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0017 IYANNOUGH ROAD - HAZMAT
i 8r,*�.! _ 5 ur'�+ -.r.v � •t. � rr. tea. P '�, -t ti- ��. . , Off ` i .,+: •. i , i � �` i, ,� ,a xriay ' •i, 4.PS,� f '��^�+ � ,w.,t. ih .,�+4.:'�*,+.,,*'n'" 1" w°9•` � i`'"'"`. 8;, ,. .: r 3.. � 'w .r.,�, ��.}+nF .a r< ". ". .�� '� '� � a ` � '� ~t,a _ :? ,u4'��} •ti' r+`la,.. ��� N Sys Lk 62 f f f t� t S' .. -.a „a„ e p s• f. t- Ina d 1 rf �,:.: w:' of �4..,, " .✓ a :"�4.a# .a: 4 1 ) F 11•.r °k Ys 'r ,d k 1 ,! -:/ , .:...n:7t,+ 1n r : • :.- ., ,r M :�,r. � ~ry « It a, , `FWA •,' :.,. ' ,w t . 5.. .. x ,. .,,. , .r .a:.,::A r >R,m :. � ;..,v•0 #... ., p+ 4 ..NOW ,,;,*t+, :°. . ,,R r{� n, a+R ".•� ,r �... :. o ! .. ,1d' :. ,... ; y:..#, , + , .,, ".�,.: �, 1w••. ,;��E I',# .fR 4u r,. 'f ' GAP ,>~-w � ..,. .,. ., >ta „ RT" .+1P,. a .-�•.5 "$i'. :t 'ry ,w r, .. ,."l-.. e'1. rn x• ,s v;' 4 M, :a .c,' • ' ',. 5 6:P C i.... +c•„+�: ,... !" ,.,„w M f.Y.. -. at : .,, ..,,.,, 1 , r,. ."WIN. ,x.., t , -..,,: ..,.. .5 ' n. .�e v w� T i r. ... r:. ..,...,'.a,,. ,+ "t T �j0. 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'� n' �'r i n.';"„4. ''A, .,�... ...». ,-� e.....,-�' � t -. z, t'. ....,:,.. • ..�,f -lr,5 � a �+ r� ':i`>�vy. .#,';kit;,,. ...,.. .� - f.. ,.: ,: , ,.. .,:. ,,,, hi- ,., ..,.« ,. .. a ao �" i;-• T.r .i.£''. rOTC,. . TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM Mail To: 'NAME OF BUSINESS: Board of Health MAILING ADDRESS: - Town of Barnstable TELEPHONE NUMBER: P.O. Box 534 CONTACT PERSON: Hyannis, MA 02601 %�i � 2 � Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in qygMities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES V 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 characteristics and must be registered when stored i Please put a check beside each product that you store: Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners 1r Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste oils Road Salt (Halite) Gasoline, Jell Refrigerants #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) y Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners White Copy-Health Department/ Canary Copy-Business TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair. BQARD OF HEALTH O satisfactory 2.PrintersBody Shops O unsatisfactory- 4.Manufacturers COMPANY`/'/ l i z_gf4, (see"Orders") 5.Retail Stores l,7,7 1 &�� ,r 6.Fuel Suppliers ADDRESS C1855: / 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 Fuels: Gasoline,J � /� C 1 1 , #2 (B) .� Heavy Oils: waste motor oil (C) new motor oil (C) transmission/hydraulic - Synthetic Organics: degreasers Miscellaneous: IV t l/ L= DISPOSAURECLAMATION REMARKS: 1. Sanitary Sewage 2. Water Supply gTown Sewer OPublic c O On-site Private 3. Indoor Floor Drains YES NO or O Holding tank:MDC O Catch basin/Dry well & A �Zf'v O On-site system 4. Outdoor Surface drains:YES NO O ERS: O Holding tank: MDC O Catch basin/Dry well O On-site system s 5. Waste ransporter Name of Hauler Destination Waste Product YES NO 1. 2: 4f t f:6�ig_ p Person Os Interviewed Inspector Date TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM Mail To: NAME OF BUSINESS: 4 Board of Health MAILING ADDRESS: ��� `�� �'� y ge' Ours Town of Barnstable TELEPHONE NUMBER: /13 ' P.O. Box 534 CONTACT PERSON: Hyannis, MA 02601 Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in qua tities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES 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 characteristics and must be registered Please put a check beside each product that you store: ✓ Antifreeze gasoline asoline or coolants stems Drain cleaners ( systems) Automatic transmission fluid y' Toilet cleaners ✓ Engine and radiator flushes Cesspool cleaners 'l/ Hydraulic fluid (including brake fluid) Disinfectants V Motor oils/waste oils Road Salt (Halite) Gasoline, de�#treF- Refrigerants / Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, t/ Other petroleum products: grease, lubricants rodenticides) iLX 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 Household cleansers, oven cleaners White Copy-Health Department/ Canary Copy-Business rso ,.. �y.�ry � ., �' ,N,,.n.{7.,R 7iFti...,r•:.-,r.,r.va'�t^-..nr�....a �..,..wr.';-.n..s„r...r-^".,.r-'y.•r.r,+.-�.,.r+^w.s...�sv"".�.•^eKt..w,.��,.,T.v_•n TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM 0 Mail To: NAME OF BUSINESS: Board of Health MAILING ADDRESS: e""I. 4 Town of Barnstable r TELEPHONE NUMBER: "�.. `- ''a�" '" P.O. Box 534 r " CONTACT PERSON: Hyannis, MA 02601 r0 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 liquid volume or 25 pounds dry weight? YES 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 characteristics and must be registe red`wt en store qgp tit es totalling; ., a t-a�n�=0*=allon =1iqujd volume o=r:25 o nds dry weigh Please put a check beside each product that you store: V< gasoline r systems) Antifreeze (for gaso e o coolant y ) Drain cleaners Automatic transmission fluid v Toilet cleaners V� Engine and radiator flushes Cesspool cleaners tx,;.' ;• " '`� Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel- , Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, V 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 , v� 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 ,t ` Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) x - (including bleach) µ �' Other pro ductsnot.listed Which'you feel may Spot removers & cleaning fluids be,toxic or.hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar'removers Household cleansers, oveh cleaners,. .. White Copy-Health Department/ Canary Copy-Business t TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair Q satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY'77_Tr1YZ (see"Orders") 5.Retail Stores 9 ,,.� 6.Fuel Suppliers ADDRESS���A�'�� 6 7�/� Class: 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground IN OUT IN OUT IN OUT #&gallons Age Test cl.C4z 4 Fuels: Gasoline,Je Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) IV' new motor oil (C) �444 S-1N i xStty yvl'wd 22 fig transmission/hydraulic Synthetic Organics: 1,0w .S uy+r�flrrtvGG��t degreasers_ Miscellaneous: o . . DISPOSAVRECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply m4 fJ2r7 r zt� '� - .5` O Town Sewer Public O On-site OPrivate 3. Indoor Floor Drains YES V NO O Holding tank:MDC- . 'rd O Catch basin/Dry well tvfkS774 01 -',-,v 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 YES NO 2. Person (s) Interviewed Inspector Dfite '+�f�„` .iY�w�.I' �� _. .. :.;_.. ,�,c,Y�C�f�:,e�Aw^+�"�,;,o-... ,; -,,;,:�'*•.w-r'P1,.n--%+Rynr:�,;�;.,�,,:.e'�e•+�;:�!'�a.}-.,__+S.,ar.....;,, .�:..:.•-r'."=•s't,.�y,,,•..-�,.Y.�-`.t,�-.0 TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair 0_ satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops `" O unsatisfactory- 4.Manufacturers C6mPANY07f7-1X.v (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS ,0,_- XA1hQ# 0 Class: 7.Miscellaneous QUANTITIES AND STORAGE '(IN=indoors;OUT=outdoors) MAJOR MATERIALS C se lots Drums Above Tanks Underground Tanks, IN OUT JN OUT IN OUT #&gallons Age Test :Fuels: Gasoline,Jet �ueh(-A,) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers.fa •urs �, V Miscellaneous: P WAfh f M_ t DISPO.SAL/RECLAMATION. REMARKS: °1. Sanitary Sewage 2. Water Supply Zd TV-A , 'f 0V �� `/'"VA ( �� � ����•'''� � O Town Sewer �GPublic O.On-site OPrivate " 3. Indoor Floor Drains YES V NO O Holding tank:MDC--- 'r#V WdJ,-r w/v Q Catch basin/Dry well IvOi , 'h#1� -, 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 d Name of Hauler Destination Waste Product Licensed? YES NO 2. 40 Person(s) Interviewed Inspector Date TOWN OF BARNS` �.� +~ 2. Printers ` 1 satisfactory r ''3. Auto Cody Shops BOARD OF H EA L H t` 4. Manufacturers unsatisfactory-(see"Orders") So Retail Stores COMPANY � --�/ r� 6. Fuel Suppliers ADDRESS Class: 7. Miscellaneous QUAN 'ITIES AND STORAGE (IN=indoors; OUT=outdoor Case lots Drums AboveTanks Undetground Tanks MAJOR MATERIALS IN UT 0 I I x e�'C t Fuels: Gasoline. Jet Fuel (A) S Diesel. Kerosene, 02 (B) ". Heavy Oils: waste motor oil (C) new motor oil (C) _ ^ transmission/hydraulic Synthetic Organics: - �o degreasers Miscellaneous: LLL 5 A ` DISPOSAL RECLAI�J1'FION REMI.ltKS: 1. Sanitary Sewage 2. Water Supply OTown SewerPublic t On-site Q Private -3. I door Floor Drains: YES NO O Holding tank: MDC Catch basin/Dry well _�..�- .._. _--_--•• " -.... ._.. _ O On-site system • r 4. Outdoor Surface drains:YES NO UA^ 0 Holding, tank: MUC I j�J© OCatch basin/Dry well " ------ OOn-site system • S. Waste Transporter ~ : St u � ei Person(s) :Int.erviewe Inspector Date .1 t • TOWN Or' RARNSTARL� /COMPLIANCHt CLASS: 1. Marine,Gas Stat tons,REpair Q satisfactory 2. Printers 11M. R D OF HEALTH 3. Aputo Body Shops `^+ Q unsatisfactory- 4. Itanufacturers COMPANY �_ _1� -� (see"Orders") S. Retail Stores /nA' 6. Fuel Suppliers ADDRESS Classy 7. Miscellaneous QUANTITIES AND STORAGE (IN=indoors; OUl'=outdoor. ` Case -lots Drums AbaveTanks Undetgr.ohnd Tanks MAJOR MATERIALS-• )l QUT N. 8 Qgljons 9Y4- Chit Fuely:��''� .�� , • Gasoline. Je't Fuel (A) Diesel, Kerosene,, 12 (B) Ileavy,... O i 1 j p.�.-,�=-� waste motor ofil •) (C) ' new motor oil (C) transmission/hydraulic Synthetl.c Organics: degreasers Miscellaneous: J 1. ISPOSAL RECL MAT ON REMARKS: 1. Sanitary Sewage 2. Water Supply ff'' pp e4 IN ,: / � / n /.j�� ;� '�" O Town Sewer y� Public U l� M /_n C 1 � n 1�/,,� f)_ O on-site 0� Private ��� � (% /�� A nl r 3. Indoor Floor Drains: YES NO (�_�_ ��R_ JeA �_ai�C�� �o /���� l` Holding tank: MCI Y �� 4X v O Catch basin/Dry well ORDERS On-site systemr�1 '� '.�()Mp �� 4. Outdoor Surface drains:YES NO� n O HuldinL tank: MD O Catch basin/Dry well 0 On-site system S. Waste Transporter Licensed? , W l�a roduct 0 (ES _ L 1, u 2J 61Person(s) interviewed Inspector ` Date' OF THE Tp� * BARNSTABLE, i639* The Town of Barnstable `0� ,FDMA�a, Office of Town Manager 367 Main Street, Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4610 John C. Klimm, Town Manager Fax: 508-790-6226 Email: jobn.khmm@town.barnstable.ma.us MEMORANDUM TO: Tom Geller, Regulatory Services FR: John C. Klimm, Town Manager DT: March 22, 2004 RE: Class A-1 Response Action Outcome Statement Former Shell Service Station #137772 590 Iyannough Road Hyannis RTN 4-18156 For your information I am sending to you a packet from the Geologic Services Corporation on the above said matter. Thank you, JCK: smo Attachment r; Geologic oc Services Waybill#20864880256 Corporation March 15,2004 science,engineering&technology 40., Or EARNS1ABLE Massachusetts Department of Environmental Protection TOWN M G iN , i � r F F'i C Southeast Regional Office 20 Riverside Drive Lakeville,Massachuset`s 02346 V4 MAR 19 A10 '04 Re: Class A-1 Response Action Outcome Statement Former Shell Service Station#137772 590 Iyannough Road Hyannis,Massachusetts RTN 4-18156 To Whom It May Concern: On behalf of Motiva Enterprises LLC(Motiva),Geologic Services Corporation(GSC)has prepared the attached Class A-1 Response Action Outcome(RAO)Statement and associated Form BWSC-104 for the above referenced site. The attached documents have been prepared under the direction of Licensed Site Professional(LSP)Mr.Scott K. Parker(LSP#9969)of CSC. The Class A-1 RAO has been prepared to document response actions conducted to address soil conditions in the vicinity of the former hydraulic lifts at the subject site. Pursuant to 310 CMR 40.0446(3) a RAM Completion Report is not required for the activities described herein as this RAO has been submitted within 120 days of the Release Abatement Measure(RAM)Plan(January 15,2004). By copy of this letter,the Chief Municipal Officer and the Director of the Board of Health have been notified of these activities. Should you have any questions,please do not hesitate to contact Mr.David Weeks of Shell Oil Products U.S.(SOPUS) at(845)462-5225 or the undersigned at(978)568-8740. Sincerely, Geologic Services Corporation lake Thompson Scott K.Parker,L.S.P. Project Manager Senior Project Manager cc: Mr.David B.Weeks,SOPUS,PMB 301; 1830 South Road,Unit 24_Wappingers Falls,NY 12590 CMr.John K1imm,_Hyannis Town Administrator,367 Main Street,Hyannis,MA 02601 Mr.Thomas Mckean,Hyannis Board of Health,200 Main Street,Hyannis,MA 02601 Enclosures: Attachment A: Figures Figure 1 —Locus Plan Figure 2—Site Plan Figure 3—In-Situ Soil Sample Location Plan Attachment B: Table Table 1 —In-Situ Soil Sample Analytical Results—Polynuclear Aromatics and Extractable Petroleum Hydrocarbons Attachment C: Laboratory Analytical Results and Bill of Lading r Ref.#020811_Rpt_Class A-1 RAO 03-04 Providing Environmental Management Solutions to Business and Industry Since 1982 A 100% Employee-Owned ESOP Company 15 Bonazzoli Avenue• Hudson, MA 01749 • Tel: 978.568.8740 1 800.522.8740 • Fax: 978.568.9316 www.gsc-global.com i Massachusetts Department of Environmental Protection i Bureau of Waste Site Cleanup BWSC104 Release Tracking Number RESPONSE ACTION OUTCOME (RAO) STATEMENT ® _ 18156 s Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) s A. SITE LOCATION: 1. Site Name/Location Aid: Former Shell Service Station #137772 2. Street Address: 590 lyannough Road • 3. City/Town: Hyannis 4. ZIP Code: 02601 ❑ 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. ❑ a. Tier 1 A ❑ b. Tier 1 B ❑ c. Tier 1 C ❑ d. Tier 2 6.V 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; Q 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 Primary Tier Classified RTN do not need to be listed here. b. Provide additional Release Tracking Number(s)that are ❑ _ ❑ _ �� 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 Primary Tier Classified RTN do not need to be listed here. b. Provide additional Release Tracking Number(s)that are ❑ _ ❑ - �� 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. ❑ 5. Submit an optional Phase I Completion Statement supporting an RAO Statement ❑ 6. Submit a Periodic Review Opinion evaluating the status of a Temporary Solution for a Class C RAO Statement (Section E is optional) ❑ 7. Submit a Retraction of a previously submitted Response Action Outcome Statement(Sections D&E are not required) (All sections of this transmittal form must be filled out unless otherwise noted above) Revised:09/18/2002 Page 1 of 7 BWSC1040902001 I I r Massachusetts Department of Environmental Protection gWSC104 s Bureau of Waste Site Cleanup �. Release Tracking Number RESPONSE ACTION OUTCOME (RAO) STATEMENT ® _ 18156 Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) C. