Richard Anderson, Esq. , had made application to increase their petroleum storage on property owned by them and located at Old Stage Road and Route 28, Centerville, Ma. by 7,000 gallons. They will add one new 6,000 gallon tank for gasoline storage; one new 1 ,000 gallon tank for waste oil and replace another 1 ,000 gallon. tank for waste oil. The existing tanks are as follows: one 10,000 gallon tank for gasoline, one 8,000 gallon tank for gasoline and one 6,000 gallon tank for. gasoline making atotal of 32,000 gallons of petroleum. A public hearing on this application will be held in the Selectmen's Conference room, 367 Main Street, Hyannis, Ma. on Tuesday, July 14, 1987 at 10:00 a.m. - 5 7. Martin J. Flynn s170w wigs w`�y ` William T. Friel lrQ w/ray� Cvk r« '�"J Sryr� Francis I. Broadhurst h-� �C' c.l•�T"�-r _ Board of Selectmen �u� Goy Town of Barnstable tea. /0 i«t-L Y Legal Ad - Village Advertiser for 7/1/87 PLEASE BILL LEGAL AD TO: Richard Anderson, Esq. 436 Main Street Hyannis, Ma. 02601 T TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH satisfactory 2.Printers 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANYL�2� (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRES,47* i�LZ ��4 Clam � `� 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS Case lots 1)r u in.-, Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline O } Heavy Oils: waste motor oil (C) f ir4A new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: A Ye;,L4ee:::g DISPOSAL/RECLAMATION REMARKS: 1. Sanitary Sewage 2.W ter Supply . O Town Sewer ublic f'On-site OPrivate 3. Indoor Floor Drains YES Y NO O Holding tank:MDC� ��� O Catch basin/Dry well O On-site system , / 4. Outdoor Surface drains:YES T/ NO ORDERS: O Holding tank:MDC /9Catch basin/Dry well On-site system 5.Waste Transporter ProductName of Hauler Destination Waste YES NO 1. 2. Person(s) Interviewe Inspectbr Date TOWN OF BARNSTABLE C MPL[ANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers B OA ,D LTH �' 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY �/. ij' &�; �p (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS /73���,-Ve Class: 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Underground Tanks I . Above Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline Jet Fuel(A) Diesel, Kerosene, #� Heavy Oils: 1VnW__ waste motor oil(C) new motor oil (C) 4 transmission/ho� Synthetic Organics: degreasers � sc aneous: DISPOSALIRECLAMATION REMARKS: /G �1 1. Sanitary Sewage 2.Water Supply O Town Sewer Public �On-site OPrivate 3. Indoor Floor Drains YES _NO O Holding tank:MDC_ _ O Catch basin/Dry well O On-site system � 'YIL j — �'y /Vlo k • 4. Outdoor Surface drains:YES f NO ORDERS: O Holding tank:MDC Catch basin/Dry welly ., O On-site system 5.Waste Transporter Narne of Hauler Destination Waste Product 1. YES INO � 2. Person(s) Interviewed Inspector Date Date: 7 TOXIC A " AZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSI ESS: c eli,ff yid l e M0 - -1 0 &'- BUSINESS LOCATION: DQf a O/nI ,S-t 017-3 E �-N1 - MAILINGADDRESS: sl��l ""e- Mail To: TELEPHONE NUMBE0'*7S5_--26_/d Board of Health Town of Barnstable CONTACT PERSON: DehV, 4 h 19n*A?11I P.O. Box 534 EMERGENCY CONTACT TELEPHONE NUMBER: Hyannis, MA 02601 TYPEOF BUSINESS: Does your firm store a of the toxic or hazardous materials listed below, either for sale or for you own use? YES r NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity O,r�P/J _ Antifreeze(for gasoline or coolant systems) Drain cleaners )C NEW USED Cesspool cleaners 6� e-0-4vAutomatic transmission fluid Disinfectants �,�• Engine and radiator flushes , Road Salt (Halite) v2CA44� Hydraulic fluid (including brake fluid) Refrigerants 761S otor oils Pesticides 1j h,� k6 NEW �USED t'j}6o �u (insecticides, herbicides, rodenticides) oline, Jet Fuel Photochemicals (Fixers) Diesel fuel, kerosene, #2 heating oil NEW USED Ether petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW -USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) y att e ry acid (electrolyte) Swimming pool chlorine Rustproofers _� Lye or caustic soda - Car wash detergents _0 Jewelry cleaners Car waxes and polishes —40' Leather dyes Asphalt & roofing tar :�K Fertilizers gllon Paints, varnishes, stains, dyes PCB's o� Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint & varnish removers, deglossers Any other products with "poison" labels Paint brush cleaners (including chloroform, formaldehyde, Floor & furniture strippers hydrochloric acid, other acids) Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids (dry cleaners) (dry cleaning solvents Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH satisfactory 2.Printers 3.Auto Body Shops Q unsatisfactory- 4.Manufacturers COMPANY t ` W (see"Orders") 5.Retail Stores r_ n� 6.Fuel Suppliers ADDRESS 73 V ��^-�u /�/ Class: / 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test z. Fuels: °GD Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) /000 �c `v0D py new motor oil (C) �c transmission/hydraulic Synthetic Organics: degreasers_ " Miscellq,Zeou$: 4_V S c��d 30 x a-4V -j" /a- �� S x io I y L/ s " �j DISPOSAL/R.ECLAMATION REMARKS: 1. Sanitary Sewage 2. Water Supply u,,a J Town Sewer >Wublic � O On-site OPrivate 3. Indoor Floor Drains YES NO>-( O Holding tank: MDC C` >- O Catch basin/Dry well �' �'- aY 6G- 0 On-site system ►��y f G✓ 4. Outdoor Surface drains:YES NO (}O Holding tank:MDC Catch basin/Dry well O On-site system 5. Waste Transporter Name of Hauler Destination Waste Product 1 U1 �TU G� V/Q"(eP Ull YES INO -j9 a i Pe son (s) Interviewed ` sPxtor/� �� Date TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: Mail To: BUSINESS LOCATION:��e. ��! /� �5' ge �c% 0Pn'erVj1/4k_ Board of Health MAILING ADDRESS: /734 -e, Olenrtier o'//e, Town of Barnstable P.O. Box 534 TELEPHONE NUMBER: 50,9) 7--)�-9532 Hyannis, MA 02601 CONTACT PERSON: FR✓3N X 1V,4, oAj EMERGENCY CONTACT TELEPHONE NUMBER:( 02) Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons Ions liquid volume or 25 pounds dry weight? YES I NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants A4-i, /.. Motor oils/waste oils F %CO 1 h5 Road Salt (Halite) Gasoline, Jet fuel Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil& stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar removers RE CEI vD Household cleansers, oven cleaners FEB . 1995 White Copy- Health Department/ Canary Copy-Business T" -TABLE L TOWN OF BARNSTABLE OMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANYidu, ��ji (see"Orders") 5.Retail Stores �s 6.Fuel Suppliers ADDRESS // A Xy�vr.-"h' 5;ebass: j00 1 7.Miscellaneous `/,,,AUANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN I OUTI IN I OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Zk�W, Ke e�son,e, #2 (B) Heavy Oils: I waste motor oil (C) - new motor oil (C) transmission/hyie Synthetic Organics: degreasers ,,�Afellaneous: T41F '- 9 DISPOSAURECLAMATION pREMARKS: 1. Sanitary Sewage 2. Water Supply d/- O Town Sewer Public C :0$ �On-site OPrivate r 3. Indoor Floor Drains YES N0 c O Holding tank: MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product } F YES NO 2. � Person ) Interviewed Inspector Date CI ASSESSORSMAPN_ x. PMCELNo 0 @ 4 TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1. Marine,Gas Stations,Repair BOARD OF HEALTH O satisfactory 2.Printers 3.Auto Body Shops J 0 unsatisfactory- 4.Manufacturers COMPANY/4r5 Cl r4`? O (see"Orders") 5.Retail Stores r 6.Fuel Suppliers ADDRESS / '?34/ 50, 4 Ns.a C 1 Z. Class: 7.Miscellaneous , QUANTITIES AND STORAGE (IN= indoors; OUT-outdoors) MAJOR MATERIALSCase lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: oo) CGasoline Jet Fuel (A) .Diesel,Kerosene, #2 (B) Heavy Oils: waste motor oil (C) v new motor oil (C) poC} transmission/hydr`aulc G j Synthetic Organics: degreasers faAQ�T'�.rrr7� ?c,, Miscellaneous: DISPOSAURECLAMATIONy REMARKS: 1. Sanitary Sewage 2.Water Supply O Town Sewer �bPublic O On-site Q Private t j.�_p ALP 3. Indoor Floor Drains YES NO O Holding tank: MDC Q Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: Q Holding tank: MDC _�?/O Catch basin/Dry well O On-site system 5. Waste Transporter Name of Hauler Destination J Product S2. NO ----Persori(s)Interviewed Inspector i Date w3 TOWN OF BARNSTABLE ,, (COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH O satisfactory .Printers r; � 3.Auto Body Shops 0 unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS I f 1 �� t��:�'. Class: 7.Miscellaneous C r-l 1 T�f-,Vfu_j�_QUANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test r Fuels: Gasoline,Jet Fuel (A) �--- i !/ 1 � t / Diesel, Kerosene, #2 (B) Heavy-Oils:.___ waste motor oil (C) "-- — — new motor oil (C) i transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: G _ DISPOSAURECLAMATION REALARKS: 1. Sanitary Sewage 2. Water Supplyk4�r,�Irl_ � ��2� O Town Sewer �OPublic /iA t 6' V 1 Y)ofoAL , On-site QPrivate4 � 5�" / 3. Indoor Floor Drains YES NO `" `' /"I r O Holding tank: MDC " '� '-" '� 0/1, rY/r(M-� ,I l) O Catch basin/Dry well rot,1.�<iLJ;�i}, O On-site system 4. Outdoor Surface drains:YES NO `ORDERS: O Holding tank: MDC r 4� t i� �. L" k1l O Catch basin/Dry well / O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product YES! N0 2. Person (s) Interviewed Inspector `/ Date .. V MPLIAHCHs CLASS( I Marine,Gas Stations,REpa1.r T'OV.�N. Ur [3ARNSTABL� . Printers ". R D 0 = HEALTH , satisfactory 3. Auto eod� Shops V unsatisfactory- 4. tanufact r�ry COMPANY . (see"Orders") S. .Retail Stores 6. Fuel Suppliers ADDRESS Goe Class: * 7. Miscellaneous Cchtlips d�Q QUANTITIES AND STORAGE (IN-indoors; 0U.T-outdoor MAJOR 11MBRIALS•• Case-lots Drums AboveTanks Undetgrolind Tanks ILL I H QUT AIL M• B gallons UIL [all Fuels: • Gasoline, Jet Fuel (A) Diesel, Kerosene, 12 (0) 116avy oils: _ �_ ,• . 'waste motor oil - (C) neit motor oil (C) transmission/hydraulic , '-Synthetic Organics: degreasers Miscellaneous: 46 . ISPO� L REC , f1 T O REMUS: •l. Sanitary Sewage 2. Water Supply QTown Sewer Public _- - On-.:site Private 3. Indoor Floor Drains: YES NO / ' �_�j n Holding tank: MDC • . atch basin/Dry well ..___..____......._..._.�_..�.__ - 0 On-site system 4. Outdoor Surface drains:YES NO Iluldinl; tank: MDC , 1 Catch basin/Dry well 0 On-site system S. Waste Transporter. Licensed? i _nLAlaulwD :_IlEstinatlnn_ Jjantn Prndur.L y ES_ _ _ 2. �- - �, v ewo Ins actor. Ze* . FINISH C�!?A �. VE DE iJ7 . T 0 fZ ` 0QF ` 6 E TQA HEAVY C.I. 2 N LETJG B D L C.I.C . TEE. LIQUID LEVEL OUTLET 'TO ---T- ORY TELL to_0(MIN, o r 8 $" ` ` 8 EYTZA HEAVY C•1. PIPE . 8 POU ZED PLACE CO��ETE, u .,SOLID W�(�}GNT COUCQfTE BiOCICS %FULL 1vIOp'tAQEO JOIUTS, 1�uN PSW021Z. AIJD VE S IUSISIDEWALK -CAST 1 QQ a VE}1T U . STEM DE 5 .90 T ACCESS MANHOLES TO C{•I?ADE. I ABOVE , OUQD •9 OUTSIDE,,OQ 2ED BeIC- MASN12Y-PLASTID - 5 .50 � 21 ., ACCESS :MAWHOLE TO PAVEMEIJT ON'iIJSIDE. POZTLA1aD EIJ1 UT,hIlDIAQ _ C E 2 — WOP WADE- SED SHALL C(71JSI5T OF I PAZT CEMEIJT r 5l.05 COIJC• o LA{JDSCAPE . . . � 2 PAZTS SA1JD. CEMEIJT f�21CK WOLLOW _ CURB PoQT uD Ct1 +, AREA ,, C T N SOS zs OIJCCE E, OQ Ca � 6LOC�. MA QY .. ...+ _ E PI LAID 4 T OUTLET PE SN�ILI BE MUST IJO 8E. USEp 2 MI F / M.0 TO/$ 2 M T . . ., ., ,. , . 0 E LEVEL AT LFAS 2 TY W _ .. ,,y ASKED STONE � ---#�. + t 0o a . . ., r 4 C 40 S Z . . 110E PV SCN ST CTl IJ I - COLIC ETE COIJ �U o SHALL u ACC DIJCC 1uITH TUE ASSA �IU rr o .... (ALL A : � 12 0� M C SE 5 1� QOU�ID 4 T _ PVC SCH 40 S.- O.C)10 _ :. m .. - FUEL AS PLUM ( , CT B � CODE, ,z � Co .o _ . . 4 PVC SCNA.O LE N 4 I.V 4. 4 il�V. 9 4 �. , — • s A. .. N 4 ItN. . O 4 ..� ,4 ,t , r _ Z VA !ES ,Q 5-.00 � ,. � :. Plc scl-1 �•O ASOL1�!E OIL E P T 0 , _ �- CT S AQA �. 4 Iuv �,�5 .. -- , : ..1 4 Iuv._4-8.13a _ a • VENT BELO t a o o c'� c� A• :G A o IAl C>UuDETAIL '. b —• I I/2 n d - 1-� la c7 o a , . DiSTQIgUT OLl `BOX � 7. WASHED _ L DIIJ W ZO OA CT STOVE i. t• r , o o : >� b d D WASHED r : , P CAST CO TE STOWI- QE ►JCGZE . a o n o a o 0 0 0 0 , SEPTIC TAr Ik. �. 2,0 00 CAA L L O N a � t.� n c� r,.� t� � �. Yy BOT OM EL =- .65 (W 20 LOADI H(T) _� _-6 3 � 0 3 LEACHIIJ PIT P 0 �' IL �. Y SEPTIC SYSTEM Q N z0 LOADIW I ROLIuDV�IAT - IJONE ERV �� � �Q 0� ED IJOT TO SCALE ;11,D.TU•STED 1�I C•�N f�a RbU N D k.L,b,Tp 12. • -. LLVEL.-COMPUTATIOIL RZV. N.5 } T t7 E T �0 L E SYSTEM C POu `TS ES 1 1, ALL SEPTICDM EIJ COIJST 'UCTI0�1 SHALL CO Y .T ,P FlA L MPI. V 0 E _ I T 1 .0 T V ,L � WITH THE fZEG?U QEt�IEIJ S OF 310 M� 5 0 WE STATE Eu IZOtJMElJTAL. C1 u1 50.3 ACCESS M.H.M.N, Q ,.; TI TLE, LE 5 - ,... : COD I . ; M MT E PA E E I 51.Iq I h OF A6PN THEM ACCESS M.N. Z � t•� r�awN DA � D IM B P SHALL A � I T 2 ALL Pi S A E W T T I . . ,. 2 � vtW Sn itr. PEQCOLATIOIJ TEST Q SULTS � P�12C TE 3 PO L S DI SA P�r THE PITS HALL �E E I 0 U I I IJ 3. S T V uT LATED TWA U N THE. B LD SEWS uj 2 MIN.CIF J TO WASHED Q Z � �. FIVE �P.��ti 5A>�!D IUtTH s `. PE�coL.ATiC�i�1 TEST AWD DEEP bBS�Qf��tTloia . � - , - �TA12T• t 1.12,AM - ,. E M i_ I2AVF_L. 'RACE > A11d A1J XTEZ�IAL VEUT. 50 � , STOWE ALL AQOUNQ TEST HOLE PEOF012MED OW SEPT MB C E E12AK 5 5 �7. I II A ( 2 , 987 BY LEKAWDEQ B. TAIC MAS OF b fJ O O O O O ❑ 4 A E ASSOCIATES, II,•IC. AI,ID W,,1 rw SSED F)J • I1.10 AM BY IJIQ. C�EIZALD DU1JulU OF THE , TC)WIJ 1ZY 25 AL ) , C $ o 0 o a o a o ❑ n 3 - � OF bAiZUSTABLE HEALTH DE.PT. /4 12 APPLICATIOJ 660 9 WASHED a o c� o c� c3 o a WASHED . GiC�NT t324x.ti,.f FtA,1f�, E(ICUL•ATIDI�I ro STow E. STQUE . o n d ,=, n 1= o D F012 coMPUTATIC�iJ o>✓ ADJUSTED NI H TF.ZMit�fltJCN SA�n TRA E5 F n �T 11 IRAVE(...,TRat.E: Stc.T. 120UIJDWATE CE.VEL SEE ATTACHME.UT � 12, =1 C7 O C / rr n i z a /. _ A, SHEET 1 C)1= 1 13 ❑ p #an r� o = p i • BOT. � .4'�3 _ s �� � � .� D E.S I C�N ID A T A �P�R.COL,A�10 iJ 12AT E. 2 M t t�l i f�.!c N : �i.79 z. / 15 µ GIt --. STQUCTU 4 ISLAMP FILLIIJ STATIOu SUA K SHOP(WO lu b 1(0.0 Q C SW (u CTA�BAC-�E C-�Q �) ELEV. .�od I 011tAT Vl tl3LE T iCo DIA. : ESTIMATED DAILY SEWA E. FLOW 310 CMI 15.00-TIT F. , U ( R L 5� APPQOVED. 300 L DAY I SLAUD Y. 4 ISLAMD-S IZ00 PD LEA CHI A I IJ C H NCB � 5 SEPTIC TAW 310 CM 15. 