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts) 1. Assessment and/or Monitoring Only ❑ 2. Temporary Covers or Caps 3. Deployment of Absorbent or Containment Materials ❑ 4. Temporary Water Supplies 5. Structure Venting System 6. Temporary Evacuation or Relocation of Residents 7. Product or NAPL Recovery 8. Fencing and Sign Posting Ej 9. Groundwater Treatment Systems 10. Soil Vapor Extraction 11. Bioremediation 12. Air Sparging © 13. Removal of Contaminated Soils a. Re-use, Recycling or Treatment i.On Site Estimated volume in cubic yards ii.Off Site Estimated volume in cubic yards iia.Facility Name: Town: State: iib.Facility Name: Town: State: iii.Describe: b. Landfill i.Cover Estimated volume in cubic yards Facility Name: Town: State: © ii.Disposal Estimated volume in cubic yards 5 Facility Name: Town: State: 14. Removal of Drums,Tanks or Containers: a. Describe Quantity and Amount: b. Facility Name: Town: State: c. Facility Name: Town: State: Revised:09/18/2002 Page 2 of 7 B WSC 1040902002 I I II II I I Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 Release Tracking Number ' RESPONSE ACTION OUTCOME (RAO) STATEMENT Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) ® - 18156 C. DESCRIPTION OF RESPONSE ACTIONS(cont.): (check all that apply,for volumes list cumulative amounts) ❑ 15. Removal of Other Contaminated Media: a.Specify Type and Volume: b.Facility Name: Town: State: c. Facility Name: Town: State: ❑ 16. Other Response Actions: Describe: ❑ 17. Use of Innovative Technologies: Describe: D. 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 ONI-Yone Class. Q 1. Class A-1 RAO: Specify one of the following: Q a. Contamination has been reduced to background levels. ❑ b. A Threat of Release has been eliminated. ❑ 2. Class A-2 RAO: You MUST provide justification that reducing contamination to or approaching background levels is infeasible. ❑ 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 also provide a Phase III report justifying the selection of the engineered barrier. Revised:09/18/2002 Page 3 of 7 BWSC1040902003 II III IIIIIIII II i1111111111$11111111111111111111111111 r .....:............::.......... Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 Release TrackingNumber RESPONSE ACTION OUTCOME (RAO) STATEMENT Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) F 18156 W....... ... ._. ... D. RESPONSE ACTION OUTCOME CLASS(cunt.): ❑ 5. Class B-1 RAO: Specify one of the following: ❑ a. Contamination is consistent with background levels ❑ b. Contamination is NOT consistent with background levels. ❑ 6. Class B-2 RAO: You MUST provide an implemented AUL. El Upper 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 infeasable. ❑ 8. Class C RAO: Specify one: ❑ a. Monitoring ❑ b. Passive Operation and Maintenance ❑ c. Active Operation and Maintenance(defined at 310 CMR 40.0006) E. RESPONSE ACTION OUTCOME INFORMATION: 1. Specify the Risk Characterization Method(s)used to achieve the RAO described above: ❑ a. Method 1 ❑ b.Method 2 ❑ c.Method 3 © d. Method Not Applicable-Contamination reduced to or consistent with background,or Threat of Release abated 2. Specify all Soil and Groundwater Categories used in the Risk Characterization. More than one Soil Category and more than one Groundwater Category may apply at a Site. Be sure to check off all APPLICABLE categories. a.Soil Category(ies)Applicable: ❑ i. S-1/GW-1 ❑ iv.S-2/GW-1 ❑ vii.S-3/GW-1 ❑ ii. S-1/GW-2 ❑ v.S-2/GW-2 ❑ viii.S-3/GW-2 ❑ iii. S-1/GW-3 ❑ vi. S-2/GW-3 ❑ ix. S-3/GW-3 b. Groundwater Category(ies)Impacted: ❑ i. GW-1 ❑ ii. GW-2 ❑ iii.GW-3 3. Specify remediation conducted. ❑ a.Check here if soil remediation was conducted. ❑ b.Check here if groundwater remediation was conducted. 4. Estimate the number of acres this RAO Statement applies to: 0.01 Revised:09/18/2002 Page 4 of 7 BWSG1040902004 III 1�111111 0 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 Release Tracking Number RESPONSE ACTION OUTCOME (RAO) STATEMENT Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) F. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that l 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)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal. 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. First Name: Scott K. 2. Last Name: Parker 3. Telephone: (978) 568-8740 4. Ext.: 239 5. FAX: 978-568-9316 �I 6. Signat 7. Date: 8. LSP#: 9969 9.LSP Stamp: Of al48s9cyG SCOTT s� o K - c.> P K 9F aQ tS �p S 0 QO �e G. PERSON MAKING SUBMITTAL: 1. Check all that apply: Ela.change in contact name. ❑ b.change of address ❑ c. change in the person undertaking response actions 2. Name of Organization: Motiva Enterprises LLC 3. Contact First Name: David B. 4.Last Name: Weeks 5. Street: PMB 301, 1830 South Road, Unit 24 6.Title: Sr. Environmental Engineer Wappingers Falls NY 12590 7. City/Town: 8. State: 9. ZIP Code: 10. Telephone: (845) 462-5225 11.Ext.: 12. FAX: (845) 462-4999 P Revised:09/18/2002 Page 5 of 7 BWSC1040902005 I II II IIIII III I II ■ f Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 Release TrackingNumber # RESPONSE ACTION OUTCOME (RAO) STATEMENT Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) 4 - 18156 H. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON MAKING SUBMITTAL: © 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 UtNty on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ❑ 4. Any Other Person Making Submittal Specify Relationship: I.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. © 3. 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 ❑ 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 here if required to submit one or more AULs. You must submit an AUL Transmittal Form(BWSC113)and a EJ 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: ❑ 6. 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. ❑ 7. 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. © 8. Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised:09/18/2002 Page 6 of 7 BWSC1040902006 I .................... Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 Release Tracking Number } RESPONSE ACTION OUTCOME(RAO) STATEMENT : Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) ® - 18156 J. CERTIFICATION OF PERSON MAKING SUBMITTAL: 1 1, David B. Weeks ,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, possible2z"/��' ment,f r will lly submitting false,inaccurate,or incomplete information. 07 '2. By: e Sr. Environmental Engineer 3. Title: Signature 4. For. Motiva Enterprises LLC O �v (Name of person or entity recorded in Section G) (mm/dd/yyyy) 5. Check here if the address of the person providing certification is different from address recorded in Section G. 6. Street: 7. City/Town: 8. State: 9. ZIP Code: 10. Telephone: 11.Ext.: 12. FAX: 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:) Revised:09/18/2002 Page 7 of 7 BWSC1040902007 CLASS A-1 RESPONSE ACTION OUTCOME STATEMENT FORMER SHELL SERVICE STATION#137772 590 IYANNOUGH ROAD HYANNIS,MASSACHUSETTS RTN 4-18156 March 2004 Prepared by: Prepared for: Geologic Services Corporation Motiva Enterprises LLC 15 Bonazzoli Avenue PMB 301; 1830 South Rd,Unit 24 Hudson,MA 01749 Wappingers Falls,NY 12590 (978) 568-8740 (845)462-5225 Project No. 020811 I Shell Service Station#137772 Geologic Services Corporation Page 1 Introduction Geologic Services Corporation(GSC)was contracted by Motiva Enterprises LLC(Motiva)to prepare a Class A-1 Response Action Outcome(RAO) Statement in accordance with 310 CMR 40.1036 of the Massachusetts Contingency Plan(MCP). Please refer to Figures 1 and 2(Attachment A)for an illustration of the subject site and surrounding area. Background and Regulatory Status In August 1989 Groundwater Technology Inc., (GTI)prepared a Phase— 1 Limited Site Investigation for the Former Shell Service Station#137772 located at 590 Iyannough Road in Hyannis,Massachusetts for Shell Oil Company. The property was listed with the Massachusetts Department of Environmental Protection(MA DEP)on October 15, 1989 as a Location To Be Investigated(LTBI). In April 1990,GTI prepared a Short Term Measure(STM)proposed to manage dissolved petroleum hydrocarbons detected in groundwater beneath the site. The MA DEP issued a Notice of Responsibility(NOR)and Release Tracking Number(RTN)4-793 in August 1990. The NOR approved the STM that GTI proposed in April 1990. GTI submitted a Proposal to Conduct Investigation and Design Activities Prior to Implementation of Short Term Measure Report to the MA DEP in November 1990. The MA DEP approved the proposal and in August 1991 GTI submitted a Results of Investigation and Conceptual Design Activities Prior to Implementation of STM which detailed the completion of the following activities; soil boring and monitoring well installation,pumping well design and installation,groundwater gauging and sampling,slug testing,and soil gas extraction tests. No records were available during the completion of the report for the period of August 1991 though November 1996. On November 4, 1996 Handex submitted a Class B-1 Response Action Outcome(RAO) Statement identifying a condition of"no significant risk". A Release Notification Form(RNF)was submitted to the MA DEP on February 10,2003,which identified a 120-day notification condition of volatile petroleum hydrocarbons(VPH)fractions detected in groundwater samples at concentrations greater than the Reportable Concentrations(RC)for category GW-1 groundwater. The groundwater samples were collected in accordance with an internal Motiva program to evaluate properties located in potentially sensitive areas. On February 24,2003,the MA DEP was notified of a 72-hour reporting condition for VPH fraction concentrations detected in excess of the applicable RC for category GW-1 groundwater within 500 feet of two private water supply wells. These wells were discovered during the completion of local research completed during baseline environmental site assessment activities at the site. In response to the notification,the MA DEP issued RTN 4-17651 to this release condition. Initial Immediate Response Action (IRA)activities were verbally approved by the MA DEP on February 24,2003 and limited to monitoring and assessment activities. Based upon a phone conversation between Mr. Scott K.Parker of GSC and Mr. Mike Moran of the MA DEP,only one RTN was issued as the 120-day notification condition was over- ridden by the 72-hour notification. On June 11,2003 a RAM Plan was submitted to the MA DEP. The RAM Plan was prepared for the appropriate management of petroleum impacted soil and/or groundwater encountered during hydraulic lift removal activities. The hydraulic lifts were removed on July 10,2003 and no remediation waste was generated during the work. The RAM Completion Report was submitted on October 7,2003. Upon review of the in-situ soil sample analytical results,an RNF was submitted to the MA DEP on November 21,2003 for the detection of C,I-C22 aromatic hydrocarbons at concentrations greater than the RC S-1 soil standards. MA DEP subsequently issued RTN 4-18156 in response to this condition. Ref. #020811_Rpt_Class A-1 RAO 03-04 Shell Service Station#137772 Geologic Services Corporation Page 2 A Phase I—Initial Site Investigation Report,Numerical Ranking System(NRS)Scoresheet,Tier Classification,and IRA Completion Report was submitted to the MA DEP on December 19,2003 regarding RTN 4-17651. NRS Scoresheet classified the site as Tier I and a Tier I Permit Application was submitted. A Tier 1 C Permit has not yet been issued for RTN 4-17651. A Phase H Scope of Work(SOW) for RTN 4-17651,identifying the installation of soil borings and additional monitoring wells,was submitted in conjunction with the above mentioned reports. On January 15,2004 a RAM Plan was submitted to the MA DEP for RTN 4-18156. The RAM Plan was prepared for the appropriate management of petroleum impacted soil and/or groundwater encountered during over excavation activities. The over excavation activities were conducted for the purpose of removing impacted soils identified during the hydraulic lift removal activities during June 2003. Description of Release/Threat of Release,pursuant to 310 CMR 40.0424(1)(b) During the completion of hydraulic lift removal activities in June 2003, conditions requiring notification of 120-day reporting were encountered. Specifically, C,1-C22 Aromatic hydrocarbons were encountered at concentrations greater than the RC S-1 soil standards. A RNF for this condition was submitted to the MA DEP on November 21,2003. In response to the notification,the MA DEP issued RTN 4-18156 to this condition. Description of Site Conditions and Surrounding Receptors The subject property is comprised of one parcel of land totaling approximately 20,900 square feet located on the northern side of Iyannough Road(Route 132) and the western side of Hinckley Road in Hyannis, Massachusetts. The property is identified by the Town of Barnstable Assessor's Office as lot number 17 on Map 311. The geographical location of the site is summarized below. Longitude/Latitude 70° 17' 22",41°40' 00" Easting/Northing 392,652/4,613,576 The subject property is currently owned by Motiva and is developed with a retail gasoline station building located near the center of the property. The site location and site features are illustrated on Figures 1 and 2,respectively. The property is currently inactive. Three 12,000-gallon double-walled fiberglass gasoline underground storage tanks(USTs), one 500-gallon double walled fiberglass used oil UST, and one 500-gallon double walled fiberglass fuel oil UST are located on the subject property that have been in use at the property since 1989. No aboveground storage tanks(ASTs)exist on the subject property. Two fuel dispenser islands are located on the southern portion of the property. Municipal potable water and sewer services are supplied via connections in Iyannough Road. Other utilities at the subject property include overhead telephone and electric. The majority of the subject property is covered with either bituminous pavement or reinforced concrete. The northern portion of the subject property is landscaped. The subject area is zoned for commercial use. Chili's Restaurant,Cape Opticians,Boomer Car AudioNerizon Wireless,Emerald City Granite Counter Tops,Budget Rent-A-Car,and its associated parking area are located south, southeast, and west of the subject property across Iyannough Road. Wendy's and Pizzeria Uno are located southeast of the subject property across Hinckley Road. New England Tile and a vacant lot abut the property to the northeast and north,respectively. Ref.