0--TIT , ( Q 0 T 5) TOWW OF ;BAI2USTABL� BaAl2D OF HEALTH �.. (1200 CrPD)% 1,5)=180n AL, LIQUID CAPACITY ,4 DETAI � WOT T USE 2,000 CrAL, TAHV_ h SCALE . ACWIW 10 M LE G A2EAS (3 C Q S 00 TITLE 5)• - T T o _ . APPLICA iOIJ QATE BO T M I OQ AL. SQ.FT. �T S?0N E rE Sy NKO 1!f SIDEWALL 2.50 GA SQ.FT. bl 1 . M0 MorirNt�p•Rst'biRq t)Irlsiw+ -U.S. irr roll s p• arf~t Mtorkst 90ps on � , 5 , PQOVIDED BOTTOM AQEA 2�5 SQ. FT, (2trO C•rAL, Forrfcx Yirgrnfb 22037 SIDEWALL AREA A06 SQ.FT, (102 GAL.) , H'OF DE Ai �. S +[� E TOTAL SYSTEM CAPACITY= t2 AL: DAY 643�PD LEACH PIT t . BAG � C / G ) o M - � w N 173�- QDUTE ?r � AnclNsoN �^ M CEI`ITEIZVI LLE, ^ILIA �i No 16243 DRAWING NUMBER REV• c•�� V' DRAWN frS/ CH E"EO ©N�l SCALE SKEET NUMBER DATE Z of Z Gale EngineeringCompany, Inc. GALEL ' I tr •t • P.O. Box 21 WS mouth, Massachusetts 02189 617 , 337-4263 - 8 School 3 • scow owa a'.wm RrrlsvM.a Job Na 5 K. K.T. A5T EWAa8 _h - A5 SHOWN � �o_5 .g�f .I 5F16xieT h . c aF b FINISH CrQAbE `- VEHT TO 200E 8 EXT12A HEAVY C.I. ,I 2(M IIJLET t0►JG BEIJQ C.L� C-I: TEE. a LIQUID LEVE1. - OUTLET TO MIN • DiZ'(WELl. 8„ 5' 'o S Elf T A HEAVY C•l. FIPE 8'POUfZED 1}J PLACE COWr.QETE; 6" SOLID` LIRQP�51 TCOMCaTE BLOCKS W FULL MOQ'TAQED JOINTS, DEWALK 51.90 T ACCESS MAMHOLES TO (4VD CAST lQOU VEUT HOVIZ. AM VEQT , STEQ D WSIDE . 1.5 OUTSIDE.•OQ QED BQICL MASN12Y-PLAS`I 2W 5L50 B 1ZIM=51.E-5 (ABOVE C-QOUI�D) ..� PAVEMEIJT ACCESS MA►JHOLE TO ON IMSIDE, POQTLA►JD CEMEUT MOUA12 211A=51.45 PQOP GQADE=51.4 (TI ADE.^-IZIM=51.30�1 COLIC• to LAIJDSCAE'E �SED SHALL COI.,ISIST OF I PAVT CEMELff,, 51.05 z . . Z PA�rsuD. C�MEUT B1?ick wouow CUQB i � AQEA Pc>QT IJD COIJC �.• � COI Z7E, OQ CIIJDEQ 5LOU- MASOUQY _ OUTLET PIPE SHALL BE LAID T . • -2'�MIIJ,OF I/e TO I�2 0 E MUST lJOT 8E USED LEVEL FOQ AT LEAST Z' (TYP) �t ^ I CU. T u T _� WASHED STOWE . o '� o UC12ETE COI�1STpUCTIOf`I SHALL BE IQ ACCOQD�IIJCE UIITH THE NIASSACI IUSETTS I 1 OF 4 PVC SCH 4.0 S-0.0 ZO ` 1.5 OF 4 PVC SCH 40 S= .0.0 t o :. (ALL A�OU1uD) Q VE1�1T � C ,� - ., i� � _ 4„PVC IIJV.=i�8.�5 FUEL. (TAS rr PLUMBI� COGS• 4 i I,IV•=49, GT 411JV.=y9:4 - _ _ SCNA O L I�KtT7F77 4aN IUV- J•Z!11 N VA IECJ � L� •.�• � 1 {O p f.• ,.Iuu= o u• PI� ,scH o AS®L1HE OIL SEP�1QAT0 Q 5=.005MI q60 •, o ca t� o o rJ ❑ o '' VEWT(BELOW DISTOBUTIOU BOX 3f4-1% L7 C7 O t0 O O Q 0 WASHED ' H-20 LOADIIJ 0 ❑ o o io 0 0 0' �'� STOIJ E �,�- I�,� `• : . . . : . . ' o n a >� r� a a o WASHED .. STONE ' - PQECAST COIJCQETE: f O D. O C, Q O O p 0 ' 2,000 CALLOW SEPTIC TAIJIC r. BOTTOM (H- 20 LOADI N ) _ (DIA - LEACHIIJCT PIT AIL SE. PT I G S YST E M PtZ � H-zo LOAOIIJ� C o QOI�uDwAT Q- Id ONW , 096F.12-vED w IJ O-T TO ,SCALE, T 0305TED NIC•4u G20UMD V ATE Z LEVEL. CAMI�t,IT:4TIC)" F.L;EV= T E5 1. ALL SEPTIC SYSTEM COMPOQF-QTS COWSNUCTIN SMALL COMR�Y t ';EST HOLE#1 :• WITH THE QEQU12EMEWTS OF 310 M Q 15.00 - THE STATE NVIQOJMEIJ'Tt�l EL.E.V=52.0 ACC ESS M.H. 1 M 21 M 50.3 PAVEMEWT _ CODF. TITLL, 5, t , „ oF A5I'NALT rNEr� ;r ACCESS M.H. 2. 121 M- 51.I O 1 DARK BrzUurNrE t�D Z ALL PIPIWEr SHALL BE WATEQTIC�THT 2 G12AvF_L460ME Sit•- . PEIZCOLATIOIJ TEST QESULTS N 3 M �.t2G. TEST !� C�j-- 3. THE DISPOSAL PITS SHALL BE VEUTILATED THQOLICTH THE BUIL.DIIJ SEWEQ FIDE I3QoVuti SA.IJD WITH Z kiIN.OF l$ TO.Z WAS. � PEI2COL.ATl01.J 'TE,ST AIJD DEEP OBSEQVATiON STA.FLT: 11:12,AM � > AMD A1,! EYTECHAL VENT. 5oM>~ c��AAVEI✓, •rRAc!✓ STOWE ALL AIFOUQO TEST HOLE PF-12FO12MED OW SEPTEMBEQ 51 t,T. • 2f, 1987 BY •ALEtIAUDECZ B. TQ�IICIMAS OFCzI � v o c 0 cm a n a -ALE ASSOCIATES, IWC.� AILID WITWESSED FIND: II:16 AM 7 BY "12. aEQALD DUWWIUGI. OF THE TOWIa (p12`(-25GIAL o 0 0 © o CO 0 ❑ 0 OF BAfZUSTABLE. HEALTH DEPT. 8 (APPLiCAT10U #b o69 g WASHED a � CM o � a o o WASHED • I7CQCOL.I�TI DIJ I:►GNT P�t2AwN t=tit.lE 10 STOIJ E•. 57NE. Mlu NIGH SAklp TRAM-E� 4F n n o o QATE 2 / V 51 LT n c� d ca EO COMPUTATIC 1 OF ADUUSTED 'HI H 11 6 EL,TIZXE QOUiJDWATEI2 LEVEL SEE AT7ACNMEUT a c n d za n o M ti /� � ,. A SHEET 1 OFJ 3 n n n cn r� n c� n - - I B0T-�•0.49 _ . 14 DESIGN DATA PEIZ L. TI01J 'RA'CE= 2 MIM IMCH 8 s .� �t•179 2. t GO A 8 _o µ_0 15 1 -0 a I ,O„ STQUCTUQE • 4 15LA�ID FI LL i IJCt STATIOW SIJACK SHOP(WO CTAQBAGE GQ1uDE2) may, , .0 l+`� o wAT vl I$t l T c .( DIA.) ESTIMATED DAILY SEWAGE. FLOW(310 CMQ 15,00-TITLE 5 APP24VED: (300 C�•AL/DAY/1 SLAUD) x(4• ISLAUDS)= 1200 GPD LEACHIIJ BASI �J SEPTIC TAWK.(310 CMQ 15.00-TITLE 5): TOWM OF BAQUSTABLE. �- BOAfZD OF HEALTH DETAIL (1200 C•rPD)x(I,5)= 1800 AL. LIQUID CAPACITY_ USE : 2,000 GAL,_TAIJK. , i -NOT TO SCALE - LEACHI W(; AREAS (310 CM Q 15.00-TITLE 5) APPLICATIOU QATE: BOTTOM- 1.00 CTAL;/SQ FT. SIDEWALL-2.50 GAL/SQ. FT. Na 5,o N s ar NKo �f Mobil ®11 S. . Morl�sttr+p•Rst�nlrq Olddan -U.S marketing Oporalons Doportownt PQOVIDED BOTTOM AQEA 2�5 SQ. FT, {2CO5 C�AL:.� Feirfax,Y(rpada 2203T, SIDEWALL AQEA :408 SQ:F.T. (1021 GAL.) N ,1 OF DETAILS TOTAL SYSTEM CAPACITY= I256(IAL. DAY (643GPD LEACHIIJC PIT) E ID G 1734- I-OUT E: 28 aE ATK NSa>N ^N' n Qs No 162t3 CEIJTEC2V1 LLE i MA 'plc• ��• - DRAWING NUMOER : -... REV. n C/ � DRAWN �f s�ONAI CN e"Eo. iP.A6E SNEET NUMBER - DATE Z OF:'Z Gale Engineering �mpany, Inc. GA LJ 1 7- 8 School `Street • P.O. Box 21 Wa mouth, Massach,�,s+itts i52 8 617 -33 4253 M _ 8cslsr t� Dnw+t;. �ara� .Mob Na. • As SlaowlJ K,E•. >LT, AST TWA �.o�� . . S�t .1 L r r Fs LAKE o WEgUA- Lij Ld �i DUET Cn OD J r Q= O 04 GREAT Q MARSH a L UQ VD WY SIT 2�� 28 E ° co sip, E t{ o RT U o ROAD Ot-� i �..r RR v 0 Ll m 1 14 � CENTERVILLL EDWAQD T WATSON O N ` V o aA m LOCUS MAP NOT To NEW COW( IZETAININCT WALIr ( I FT. 12LVEAL AT TOP) SCALE WITH 3 F-- HICTH CHAIN! LIWK FENCE-- ( a o w � 5 O„ ��,^ �„ 5 O O o 1161°39 2n• E 9 , 5 5 �� °° ►J 81°39 ZD E �8.23 — - —_ ---- - — q P n aRET. WALL 6� _ h �\ _.� — - LAUpSCAPED MEIN �' O / cn LOUJ , ooW TO WO y' � _ F r TQA-,N ",.o o �. o ® P26P DIST. BOY - 0 w zFle w I sv P�OrOSED pi a o` �` 1 _ STOQ. _-- _ 2AnnP ti �� w o 0 0 0 cp EIJC� . FINISH. FLOOIZ EL: 52.00 �. -9 O a 5Lt18 �Z 70 IO�n COAL. >70Uf 1 E '� h m MEN I r 'Ci P Z ' ~QW, = o� - __ WALL PI�EfZCrLASS - �' di oQ Oz STOQAfxE F` of z N ~ —�w r52-.OD — 5� IC Exca AT D �' 9 $ Z w o a z AS 1 POS D , _ _ Flo' o" I TP- i lo' h 9 ��, TQ �NQ0 WASTE PRO E 10 v is 1 PQOP SEPTIC - 9 e si x Z i TAIJ IL S2p (- o�o w I �1 �+ 5 E IZ V I C E. ES OOM SAL I? M BITUMINOUS CONCeETE I �oOWTWII� IYT o -o � U � � � F o � � Z � Z __ �►- o c�, i� i aLi p �I o : > � � i s CP� `� AQEA LICTHT/SIC�.I G o M'CL >_ w V �I J ~ PA E M ENT - '� STATION t ( \ SEPTIC VEti1T �� a�:' � 'o =w : i Al '35 �� �w znw�~� 'i;, o IUV.C�FDU=tIS.zO O , li w^ oa' w►- a ui P E w W 'tZoPOSED G.B. SEE DE AIL) - - - - I S=� ram, a o �o �- �'X — _ PIT 1 e �o z -- t- � 17 OF HCI � .020 1 ACHI \\ � - z � TANK VEIJTS —o u1 i 2�jQ,�;' �1M 50.�U �- -L ---COWIZET $IPEWALK- ,�' PoOPOS�D ` �, C� o osa - o ,i Lu m IIJV (03 cn \s I - _ = z ' t , f a•- go �G e � k1 ALL,PI �P � Q Q� 1 ►-�- c� 3 a�n p I �-" 61 2-0 \ �0 / - - - _ a9 _�5L. TA; ,. w o V j - ------ - o - ___r.- - P20PACCESS M,H, �Q1�11=�I,�I� FU bl 1`1IC° ;� so � - w � � �A�L►��- ,4•�l P o�L. A2ATplz(�PfrTtU L--` \ � ,,,�� P I POOP ACCESS W.H fZ M-5 85 _ W �AsoLIuEaL sEPAQaTo� of Q , B' IIJIJ,(IIJ - 47.55 S,p p�,l-,���,f , �. Z, of oO�O `�,�?r ; �` G�� / Exl yr I Nc; �Ar� F a O CD57W Q B IWv.(OUT�=47,Zr O h ; 5E2 ICE 0 �,E (SEE DETAIL) P20P LEACH i�IC� PIT . J A 17EA(TYP) I PLACED A!J✓ `-_ / 'HE- CVDP05EP a. o P20PACCESS M.H, �121U=51, 10 � �, / ' \ �\ / =O+uSr2UGT►OI 1 XNWE..L. --SEE, DETAI L)LLJ 00 (L _ Vl � 1 Yl i r Ln r3'1HV.(4u)- 47.12- \ OP P, M U TI- G �U SPEW SE SUpi�OQT /. � �� \ /! , (M Pp) TTP �' \� f 6 l d�Ll y ^y JZJ Q o f I 0 1I ')IFCOR AC,LE� M.H 2IM:50.0 • PROP, C.�• ` y I I ! --- 5 . 7 '�t � I '� � I I ° '� x' �'aQ�Ol,1 Al E 3 O I t✓SEPARA7oR) � 1=Z1 M = 4 y.5U ;� F � �i � ,� '� ; h `�� h h B" Iuv �IILI)- �6.z5 1 = o� , < . . h/ � \ � L^ / SEE L'ETL1.I L) � • �' ' (GHEE DETo.tt`) o Y - -- - Q -� P20 ',�SED` `�-�, � �_°i � r6-Z L. DOUBLE II,-(� 21'-4' 0, Zl 4 4,u„ �1zI _ A, -44u 11'-C � 8 0.0/FS :z� re v a ,. . - ` s- o.ono i P WAL1 F►BEL94 ASS 4ASOLINE � � MOBIL CANOPY LECTEIJD � ,1 STOI ACTE TAIUC. O \ �. 1 Q3� O.. o 0�0 o 0 AREA CAWOPY COHC. .,MAT Z -------- ---------- -- - --- - - EXIST. LEACHI NCI C. D. TO 2EMAJN P�F'ACGFGf� M.N. �l M= � � \ / h � �+� + D OUT PVYV_f�u - SEE DETAIL ) - -- \ o° i ( , t IZ COMBINATION AND BE CLEANED 8 1►�v : � Sti -- -4- — 5- 0 I C 1 PQICE SICr1.1 00 0 0 T S• EA �I ✓J ��'I' '� 1.�� 10 1 -PQOh 4,00 W TWI u FI XTUQ� r � o I. Ef(ISTIIJCT TOPQaPHIC IIJF02MATION TAKEN AQEA UI�NT W'SI o v --- --— FeOM SITE PLAN—STATE HICTHWAY OLD STATTE / L= i97.00' =02`z1-3► = A O ' I"ZOAD,MITEI2VILLE, MA DATED FEB 12, 1985 ) BY 3,-50 rG < <�.. EX,I�TI It..ICfi Q 4785.s� "'" rn c HAYWAQD BOYTOIJ WILLIAIv�S IIJC. IQO SCHOOL 3 -_ I`AUDSCAPED AQEA 5100"IG - O Cw� - So.00 BG - P2��'. LOW LEVEL O STREET, BIZOCKTON, MA. 50 4 C 0 \, TO �E IzCCOti1�T_OJ(_TE IP AQEA L1CrHT o) ° cNv j SEE tvDTE 2 ) +, 2. ALL WORK PROPOSED WITHIU THE STATE HIGH- --- ti�� "�o�C�ET� �u � ,�� I P fo WAY LAYOUT IS SUBJECT TO STATE D.P.W. APP120VAL. ! \ ----__-- _ ____ _-_-_---_-_-- ! ____.___-_ '� O c0 3. THE EX ISTI NCT SEP"f IG SYSTEM SHALL BE QE- eXI�TI IJC1 DQIVEVUAY TO 13E 2EL XJI�T, 'LI-TEI7 0 ' MOVED AMD 2EDLAr-ED SUBJECT TO �OAI2D EXI�JTIf1G1 DRIVE,W',AY TO $E RF,GpNSTRUCTEp ' O i6 �; o OF HEALTH APPI20VAL. ---- i k . � ,0 q l T Iz DE L MAl T 1 MED � EX � I Nr� G A � k11 L 6E N A ,4LOIlIC� THE LI MITE o IzEGOIST12UGTIOIJ . w > w 5. ,41,1. UTILITY I.DCATIUN�, SIZES AND APPUPTEI�IAlUCES ,�,(�E 5 T A T E H I Gr H W AY (PU&LIG 80.00'W DE,) (Z O U T E. 26 « 5 t3JF_.T TO THE APPROVAL, A►ND/OR. PZEVIS10ti1 OF THE �5PEGTI VE UTILITY PAV I WC4 TU2IS12ICrI0kl . m m z (V z ? ~ O 2 ¢ V ,O ������ � J.N, 4045 A - 12000 GAL. cLOJ cr 6' REINFORCED CONCR TE z Z 'TANKSLAB , 1 LA- 37'-5V4' O.A.L. z I L . I Z i-- � 0- 2 :x LIqUID TIGHT CWERS 0 0 Li < ME ul 26'-5V4' 0 uj z v) cr 0 cr 0 0 u a PAINTING NOTES u m: -j - I z 0 YARD PAYING z a- PRODUCT IDENTIFICATION COLOR CODE UNDERGROUND TA ... .... cr NK FILL LAJ MANHOLE COVERS AND CONCRETE SLAB WITH 18' DIA. z B PAINTED CIRCLE AS FOLLOWS- COLOR 01 z z COLOR #2 A L A= TY cr Z REGULAR - CENTURY RED 0 ANNULAR SPACE 0 X Rl�ARY VENT VENT IA- PEA GRAV _ OC34 Kx xx UNLEADED - V2 CENTURY RED & CENTURY BLUE z DIESEL FOREST GREEN & WHITE BACKFILL COM LETE a- >- uj 0 LAJ SUPER UNLEADED - �� WHITE & CENTURY BLUE :X.0 V) >< Ln uj w w VAPOR RECOVERY - ORANGE n u- z co ATTACH PRODUCT IDENTIFICATION 2' MIN Z 0 0 Cl- uj -.e w D 701 TAG AROUND FILL PIPE WITH 6' OPW 107 NAME PLATE HOLDERS 4f- " I , I z Q� 13'-9 (FURNISHED & INSTALLED BY, Q� CONTRACTOR) Lli >- CO z 23'-7%, PAINT COVER 0 Of cz) & 2' RING BEYOND a_ LAJ 10000 GAL. COVER af S2 8000 GAL. :r O :r 7- u 3c < Ln .3 l'-I I V4' 0.A.L. 26'-5V4' O.A.L. '4T Y7 TANK HOLE BOTTOM 20' lyt, 8'-2 '-2 ul co TYPIG4L TANK LAYOUT Doa Kx tn-1 0 c� SCALE- 1'-0@ 0 0 a) co F)"79%, 4' GALV. PIPE 4' FILL ADAPTOR z ANDRFWS 400-54AG LEAK DETECTOR 15 75Y5* W/ 400-FFC-AL CAP OR EMCO-WHEATON TURBINE PUMP A97-004 CAP 21GALV. LONG NIPPLE 2' 250* GALV. UNION 36* DLA. FILL-SPILL FILL 2' GALV. 90* CLBOW CONTAINMENT BOX 10010 GAL. GAL. ll'-7��' O.A.L. 61-9 '/4 81 G CY16 12' x 12" SqUARE COVERS TROCK . VAPOR RETURN uj: co'' 4' RISER W/ RIPE CAP 0; FOR FUTURE GAUGING t C3 SYSTEM <T, S: 0 w 1'-2 GALV. NIPPLE Z y w U Uj uj 10'-4X6'L_ 30' SUaMERGED PUMP GALv. 90* ELBOW ML <r 24" DIA. 12' 0 u 0 MANHOLE MANHOLE� GALV. NIPPLE 4' x 41 VAPOR RETURN TURBINE PUMP & DETAIL ADAPTOR (DRYBREAK) GALV. 90' ELBOW SWING JOINT CONNECTION EM,CO-WHEATON A76 -003 NO SCALE W/ A99-001 CAP 6' NPT MONITOR/VENT (2' NPT & PLUG ON PRIMARY TANK) T 1�'DIA. N.P.T. FIBERGLASS N�'�D I M ENS I n,N-,S- T 9-1 HOLDDOWN STRA SCALE: EXPLOSION PROOF P LOCATIONS (OPTIONAL) t Lo GAUGE PLATES UNDER ALL MANWAYS JUNCTION BOX z JFIBERGLASS PRODUCT x -t SEE DWG. 6 FOR LEAK ALERT SYSTEM 0 LINE TO DISPENSER TURBINE PUMP W/ Z LEAK DETECTOR Li 0 cr m mv 00 113 REBARS 18' O.C. z BOTH WAYS. SUPPORT 3t ON 3'DOBIES 3 /4' CONDUIT Ld z 4' DIA. GALV.--�-- SEE SWING, JOINT DETAIL RISER PIPES 3/,' CONDUIT M cc THIS DWG-, cn 2' GALV.-RISER PIPE- FOR 0 2'-0' EXPLOSION PROOF JUNCTION BOX FOR .4 36' DIA. )AP :,,------'LEAK ALERT SENSOR z CONNECTION TO FIBERGLASS 1 REFER TO YARD TANK & P E A G R A V E L GE LINER I f PIPING PLAN FUTURE TANK GAU FIB 2 ERGLASS PRODUCT NOTEs LINE FILL,VAPOR & GAUGE RISERS 2' FIBERGLASS—, I I I: 1 — 2' FIBERGLASS VAPOR VENT RISER L ARE SHOWN ROTATED 30' RETURN LINE TO 2' ANNULAR SPACE VENT COUNTER CLOCKWISE FOR SLOPE/4" DISPENSERS SLOPE MANIFOLD WITH OTHER TANK�, CLARITY. SEE PLAN VIEW FROM-RISER FOR CORRECT ORIENTATION 1',-0' FROM DISPENSERS 6' x 2"GALV. BUSHING 2' GALV. PLUG 6 P L r UG c E +) - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L -- - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - -Z � , - - - - - - - - -- - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Fc� -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11 i - -;-�l I�'- . . L - - i - - - j 11 - I, - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - 7 . . . . . . . . . .. - - - - - - - - - - - - - - - - - --- - - - - - -I- - - - - - - - - - - - - - - - - @ - - - - -- - - - - -Z - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - --- - - - - - - - --- - -- - - - - - - - - - - - - - - - - 2'-0' r T z -T -1 2'-0' C M FLOAT VALVE EXTRACTOR 0 C ASSEMBLY :EMCO-WHEATON cf) L DROPTUB E.......... SETBALL FLOATS AT A79-005 EMCO-WffEATON�, ll 00 (u SAME LEVEL A-20-004 CD c 4' DIA. x 12 ro c V, C CD 0 0 1 11 v C�6 C C) 0 FLOAT VALVE EXTRACTOR ASSEMBLY EMCO-WHEATON CD 0 0 0 A79-001 (D 0 0 0 0 0 0 C 0 0 ��O L x 00 c) 0 0 0 C:) c 10L C) 00 0 0 0 0 0 0000 , 0 0 000 0 0 (:) 0 - - - - - - - 0 z z - - - - - - 0 cD - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - 0 0 0 - - - - - - - - Co. 0 0 - - - - - - - - - - r\ A\, . . . . . . . . . . . . . . . . . . . ... . . . 0 - - - - - - - - - - - - - - - - - 0 0 0 SET JANK LEVEL 1 0 0 0 0 C) Lij 000 . 0 0 0so(' CD 0 00 (D cx 0 Q) 0 0 C) 0 E I D 0 0 0 0 0 0 PEA GRAVEL PLATES AT BOTTOM 0 C) 0 C) C) 0 00 (D 0 1 . I OF TANK BELOW ALL TANK 0 3 0 0 A 0 :RAYMOND 0 :0 OPENINGS (BY TANK MANUFACTURER) QUINN CC 0 00 0 06 0(::) 00 0(: SANITARY Z 0 cr No.32861 co u) C) (D 'NT ANNU '�'Hr' 11/16 GALE ENGINEERING COMPANY, INC., JN 4048 DESIGN FILE NAME:605Br6AOl.ClGN;l w O Z W� { 6' TANK SLAB z - ; a.� TURBINE PUMP o o w Q TURBINE: PUMP � Z � a o 0 VAPOR W/LEAK DETECTOR w � d n RETURN a: C) o I = J � w � Z ► ► , z � a. , z to J ► UJ c�.Q Z DISPENSER . �- o = w - 4' GALV. RISER 2' FIBERGLASS PRODUCT PIPE c c `` ,_ o 4' EXTRACTOR o = o Q z FITTING zow � � � — / 2' FIBERGLASS VENT PIPE 42' X 42' X 30' DEEP _j cn r o DISPENSER `� FIBERGLASS BOX SECTION � o � � w SLAND ' Q � XV) \ 22' DIA MANWAY AND COVER o cr I \ \ - - - - - - - - - - - - - - - - - - 0Xw � a INISH GRADE DOUBLE WALL FIBERGLASS c� r w a w I I l I I I I I I I Zw � p � STORAGE TANK c o _ w 42' X 42' X 30' DEEP z m BOX SECTION AT i _ � a w s c --j TURBINE PUMP r o = z = - (WHEN THIS SECTION IS a�n USED. OMIT 36' DIA FIBERGLASS BOX SECTION =1111= '; MIL_ Till FIBERGLASS RISER) � . NUTS & WASHERS PIPE TRENCH 22' MANWAY LID COMPRESSION RING o MONITORING. WELL � . \ CAULKING u INSTALL WHERE SH&WN ON vaRD TANK/ 22' MANWAY GASKETS I PIPING PLAN �� m T Y/ FILL TROUGH MANWAY ATTACHMENT RING BACKFILL TRENCH W/PEA GRAVEL i ' i 22 MANWAY W/PEA GRAVEL i I` -TANK a a �- FIBERGLASS - RIG {; q I TROUGH SECTION SECTION NGLE SECTION A - A AL CONNECTION AT TANK MANWAY z LO TYPICAL o - 30' X 20' DEEP ' � � . . TROUGH SECTION CNI •208-8 MW ISLAND 13' DIA MONITORING DISPENSER FINISH GRADE BOX " 4' DIA LOCKING CAP DISPENSER o SECTION 2 _ / \ 6' CONC SLAB - -- DISPENSER Y w l ISLAND J I I I -_ 7- Z . �; of CL 4' PVC TE MALE o S : j ✓ ADAPTER ; ---- ----j �- -�- --T--------� / I I SAND OR I i � ark w. Y— / I I I 4' PVC RISER (PIPE :_.