#020811— p R t— Class A-1 RAO 03-04 Shell Service Station#137772 Geologic Services Corporation Page 3 According to the U.S.Geological Survey(USGS)Hyannis Quadrangle,Topographic Map(refer to Figure 1)the closest surface water bodies are two ponds(Fresh Pond and an unnamed pond)located approximately 1,600 feet southwest of the site. There are also two unnamed ponds located approximately 2,100 feet northeast of the subject property. There are no other surface water bodies or wetlands within one-half of a _Wile of the subject property. .According to the Barnstable Water Company,the municipal water supply for the town consists of 11 groundwater supply wells. The subject site is supplied with municipal water. The subject site is located within a MA DEP-approved Wellhead Protection Area(Zone 11)designated for three active wells located approximately 4,850 feet east by southeast, 5,150 feet east by southeast,and 5,350 feet east southeast of the subject property,respectively. These wells are on the Maher Electric property and are designated as Maher's 1,2, and 3. A water supply well is located approximately 3,600 feet northeast of the subject property at the Barnstable Municipal Airport. The wells in the vicinity of Mary Dunn Pond(designated Mary Dunn 1,2,3,and 4)are located approximately 4,100 feet northeast,4,500 feet northeast,4,600 feet northeast,and 5,400 feet northeast,respectively. According to the Town of Barnstable Board of Health,the town does not maintain information regarding the locations or construction of private water supply wells. However,according to the Barnstable Water Company,the two properties located northeast of the subject property are not serviced with public water. The property located immediately northeast of the subject property is a commercial building which houses New England Tile and the former Planet Earth,Inc. A phone conversation with the property owner confirmed that the building is not supplied with public water and they have a private supply well used for rion-potable water. The next property to the northeast is operating as Bugs,Buses and Things,which according to the property owner is also not on public water. They also have a non-potable well. According to the property owner of the New England Tile property and a representative for the Bugs,Buses,and Things,the respective properties obtain drinking water from outside sources. The well at the New England Tile property has been sampled as part of assessment activities associated with RTN 4-17651 and MTBE has been detected at concentrations less than 3.0 ug/l. Subsurface structures within 500 feet of the subject property include several half and full basements. Subsurface utility conduits located along the subject property include,but are not limited to, sewer,natural gas,water,and storm drainage. There are no underground telephone or electric lines, as these utilities are located overhead. According to the USGS Hyannis Quadrangle Topographic Map and GSC site reconnaissance,the closest school is located approximately 3,900 feet south of the subject property. According to the Geographic Information System(GIS)Map,the subject property is located within a Wellhead Protection Area. No other schools, institutions,or other environmentally sensitive areas are known to be located within 2,000 feet of the subject property. Response Actions Completed On January 21,2004,under the observation of GSC personnel,Kessler Installation and Sales(Kessler)of Dedham,Massachusetts excavated,and removed, soil from the vicinity of the former hydraulic lifts. The excavation was performed in the immediate vicinity of the in-situ soil sample Lift#2 NW,in which C11-C22 Aromatics at a concentration above RC S-1 standards were detected. Please refer to Figure 3 (Attachment A) for a depiction of the excavation area and in-situ soil sample locations. The final excavation area was approximately 5' long by 5' wide and 8' deep. No groundwater was encountered during excavation activities. Approximately 5 cubic yards of petroleum impacted soil was removed and stockpiled on poly- steeting for characterization and disposal. The excavation was backfilled to grade,with clean sand,by Kessler. Ref.#020811_Rpt_Class A-1 RAO 03-04 Shell Service Station#137772 Geologic Services Corporation Page 4 Soil Sampling Duringthe excavation activities in-situ soil samples were collected from the three sidewalls and bottom p tom of the excavation. The soil samples were submitted to Accutest Laboratories,Inc. (Accutest)of Marlborough, Massachusetts for analysis of Extractable Petroleum Hydrocarbons(EPH)via MA DEP approved methodology. Upon review of the analytical results,none of the soil samples exhibited concentrations of the analytes of concern in excess of their respective laboratory method detection limits. Please refer to Table 1 (Attachment B)for a summary of the in-situ soil sample analytical data. A complete copy of the laboratory analytical report is included as Attachment C. Management of Remediation Waste As noted herein, excavation activities were performed in the areas of the former hydraulic lifts in order to remove petroleum impacted soil. Approximately 5 cubic yards of impacted soil was generated during the course of these activities. On February 12,2004,this petroleum impacted soil(approximately 6 tons as measured by the receiving facility)was transported under a Massachusetts Bill of Lading(BOL)to Aggregate Industries of Stoughton,Massachusetts for recycling. Copies of the Bill of Lading and stockpile soil analytical results are included in Attachment C. Support Of Class A-1 Response Action Outcome Statement The disposal site associated with RTN-18156 is identified as an area approximately 20 feet long by 20 feet wide,which encompasses the excavations associated with the former hydraulic lifts. Refer to Figure 3 for a depiction of the RAO area. Based on the fact that constituents in soil have been reduced to levels consistent with background conditions,site related soils in the vicinity of the former hydraulic lifts pose No Significant Risk of harm to human health, safety,public welfare,or the environment under current and potential future site conditions. Therefore,a Permanent Solution for the site identified as RTN 4-18156 has been achieved. The risk characterization is not contingent upon an Activity and Use Limitation restricting site use and previous soil removal activities were performed at the site and soil conditions have been reduced to background levels. Accordingly,a Class A-1 RAO Statement may be filed for this RTN. Based on this information, it is the opinion of GSC that the requirements of a Class A-1 RAO have been met such that a Permanent Solution has been achieved in accordance with 310 CMR 40.1036(1). Data Usability Assessment The data used to support this RAO was generated pursuant to MA DEP's Compendium of Analytical Methods(CAM)and meets the requirements of presumptive certainty. To meet the requirements of presumptive certainty,the minimum field quality control sample frequency(Table VII of the CAM)has been followed. A review of available data indicates that the data is scientifically valid, defensible, and of a sufficient level of precision,accuracy and representativeness to support the RAO. Additionally, the completeness, comparability, sensitivity of the data set is within acceptable limits. Ref.#020811_Rpt_Class A-1 RAO 03-04 ATTACHMENT A Figures J .� Nay; ;� ) � ����� � �� :� �%` �;• J � 11 i' ( 1'l � lap �_�•�y �a~! 1 ?\✓'. /'' y^""�,O' ��° t �% {%�,� •``'F.' !l �% ��• I i �`r,: sib• ..`• �` �..' �' ►yt� a _ � �� 0�/b�, 11 � TI In VAL rr 1 �! {l 5"1 t .. .... ; E, ino �;it -�, • � ti / � /.• .i r �. kk rrr r 1000 2000 3000 4000 .. 613 576 1 392 ° QUADRANGLE LOCATION LATITUDE: - I 00" LONGITUDE: I' ZONE 19 Notes: 1. Topographic contours are measured in meters. 2.Topographic contourt 1 meters.GEOLOGIC SERMCES CORPORATION eologists and EnWonmental Scientists Sour •: . ,--GRASS--,"d AREA UST HYDLIFT OEXC-ESW HYDLIFT 0 XC-BOTT M BUILDING F/0 UST ;�; L T #2 NW - " :LIFT #1 NE LIFT #2 NE , LIFT #1 N IFT #2 SE I I I I I I , LIFT #1 BOTTOM I I IAREa I I ► ��G LIFT #1 SW IFT #2 SW I I I I I I LIFT #1 SEJJ LIFT #2 BOTTOM HYDLIFT OEXC-NSW i YDLIFT OEXC-WSW r __CANOPY I I GT-4 ASPHALT I I I � DISPENSER I I GT- 1 ISLANDS I I 0 mm�G KEY Scale in feet —- PROPERTY BOUNDARY "'""""""""'... AREA OF RAO MONITORING WELL F/O FUEL OIL IN-SITU SOIL U/0 USED OIL FIGURE 3 IN-SITU SOIL SAMPLE LOCATION PLAN SAMPLE LOCATION UST UNDERGROUND SHELL SERVICE STATION #137772 FORMER IN-SITU SOIL STORAGE TANK 590 IYANNOUGH ROAD SAMPLE ASSOCIATED WITH ��_ FENCE LINE HYANNIS, MASSACHUSETTS 6/03 EXCAVATION GSC REF.: 020811.021NSITU CHECKED BY: 1 I APPROXIMATE LIMIT OF APPROXIMATE LIMIT DRAFTED BY: CD DATE: 9/11103 1 6/03 EXCAVATIONS ® OF 1/04 REVISED BY: ANGIIJAIL: 04 � GEOLOGIC SERVICES CORPORATION EXCAVATION SOURCE: GSC FIELD RECONNAISSANCE s Hydrogeologists and Environmental Scientists 15 Bonazzoli Avenue • Hudson, MA 01749 • (978)568-8740 ATTACHMENT B Table Table l Page I of I ' In-Situ Soil Sample Analytical Results-Polynuclear Aromatics and Extractable Petroleum Hydrocarbons Shell Service Station#137772 590)yannough Road Hyatnic;MA July 10,2003 through January 21,2004 Sample Date Depth Acenaph Acenaph Anthracene B(a)A B(a)P B(b)F B(g,h,I)P B(k)F Chrysene Dibenz(a,h)- Napthalene Fluoranthen Fluorene I(1,2,3-cd)P 2-Methyl- Phen- Pyrene C-C C -C C C ID then thylene 9 IB ry sa rr n anthracene naphthalene anthrene Allphatics Aliphatics Aromatics (ft) (u g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (Uw) (u ) (u g) (u,.) (ug/g) (u g) (ug/g) (ug1g) (ug/g) MCP Soil Standards S-1/GW-1 20 100 1000 0.7 0.7 0.7 1000 7.0 7.0 0.7 4.0 1000 400 0.7 4.0 700 700 1000 2500 200 LIFT#I BOTTOM 7/10/03 8.5 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <5.9 19.7 <I7 LIFT#I NE 7/10/03 8 <0.56 <O.S6 <O.S6 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 70.56 <0.56 <6.8 <9.0 <19 17 LIFT#1 NW 7/10/03 8 <O.S <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <6.0 10.1 <l7 LIFT#I SE 7/10/03 8 <O.54 <0,54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <6.4 20.6 <18 LIFT#I SW 7/10/03 8 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 1<0.49 <0.51 <0.51 <0.5I <0.51 <0.51 <0.51 <6.1 12 <17 LIFT#2 BOTTOM 7/10/03 8.5 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <6.2 <8.3 <IS Lff`C#2 NE 7/10/03 8 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <6.2 <8.2 q g LIFT#2 NW' 7/IO/03 8 <0.52 <O.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 55.4 1410 !;?',,`'SD2 �� LIFT#2 SE 7/10/03 8 <O.SI <0.51 <O.SI <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <6.1 <8.2 <I7 LIFT#2SW 7/10/03 8 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <6.3 <8.4 qg HYDLIFTOEXC-NSW I/21/04 7.8 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <5.8 <7.8 <17 HYDLIFTOEXC-ESW 1/21/04 7-8 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <O.S <0.5 <0.5 <0.5 <5.9 <7.8 <17 HYDLIFTOEXC-WSW I/21/04 7-8 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <O.S <0.5 <6.0 <8.0 <I7 H YDLIFCOEXC-BOTTOM 1/21/04 9 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.4B 1 <5.7 <7.6 <I6 Notes: ug/g-micrograms per gram(parts per million) MTBE-methyl tertiary butyl ether <0.6-not detected(method detection limit included) B(a)A-Benzo(a)anthracene B(a)P-Benzo(a)pyrene B(b)F-Benzo(b)fluoranthene B(g,h,i)P-Benzo(g,h,i)perylene B(k)F-Benzo(k)fluoranthene l(1,2,3-cd)P-lndeno(1,2,3-cd)pyrene MCP Soil Standard-Massachusetts Contigency Plan Method I Risk Characterization Standard for soil Shading-Reported concentration exceeds the applicable standards -Fortner In-Situ soil sample associated with 6/03 excavation 3/9/2004 GEOLOGIC SERVICES CORPORATION Ref.#0208I 1_Tbi_soil-pah-eph science,engineering,&technology 15 Bonazzoli Ave.,Hudson,MA ATTACHMENT C Laboratory Analytical and Bill of Lading e-Hardcopy 2.0 Automated Report New England . : 01/26/04 L P. L o r a t o r i e s Technical Report for Equiva Services GSCMA:98997780 590 Iyannough Rd., Hyannis, MA Project# 020811 Accutest Job Number: M37145 Report to: Geologic Services Corporation bthompson@ma.gsc-global.com ATTN: Blake Thompson Total number of pages in report: 13 ACcp4O4.'C� u 4 Test results contained within this data package meet the requirements /eza nd of the National Environmental Laboratory Accreditation Conference Lab Director and/or state specific certification programs as applicable. Certifications:MA(M-MA136) CT(PH-0109) NH(250203) RI(00071) ME(MA136) FL(E87579) NY(11791) NJ(MA926) IL(000589) 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 1 • Marlborough,MA 01752 • tel:508-481-6200 • fax:508-481-7753 • http://www.accutest.com M® 1 of 13 A .............................. Table of Contents Sections: -1- Section l: Sample Summary ................................................................................................... 