�� SEA GRAVEL Q u i ( T - / l LOWER PORTI7N SLOTTED I� o TEE SEC ;O - - I j III 17TPERGLASS TRENI.H SEC'ICNS THROUGH S :JN - - ------- -! "I :E^^ENTEC TOGETHER WITH (i II II 6 M T L M — ----- - RESIN ;PE TRJ�FuM - - BARRIER _ I _ a �E . RFSISrA�;'' SUPPLIED t` z T BACKFILL �IROUGH --, -- I I l BY MANUr CAI`�' BACKF LL_ RENCH PREP SECTION W/ = ._ BACKFILL \ ----- SEA ORAVEL� W .-. W/PEA GRAVEL W/PEA GRAVEL - - FIBER' LASS FIBERGLASS TROUGH --- I - ® — Z Z DISPENSER SEC ® 1- - PRODUCT $ VAPOR -- SECTION — Q �p LINES Q CD > Lo TYPICAL INSTALLATION MODULAR o SECTION B B CC FIBERGLASS SECONDARY CONTAINMENT KIT o w zuco AVAILABLE FROM: K & A ENTERPRISES 0 Z) W 88 GLADYS AVE. MOUNTAIN VIEW. CA. 94043 U O TEL. (415) 969 0107 W O _MONITOR WELL DETAIL SCALE: 1' - 1'-0' CL I I MULTI--MODULd --- ---� SINGLE PRODUCT OISPE^ SER 'S E DUAL DISPENSER TANK PIPING DWG.) (SEE TANK PIPING OWGJ DISPENSER �- ISLAND / / / ✓ I 4 FINIS! GRADE— - I 4 4 0 - 0 I � I CONTAINMENT ', �-J C lT . �., _ I I I T ° i McNI�oRINc j o li I I I STATION , 2' MIN CONC COVER — - - - - - - - - 0 m TROUGH SECTIONt- - I - - - - - - - - o c I I I � ; IIII � � =1!!I -=1111= I . O IIII I11= I L —L — - -- --_ — _—_=_-- �_- - -.- - - - - — - - - - - - BUJ 6 MIL MOISTURE - - I L - - - -- - - -- - - - - - - - - - - - - - - - - - - O ,�o BARRIER L - = - - - - - - -- - w C OF N Poo 00 --- ------ - —_--�+ - Gt= 06 Q p FIBERGLASS MODuu AR FIBERGLASS ✓ --- - PRODUCT LINES TROUGH SECTION T SECOWE)ARY CONTAINMENT KIT �__ q C C)- BACKFILL rn W/PEA GRAVEL TROUGH SECTION VAPOR LINES i BACKFILL F',,AVATION g C C x W/PEA GRAVEL i O SECTION C C PLAN AT DISPENSER ISLAND - w A.RAYMOND OUINN ' � sue: SANK',`-`RiY e W H 6y pp��,,�fm3/,` 9f' k m , tD LAJ cc Z +� LD Q = I � N GALE ENGINEERING COMPANY, INC., JN 4048 DESIGN FILE NAME:6.0586AO3.DGN:1 00 J GENERAL SITE NOTES: EROSION AND SEDIMENT CONTROL NOTE LEGEND F rrhh w a� 1. APPLICANT: ALLIANCE ENERGY N.A.CIO BOHLER ENGINEERING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING,MAINTAINING AND REMOVING ANY AND ALL EROSION CONTROL N V o >o 352 TURNPIKE ROAD z w MEASURES AND SEDIMENT CONTROL DEVICES NECESSARY TO PREVENT SOIL EROSION AND/OR SEDIMENT FROM BEING a=J SOUTHBOROUGH,MA 01772 TRANSPORTED OFF-SITE,INTO ANY DRAINAGE SYSTEMS,VEGETATED OR WETLAND/RESOURCE AREAS,AND/OR EXISTING CONTOUR 165 - - - - Z o S z W aJ LL 2. LOT SHOWN AS ASSESSOR'S MAP LOT 132,MAP 189 ON THE TOWN OF BARNSTABLE,BARNSTABLE COUNTY, ROADWAYS.DEVICES MAY INCLUDE,BUT ARE NOT LIMITED TO,STRAW BALE AND/OR SILT FENCE SILTATION BARRIERS, r- u Z L 5 a S MASSACHUSETTS(AREA=25,991 SF OR 0.60t ACRES). SILT-SACKS(WITHIN CATCH BASINS),DIVERSION DIKES,STABILIZED CONSTRUCTION ENTRANCES,AND ANY TEMPORARY PROPOSED CONTOUR 1165 H Z IX O , 3. PROPERTY LINE AND SITE INFORMATION TAKEN FROM A PLAN ENTITLED:'BOUNDARY&TOPOGRAPHIC SURVEY' SEEDING,MULCH,&`SLOPE STABILIZATION METHODS AS NEEDED. PREPARED BY CONTROL PONT ASSOCIATES,INC.,WARREN,NJ,SCALE:1"=29,DATED 06/21/11. PROPERTY LINE - - C 2 N W 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS DEMOLITION NOTES WATER LINE w w w F L g ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE u- CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS,RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES,IT GAS LINE G G w O p a IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE DESIGN ENGINEER PRIOR TO THE START OF CONSTRUCTION. 1. BREAK UP CONCRETE SLABS-ON-GRADE,UNLESS OTHERWISE DIRECTED BY THE OWNER.CONDUCT ALL DEMOLITION UNDERGROUND ELECTRIC&TELEPHONE - UGE&T 5. ALL WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE AND THE COMMONWEALTH OF MASSACHUSETTS AND EXCAVATION OPERATIONS IN A MANNER THAT WILL PREVENT PERSONAL INJURY,DAMAGE TO STRUCTURES, a * a SANITARY SEWER PIPE w O 0 am Z Y ig CONSTRUCTION STANDARDS AS APPLICABLE. ADJACENT BUILDINGS AND ALL PERSONS. 2. CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO INSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, STORM SEWER PIPE m ui Z Q Y w 6. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WALKS AND OTHER ADJACENT FACILITIES.DO NOT CLOSE OR OBSTRUCT STREETS,WALKS,OR OTHER OCCUPIED go 5��96� �w WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT ND ANY CONSTRUCTION AC OR IN THE FIELD ALL UTILITY FACILITIES WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. SEWER MANHOLE ® 0 0 o¢ III g m - SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN THE FIELD PRIOR TO PROVIDE ALTERNATIVE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY APPLICABLE DT #3 F� ♦♦♦ • THE COMMENCEMENT OF CONSTRUCTION.ALL UTILITY LOCATIONS ARE APPROXIMATE.IT IS THE RESPONSIBILITY OF GOVERNMENTAL REGULATIONS TO ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE CONTRACTOR TO LOCATE CONDUITS,UNDERGROUND PIPING,ETC.PRIOR TO COMMENCEMENT OF EXCAVATION DEEP OBSERVATION HOLE OF ANY TYPE THE UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME. IS 7, ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. 3. USE WATERING,TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS,AS NECESSARY TO LIMIT THE AMOUNT PT #g P, H ILL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR.CLEAN ADJACENT STRUCTURE AND IMPROVEMENTS OF ALL PERCOLATION TEST HOLE C 8. iS SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY'DIGSAFE'(1-888.3447233)72 HOURS PRIOR TO ANY w tt�� o 0 EXCAVATION ON THIS SITE.CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER DEPARTMENTS TO MARK OUT THEIR DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS.RETURN ALL ADJACENT AREAS TO THE CONDITIONS ¢ EXISTING POWER POLE H UTILITIES. EXISTING PRIOR TO THE START OF WORK. W W a 4 Rw 9. CONTRACTOR SHALL NOTIFY LOCAL BOARD OF HEALTH&BUILDING DEPARTMENTAND OBTAIN PROPER TRADE 4. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE DEMOLITION OF STRUCTURES AND BORING w W 9 PERMITS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY TH.`BOARD OF HEALTH AND BUILDING FOUNDATIONS WITH SOIL MATERIALS CONSISTING OF STONE,GRAVEL AND SAND,FREE FROM DEBRIS, TRASH, O U DEPARTMENT 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. FROZEN MATERIALS,ROOTS AND OTHER ORGANIC MATTER.STONES USED WILL NOT BE LARGER THAN 6 INCHES IN HYDRANT 04 t 10.THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION OR SITE DIMENSION.MATERIAL FROM DEMOLITION MAY NOT BE USED AS FILL.PRIOR TO PLACEMENT OF FILL MATERIALS, H Wj W CLEARING. UNDERTAKE ALL NECESSARY ACTION IN ORDER TO INSURE THAT AREAS To BE FILLED ARE FREE OF STANDING UTILITY VALVE �4 U WATER,FROZEN MATERIAL,TRASH,DEBRIS.PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6CID 11.ALL WORK SHALL BE PERFORMED IN ACCORDANCE `.ESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS OH 2~ U ✓ INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95%OPTIMUM DENSITY,GRADE SURFACE TO OVERHEAD WIRES O C m a AND STANDARDS OF THE LOCAL GOVERNING AUTI .+i1. MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. UTILITY POLE �" L) p�. C 815 12.SOLID WASTE TO BE DISPOSED OF BY CONTR";. N ACCORDANCE WITH ALL LOCAL,STATE AND FEDERAL 5. REMOVE FROM THE DESIGNATED SITE,AT THE EARLIEST POSSIBLE TIME,ALL DEBRIS,RUBBISH, SALVAGEABLE ITEMS, °8 � � REGULATIONS. HAZARDOUS AND COMBUSTIBLE SERVICES.REMOVED MATERIALS MAY NOT BE STORED, SOLD OR BURNED ON THE PROP.2,000 GAL 13.ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE"ENGINEER OF SITE.REMOVAL OF HAZARDOUS AND COMBUSTIBLE MATERIALS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE TWO-COMPARTMENT SEPTIC TANK U W RECORD"IS STRICTLY PROHIBITED. PROCEDURES AS AUTHORIZED BY THE FIRE DEPARTMENT OR OTHER APPROPRIATE REGULATORY AGENCIES AND WITH ZABEL FILTER AND ALARM 14.ALL FEATURES NOT LABELED AS'PROPOSED"OR'TO BE REMOVED'SHALL BE CONSIDERED TO BE'EXISTING TO DEPARTMENTS. RIMS=50.5t REMAIN'. INV.IN=47.55 15.ALL PAVEMENT AND CURBING WITHIN LIMIT OF WORK SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH REVISIONS �+ ,��++ �T� INV.OUT=47.30 ALL APPLICABLE LOCAL,STATE AND FEDERAL REQUIREMENTS. OPERATION AND MAINTENANCE SCHEDULE LE GC TO CONNECT TO EXISTING PROP.UNDERGROUND '�, PROP.RELOCATED GAS CONSTRUCTION SEWER LINE JUST PRIOR TO THE ELECTRICAL CONDUIT AND SERVICE. GC TO COORDINATE REV DATE COMMENT BY CONSTRUCTION NOTES 1. THE SEPTIC TANK AND ZABEL FILTER SHALL BE INSPECTED ONCE EVERY SIX MONTHS AND PUMPED ONCE EVERY EXISTING SEPTIC TANK VIA A SERVICE FOR FILTER ALARM SAME WITH GAS COMPANY YEAR BY A LICENSED SEPTAGE HAULER TRAINED IN THE PROPER INSTALLATION AND MAINTENANCE OF THE ZABEL FERNCO COUPLING CONNECTION 1. CONSTRUCT SEWAGE SYSTEM AS DESIGNED IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE,TITLE 5 AND FILTER AS SPECIFIED BY THE MANUFACTURER.WHEN THE SEPTIC TANK IS PUMPED,THE CONDITION OF THE TANK AND 1 THE RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH. (INV=47.83) MAP 189 FILTER SHALL BE NOTED ON A SYSTEM PUMPING FORM APPROVED BY THE DEPARTMENT AND THE RESULTS SHALL BE LOT 135 PROP.DISTRIBUTION BOX WITH s` 2. THE SEPTIC TANK SHALL BE PROVIDED WITH PROPER INLET AND OUTLET TEES. THE INLET TEE SHALL EXTEND A SUBMITTED TO THE LOCAL BOARD OF HEALTH. MAP 189 2 LOT 36 N/F LANDS OF FRAME AND COVER TO GRADE MINIMUM OF 10 INCHES BELOW THE OUTLET FLOW LINE. THE OUTLET TEE SHALL CONSIST OF A ZABEL FILTER MODEL ti\ 2. DRAIN LINE CLEANING/GREASE REMOVAL ADDITIVES SHALL NOT BE USED WITHOUT PRIOR CONSENT OF THE DESIGN N F LANDS 0 F 3 J 0 H N P. C U R LEY RIM=50.4t �; PROP.CONCRETE A1000R03'PROVEDEQUAL. / BK. 19672, PG. 330 INV.IN.=47.22 CURB TO MATCH 3 3. PROPOSED GRADING SHALL NOT CREATE ADDITIONAL FLOW ONTO THE STREET OR ABUTTING PROPERTIES. ENGINEER,LOCAL BOARD OF HEALTH AGENT OR THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AS THOSE JAS EN M UTO & O B K. 2634, PG. 126 INV.OUT=47.05 EXISTING 4. COh TRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION. PRODUCTS MAY BE HARMFUL TO THE SEPTIC SYSTEM. ELI ZABETH BOARDMAN, p - , 5. IT iS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE LOCAL BOARD OF HEALTH AND THE DESIGN BK. 22949, PG. 288 i LO 0 (1283 OLD STAGE ROAD) ; .______- N89'S 53"E -APPROXIMATE q ----:---T-_ LOCATION OF 3. GARBAGE GRINDERS ARE NOT ALLOWED. 1758 fALMOUTH ROAD d° -------- ' % _NGINEER IN ORDER TO CONDUCT THE FOLLOWING INSPECTIONS: (!Y J _ g P I .Op EXISTING WATER A.EXCAVATION PRIOR TO SYSTEM INSTALLATION. FLOW d COMPUTATIONS Z z �� _. __ -, _ SERVICE. ` 5 4 B.SYSTEM COMPONENTS-INCLUDING INVERT ELEVATIONS PRIOR TO BACKFILLING. C.FINAL SITE GRADING. •-~ " 6. ALL PIPING SHALL BE SCH.40 PVC UNLESS OTHERWISE NOTED. 1.BUILDING USE: RETAIL AND GASOLINE ►d$1 39 20 E 'r \` •- T ' * do G �` 6 7. BENCHMARK TO BE TRANSFERRED TO WITHIN 75'OF THE PROPOSED SEPTIC SYSTEM PRIOR TO CONSTRUCTION. 2.DESIGN PARAMETERS: 1,860 S.F.RETAIL PLUS 4 PUMPS , T- - =--- --- 68,23 , EDGE OF STONE(TYP.) n y 7 8. ALL EXISTING SYSTEM COMPONENTS AND SURROUNDING SOILS TO BE REMOVED AND DISPOSED OF IN ACCORDANCE 3.DESIGN FLOW. 50 GPD PER 1,000 S.F.RETAIL AND 75 GPD PER PUMP ` ' 1.39'20 E __ r.2 , _ _ (40'X 201) 0 �. WITH ALL LOCAL,STATE AND FEDERAL ORDINANCE,CODES RULES AND REGULATIONS AND LAWS. 4.TOTAL DAILY FLOW: 1.860 S.F.RETAIL X 50 GPD PER 1_000 S.F.PLUS 4 PUMPS X 75 GPD PER PUMP=393 GPD IRON BA `" 10.5' • $ NHOLE FRAME AND GZ o �t` G.C.TO PROVIDE TRAFFIC CONTROL g 9. REMOVED STRUCTURES AND SOILS TO BE EXCAVATED AND REPLACED WITH SOIL IN ACCORDANCE WITH 310 CMR TOTAL DESIGN FLOW REQUIRED-393 GPD FOUND , _ �• MH o. `\ (10'MIN.) s COVER TO FINISH AND SIGNAGE FOR CLOSED ACCESS 15.2W3)AND 15.26N5). TOTAL DESIGN FLOW PROVIDED=592 GPD =37,7 -�- `` r ' `. GRADE ABOVE GALLEY `+ AND MANEUVERING DURING 10.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES AND NOTIFY SUCH UTILITIES AND n �' _ - - " 8LF OF r G �, G SYSTEM(IYP.OF 4) 9p �� CONSTRUCTION 9 DIGSAFE(1-888-DIG-SAFE)THAT HE IS MAKING AN ENTRY IN ACCORDANCE WITH MGL CHAPTER 370,ACTS OF 1963. 5.GARBAGE GRINDER: NO , , F.F•E,=51 ,0 5 4 SCH-40 PVC; '��' �Nl 11.REMOVE UNSUITABLE MATERIAL(TOP&SUB SOIL),IF ENCOUNTERED,5'BEYOND LIMITS OF SA.S.AND REPLACE WITH 6.MINIMUM SEPTIC TANK O_ S=0.01 r LIMIT OF EXCAVATION l,�p�` J SAND MEETING TITLE 5 REQUIREMENTS. 1ST COMPARTMENT=2 X 592 GPD=1,184 GAL COMPARTMENT=1 X 592 GPD=592 GAL M iG•C.TO RESTORE ALL PAVED AND oIt- 2ND 12°LOCATION AND DEPTH OF UNDERGROUND UTILITIES IS APPROXIMATE ONLY,AND IS NOT WARRANTED TO BE CORRECT. APPROX, LOC OF G4SOLINE STRIPED AREAS TO ORIGINAL ;.?-^ :, .--*-• ��� `ti.\ UNDERGROUND UTILITIES ARE SHOWN BASED ON RECORD DATA PROVIDED BY THE OPERATING AUTHORITIES,AND -USE 2,000 GAL.TWO COMPARTMENT SEPTIC TANK \ �- &0/1 SEPARATOR CONDITION(TYP.) 1 0 4. : O \\ HAVE BEEN FIELD INSPECTED WHERE POSSIBLE.ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT INDICATED ON ) \ (NOT FIELD VERIFIED D J' 25 6' . (10III ) . , • c \ �c <y THESE PLANS ALL EXISTING UTILITIES SHALL BE VERIFIED FOR SERVICE SIZE INVERT ELEVATION LOCATIONS ETC. ) 25 7' a' `• '' "} #z i ' 9 PRIOR TO NEW CONNECTIONS TO OR RELOCATION OF SAME,CONTRACTOR MUST NOTIFY DIG SAFE AT 1�88-344-7233 SEPTIC TANK CAPACITY MAP ' F -``�F- -. -- - ra ' r'+ � i�� � � � �j P M,t .fiX v r AT LEAST 72 HOURS PRIOR TO ANY CONSTRUCTION.NOTIFY THIS FIRM IN WRITING OF ANY AND ALL DISCREPANCIES 189 -- -- -" :+. t a .•..• ''. ' ( APPROx; LOG OF U.6, WATERS qtt eesosEy o 1STCOMPARTMENT=200%DESIGN FLOW LOT 36 \ - ,+ � ' ". / LINE NOT FIELD PRIOR TO COMMENCING ANY WORK ' •. b. :*; •+. ( \ THE FOLLOWING STATES REQUIRE NOTIFICATION BY 2ND COMPARTMENT=100%DSIGNFLOW N/F LANDS OF r / PROP.RELOCATED "''' '' z. +. '• ••.•+. •.• •• .e • VE"R1F/£D) ('TYAJ 13.CONTRACTOR TO ASSURE POSITIVE DRAINAGE AWAY FROM LEACHING BED. / j �t..,.:• :,, _-...�;• • _ s J / \\ EXCAVATORS,DESIGNERS,OR ANY PERSON TANK SHALL BE WATER TIGHT AND RATED FOR H2O LOADING JASEN M UTO & �� ® ELECTRICAL SERVICE PENDING MAP 1 89 l - �. 14.ANY EXISTING UTILITIES DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AND/OR RELOCATED IN KIND . 