3 Section2: Sample Results ........................................................................................................ 4 2.1: M37145-1: HYDLIFI'OEXC-NSW-7-8. ...................................................................... 4 2.2: M37145-2: HYDLIFTOEXC-ESW-7-8. ...................................................................... 5 2.3: M37145-3: HYDLIFTOEXC-WSW-7-8. ..................................................................... 6 2.4: M37145-4: HYDLIFTOEXC-BOTTOM-9. ................................................................. 7 Section3: Misc.. Forms ............................................................................................................ 8 3.1: Chain of Custody ........................................................................................................... 9 3.2: EPH Form ...................................................................................................................... 10 ( j® 2 of 13 OACCUMST 1 1 Accutest La boratones Sample Summary Equiva Services GSCMA:98997780 590 Iyannough Rd., Hyannis, MA Job No: M37145 Project No: Project# 020811 Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID M37145-1 01/21/04 11:10 JMS 01/22/04 SO Soil HYDLIFTOEXC-NSW-7-8' M317145-2 1 01/21/04 11:05 JMS 01/22/04 SO Soil HYDLIFTOEXC=ESW-7-8' M37145-3 01/21/04 11:15 JMS 01/22/04 SO Soil HYDLIFTOEXC-WSW-7-8' M37145-4 . 01/21/04 11:20 JMS 01/22/04 SO Soil HYDLIFTOEXC-BOTTOM-9' Soil samples reported on a dry weight basis unless otherwise indicated on result page. ®® 3of13 ST .._..IJACCUTE............. 1 ni Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: HYDLIFTOEXC-NSW-7-8' Lab Sample ID: M37145-1 Date Sampled: 01/21/04 Matrix: SO-Soil Date Received: 01/22/04 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 98.1 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 P025060.1) 1 01/25/04 SL 01/22/04 OP6669 GP01703 Run#2 Initial Weight Final Volume Run#1 10.5 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 490 ug/kg 208-96-8 Acenaphthylene ND 490 ug/kg 120-12-7 Anthracene ND 490 ug/kg 56-55-3 Benzo(a)anthracene ND 490 ug/kg 50-32-8 Benzo(a)pyrene ND 490 ug/kg 205-99-2 Benzo(b)fluoranthene ND 490 ug/kg 191-24-2 Benzo(g h,i)perylene ND 490 ug/kg 207-08-9 Benzo(k)fluoranthene ND 490 ug/kg 218-01-9 Chrysene ND 490 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 490 ug/kg 206-44-0 Fluoranthene ND 490 ug/kg 86-73-7 Fluorene ND 490 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 490 ug/kg 91-57-6 2-Methylnaphthalene ND 490 ug/kg 91-20-3 Naphthalene ND 490 ug/kg 85-01-8 Phenanthrene ND 490 ug/kg 129-00-0 Pyrene ND 490 ug/kg C11-C22 Aromatics (Unadj.) ND 17000 ug/kg C9-C18 Aliphatics ND 5800 ug/kg C19-C36 Aliphatics ND 7800 ug/kg C11-C22 Aromatics ND 17000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl 86% 40-140% 321-60-8 2-Fluorobiphenyl 91% 40-140% 580-13-2 2-Bromonaphthalene 86% 40-140% 3386-33-2 1-Chlorooctadecane 89% 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 ON® 4of1: A S! ............. ...._. ... N Accutest Laboratories i) Report of Analysis Page 1 of 1 Client Sample ID: HYDLIFTOEXC-ESW-7-8' Lab Sample ID: M37145-2 Date Sampled: O1/21/04 Matrix: SO-Soil Date Received: 01/22/04 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 98.6 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO25061.1) 1 01/25/04 SL O1/22/04 OP6669 GPO1703 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 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 ND 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 ND 500 ug/kg CI1-C22 Aromatics (Unadj.) ND 17000 ug/kg C9-C18 Aliphatics ND 5900 ug/kg C19-C36 Aliphatics ND 7900 ug/kg C11-C2'2 Aromatics ND 17000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl 88% 40-140% 321-60-8 2-Fluorobiphenyl 94% 40-140% 580-13-2 2-Bromonaphthalene 97% 40-140% 3386-33-2 1-Chlorooctadecane 89% 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 ®® 5of13 N Accutest Laboratories W Report of Analysis Page 1 of 1 Client Sample ID: HYDLIFTOEXC-WSW-7-8' Lab Sample ID: M37145-3 Date Sampled: 01/21/04 Matrix: SO-Soil Date Received: O1/22/04 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 98.2 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO25062.1) 1 01/25/04 SL 01/22/04 OP6669 GPO1703 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 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 ND 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 ND 500 ug/kg C11-C22 Aromatics (Unadj.) ND 17000 ug/kg C9-C18 Aliphatics ND 6000 ug/kg CI9-C36 Aliphatics ND 8000 ug/kg C11-C22 Aromatics ND 17000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl 86% 40-140% 321-60-8 2-Fluorobiphenyl 85% 40-140% 580-13-2 2-Bromonaphthalene 70% 40-140% 3386-33-2 1-Chlorooctadecane 84% 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 ® 6 of 13 A f N Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: HYDLIFTOEXC-BOTTOM-9' Lab Sample ID: M37145-4 Date Sampled: 01/21/04 Matrix: SO-Soil Date Received: 01/22/04 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 98.2 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO25063.1) 1 01/26/04 SL 01/22/04 OP6669 GPO1703 Run#2 Initial Weight Final Volume Run#1 10.7 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 480 ug/kg 208-96-8 Acenaphthylene ND 480 ug/kg 120-12-7 Anthracene ND 480 ug/kg 56-55-3 Benzo(a)anthracene ND 480 ug/kg 50-32-8 Benzo(a)pyrene ND 480 ug/kg 205-99-2 Benzo(b)fluoranthene ND 480 ug/kg 191-24-2 Benzo(g h,i)perylene ND 480 ug/kg 207-08-9 Benzo(k)fluoranthene ND 480 ug/kg 218-01-9 Chrysene ND 480 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 480 ug/kg 206-44-0 Fluoranthene ND 480 ug/kg 86-73-7 Fluorene ND 480 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 480 ug/kg 91-57-6 2-Methylnaphthalene ND 480 ug/kg 91-20-3 Naphthalene ND 480 ug/kg 85-01-8 Phenanthrene ND 480 ug/kg 129-00-0 Pyrene ND 480 ug/kg CII-C22 Aromatics (Unadj.) ND 16000 ug/kg C9-C18 Aliphatics ND 5700 ug/kg C19-06 Aliphatics ND 7600 ug/kg CII-C22 Aromatics ND 16000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl 87% 40-140% 321-60-8 2-Fluorobiphenyl 91% 40-140% 580-13-2 2-Bromonaphthalene 79% 40-140% 3386-33-2 1-Chlorooctadecane 88% 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 ME] 7 of 13 EST Accutest Laboratories Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody • EPH Form �® 8 of ®L�! CHAIN Ulu' UUNTUDT ACcum"4mt e37,1s'� ®ACCUTEST ,WTECHNOLOGYCENTERWEST•BUILOWS ONE MARLBOROUGH,MA 01752 ACCUTEST QUOTE k TEL•5W-0I-BY00•FAXW9481•7159 CLIENT INFORMATION 959MAM FACILITY MFORMAUM ANALYTICAL INFORMATION MATRIX CODES 1 "ir" C,O� o�IG��•O n-u2ma2/yp/'W�(�gA��^+^�'A�TE v_ iLvn.0AW,c"�YY* /377-�7a _ DM- , G WATER E aW-GROUND WATER _ AAWW-WASTE v�bo WATER so ya D P E W astl 01- OIL BEND REPORT TO: -OTHER . PHONE s �D Jp O ��� FAX• 974 Sd —�i 3>6 LIQUID SOL-OTHER ACCUTEST COLLECTION PRES PRESERVATION SOLI) SAMPLE• FIELD ID f POINT OF COLLECTION SAMPLED U DATE TIME ' i 1 1 LAB USE ONLY rsw 3 - u"S IV4— 7"-�m IMUDATA TURNAROUND INFORMATION DATA DELNERABLE INFORMATION rm COMMENTSA3EYARK3 O 34 DAYS STANDARD APPROVED BY: ❑ STANDARD1 O T DAYS RUSH O COMMERCIAL'B• tt++c 0 HOP!)FcrcNCY ❑ DISK DELIVERABLE RR '"��' ❑ STATE FORMS 14 DAY TURNAROUND HARDOOPY.EMERGENCY OR RUSH is FAX ❑ OTHER(SPECIFY) DATA UNLESS PREVIOUSLY APPROVED SAMPLE CUSTODY MUST BE DOCUMENTED BELOW EACH TIME SAM S CHANG DSSESION,INCLUDING COURIER DELIVERY D DATE TIMB: R RH1N011 BY. DA RECEIY®Bk D BY: DATE ME: RECWOBY: R ATg p 4. S. Br AT 5 ECE1VE0 BY: SEAL P PRESeM O APPUCABLU ON ICE TnW E MM37145: Chain of Custody Page 1 of 1 ®� 9 of 13 MACCUTEST. MADEP EPH FORM atrlx =: A ueous El Soil V Sediment n Othe El r SatisfactoryW Broken Leakin A ueoussevatLves N/A W PH<=2 Tein era-ure Received on Ice Received at 4 Deg.C Other R./ Rec'd at 1.1 deg C E-ctra on e`t"'OR Y SW846 3545 w Method for Ranges: MADEP EPH 98-1 Client ID: HYDLIFTOEXC-NSW-7-8' Lab ID: M37145-1 Method for Targets: MADEP EPH 98-1 Date Collected: 1/21/2004 Date Received: 1/22/2004 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 1/22/2004 1/25/2004 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 98.1 1 N/A Unadjusted Ranges CAS# Units Result RDL f3 C 11-C22 Aromatics(U nadj.) ug/kg ND" 17000 Diesel PAH Ana Vies 2-Methylnaphthalene 91-57-6 ug/kg ND 490 Phenanthrene 85-01-8 ug/kg ND 490 Acenaphthene 83-32-9 ug/kg ND 490 Naphthalene 91-20-3 ug/kg ND 490 Other Target PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 490 Anthracene 120-12-7 ug/kg ND 490 Benzo(a)anthracene 56-55-3 ug/kg ND 490 Benzo(a)pyrene 50-32-8 ug/kg ND 490 Benzo(b)fluoranthene 205-99-2 ug/kg ND 490 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 490 Benzo(k)fluoranthene 207-08-9 ug/kg ND 490 Chrysene 218-01-9 ug/kg ND 490 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 490 Fluoranthene 206-44-0 ug/kg ND 490 Fluorene 86-73-7 ug/kg ND 490 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 490 Pyrene 129-00-0 ug/kg ND 490 Adjusted Ranges C9-Cl8 Aliphatics ug/kg ND" 5800 C 1 9-C36 Aliphatics ug/kg ND" 7800 C11-C22 Aromatics ug/kg ND' 17000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 89 40-140% o-Terphenyl % 86 40-140% 2-Fluorobiphenyl % 91 40-140% 2-Bromonaphthalene % 86 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z AV qualifier indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? ❑d Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? VYes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect 11.3? 91 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 Direct r 10 of 13 Printed Name Reza Tand Date 1/26/2004 0A __ ST MADEP EPH FORM r 'r Aqueous El Soil Sediment F1 Other ontaI Mr,s z Satisfacto Broken Leaking A u oe us Preserve TV : N/A H<=2 H >2 Tem erafue$ Received on Ice n Received at 4 Deg.C Other g C Rec'd at 1.1 de EMr acfion,Met Kod SW846 3545 w Method for Ranges: MADEP EPH 98-1 Client ID: HYDLIFTOEXC-ESW-7-8' Lab ID: M37145-2 Method for Targets: MADEP EPH 98-1 Date Collected: 1/21/2004 Date Received: 1/22/2004 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 1/22/2004 1/25/2004 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 98.6 1 N/A Unadiusted Ranges CAS# Units Result RDL g C11-C22 Aromatics(Unadj.) ug/kg ND A 17000 Diesel PAH Analvtes 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 Analvtes 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 Adjusted Ranges C9-C18 Aliphatics ug/kg ND A 5900 C19-C36 Aliphatics ug/kg ND A 7900 C11-C22 Aromatics ug/kg ND a 17000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 89 40-140% o-Terphenyl % 88 40-140% 2-Fluorobiphenyl % 94 40-140% 2-Bromonaphthalene % 97 40-140% Footn otes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in that range. C11C22 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? DYes ❑ 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? W No ❑ Yes-Details Attatched I attest ender 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 Directnr M® 11 of 13 Printed Name Reza Tand Date 1/26/2004G"AccurmsT. MADEP EPH FORM IVlat�lz _ x a�� Aqueous Soil Sediment F1 Other Colatalnersr Satisfacto Broken Leaking A ueous!?reseratLes` N/A PH <=2 DH>2 Tem erature Received on Ice R Received at 4 Deg. C Other d Redd at 1.1 deg C Extra tlonMethodri SW846 3545 w Method for Ranges: MADEP EPH 98-1 Client ID: HYDLIFTOEXC-WSW-7-8' Lab ID: M37145-3 Method for Targets: MADEP EPH 98-1 Date Collected: 1/21/2004 Date Received: 1/22/2004 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 1/22/2004 1/25/2004 N/A EPH Fractionation 2-Fluorobi hen %Solids: High Dilution: P YI Low Dilution: Surrogate Standards. 2-Bromonaphthalene 98.2 1 N/A Unadjusted Ranges CAS# Units Result RDL (� C11-C22 Aromatics(Unadj.) ug/kg ND A 17000 Diesel PAH Analvtes 2-Methyinaphthalene 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 Analvtes 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 Aliphatics ug/kg ND A 6000 C 1 9-C36 Aliphatics ug/kg ND" 8000 C11-C22 Aromatics ug/kg ND a 17000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 84 40-140% o-Terphenyl % 86 40-140% 2-Fluorobiphenyl % 85 40-140% 2-Bromonaphthalene % 70 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in Mat range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in that range. C11C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z AV qualifier indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? Were all performancelacceptance standards for required QA/QC procedures achieved? Yes ❑ No-Details Attatched ❑Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? 