40.0' DT 1 PT 1 '` PREPARING TO DISTURB THE EARTH'S SURFACE ELIZABETH BOARDMAN, ; '°�• - `. ANYWHERE IN THE STATE. AND/OR IN COMPLIANCE WITH STATE AND LOCAL REQUIREMENTS.RELOCATION AND REPLACEMENT SHALL BE IN y _ FIELD VERIFICATION BY GC. + LOT. 13 2 _ _ CONFORMANCE WITH ANY AND ALL SATE AND LOCAL REGULATIONS. UTILITY AS-BUILT PLANS SHALL BE PROVIDED BY SOIL APSO PTION SYSTEM BK. 22949, PG. 288 } - ' i9iS�, ROP.LEACHING FACILITY CONSISTING JF 4'X �\ (MA,ME,NH,RI,VT 24455)aa-7233) go �I€ MIN � N/F LANDS 0 F � � s. (CT 1-8°0-922 4455) THE CONTRACTOR. (11758 FALMOUTH ROAD) y - __ f ' \ 4 X 3 CONCRETE GALLEYS(24 TOTAL)WITH 4' \ ( ) ` CL-BBAt•�M>DNTELZ�GROUP CORP. �.. ` \, NY 1-800-962-7962 15.EXISTING LEACHING PITS OR DISTRIBUTION BOXES SHALL BEPUMPED,CRUSHED,AND REMOVED AND INSPECTED BY 1.PERCOLATION RATE: 2 MIN/IN ' �� / BK. 24869, PG. 77 ' ` IN STONE (LAID F SURROUNDING THE ENTIRE SYSTEM ` INV.=46.80(LAID FLAT) THE BOARD OF HEALTH IN ACCORDANCE WITH ANY AND ALL STATE,LOCAL AND/OR FEDERAL RULES,REGULATIONS, 2.SOIL CLASS: 1 �- ` 2 (#1734'FALMOUTH ROAD) BOT.GALLEY=44.80 LAWS AND/OR CODES.ANY MATERIAL CONTAMINATED WITH SEWAGE WILL NEED TO BE REMOVED IN THE AREA OF THE 3.LONG TERM ACCEPTANCE RATE(LTAR): 0.74 GPD/S.F. w.__r,- _ .._ - - I �`_', ISSUED FOR NEW FOUNDATION AND EXCAVATION OF THE NEW LEACHING AREA INSPECTED BY THE BOARD OF HEALTH.AREAS OF 4.TOTAL AREA REQUIRED:(303 GPD/.74) 631.1 S.F. i i `` - RON BA OP GALLEY=47.80 _� �_ _ _ _ REMOVED SOIL IN THE VICINITY OF THE STRUCTURES AND PAVED AREAS WILL NEED TO BE REPLACED WITH SUITABLE 5.LEACHING SYSTEM USED: GALLEY SYSTEM �� _ - FOU ' ' S88°Og_42"E i 33,p 7' ` ; PERMIT SOIL AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNlCAL ENGINEER. ALL EXISTING LEACHING AREAS SHALL 6.TOTAL AREA PROPOSED , 16. 20'x40'=800 S.F. PROPOSED , , \,. BE PUMPED DRY PRIOR TO REMOVING DISPOSING TO A TITLE 5 APPROVED LOCATION. 7,TOTAL ALLOWABLE FLOW�)ESIGN FLOW PROVIDED): 592 GPD` LOW/SAWCUT ( ROPOSED �\ LOW/SAWCUT � � PROJECT No.: W101078.01 LINE(TYP.) ( ;;;, 3RAWN BY: CFDLGJS 16.EXISTING TANKS AND STRUCTURES SHALL BE PUMPED DRY AND THE BOTTOM DRILLED. TANKS SHALL BE FILLED WITH - -1� REFER TO TANK REPLACEMENT p LINE(TYP.) CLEAN SAND, CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE HEALTH AGENT FOR INSPECTION OF THE DESIGN CRITERIA RIA - 1 � PLANS BY BOHLER ENGINEERING � � n� >" CHECKED BY: RMM ABANDONMENT PROCESS. FOR WORK WITHIN THIS AREA. EXISTING- DATE: 10/18/2011 rH t 17.CONTRACTOR TO VERIFY ELEVATIONS IN THE FIELD PROPOSED INVERTS MAY NEED ADJUSTMENT BASED ON THIS THE LEACHING SYSTEM SHOWN ON THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH THE MASSACHUSETTS STATE ^.�'1 n ' I "` ,DR SWELL (TYp,) -� f� �' SCALE: AS NOTED VERIFICATION.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ADJUSTMENTS ARE REQUIRED. ' _ - _ _ _ --- / CAD LD.: W 101078.01 septic0 ENVIRONMENTAL CODE. 18°ALL EXISTING PIPE&TANKS IN CONFLICT WITH THE PROPOSED WORK SHALL EITHER BE ABANDONED OR REMOVED -310 CMR 15.00-TITLE 5 k616LOCAL BOARD OF HEALTH RULES AND REGULATIONS WITH EXCEPTIONS,IF ANY,APPROVED -- --~ EXiSTINa�CAT" AND DISPOSED AS REQUIRED FOR CONSTRUCTION. BY THE PERMIT GRANTING AUTHORITY. �` ' 19.DISTURBED PERVIOUS AREAS SHALL BE LOAMED AND SEEDED. . �s BASIN(TYP.) -- 2 PROJECT: 20.FILTER ALARMS MAY BE CONNECTED TO ANY AVAILABLE CIRCUIT WITH SUFFICIENT CAPACITY AND A CONTROL PANEL �+ T O --- ---- - l \�� _/ ��� SHALL BE INSTALLED IN A SUITABLE LOCATION WITHIN THE BUILDING. SCHEDULE OF ELEVATIONS ATION5 Z ,� __, __.._.__,_. _ '1- , r 21.ELECTRICAL SUPPLY AND CONTROL CIRCUITS SHALL BE DESIGNED TO ALLOW DISCONNECTION AT SEPARATE " r -- - - f'fr(. ; ff� '�, R-35.00� ������" ����� PEDESTAL MOUNTED WATERTIGHT JUNCTION BOXES LOCATED NEAR THE TANKS. SUPPLY AND CONTROL WIRING PROPOSED AS-BUILT TEMPORARY BENCHMARK - -�' TOP OF IRON SPIKE ,r'� ,� � L=72.02 SHALL BE PLACED IN SEPARATE CONDUIT. FINISHED FLOOR ELEVATION 51.05 ' ELEV. 49.78 NAVDB$ ' A=117 53 54 FOR 22.ALL INLET AND OUTLET PIPING CONNECTIONS SHALL BE MADE WATERTIGHT.THE SEPTIC TANK SHALL BE INVERT AT FOUNDATION UNKNOWN `r , , /'' ° �. r WATERPROOF AND WATERTIGHT AND SHALL NOT BE LOCATED BELOW THE WATER TABLE WITHOUT EXTENSIVE SEPTIC TANK-INLET 47.55 �_ f C H B=N 2 6'35'2 2"E IRON BAR r- ROI BAR FO TESTING TO PROVE THE.INTEGRITY OF THE TANK AND DESIGN AGAINST UPLIFT. SEPTIC TANK-OUTLET 47.30 � I-��; ��� �� �� _____ "�-~ - _ _ - CH D-59.9 7' DISTRIBUTION BOX-INLET 47.22 FOUND T_. DISTRIBUTION BOX-OUTLET 47.05 - - - - G J ter T, _- - I _ __ - �( �( }� PIPE INVERT-BEGINNING OF SAS 46.80 C� C �l � "~ - �� _- f .._. ALLIANCE PIPE INVERT-END OF SAS 46.80 5 ^.T - - -T __t - -- 0 - BOTTOMGALLEY 44.80 OH-- "-O Oy- - OH OH ENERGY➢ ��� TOP OF GALLEY 47.80 SEASONAL HIGH GROUNDWATER 39.80 fir_ ' _ R=4785.56 Two WAY L_197.00' LOCATION OF SITE TRAFFIC oy, A-2 21 31 �? LOT 132, MAP 189 CHB=S84 21 34 W1734 90 60 CHD=196.99' 2g VILLAGE OFI ENT ROUTH OVILDLE, MINIMUM OFFSETS(FT.)' FALMOUTH � A D TOWN OF BARNSTABLE BASELINE LEACHING 357+00 356+00 R=4745.56' 355+00 S86°3042 W BARNSTABLE COUNTY ' SITE FEATURE SEPTIC TANK FACILITY `- 354+00 WATER SUPPLY LINE 10 10 (A.K.A. MASSACHUSETTS STATE HIGHWAY ROUTE 28) P.C. STA. �- 4 MASSACHUSETTS PRIVATE WATER SUPPLY WELL 50 100 (PUBLIC 80 WIDE) 354+21.15 PROPERTY LINE 10 10 SLAB FOUNDATION 10 10 (JANUARY 13, 1931 STATE HIGHWAY LAYOUT #2748 & BOHLER LEACHING CATCH BASIN ORDRYWELL 10 25 FEBRUARY 25, 1958 STATE HIGHWAY ALTERATION LAYOUT #4648) ENGINEERING SUBSURFACE DRAIN 5 10 NOTE: BORDERING VEGETATED WETLAND,SALT MARSH,COASTAL BANK 50 100 - -�----'��y- `' � -= _ = =_====' -- = == -- == - ----=-� - 352 TURNPIKE ROAD ~= SOUTHBOROUGH, MA 01772 ~� Phone: (508)480-9900 -PROPOSED LOCATION OF UNDERGROUND Fax: (Sos)480-9080 ELECTRIC CONDUIT AND ALARM PANEL FOR FILTER ALARMS TO BE COORDINATED WITH + www.BohlerEngineering.com *� µ OWNER AND STORE MANAGER. GC TO \ COORDINATE ELECTRICAL REQUIREMENTS/ S°�� ` ° � ADEQUACY OF CIRCUITS AND CONNECTION 0 HSEY NOTE: LOCATIONS FOR ALARMS. • I:` GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF Px` s >� � ER ETTS LIC 642q ADEQUATELY SHEETING SHORING BRACING ETC. ALL :NE VJ a * 93°a EXCAVATIONS TO PROTECT THE EXISTING IMPROVEMENTS NE o.7110 23 CONNECTI NSE No,23882 NOTE' SURROUNDING THE PROPOSED SYSTEM. RHODEISLAND LICENSE No:T990 ALL EXISTING SEPTIC SYSTEM COMPONENTS TO BE REMOVED AND/OR SHEET TITLE: ABANDONED IN ACCORDANCE WITH ALL LOCAL STATE AND FEDERAL REGULATIONS. ������� ��� NOTE: SEPTIC GENERAL CONTRACTOR TO RESTORE ALL SITE FEATURES SYSTEM[ PLAN NOTE: INCLUDING ANY CURBS, LANDSCAPE TIMBERS, ASPHALT SHEET NUMBER: ALL MANHOLE FRAMES AND COVERS RAISED TO PAVEMENT, CONCRETE MATS, ETC.TO ORIGINAL CONDITION AND 20 10 5 0 20 FINISH GRADE SHALL BE SEALED TO PREVENT TO REPAIR/REPLACE SAME AS NEEDED. PAVEMENT AND 3 THE ENTRANCE OF SURFACE WATER INTRUSION. CONCRETE MAT THICKNESS TO MEET OWNER'S SPECIFICATIONS. 1'= 2Y OF 4 i REV 0- 10/19/2011 a I 4 J , LL ''kk a �.�k V ------------- N OE �y b lL`' 0 uj-w no, 51 LL a. ..: .,:.., ', yr � '):::<o" +. �:.:.. "�. � -�; � <�°3•s. � :.v:' ::`:4c.. 1'•Y k. 0arns k 4 x4 x3'CONCRETE GALLEY • E >i \ ;:^ H ::+> 30'FRAME 8 COVER TO GRADE �.�?. a .s' »:» , � " r > ' ai' ':> PROPOSED 4 PIPE, > E SHEA CONCRETE 4 SCH-40 PERFORATED pq O �.`� COVER TO INDICATE SEPTIC TANK (USE a H o PROPOSED 4"PIPE LL ", ' LOW PROFILE GALLEY PVC PIPE LL Q R a INV,IN-47.55 p 1 1/2"DOUBLE 0 �•} INV.OUT-47.30 < i ...:.:.... ( ) INV.-46.80 } WASHED STONE MODEL#LE-EGLPH OR � W O � �i i z SURROUNDING APPROVED EQUAL) � ♦ -�i o= , �2 GALL FINISH GRADE is GALLEYS 0 aO s�' W vk�•.L»�v,::::4..` .. ,..,'�4>.. ..,T. ..aa ::. :.. ... � :, ; f.,. .::....�:Y.. �.n,. `.4::,y�.,.. .. ::�' .. •k:. .. .... ._, :;.v,'k,.�k:.ro,.z•r..;.>.�rrs»'\.�:+`..:k�.a4.>,,+:......�;,:�,...;,.�:rt�n�:..�.,,:,.:.r,..,...,.::\\...:..,:.'.,�.:....`,..x:::......,.:,�..,,......,,.,,...,...,�. ',���,::.,.v..:,,.\,:,:�.�.)�'x...:..,..,.,.....,..°ti•.t:,;,;.. ..:iaS:`4:;.., h:,;. \+b,...-a:>.�^`�-;....-.. ..,���,r ,.t^,<.,;..>:.. ..�.`..#,^.....t.tiy �'''"''r,\':,:»,<�,).'.;'::\,r.�.::: �i�,;.N.>:?)..'r�.+:.,..,,;.,:.,k.,.„...:. .:: ,;,.,.:.:..:�:,>:.>.:� >.::...:...:i.$.:.;....:..t. :...,:;., L-.:. �' ..'�.'�. ..�••. v:.,.� �,, I _III I-III-III- I I-III =ICI--ICI--ICI--ICI -ICI �--I I- I I---III----III---III_--III---III_---I.I I_�-I I-_-Z-.a, �� �I I--�I I--III--JI 1--III--ll I --III-_I Z .�x�' .w •�o zQ I TOP GALLEY 6 m ELEV. CO COm -�} �GAS BAFFLE TO BE o 0 0 um� i INSTALLED ON OUTLET z INSTA 0 0 0 0 ° 0 0 0 a (fK, 11 o 0 0 0 0 0 0 0 z TEE > o � o o 0 o a ,> � z o 0 0 0 0 0 0 0 � O as � aa W I a o 0 0 0 o , + 'tl. k :. , R 5 0 q•��, ui o 0 r� , r., ..:..+r.: :..,:.vt, ..: .: ,..f �r:".' :':>,\ <` >•: a . ...,�,. :.,, ... ':':. - . . G'J O O O O O O O V m ZABEL FILTER MODEL A 4"WALLS o 0 0 0 ° W 0 0 0 =o z X 18VC WITH SMART ALARM o 0 0 0 0 0 o W �,/ 0 oa � O b. o a C� O aaao ao � o a o ka ^ y ,. oo O O O O BOTTOM GAL LEY OO O 4TYP. ELEV.-44.80 D+ Rj o W ,..v .. .. h.. f:t \ : m z r: m U 6 MIN.CRUSHED STONE BASE SLOTTED PVC SUPPORT PIPE A c\... O *. U EN - MOUNTED TO TANK WALL WITH COMPARTMENT-2 T 2 OUN a3 0 COMPARTMENT-1 1 24 HR.STORAGE,667 GAL.MIN. STAINLESS STEEL STRAPS AND 5'(MIN.) � a( HR.STORAGE, ) ( )48 E 1333 GAL. HARDWARE IN 2 LOCATIONS 4 BAFFLE ELEV.-39.80 v C' ER DT#1, P 1, 3 s>�`'�'�k."::�. ..�•.. :x�< �. e:\v,,.: .ma's, rti: 0.J� VISIONC t > i r:a PROPOSED 2 001" AL TWO COMPARTMENT ��1.�PARTMENT:.. PRECAST RE ATE COMMENT BY : .. ,:: is ' :.:• :.„` :� r t� A� .�+r;,'.,�>x;.:>: � CONCRETE SEPTIC TANK DETAIL H20 SATED Y k ,yy r , 4, (USEE.F.FSHEA PRODUCTS INC.ITEMN0.T -2CRAPPROVED E UAL) LEACH FIELD CROSS-SECTION DETAIL 3 NOTE: NOT TO SCALE USGS MAP 4 1. ALL TANKS,FRAMES,RISERS,ETC.,SHALL BE RATED HS-20 LOADING. SCALE: 1 "=1000' S PLAN REFERENCE: MASSACHUSETTS USGS MAP j 6 .. _� 7 8 r'- -r. _.r ___ t- r DEEP HOLE LOGS s PROP.2,000 GAL--� z � � d 1,2 TWO-COMPARTMENT SEPTIC TANK wv WITH ZABEL FILTER AND ALARM �, - - ----�__._ . _____ ____-___ DATE: 07/11111 RIMS=50.5tt PERFORMED BY: RANDY M.MIRON,APPROVED SOIL EVALUATOR#SE2772 INV.IN=47.55 PROP,DISTRIBUTION BOX WITH t WITNESSED BY: DONALD DESMARAIS,R.S. I INV.OUT=47.30 10.5 • FRAME AND COVER TO GRADE (10'MIN.) : ► RIM=50.41 �N F HOLE FRAME AND INV.IN.=47.22 EDGE OF t, DEPTH ELEV. DEPTH ELEV. °A GC TO CONNECT TO EXISTING INV.OUT=47.05 v COVER TO FINISH " DT#2 49.6 °9<<tletaaw STONE p DT#1 49.8 0 SEWER LINE JUST PRIOR TO THE r � G G G G (TYP,) GRADE ABOVE GALLEY - - - - 1'-5" ( EXISTING SEPTIC TANK VIA A `� ENTER.GALLEY SECTION(TYP.OF 8) (40'X 20') ( "` SYSTEM(TYP.OF 4) I THE FOLLOWING STATES REQUIRE NOTIFICATION BY �i FILL FILL, EXCAVATORS,DESIGNERS,OR ANY PERSON FERNCO COUPLING CONNECTION FG=50.0t ✓ , PREPARING TO DISTURB THE EARTH'S SURFACE (INV=47.83) 2'-4" 47.5 2'-0" 47.6 LIMIT 0 EXCAVATION M� Ab Ab 1)4"INLET (6)4"DIA OUTLET ANYWHERE IN THE STATE. "�� `�0 ( O PLASTIC PIPE SEAL (MA,ME,(CT 1 8100-228-484&�344-7233) l 9� 2'$' SANDY LOAM 47.1 2'-4" SANDY LOAM 47.3 0 (NY 1800-962a962) d 8LF OF - - 4"SCH-40 PVC; / 4 Bw Bw S=0.01 __ _ _ LOAMY SAND LOAMY SAND ISSUED FOR PROP.VENT PIPE ��j d � r -': " AND VENT WITH 4'-0" 45.8 T-6" 46.1 PLAN ViFiV N FG=50.4t CO.(TYP.) ' I ,, SCREEN AND 0 - o � �" PERMIT 13.0 CHARCOAL FILTER U 1 5�1 �� b' (IV MIN.) �, ; I� '• , ; :•• .. •• i � � PROJECT No.: W101078 01 � / • ; • D #2 % DRAWN BY: _ ` I•„•• C C SECTION VIEW CFD/GJS ( - • ••' •a• / SAND SAND CHECKED BY: RMM W - -- -- i • '" * p: TRIP lJ T�®N BOX DETAIL DATE: 10/18/2011 I SCALE: AS NOTED ------ I •; v �• DIS CAD I.D.: W101078.01septc0 39.8 10'-0" NOT TO SCALE 39.6 OUTLET MH � • . :•: .. \ - - - - PROJECT: PROP.LEACHING FACILITY CONSISTIN t " OF 4'X 4'X 3'CONCRETE GALLEYS(24 NO MOTTLING,OBSERVED OR -NO MOTTLING,OBSERVED OR TOTAL)WITH 4'OF STONE WEEPING WATER ENCOUNTERED WEEPING WATER ENCOUNTERED , NOTES. SEPTIC PLAN 40. DT 1 P T q I SURROUNDING THE ENTIRE SYSTEM 1.CONCRETE:4,000 PSI MINIMUM AFTER 28 DAYS. INV.=46.80(LAID FLAT) -PERC PERFORMED AT 48"; 2.D-BOX TO BE EQUIPPED WITH A RISER,FRAME AND COVER TO FINISH GRADE. BOT.GALLEY=44.80 ESHGW FOR FG=50.2t -� RATE=<2 mpi 3.D-BOX TO BE PLACED ON STABLE COMPACTED BASE PER TITLE V REQUIREMENTS TOP GALLEY=47.80 ` ELEV.-39.6 - .-------_ -- END GALLEY ESHGW --- SEE CROSS SECTION SECTION FG=49.75t - --- ELEV.-39.8 ALLIANCE ON THIS SHEET (n'P•OF 16) NOTE:G.C.TO CORE CONCRETE GALLEYS AS NEEDED TO w ENERGY p LLC ACCOMMODATE THE PROPOSED PIPING CONFIGURATION M _ i LEACH FIELD DETAIL (PLAN VI LOCATION OF SITE SCALE:1"=10' LOT 132, MAP 189 1734 FALMOUTH ROAD TES: 3" VILLAGE OF CENTERVILLE, N CONCRETE:4,000 PSI TOWN OF BARNSTABLE MINIMUM AFTER 28 DAYS.2. BARNSTABLE COUNTY DESIGNED FOR H-20 MASSACHUSETTS LOADING. 0 0 F=_1 0 (3)5"INLET oaoo BOHLER 1 0 0 ENGINEERING 352 TURNPIKE ROAD )SED PIPE INV.47.55 4' PVC VENT(MUSHROOM 4 PROPOSED 4"PVC z 30"HEAVY DUTY CAST IRON FRAME 8 COVER TO GRADE 24"FRAME HEAVY DUTY CAST IRON STYLE WITH CHARCOAL C� (� 0 °" ' -w FRAME&COVER TO GRADE PIPE INV=47.22 ) a � � � � SOUTHBOROUGH MA 01772 > (COVER TO INDICATE SEPTIC TANK)(TYP.OF 3) FILTER !� Phone: (508)480-9080 im PROPOSED 4"SCH-40 FINISHED 20"DIA 0 Fax: (508)480-9080 PIPE INV.47.30 GRADE CLEANOUT COVER C� www.BohlerEngineering.Com GRADE TO DRAIN-(2%MIN.) � � � ao ,`. .d �: `.': io 8 LF 4"SCH-40 PVC PIPE - " MIN.REQUIRED BREAKOUT ELEV:47.80 I 4'-0" I ( 4'-O so / $' BEY NOTE:ALL PIPING WITHIN LEACH FIELD TO BE COVER: DRAIN HOLES 6" 'TO 5")W TAPER 1 112"TAPER X4 • SCHEDULE 40 PERFORATED PVC UNLESS NOTED 3'MA VARIES IN sFr(n 000 �0,0 PLAN VIEW SIDE VIEW PROP.GAS BAFFLE LLLLL LLLLL LLLLL LLLLL LLLLL LLLLL LLLLL ZABEL FILTER MODEL A100 8 PROPOSED 4"PVC LLLLL LLLLL LLLLL LLLLL LLLLL LLLLL LLLLL 15'-0'MIN. Fp TO R X 18VC WITH SMART ALARM PIPE INV=47.05 5'TYP. LLLLL LLLLL LLLL'LLL LLLLL LLLLL LLLLL LLLLL 1 h; Z _`r _ 3 MAX /sp,Nc C ETTS L I $ 2 ER PROPOSED 4"PVC z ( ) R N , A WIRI315��o. 308 DISTRIBUTION (SLOPE VARIES) INV-06'� �4' A >t #r`' ; OB BOX VARIES , BOTTOM OF GALLEY �QF 0 v�► !� o.7110 60 SLOTTED PVC SUPPORT PIPE (USE SHEA CONCRETE PRODUCTS INC.ITEM NO. No.23862 �� 4'� O�/RFD F a RHODE ISLANDLLICENSE No:7990 MOUNTED TO TANK WALL WITH B-6DBH OR APPROVED EQUAL) _ STAINLESS STEEL STRAPS AND 0 F HARDWARE IN 2 LOCATIONS NOTE:ALL TANKS,FRAMES,RISERS,ETC.,SHALL BE REATED HS-20 LOADING. ELEV.=39.80 SHEET TITLE: (PER DT#1) APPROXIMATE PROPOSED NOTE: LIMIT OF T. SEPTIC PRECAST CONCRETE SEPTIC TANK EXCAVATION THE CONTRACTOR SHALL REMOVE 0 0 (2,000 gal.)(H20 RATED) ALL UNSUITABLE MATERIAL DOWN PROFILE TO THE(C)LAYER AND REPLACEFQI INC.ITEM NO. ALE WITH CLEAN GRANULAR SAND � � 0 0 SYSTEM (USE E.F.SHEA CONCRETE PRODUCTS, N NOT TO SC TK-20002C11 OR APPROVED EQUAL) MEETING SPECIFICATIONS OF 310 4'-0" DETAILS AILS CMR 15.255(3),(4),(5)AND(6). FRONT VIEW BACK VIEW SHEET NUMBER: 4 X 4 LOW PROFILE CONCRETE GALLEY DETAIL END 4 SECTION) OF 4 NOT TO SCALE REV 0- 10/19/2011