9J 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 Directf%r ® 12of13 Printed Name Reza Tand Date 1/26/2004 A ; MADEP EPH FORM Matriz � S r z Aqueous Soil Sediment Other ContalnePs # < v SatisfactoryV Broken F1Leakin ueousPreservatives NIA V PH <=2 F1 PH>2 Tern erature,2;vS Received on Ice Received at 4 Deg.C Other r Rec'd at 1.1 deg C Eztractoiill�ethod `* SW846 354- 5 w Method for Ranges: MADEP EPH 98-1 Client ID: HYDLIFTOEXC-BOTTOM- Lab ID: M371454 fV Method for Targets: MADEP EPH 98-1 Date Collected: 1/21/2004 Date Received: 1/22/2004 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 1/22/2004 1/26/2004 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 982 1 N/A Unadjusted Ranges CAS# Units Result RDL S C11-C22 Aromatics(Unadj.) ug/kg ND A 16000 Diesel PAH Analvtes 2-Methylnaphthalene 91-57-6 ug/kg ND 480 Phenanthrene 85-01-8 ug/kg ND 480 Acenaphthene 83-32-9 ug/kg ND 480 Naphthalene 91-20-3 ug/kg ND 480 Other Target PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 480 Anthracene 120-12-7 ug/kg ND 480 Benzo(a)anthracene 56-55-3 ug/kg ND 480 Benzo(a)pyrene 50-32-8 ug/kg ND 480 Benzo(b)fluoranthene 205-99-2 ug/kg ND 480 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 480 Benzo(k)fluoranthene 207-08-9 ug/kg ND 480 Chrysene 218-01-9 ug/kg ND 480 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 480 Fluoranthene 20644-0 ug/kg ND 480 Fluorene 86-73-7 ug/kg ND 480 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 480 Pyrene 129-00-0 ug/kg ND 480 Adjusted Ranges C9-C18 Aliphatics ug/kg ND A 5700 C19-C36Aliphatics ug/kg ND" 7600 C11-C22 Aromatics ug/kg ND B 16000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 88 40-140% o-Terphenyl % 87 40-140% 2-Fluorobiphenyl % 91 40-140% 2-Bromonaphthalene % 79 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)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? WYes ❑ 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? W No ❑ Yes-Details Attatched 1 attest uinder 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 ®® 13 of 13 Reza Tand Printed Name Date 1/26/2004 p A4? o p February 23, 2004 DAVID WEEKS AGGREGATE MOTIVA ENTERPRISES LLC INDUSTRIES PMB 301 1830 SOUTH RD., UNIT 24 WAPPINGER FALLS,NY 12590 Re: Soil, Motiva Enterprises LLC 590 Iyannough Road Hyannis, MA Release Tracking#: 4-18156 Recyclable soil from the above address was received at our facility on February 12, 2004. Attached is the shipper's log of soil receipts totaling 6.13 tons along with the Bill of Lading and other receipt documentation.. We will issue a"Certificate of Recycling."upon request after processing. Thank you for recycling soil at our Stoughton facility. Yours truly, William R. Reinhardt Manager, Soil Division AGGREGATE INDUSTRIES Northeast Region 1101 Turnpike Street Stoughton, Massachusetts 02072 Telephone 781-344-1100 Facsimile 781-341-5523 1 Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup Release Tracking Number' BILL OF LADING (pursuant to 310 CMR 40.0030) 4❑ _ 18156 A. LOCATION OF SITE OR DISPOSAL SITE WHERE REMEDIATION WASTE WAS GENERATED: Release Name(optional): Street: 590 Iyannough Road Location Aid: City/Town: Hyannis 02601 ZIP Code: Date/Period of Generation: 1/21/04 to: 1/21/04 Additional Release Tracking Numbers Associated with this Bill of Lading: . Note: If this Bill of Lading is the result of a Limited Removal Action(LRA) taken prior to Notification, a Release Tracking Number is not needed. B. PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: Name of Organization: Motiva Enterprises LLC NameofContact: David B. Weeks Title: Sr. Environmental Engineer Street: PMB 301, 1830 South Road, Unit 24 City/Town: Wappingers Falls State: 12590 NY ZIP Code: Telephone: _(845) 462-5225 Ext.: G. RELATIONSHIP TO RELEASE OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: ❑✓ RP or PRP Specify: R] Owner ❑ Operator ❑ Generator ❑ Transporter Other RP or PRP: Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21E,s.50)) Other Person: If an owner and/or operator is not conducting the response action associated with the Bill of Lading,provide on an attachment the name, contact person,address and telephone number,including any area code and extension,for each,if known. D. TRANSPORTER OR COMMON CARRIER INFORMATION: Transporter/Common Carrier Name: EQ Northeast Contact Person: Bill Conrad Title: Street: 185 Industrial Road, P.O. Box 617 Cityffown: Wrentham State: MA ZIP Code: 02093 Telephone: (508) 384-6151 Ext.: _ E. RECEIVING FACILITYITEMPORARY STORAGE LOCATION: Operator/Facility Name: Aggregate Industries Environmental Services Contact Person: William R. Reinhardt er Mana Title: g Street: 1101 Turnpike Street City,Town: Stoughton MA 02072 State: ZIP Code: Telephone: 781-341-5500 Ext.: Type of Facility: ✓❑ Asphalt Batch/Cold Mix Landfill/Disposal (check one) ❑ ❑ Incinerator Temporary Storage Asphalt Batch/Hot Mix Landfill/Daily Cover ❑ Other: Thermal Processing ❑ Landfill/Structural Fill EPA Identification#: Divis.on of Hazardous Waste/Class A Permit#: S-0 -0 MAD981213531 Division of Solid Waste Management Permit#: Actuzl/Anticipated Period of Temporary Storage(specify dates if applicable): to: Reason for Temporary Storage: Revised�10/3194 Page 1 of 3 Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup BILL OF LADING (pursuant to 310 CMR 40.0030) Release Tracking Number' 18156 E. RECEIVING FACILITY/TEMPORARY STORAGE LOCATION(continued): Temporary Storage Address: Street: City/Town: . State: ZIP Code: F. DESCRIPTION OF REMEDIATION WASTE: (check all that apply) Contaminated Media(check all that apply): {� Soil O Groundwater O Surface Water O Other: Contaminated Debris(check all that apply): O Vegetation or Organic Debris Demolition/Construction Waste O Inorganic Absorbant Materials O Other: Non-hazardous Uncontainerized Waste(check all that apply): O Non-aqueous Phase Liquid O Other: Non-hazardous Containerized Waste(check all that apply): O Tank Bottoms/Sludges O Containers O Drums OEngineered Impoundments O Other: _ Type of Contamination(check all that apply): 11 GasolineEl Diesel Fuel #2 Oil #4 Oil #6 Oil Waste Oil 11 Kerosene Jet Fuel 12 Other:- hydraulic lift fluid Estimated Volume of Materials: Cubic Yards: 5 Tons: Other: Contaminant Source(check one/specify): Transportation Accident El Underground Storage Tank 2 Other: hydraulic lift Response Action Associated with Bill of Lading(check one): 0 Immediate Response Action D Release Abatement Measure Utility-Related Abatement Measure 11 Limited Removal Action Comprehensive Response Action Other Remed.ation Waste Charcterization Support Documentation attached: [).T Site History Information El-Sampling and Analytical Methods and Procedures I)n Laboratory Data Field Screening Data If supporting documentation is not appended,provide an attachment stating thedate and in connection with what document such information was previously submitted to DEP. G. LICENSED SITE PROFESSIONAL(LSP)OPINION: Name o-Organization: Geologic Services Corporation LSP Name: Scott K. Parker Title: _ Senior Pro i c Manag r Telephone: ._(978) 568-8740 Ext.: _239 I attest under the pains and penalties of perjury that I have personally examined and am familiar with this submittal,including any and all documents accompanying this submittal. In my professional opinion and judgment based upm application of (i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 4.02(2)and(3),and (iii)the provisions of 309 CMR 4.03(5), to the best of my knowledge,information and belief,the assessment actions undertaken to characterize the Remediation Waste which is(are)the subject of this submittal for acceptance at the facility identified in this submittal comply with the applicable provisions of 310 CMR 40.0000,and such facility is permitted to accept Remediation Waste having the characteristics described in this submittal. I am aware that significant penalties may result, including,but not limited to,possible fines and imprisonment,if I submit inbrmation which I kno ccurate or materially incomplete. oN OF M,�Ss9cyG LSP Signature: Seal: � � SC07T Date: P K Fi 9 / License Number: _9969 T- s S�\O TE PP4 Revised 10/3/94 Page 2 of 3 Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup BILL OF LADING (pursuant to 310 CMR 40.0030) Release Tracking Number' D _ 18156 H. CERTIFICATION OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: 1 certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this certification,and that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material infomration ined herein is,to the best of my knowledge and belief,true,accurate and complete. I am aware that there are significant Penalties,includi but mited to,possible fines and imprison nt,for willfully ubmitti false,inaccurate,or incomplete information. Signature: Date: (j Name of Person(print): David M. Washisk — Agent for M iva Revised 10/3/94 Page 3of3 ,02i10.2004 18:29 EQ NORTHEAST, INC. 4 15083848236 N0.718 D05 FES, 10 P004 13: 50 GEOLOGIC SERVICES CORP 19785625080 P, ' �I Vp?. 3a a i Massachusetts Department of Environmental Protection 6WSC-442B Bureau v au of Waste Si te Clean up i BILL OF LADING UT9u8 o 3 {p M t 10 CPAR 40,0030) Release Tracking Number ' SUMMARY SHEET OF 18 5 I. LOAD INFORMATION: Signetiure ofTransporte(Representative: ' eceivin Facll ?a � Load 1: Rg mpwary Storage Re entetive: Oats of7�4 �f: T 1 ime of Shi�nr � Z; **40 10 ( l�nn [] PM ' Date n of Receipt Time of R Truckf motor Rogistratiorl: Trailer Regibtration{deny): i O� 'O� AM ['IF rA �r ' l load Size(au.yds.ftone);W 3 LO4d 2: Skpatiureor Transporter RoFm*3rttat1ye: i Receiving FeciptyRerrtpordry Storage Re sentat)ve: Dole of Shipmerx r Time of Shipment: ❑ AM ❑ PM t Date of Receipt: Time of cefpr 1 ❑ AM Cj TnA*(Tradcr Regisb4on: Troller fRagiotration Of any): Load tSlu(cu.yds.!brs); Load 3: Sionatlury of Transporter Representative: i i Racelving FaclllWriamparery Storage R. sentaUve: Eta of Shfpment Tim®of Shipment i ❑ AM Cj PM I Time of ipt:Date of Receipt, 'rucktTractor ReglslroLon: TraBor Raglstratfon(If any); ID AM ❑ idf I t Load Ste(cu.yde./lona Load 4: Signatiura of Transporter RepraserdaUve: t i RaceMAO FacaltylTemporary Storage entAvo: r Dais of Shlprrent Tirre of Shipment t Date of Receipt Time of R Ipt AM ❑ PM nAM ❑ TeucfuTradol'RoglsRalion: 'I railer Reglet ellon Of any): I ! i ! I Load Siza(w,ydaJlons): 1 Lo 3d S: Slgnatiure of Trar0piorler Representative: r Receiving Facilltyrranvorary Swraoo R® tativw t Qele of Shlpm I ont: i I Time of Shipment; i Hatt!of Receipt Time of R Ipl DAM ❑ PM t [] AM I Tr:rck/Tractnr Regislradon: Tralie►Raglsltaigon(It any): Load Size%cu.ycis.Aons): Load 6: Signatiure of Tran®porter Representadve: Receiving FacI t framporary Storage Re anlelive: t Data of Shipment. Timm of Shipment: t i Cate Of Raeeipl: n of R eipl: AM ['� PM t Tfte AN ❑ P Track/Tractor latration: Trafibr Registration(R any): r r t Load Siza(cu,ydaltons): r J. LOG SHEET VOLUME INFORMATION; Total Volume Recorded Thla Page(at.yds.Rona) OowL, Total Carried Forward(cu.ydsJtons): `tL Total Cart'led For"rd and This Pegs(cu,ydeJt0Asj; Rwraed 1On/94 Page 1 a 1 v , Massachusetts Department of Environmental Protection gWSC-012C Bureau of Waste Site Cleanup BILL OF LADING(pursuant to 370F CMR 40.0030) Release Tracking Number SUMMARY SHEET � - K. SUMMARY OF SHIPMENTS: Daily Volume ed Date of Shipment: Date of Receipt: Number of Loads Shipped: (cu.yds. ons): Z — IZ-t�y Cvl3 Summary Sheet Total Shipped: Bill of Lading Total Shipped (only if different): Revised 10/3/94 Page 1 of 2 Massachusetts Department of Environmental Protection BWSC-012C Bureau of Waste Site Cleanup BILL OF LADING(pursuant to 310 CMR 40.0030 Release Tracking Number SUMMARY SHEET 19 - pi� ONLY COMPLETE ONE COPY OF THIS PAGE AND ATTACH TO THE FINAL COPY OF THE SUMMARY SHEET. L. ACKNOWLEDGMENT OF RECEIPT OF REMEDIATION WASTE AT RECEIVING FACILITY OR TEMPORARY STORAGE: Receiving Facility/Temporary Storage Representative(print): 74illiam R. Reinhardt Manager Title: Signature: ` ��IA Date: M. ACKNOWLEDGMENT OF SHIPMENT AND RECEIPT OF REMEDIATIO" ASTE BY PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: I certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this certification,and that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material informationco in herein is,to the best of my knowledge and belief,true,accurate and complete, I am aware that there are significant penalties,including ut not mited to,possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. I Signature: ay— VIL Date: -� Name of Person(print): Revised 1 0/3/94 Page 2of2 7 •+ New England 02/05/04 FEB 0 Q 2304 <Teehncal.>Rep�rt fir.; Equiva Services GSCMA:98997780 590 Iyannough Rd., Hyannis, MA Project#020811 Accutest Job Number: M37150 Report to: Geologic Services Corporation 15 Bonazzoli Avenue Hudson, MA 01749 ATTN: Blake Thompson Total number of pages in report: 10 4EC p[McCpRO < S Test results contained within this data package meet the requirements /eza'Znd of the National Environmental Laboratory Accreditation Conference Lab Director and/or state specific certification programs as applicable. Certifications:MA(M-MA136) CT(PH-0109) NH(250203) RI(00071) ME(MA136) FL(E87579) NY(11791) NJ(MA926) IL(000589) 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 1 ■ Marlborough,MA 01752 ■ tel:508-481-6200■ fax:508481-7753 ■http://www.accutest.com 1of10 Accutest Laboratories Sample Summary Equiva Services GSCMA:98997780 590 Iyannough Rd., Hyannis, MA Job No: M37150 Project No: Project#020811 Sample ;;11 > > Matrix Client Number Date Time By Received Code Type Sample ID +137 50 1 . .:O1/21/04 11:30 JMS O1/22/04 SO Soil SSP Soil samples reported on a dry weight basis unless otherwise indicated on result page. 2of10 Accutest Laboratories Report of Analysis Page I of 2 Client Sample ID: SSP-1 Lab Sample ID: M37150-1 Date Sampled: 01/21/04 Matrix: SO-Soil Date Received: O1/22/04 Method: SW846 8260B Percent Solids: 95.9 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 I15225.1) 1 01/27/04 SC n/a n/a MSI432 Run#2 Initial Weight Final Volume Methanol Aliquot Run#1 21.7 g 10.0 nil 100 ul Run#2 VOA 8260 List CAS No. Compound Result RL Units Q 67-64-1 Acetone N) ` 120 ug/kg 71-43-2 Benzene ND 12 ug/kg 108-86-1 Bromobenzene TI '; is 120 ug/kg 74-97-5 Bromochloromethane NIJ ';' 120 ug/kg 75-27-4 Bromodichloromethane N13<' < `' >< 48 ug/kg 75-25-2 Bromofonm ND;:;:;;;:;:;;:: :; 48 ug/kg 74-83-9 Bromomethane 48 ug/kg 78-93-3 2-Butanone(MEK) D>` ' ;; ; 120 ug/kg 104-51-8 n-Butylbenzene 11) <' >z 120 ug/kg 135-98-8 sec-Butylbenzene NI3;:; <;; ; 120 ug/kg 98-06-6 tert-Butylbenzene N >> '> 120 ug/kg 75-15-0 Carbon disulfide 1ID;> <' iiii 120 ug/kg 56-23-5 Carbon tetrachloride Z3< `" ; 48 ug/kg 108-90-7 Chlorobenzene ND' : 48 ug/kg 75-00-3 Chloroethane NA 120 ug/kg g g 67-66-3 Chloroform ; ; ><> 48 ug/kg 74-87-3 Chloromethane 120 ug/kg 95-49-8 o-Chlorotoluene ND` 120 ug/kg 106-43-4 p-Chlorotoluene 120 ug/kg 96-12-8 1,2-Dibromo-3-chloropropane:;IID ::::::::::::.::>::;s 120 ug/kg 124-48-1 Dibromochloromethane Nl ;«' ` €><48 ug/kg 106-93-4 1,2-Dibromoethane IND; ;>` ;48 ug/kg 95-50-1 1,2-Dichlorobenzene »<> 48 ug/kg 541-73-1 1,3-Dichlorobenzene ND.::: :::::>::>::>: 48 ug/kg 106-46-7 1,4-Dichlorobenzene NI "< 48 ug/kg 75-71-8 Dichlorodifluoromethane NI348 ug/kg 75-34-3 1,1-Dichloroethane i ><i 48 ug/kg 107-06-2 1,2-Dichloroethane ND;;....._,,,;.., 48 ug/kg 75-35-4 I,1-Dichloroethene p <'` > 48 ug/kg 156-59-2 cis-1,2-Dichloroethene ND;;:::::;:;: ;i; 48 ug/kg 156-60-5 trans-1,2-Dichloroethene P�Ib 48 ug/kg 78-87-5 1,2-Dichloropropane htI) i; ' > <; 48 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 3of10 v , Accutest Laboratories Report of Analysis Page 2 of 2 Client Sample ID: SSP-1 Lab Sample ID: M37150-1 Date Sampled: 01/21/04 Matrix: SO- Soil Date Received: 01/22/04 Method: SW846 8260B Percent Solids: 95.9 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA VOA 8260 List CAS No. Compound Result RL Units Q 142-28-9 1,3-Dichloropropane ITI) 120 ug/kg 594-20-7 2,2-Dichloropropane lD : , : 120 ug/kg 563-58-6 1,1-Dichloropropene .I�ID 120 ug/kg 10061-01-5 cis-1,3-Dichloropropene ND : 48 ug/kg 10061-02-6 trans-l,3-Dichloropropene ND. 48 ug/kg 100-41-4 Ethylbenzene 48 ug/kg 87-68-3 Hexachlorobutadiene liT t 120 ug/kg 591-78-6 2-Hexanone N ; ; 120 ug/kg 74-88-4 Iodomethane 1tID ; 120 ug/kg 98-82-8 Isopropylbenzene ; ; '< 120 ug/kg 99-87-6 p-Isopropyltoluene N ><< < 120 ug/kg 1634-04-4 Methyl Tert Butyl Ether NT} 48 ug/kg 108-10-1 4-Methyl-2-pentanone (MIBK' ND: ;;; ;;;i 120 ug/kg 74-95-3 Methylene bromide 1 120 ug/kg 75-09-2 Methylene chloride NI1 ;;;; ;< 48 ug/kg 91-20-3 Naphthalene NTH;::::: ;';;; 120 ug/kg 103-65-1 n-Propylbenzene >hID 120 ug/kg 100-42-5 Styrene 1b << > 120 ug/kg 630-20-6 1,1,1,2-Tetrachloroethane Ill > ' > < 120 ug/kg 79-34-5 1,1,2,2-Tetrachloroethane 48 ug/kg 127-18-4 Tetrachloroethene Nl) <<> 48 ug/kg 108-88-3 Toluene lib''' 48 ug/kg 87-61-6 1,2,3-Trichlorobenzene ND ' ;' 120 ug/kg 120-82-1 1,2,4-Trichlorobenzene NL) 120 ug/kg 71-55-6 1,1,1-Trichloroethane 48 ug/kg 79-00-5 1,1,2-Trichloroethane 48 ug/kg 79-01-6 Trichloroethene ND.:......,_;;;.; 48 ug/kg 75-69-4 Trichlorofluoromethane .NIA 48 ug/kg 96-18-4 1,2,3-Trichloropropane ND ; ; 120 ug/kg 95-63-6 1,2,4-Trimethylbenzene N ::: _:::;::::;::;:>; 120 ug/kg 108-67-8 1,3,5-Trimethylbenzene ND :;.::; 120 ug/kg 108-05-4 Vinyl Acetate ND 120 ug/kg 75-01-4 Vinyl chloride IID; 48 ug/kg 1330-20-7 Xylene(total) 213 48 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 1868-53-7 Dibromofluoromethane 3:%; ;' 41-154% 2037-26-5 Toluene-D8 :%.: :;,,:::;;::; 59-133% 460-00-4 4-Bromofluorobenzene 42-154% 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 10 Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SSP-1 Lab Sample ID: M37150-1 Date Sampled: 01/21/04 Matrix: SO- Soil Date Received: 01/22/04 Method: SW846 8082 SW846 3545 Percent Solids: 95.9 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run##1 YZ17641.1) 1 01/26/04 ME O1/23/04 OP6674 GYZ699 Run##2 Initial Weight Final Volume Run#/1 15.5 g 10.0 ml Run#{2 PCB List CAS No. Compound Result RL Units Q 12674-11-2 Aroclor 1016 hID 100 ug/kg 11104-28-2 Aroclor 1221 ND 100 ug/kg 11141-16-5 Aroclor 1232 N ';>;>':_ ;; 100 ug/kg 53469-21-9 Aroclor 1242 1 100 u /k 12672-29-6 Aroclor 1248 g g 11097-69-1 Aroclor 1254 Nb 100 u /k 11096-82-5 Aroclor1260 g g II :>> 100 ug/kg CAS No. Surrogate Recoveries Run##1 Run##2 Limits 877-09-8 Tetrachloro-m-xylene 92% 18-135% 877-09-8 Tetrachloro-m-xylene 18-135 2051-24-3 Decachlorobiphenyl 30-154% .2051-24-3 Decachlorobiphenyl $S` 30-154% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 5of10 Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SSP-1 Lab Sample ID: M37150-1 Date Sampled: 01/21/04 Matrix: SO- Soil Date Received: 01/22/04 Method: SW846-8015 SW846 3545 Percent Solids: 95.9 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 P025290.D 1 02/03/04 SL 02/02/04 OP6709 GP01712 Run#2 Initial Weight Final Volume Run#1 15.1 g 1.0 nil Run#2 CAS No. Compound Result RL Units Q TPH-DRO (Semi-VOA) 1 ; < > ' 17 mg/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 3386-33-2 1-Chlorooctadecane 97% 43-137% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 6 of 10 Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SSP-1 Lab Sample ID: M37150-1 Date Sampled: 01/21/04 Matrix: SO- Soil Date Received: 01/22/04 Percent Solids: 95.9 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA Metals Analysis Analyte Result RL Units DF Prep Analyzed By Method Prep Method Arsenic j ;< =>'i i` 0.49 mg/kg 1 01/27/04 01/29/04 LMN SW846 6010B 2 SW8464 Barium G1ii 20 mg/kg 1 01/27/04 01/29/04 LMN SW846 6010B 2 SW846 3050E 4 Cadmium <4 3 0.39 mg/kg 1 01/27/04 01/29/04 LMN SW846 6010B 2 4 - SW846 3050B Chromium 0.98 mg/kg 1 01/27/04 01/29/04 LMN SW846 6010B 2 SW846 4 Lead 3 '; 0.49 mg/kg 1 01/27/04 01/29/04 LMN SW846 6010E 2 SW846 3050B 4 Mercury 03Q 0.030 mg/kg 1 01/26/04 01/26/04 MA SW846 7471A 1 SW846 7471A 3 Selenium ;0 9:$; > ;> 0.98 mg/kg 1 01/27/04 01/29/04 LMN SW846 6010B 2 SW846 3050B 4 Silver p 4 0.49 mg/kg 1 01/27/04 01/29/04 LMN SW846 6010B 2 SW846 3050B 4 (1)Instrument QC Batch: MA4376 (2)Instrument QC Batch: MA4382 (3) Prep QC Batch: MP5127 (4) Prep QC Batch: MP5137 RL = Reporting Limit 7 of 10 Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SSP-1 Lab Sample ID: M37150-1 Date Sampled: 01/21/04 Matrix: SO- Soil Date Received: 01/22/04 Percent Solids: 95.9 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA General Chemistry Analyte Result RL Units DF Analyzed By Method Cyanide Reactivity 1.5 mg/kg 1 01/26/04 BF SW 846 CHAP? Ignitability(Flashpoint) ? s s i; i;<s Deg. F 1 01/30/04 BF SW8461020 Solids, Percent 95 9 % 1 01/23/04 Sx EPA 160.3 M Sulfide Reactivity ::SQ; 50 mg/kg 1 01/26/04 BF SW846 CHAP? pH 3 '» »> su 1 01/23/04 MA SW846 9045 RL = Reporting Limit 8 of 10 Betty Baer From: Jeremiah Smith psmith@ma.gsc-global.comj Sent: Thursday, January 22, 2004 12:57 PM To: Betty Baer Subject: Hyannis-590 lyannough Road Betty, As per our phone call the sample SSP-1 should be sampled for TPH- DRO. Thanks Jeremiah Smith jsmith@ma.gsc-global.com www.gsc-global.com Geologic Services Corp. 15 Bonazzoli Ave Hudson, MA 01749 phone: (978)568-8740 ext. 243 fax: (978)562-5080 NOTICE:This e-mail message and any attachment to this e-mail message may contain confidential information that may be legally privileged. If you are not the intended recipient, you must not review, retransmit, convert to hard-copy, copy, use, or disseminate this e-mail or any attachment to it. If you have received this e-mail in error, please notify us by return e-mail or by telephone at 978.568.8740 and delete this message. Please note that if this e-mail message contains a forwarded message or is a reply to a prior message, some or all of the contents of this message or any attachments may not have been produced by GSC. This notice is automatically appended to each e-mail message sent from GSC. Thank you. 1 ® -���� ` , H L U� 1 �vD v I ACCUTEST JOB 0. 2 7/ 5-Q ®ACCUTEST495v TECHNOLOGYvCEsNTER WEST • BUILDING ONE J MARLBOROUGH,MA 01752 ACCUTEST QUOTE is TEL:508-481-6200 • FAX 508-481-7753 7 CLIENT INFORMATION / FACILITY INFORMATION ANALYTICAL INFORMATION MATRIX CODES mmmm �✓�C�jfOG�y<eJ`U'G� C-U�Q DW WDRINKI �G 7 "Erb„ Y PROJECT NAME n a �( GW- WATER D � _. AgPRE S LO ATION W WASTE W- WATER so- say CITY // STATE ZIP PjIOJECT NO. SL- SLUDGE 01- OIL LIQ- OTHER SEND REPORT TO: FAX# �/ ��/ (J _ PHONE# G c,C� ��'� 93 —i SOL-OLIQUID THER ACCUTEST COLLECTION >K U. : -I � g PRESERVATION SOLID S SAMPLE# FIELD ID/POINT OF COLLECTION SAMPLED us DATE TIME BY. g "s = z z �p LAB USE ONLY 5 /��r�b� Jt36 �';5 So DATA TURNAROUND INFORMATION DATA DELIVERABLE INFORMATION COMMENTS/REMARKS 14 DAYS STANDARD APPROVED BY- ❑ STANDARD ❑ 7 DAYS RUSH ❑ COMMERCIAL"B" ❑ 48 HOUR EMERGENCY Cl DISK DELIVERABLE ❑ OTHER ❑ STATE FORMS 14 DAY TURNAROUND HARDCOPY.EMERGENCY OR RUSH IS FAX ❑ OTHER(SPECIFY) DATA UNLESS PREVIOUSLY APPROVED SAMPLE CUSTODY MUST SE DOCUMENTED BELOW EACH TIME S4,A LES 9KANWPOSSESION,1 CLUDING COURIER DELIVERY RELI N BY PL R. DATE TINE: RECEM BY: RELINO BY: DA TIM ECEIVED BY: 2. IRkiAIDMHEn BY: DATE TIM RECEIVED BY: RE OUISH Y: ATE ME R EO BY: 3 /L + :s"t 3. 4. 4. . ORELINGUISWED B DATE TIME: CEIVED BY: SEAL• PRESERVE WHERE APPLICABLE ON ICE TEMPERATURE 5. 5. 0 C Y + All Geologic Services Waybill#20864880256 Corporation March 15,2004 science,engineering&technology Massachusetts Department of Environmental Protection RECEIVED Southeast Regional Office 20 Riverside Drive Lakeville,Massachusetts 02346 MAR 18 2004 Re: Class A-1 Response Action Outcome Statement TOWN OF BARNSTA13LE Former Shell Service Station#137772 HEALTH DEPT. 590 Iyannough Road Hyannis,Massachusetts RTN 4-18156 To Whom It May Concern: On behalf of Motiva Enterprises LLC(Motiva),Geologic Services Corporation(GSC)has prepared the attached Class A-1 Response Action Outcome(RAO)Statement and associated Form BWSC-104 for the above referenced site. The attached documents have been prepared under the direction of Licensed Site Professional(LSP)Mr. Scott K. Parker(LSP#9969)of GSC. The Class A-1 RAO has been prepared to document response actions conducted to address soil conditions in the vicinity of the former hydraulic lifts at the subject site. Pursuant to 310 CMR 40.0446(3) a RAM Completion Report is not required for the activities described herein as this RAO has been submitted within 120 days of the Release Abatement Measure(RAM)Plan(January 15,2004). By copy of this letter,the Chief Municipal Officer and the Director of the Board of Health have been notified of these ativities. Should you have any questions,please do not hesitate to contact Mr.David Weeks of Shell Oil Products U.S.(SOPUS) at(845)462-5225 or the undersigned at(978)568-8740. Sincerely, Geologic Services Corporation lake Thompson Scott K.Parker,L.S.P. Project Manager Senior Project Manager cc: Mr.David B.Weeks,SOPUS,PMB 301; 1830 South Road,Unit 24 Wappingers Falls,NY 12590 Mr.John Klimm,Hyannis Town Administrator,367 Main Street,Hyannis,MA 02601 "Mr.Thomas Mckean,Hy- yannis Board of Health,200 Main Street;Hyannis,-MA 02601� Enclosures: Attachment A: Figures Figure 1 -Locus Plan Figure 2-Site Plan Figure 3-In-Situ Soil Sample Location Plan Attachment B: Table Table 1 -In-Situ Soil Sample Analytical Results-Polynuclear Aromatics and Extractable Petroleum Hydrocarbons Attachment C: Laboratory Analytical Results'and Bill of Lading Ref.#02081 I_Rpt_Class A-I RAO 03-04 Providing Environmental Management Solutions to Business and Industry Since 1982 A 100% Employee-Owned ESOP Company 15 Bonazzoli Avenue• Hudson, MA 01749 • Tel: 978.568.8740 1 800.522.8740 • Fax: 978.568.9316 www.gsc-global.com Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE A� CTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) ® - 18156 A. SITE LOCATION: 1. Site Name/Location Aid: Former Shell Service Station #137772 2. Street Address: 590 lyannough Road 3. City/Town: Hyannis 02601 4. ZIP Code: ❑ 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. ❑ a. Tier 1A ❑ b. Tier 1 B ❑ c. Tier 1 C ❑ d. Tier 2 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): :MMiDDmW; © 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 Primary Tier Classified RTN do not need to be listed here. b. Provide s AO Release Tracking Number(s)that are this ❑ - ❑ - 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 i❑ RAO Statement or previously submitted Revised RAO Statements. RTNs that have been previously linked to a Primary Tier Classified RTN do not need to be listed here. b. Provide additional Release Tracking Number(s)that are ❑ - ❑ - �� 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 fisted 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. ❑ 5. Submit an optional Phase I Completion Statement supporting an RAO Statement ❑ 6. Submit a Periodic Review Opinion evaluating the status of a Temporary Solution for a Class C RAO Statement (Section E is optional) ❑ 7. Submit a Retraction of a previously submitted Response Action Outcome Statement(Sections D&E are not required) (All sections of this transmittal form must be filled out unless otherwise noted above) Revised:09118/2002 Page 1 of 7 BWSC1040902001 `Massachusetts Department of Environmental Protection :Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) ® 18156 C. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts) ❑ 1. Assessment and/or Monitoring Only ❑ 2. Temporary Covers or Caps ❑ 3. Deployment of Absorbent or Containment Materials ❑ 4. Temporary water Supplies ❑ 5. Structure Venting System ❑ 6. Temporary Evacuation or Relocation of Residents ❑ 7. Product or NAPL Recovery ❑ 8. Fencing and Sign Posting ❑ 9. Groundwater Treatment Systems ❑ 10.'Soil Vapor Extraction ❑ 11. Bioremediation ❑ 12. Air Sparging 0 13. Removal of Contaminated Soils ❑ a. Re-use, Recycling or Treatment ❑ i.On Site Estimated volume in cubic yards ❑ ii.Off Site Estimated volume in cubic yards iia.Facility Name: Town: State: iib.Facility Name: Town: State: iii.Describe: ❑' b. Landfill ❑ i.Cover Estimated volume in cubic yards Facility Name: Town: State: © ii. Disposal Estimated volume in cubic yards 5 Facility Name: Town: State: ❑ 14. Removal of Drums,Tanks or Containers: a. Describe Quantity and Amount: b. Facility Name: Town: State: c. Facility Name: Town State: Revised:09/18/2002 swsc 1 oaoso2oo2 Page 2 of 7III I I II I II I I I f rl ■ Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME RAO STATEMENT Release Tracking Number a - o Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) 4 18156 C. DESCRIPTION OF RESPONSE ACTIONS(cont.): (check all that apply,for volumes list cumulative amounts) ❑ 15. Removal of Other Contaminated Media: a.Specify Type and Volume: b.Facility Name: Town: State: c. Facility Name: Town: State: ❑ 16. Other Response Actions: Describe: QI 17. Use of Innovative Technologies: Describe: D. 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. ❑ b. A Threat of Release has been eliminated. ❑ 2. Class A-2 RAO: You MUST provide justification that reducing contamination to or approaching background levels is infeasible. ❑ 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 also provide a Phase III report justifying the selection of the engineered barrier. Revised:09/18/2002 II BWSC1040902003 Page 3 of 7III II I III I I II ff Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 `. RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number .Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) ® - 18156 D. RESPONSE ACTION OUTCOME CLASS(cont): ❑ 5. Class B-1 RAO: Specify one of the following: ❑ a. Contamination is consistent with background levels ❑ 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 infeasable. 8. Class C RAO: Specify one: ❑ a. Monitoring ❑ b. Passive Operation and Maintenance ❑ c. Active Operation and Maintenance(defined at 310 CMR 40.0006) E. RESPONSE ACTION OUTCOME INFORMATION: 1. Specify the Risk Characterization Method(s)used to achieve the RAO described above: ❑ a. Method 1 ❑ b.Method 2 ❑ c.Method 3 d. Method Not Applicable-Contamination reduced to or consistent with background,or Threat of Release abated 2. Specify all Soil and Groundwater Categories used in the Risk Characterization. More than one Soil Category and more than one Groundwater Category may apply at a Site. Be sure to check off all APPLICABLE categories. a.Soil Category(ies)Applicable: ❑ i. S-1/GW-1 ❑ iv.S-2/GW-1 ❑ vii.S-3/GW-1 ❑ ii. S-1/GW-2 ❑ v.S-2/GW-2 ❑ viii.S-3/GW-2 ❑ iii. S-1/GW-3 ❑ vi. S-2/GW-3 ❑ ix. S-3/GW-3 b. Groundwater Category(ies)Impacted: ❑ i. GW-1 ❑ ii. GW-2 ❑ iii.GW-3 3. Specify remediation conducted. ❑ a.Check here if soil remediation was conducted. ❑ b.Check here if groundwater remediation was conducted. 4. Estimate the number of acres this RAO Statement applies to: 0.01 Revised:09/18/2002 II BWSCT040902004 Page 4 of 7II II I I I I I f .... ..:.......::......... . # Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) - 18156 F. LSP SIGNATURE AND STAMP: 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 RA O 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)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal. a,rn 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. First Name: Scott K. Parker 2. Last Name: 3. Telephone: (978) 568-8740 4. Ext.: 239 5. FAX: 978-568-9316 p 6. Signal ._. 7. Date: 8. LSP#: 9969 9.LSP Stamp: H OF 4(48s9cyG scorn R, o K P K co 9F I aQ is 0 G. PERSON MAKING SUBMITTAL: 1. Cneck all that apply: a.change in contact name. b.change of address c. change in the person undertaking response actions 2. Name of Organization: Motiva Enterprises LAC 3. Contact First Name: David B. Weeks 4.Last Name: 5. Street: PMB 301, 1830 South Road, Unit 24 6.Title: Sr. Environmental Engineer 7. City/Town: Wappingers Falls NY 12590 8. State: 9. ZIP Code: 10. Telephone: (845) 462-5225 (845) 462-4999 11.Ext.: 12. FAX: Revised:09/18/2002 II swsc; Page 5 of 7 oaoso2oos I II II IIIII II II I I II I I I III I I Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 { Release Tracking Number RESPONSE ACTION OUTCOME (RAO) STATEMENT N. Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) ® - 18156 H. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON MAKING SUBMITTAL: © 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.5(j)) ❑ 4. Any Other Person Making Submittal Specify Relationship: I.REQUIRED ATTACHMENT AND SUBMITTALS: r 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. © 3. 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 ❑ 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 here if required to submit one or more AULs. You must submit an AULTransmittal 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: ❑ 6. 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. ❑ 7. 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. © 8. Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised:09/18/2002 Page 6 of 7 BWSC1040902006 II Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number ® - 18156 Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) Ll C] J. CERTIFICATION OF PERSON MAKING SUBMITTAL: 1.1, David B. Weeks ,attest under the pains and penalties of perjury(i)that I have personally Y examined and am familiar with the information contained in this submittal,including any and all documents accompanyingth' transmittal form a that based on m i . . is ( ) y 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 entityon whose behalf this submittal tal is made am/is aware that there are significant penalties,including,but not limited to, possible 7fineiimpriso ment,f r will Ily submitting false,inaccurate,or incomplete information. l GS Sr. Environmental Engineer 3. Title: Signature 4. For: Motiva Enterprises LLC (Name of person or entity recorded in Section G) (min/dd/yyyy) 5. Check here if the address of the person providing certification is different from address recorded in Section G. 6. Street: 7. City/Town: 8. State: 9. ZIP Code: 10. Telephone: 11.Ext.: 12. FAX: 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:) Revised:09/18/2002 Page 7 of 7 BWSC1040902007 N 0 CLASS A-1 RESPONSE ACTION OUTCOME STATEMENT FORMER SHELL SERVICE STATION#137772 590 IYANNOUGH ROAD HYANNIS,MASSACHUSETTS RTN 4-18156 March 2004 Prepared by: Prepared for: Geologic Services Corporation Motiva Enterprises LLC 15 Bonazzoli Avenue PMB 301; 1830 South Rd,Unit 24 Hudson,MA 01749 Wappingers Falls,NY 12590 (978) 568-8740 (845)462-5225 Project No. 020811 'III Shell Service Station#137772 Geologic Services Corporation Page 1 Introduction Geologic Services Corporation(GSC)was contracted by Motiva Enterprises LLC(Motiva)to prepare a Class A-1 Response Action Outcome(RAO) Statement in accordance with 310 CMR 40.1036 of the Massachusetts Contingency Plan(MCP). Please refer to Figures 1 and 2(Attachment A)for an illustration of the subject site and surrounding area. Background and Regulatory Status In August 1989 Groundwater Technology Inc., (GTI)prepared a Phase— 1 Limited Site Investigation for the Former Shell Service Station#137772 located at 590 Iyannough Road in Hyannis,Massachusetts for Shell Oil Company. The property was listed with the Massachusetts Department of Environmental Protection(MA DEP)on October 15, 1989 as a Location To Be Investigated(LTBI). In April 1990,GTI prepared a Short Term Measure(STM)proposed to manage dissolved petroleum hydrocarbons detected in groundwater beneath the site. The MA DEP issued a Notice of Responsibility(NOR)and Release Tracking Number(RTN)4-793 in August 1990. The NOR approved the STM that GTI proposed in April 1990. GTI submitted a Proposal to Conduct Investigation and Design Activities Prior to Implementation of Short Term Measure Report to the MA DEP in November 1990. The MA DEP approved the proposal and in August 1991 GTI submitted a Results of Investigation and Conceptual Design Activities Prior to Implementation of STM which detailed the completion of the following activities; soil boring and monitoring well installation,pumping well design and installation,groundwater gauging and sampling,slug testing,and soil gas extraction tests. No records were available during the completion of the report for the period of August 1991 though November 1996. On November 4, 1996 Handex submitted a Class B-1 Response Action Outcome(RAO) Statement identifying a condition of"no significant risk". A Release Notification Form(RNF)was submitted to the MA DEP on February 10,2003,which identified a 120-day notification condition of volatile petroleum hydrocarbons(VPH)fractions detected in groundwater samples at concentrations greater than the Reportable Concentrations(RC)for category GW-1 groundwater. The groundwater samples were collected in accordance with an internal Motiva program to evaluate properties located in potentially sensitive areas. On February 24,2003,the MA DEP was notified of a 72-hour reporting condition for VPH fraction concentrations detected in excess of the applicable RC for category GW-1 groundwater within 500 feet of two private water supply wells. These wells were discovered during the completion of local research completed during baseline environmental site assessment activities at the site. In response to the notification,the MA DEP issued RTN 4-17651 to this release condition. Initial Immediate Response Action (IRA)activities were verbally approved by the MA DEP on February 24,2003 and limited to monitoring and assessment activities. Based upon a phone conversation between Mr. Scott K.Parker of GSC and Mr. Mike Moran of the MA DEP,only one RTN was issued as the 120-day notification condition was over- ridden by the 72-hour notification. On June 11,2003 a RAM Plan was submitted to the MA DEP. The RAM Plan was prepared for the appropriate management of petroleum impacted soil and/or groundwater encountered during hydraulic lift removal activities. The hydraulic lifts were removed on July 10,2003 and no remediation waste was generated during the work. The RAM Completion Report was submitted on October 7,2003. Upon review of the in-situ soil sample analytical results,an RNF was submitted to the MA DEP on November 21,2003 for the detection of C11-C22 aromatic hydrocarbons at concentrations greater than the RC S-1 soil standards. MA DEP subsequently issued RTN 4-18156 in response to this condition. Ref. #020811_Rpt_Class A-1 RAO 03-04 Shell Service Station#137772 Geologic Services Corporation Page 2 A Phase I—Initial Site Investigation Report,Numerical Ranking System(NRS)Scoresheet,Tier Classification,and IRA Completion Report was submitted to the MA DEP on December 19,2003 regarding RTN 4-17651. NRS Scoresheet classified the site as Tier 1 C and a Tier 1 C Permit Application was submitted. A Tier 1 C Permit has not yet been issued for RTN 4-17651. A Phase U Scope of Work(SOW) for RTN 4-17651,identifying the installation of soil borings and additional monitoring wells,was submitted in conjunction with the above mentioned reports. On January 15,2004 a RAM Plan was submitted to the MA DEP for RTN 4-18156. The RAM Plan was prepared for the appropriate management of petroleum impacted soil and/or groundwater encountered during over excavation activities. The over excavation activities were conducted for the purpose of removing impacted soils identified during the hydraulic lift removal activities during June 2003. Description of Release/Threat of Release,pursuant to 310 CMR 40.0424(1)(b) During the completion of hydraulic lift removal activities in June 2003, conditions requiring notification of 120-day reporting were encountered. Specifically,C1I-C22 Aromatic hydrocarbons were encountered at concentrations greater than the RC S-1 soil standards. A RNF for this condition was submitted to the MA DEP on November 21,2003. In response to the notification,the MA DEP issued RTN 4-18156 to this condition. Description of Site Conditions and Surrounding Receptors The subject property is comprised of one parcel of land totaling approximately 20,900 square feet located on the northern side of Iyannough Road(Route 132) and the western side of Hinckley Road in Hyannis, Massachusetts. The property is identified by the Town of Barnstable Assessor's Office as lot number 17 on Map 311. The geographical location of the site is summarized below. Lon itude/Latitude 700 17' 22",410 40' 00" Easting/Northing 392,652/4,613,576 The subject property is currently owned by Motiva and is developed with a retail gasoline station building located near the center of the property. The site location and site features are illustrated on Figures 1 and 2,respectively. The property is currently inactive. Three 12,000-gallon double-walled fiberglass gasoline underground storage tanks(USTs),one 500-gallon double walled fiberglass used oil UST, and one 500-gallon double walled fiberglass fuel oil UST are located on the subject property that have been in use at the property since 1989. No aboveground storage tanks(ASTs)exist on the subject property. Two fuel dispenser islands are located on the southern portion of the property. Municipal potable water and sewer services are supplied via connections in Iyannough Road. Other utilities at the subject property include overhead telephone and electric. The majority of the subject property is covered with either bituminous pavement or reinforced concrete. The northern portion of the subject property is landscaped. The subject area is zoned for commercial use. Chill's Restaurant, Cape Opticians,Boomer Car AudioNerizon Wireless,Emerald City Granite Counter Tops,Budget Rent-A-Car, and its associated parking area are located south, southeast, and west of the subject property across Iyannough Road. Wendy's and Pizzeria Uno are located southeast of the subject property across Hinckley Road. New England Tile and a vacant lot abut the property to the northeast and north,respectively. Ref.#020811_Rpt_Class A-1 RAO 03-04 f Shell Service Station#137772 Geologic Services Corporation Page 3 According to the U.S.Geological Survey(USGS)Hyannis Quadrangle,Topographic Map(refer to Figure 1)the closest surface water bodies are two ponds(Fresh Pond and an unnamed pond)located approximately 1,600 feet southwest of the site. There are also two unnamed ponds located approximately 2,100 feet northeast of the subject property. There are no other surface water bodies or wetlands within one-half of a mile of the subject property. According to the Barnstable Water Company,the municipal water supply for the town consists of 11 groundwater supply wells. The subject site is supplied with municipal water. The subject site is located within a MA DEP-approved Wellhead Protection Area(Zone II)designated for three active wells located approximately 4,850 feet east by southeast, 5,150 feet east by southeast,and 5,350 feet east southeast of the subject property,respectively. These wells are on the Maher Electric property and are designated as Maher's 1,2,and 3. A water supply well is located approximately 3,600 feet northeast of the subject property at the Barnstable Municipal Airport. The wells in the vicinity of Mary Dunn Pond(designated Mary Dunn 1,2,3,and 4)are located approximately 4,100 feet northeast,4,500 feet northeast,4,600 feet northeast,and 5,400 feet northeast,respectively. According to the Town of Barnstable Board of Health,the town does not maintain information regarding the locations or construction of private water supply wells. However,according to the Barnstable Water Company,the two properties located northeast of the subject property are not serviced with public water. 'The property located immediately northeast of the subject property is a commercial building which houses New England Tile and the former Planet Earth,Inc. A phone conversation with the property owner confirmed that the building is not supplied with public water and they have a private supply well used for non-potable water. The next property to the northeast is operating as Bugs,Buses and Things,which according to the property owner is also not on public water. They also have a non-potable well. According to the property owner of the New England Tile property and a representative for the Bugs,Buses,and Things,the respective properties obtain drinking water from outside sources. The well at the New England Tile property has been sampled as part of assessment activities associated with RTN 4-17651 and MTBE has been detected at concentrations less than 3.0 ug/l. Subsurface structures within 500 feet of the subject property include several half and full basements. Subsurface utility conduits located along the subject property include,but are not limited to,sewer,natural gas,water,and storm drainage. There are no underground telephone or electric lines,as these utilities are located overhead. According to the USGS Hyannis Quadrangle Topographic Map and GSC site reconnaissance,the closest school is located approximately 3,900 feet south of the subject property. According to the Geographic Information System(GIS)Map,the subject property is located within a Wellhead Protection Area. No other schools,institutions,or other environmentally sensitive areas are known to be located within 2,000 feet of the subject property. Response Actions Completed On January 21,2004,under the observation of GSC personnel,Kessler Installation and Sales(Kessler)of Dedham,Massachusetts excavated,and removed, soil from the vicinity of the former hydraulic lifts. The excavation was performed in the immediate vicinity of the in-situ soil sample Lift#2 NW,in which C11-C22 Aromatics at a concentration above RC S-1 standards were detected. Please refer to Figure 3 (Attachment A)for a depiction of the excavation area and in-situ soil sample locations. The final excavation area was approximately 5' long by 5'wide and 8' deep. No groundwater was encountered during excavation activities. Approximately 5 cubic yards of petroleum impacted soil was removed and stockpiled on poly- sheeting for characterization and disposal. The excavation was backfilled to grade,with clean sand,by Kessler. Ref.020811_Rpt Class A-1 RAO 03-04 Shell Service Station#137772 Geologic Services Corporation Page 4 Soil Sampling During the excavation activities,in-situ soil samples were collected from the three sidewalls and bottom of the excavation. The soil samples were submitted to Accutest Laboratories,Inc. (Accutest)of Marlborough Massachusetts for analysis of Extractable Petroleum Hydrocarbons(EPH)via MA DEP approved methodology. Upon review of the analytical results,none of the soil samples exhibited concentrations of the analytes of concern in excess of their respective laboratory method detection limits. Please refer to Table 1 (Attachment B) for a summary of the in-situ soil sample analytical data. A complete copy of the laboratory analytical report is included as Attachment C. Management of Remediation Waste As noted herein, excavation activities were performed in the areas of the former hydraulic lifts in order to remove petroleum impacted soil. Approximately 5 cubic yards of impacted soil was generated during the course of these activities. On February 12,2004,this petroleum impacted soil(approximately 6 tons as measured by the receiving facility)was transported under a Massachusetts Bill of Lading(BOL)to Aggregate Industries of Stoughton,Massachusetts for recycling. Copies of the Bill of Lading and stockpile soil analytical results are included in Attachment C. Support Of Class A-1 Response Action Outcome Statement The disposal site associated with RTN-18156 is identified as an area approximately 20 feet long by 20 feet wade,which encompasses the excavations associated with the former hydraulic lifts. Refer to Figure 3 for a depiction of the RAO area. Based on the fact that constituents in soil have been reduced to levels consistent with background conditions,site related soils in the vicinity of the former hydraulic lifts pose No Significant Risk of harm to human health, safety,public welfare,or the environment under current and potential future site conditions. Therefore,a Permanent Solution for the site identified as RTN 4-18156 has been achieved. The risk characterization is not contingent upon an Activity and Use Limitation restricting site use and previous soil removal activities were performed at the site and soil conditions have been reduced to background levels. Accordingly,a Class A-1 RAO Statement may be filed for this RTN. Based on this information, it is the opinion of GSC that the requirements of a Class A-1 RAO have been met such that a Permanent Solution has been achieved in accordance with 310 CMR 40.1036(1). Data Usability Assessment The data used to support this RAO was generated pursuant to MA DEP's Compendium of Analytical Methods (CAM)and meets the requirements of presumptive certainty. To meet the requirements of presumptive certainty,the minimum field quality control sample frequency(Table VII of the CAM)has been followed. A review of available data indicates that the data is scientifically valid, defensible,and of a sufficient level of precision,accuracy and representativeness to support the RAO. Additionally, the completeness, comparability, sensitivity of the data set is within acceptable limits. Ref. #020811_Rpt_Class A-I RAO 03-04 ATTACHMENT A Figures �� (� '.� \ i;� o• ����_ Ste` '� la' �� { ; ME p 1 p ■1 I �1' \ ri r,1 . /f• rt ,'',l.�.l Q, r� ` `! \X� r PI rQ*'� M- _ Oki _ .�-� fir 1•' J rr _;�. y i IN Ehl .. lid nunnnuunnu■p uunnnnnnnn■ nunu■nnnnum nnnnnnuuunn ■nnnnnnun■um UTM nunnnnunnnn■ n unnn ■ nuuo • ■un■■� 14 COORDINATES: 4 613 576 ■■ QUADRANGLE 1 1 LATITUDE: ' 4 I 00" LONGITUDE: I' 1 ' FIGURE 1 Notes: 1.Topographic contours are measured in meters. LOCUSPLAN 2.Topographic contour interval= 10 meters. SHELL SERVICE STATION#137772 'i IYANNOUGH ROAD 1 GEOLOGIC SERMCES CORPORAMN IN • •�eologists and EmAronmental Scientists GRASS AREA /0 UST HYDLIFT OEXC—ESW �` N HYDLIFT 0 XC—BOTT M' BUILDING F/0 UST ' ,I L T #2 NW �' 'LIFT #1 NE 2 NE (""mil r' "`1 r�11 ► ►Z+, I'll LIFT # I I I I I I LIFT #1 N -IFT #2 SE � A �1UST 1 I I LIFT #1 BOTTOM LIFT #1 SW IFT #2 SW I /(I IAREAV I I I I I I I I LIFT #1 SE LIFT #2 BOTTOM I I I I I I l Jl Jl J HYDLIFT OEXC-NSW YDLIFT OEXC—WSW r_ CANOPY- ASPHALT I I GT-4 \ C* DISPENSER I I GT-1 ISLANDS I I 0 20 KEY Scale in feet — - PROPERTY BOUNDARY ""..•• AREA OF RAO MONITORING WELL F/O FUEL OIL IN-SITU SOIL U/0 USED OIL FIGURE 3 SAMPLE LOCATION IN-SITU SOIL SAMPLE LOCATION PLAN UST UNDERGROUND SHELL SERVICE STATION #137772 FORMER IN-SITU SOIL STORAGE TANK 590 IYANNOUGH ROAD SAMPLE ASSOCIATED WITH X x FENCE LINE HYANNIS, MASSACHUSETTS 6/03 EXCAVATION GSC REF.: 020811.021NSITU CHECKED BY: j 1 APPROXIMATE LIMIT OF APPROXIMATE LIMIT DRAFTEb B-Y-.-= L_ _I 6/03 EXCAVATIONS ® OF 1/04 REVISED BY: ANG 4 C GEOLOGIC SERVICES CORPORATION EXCAVATION SOURCE: GSC FIELD RECONNAISSANCE Hydrogeologists and Environmental Scientists 15 Bonazzoli Avenue • Hudson,MA 01749 • (978)568-8740 i ATTACHMENT B Table Table 1 Page 1 of I In-Situ Soil Sample Analytical Results-Polynuclear Aromatics and Extractable Petroleum Hydrocarbons Shell Service Station#137772 590lyannough Road Hyannis,MA July 10,2003 through January 21,2004 Sample Date Depth Acenaph Acenaph Anthracene B(a)A B(a)P B(b)F B(g,h,i)P B(k)F Chrysene DibemAa,h)- Napthalene Fluoranthen Fluorene I(1,2,3-cd)P 2-Methyl- Phen- Pyrene C.-Cl. Ct,-C3s Ct.-Crr ID then. fhylene anthracene naphthalene anthrene ABphatics Aaphatics Aromatics (ft) (ug/g) (ug/g) (u/) (ug/) (u g) (ug/g) (u VO (ug/g) (ug/g) (ug/g) (ug/) (ug/g) (ug/g) (u ) (ug/g) (ug/g) (u/) (ug/g) (ug/g) (u ) MCP Soil Standards S-1/G1V-1 20 Ion 1000 0.7 0.7 0.7 1000 7.0 7.0 0.7 4.0 1000 400 0.7 4.0 700 741 ]000 2500 2n0 LIFT#I BOTTOM 7/10/03 8.5 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <S.9 19.7 200 LIFT' I NE 7/10/03 8 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 c0.56 <0.56 <0.36 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <6.8 <9,0 <19 LIFT#I NW 7/10/03 8 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <O.S <6.0 10.1 <I7 LIFT#1 SE 7/10/03 8 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <6.4 20.6 <I8 LIFO#I SW 7/10/03 8 <0.51 <0. 11 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <q.51 <0.51 <0.51 <6.1 I2 <I7 LIFT#2 BOTTOM 7/10/03 8.5 J<0.49 0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <6.2 <12 <18 Lff'I'#2 NE 7/10/03 8 0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <6.2 <8.2 <Ig LIFT#2 NWT 7/10/03 8 O.S2 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 55.4 1410 LIFT#2SE 7/10/03 8 0.51 <0.51 <0.51 <0.51 <O.SI <0.51 <0.51 <0.51 <0.51 <0.51 <0.5] <0.51 <0.51 <O.SI <0.51 <0.51 <6.1 <8.2 q7 LTFT#2SW 7/10/03 8 0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <6.3 <8.4 <18 HYDLR"I'OEXC-NSW 121/04 7-8 0.49 <049 <049 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <5.8 <78 <17 HYDLFTOEXC-WSW 1/21/04 7-8 <0.5 <05 <05 <05 <05 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <05 <0.5 <5.9 Q.9 <I7HYDLIFTOEXC-WSW 12I/04 7-8 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <5.0 <8.0 q7 HYDLIFTOEXC-BOTTOM 121/04 9 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.46 <0.48 <0.48 <5.7 <7.6 <I6 Notes: ug/g-micrograms per gram(parts per million) MTBE-methyl tertiary butyl ether <0.6-not detected(method detection limit included) B(a)A-Benzo(a)anthracene B(a)P-Benzo(a)pyrene B(b)F-Benzo(b)fluoranthme B(g,h,i)P-Benzo(g,h,i)perylene B(k)F-Benzo(k)fluonmthene 1(1,2,3-cd)P-Indeno(1,2,3-cd)pyrene MCP Soil Standard-Massachusetts Contigency Plan Method 1 Risk Characterization Standard for soil Shading-Reported concentration exceeds the applicable standards •Former In-Situ soil sample associated with 6/03 excavation 3/92004 GEOLOGIC SERVICES CORPORATION Ref.#02081 1_Tbi_soil-pah-eph _ science,engineering,&technology 15 Bonazzoli Ava,Hudson,MA ATTACHMENT C Laboratory Analytical and Bill of Lading f e-Hardcopy 2.0 Automated Report °° . New England 01/26/04 L.,i_b -f_a t o r i e Technical Report for Equiva Services GSCMA:98997780 590 Iyannough Rd., Hyannis, MA Project# 020811 Accutest job Number: M37145 Report to: Geologic Services Corporation bthompson@ma-gsc-global.com ATTN: Blake Thompson Total number of pages in report: 13 -A a i Test results contained within this data package meet the requirements /eza Znd of the National Environmental Laboratory Accreditation Conference Lab Director and/or state specific certification programs as applicable. Certifications:MA(M-MA136) CT(PH-0109) NH(250203) RI(00071) ME(MA136) FL(E87579) NY(11791) NJ(MA926) IL(000589) 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 1 • Marlborough,MA 01752 • tel:508-481-6200 • fax:508-481-7753 • http://www.accutest.com ®® 1 of 13 A ST Table ®f Contents Sections: -1- Section 1: Sample Summary ................................................................................................... 3 Section2: Sample Results ........................................................................................................ 4 2.1: M37145-1: HYDLIFTOEXC-NSW-7-8. ....................... 2.2: M37145-2: HYDLIFTOEXC-ESW-7-8. ...................................................................... 5 2.3: M37145-3: HYDLIF FOEXC-WSW-7-8. ..................................................................... 6 2.4: M37145-4: HYDLIFTOEXC-BOTTOM-9. ................................................................. 7 Section3: Misc. Forms............................................................................................................ 8 3.1: Chain of Custody ........................................................................................................... 9 3.2: EPH Form ...................................................................................................................... 10 ®® 2of13 1 Accutest Laboratories Sample Summary Equiva Services GSCMA:98997780 590 Iyannough Rd., Hyannis, MA Job No: M37145 Project No: Project#020811 Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID M37145-1 01/21/04 11:10 JMS 01/22/04 SO Soil HYDLIFTOEXC-NSW-7-8' M37145-2 01/21/04 11:05 JMS 01/22/04 SO Soil HYDLIFTOEXC-ESW-7-8' M37145-3 01/21/04 11:15 JMS 01/22/04 SO Soil HYDLIFTOEXC-WSW-7-8' M37145-4 01/21/04 11:20 JMS 01/22/04 SO Soil HYDLIFTOEXC-BOTTOM-9' Soil samples reported on a dry weight basis unless otherwise indicated on result page. ®® 3of13 A ST N Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: HYDLIFTOEXC-NSW-7-8' Lab Sample ID: M37145-1 Date Sampled: 01/21/04 Matrix: SO-Soil Date Received: 01/22/04 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 98.1 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO25060.1) 1 01/25/04 SL O1/22/04 ' OP6669 GPO1703 Run#2 Initial Weight Final Volume Run#1 10.5 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 490 ug/kg 208-96-8 Acenaphthylene ND 490 ug/kg 120-12-7 Anthracene ND 490 ug/kg 56-55-3 Benzo(a)anthracene ND 490 ug/kg 50-32-8 Benzo(a)pyrene ND 490 ug/kg 205-99-2 Benzo(b)fluoranthene ND 490 ug/kg 191-24-2 Benzo(g h,i)perylene ND 490 ug/kg 207-08-9 Benzo(k)fluoranthene ND 490 ug/kg 218-01-9 Chrysene ND 490 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 490 ug/kg 206-44-0 Fluoranthene ND 490 ug/kg 86-73-7 Fluorene ND 490 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 490 ug/kg 91-57-6 2-Methylnaphthalene ND 490 ug/kg 91-20-3 Naphthalene ND 490 ug/kg 85-01-8 Phenanthrene ND 490 ug/kg 129-00-0 Pyrene ND 490 ug/kg C11-C22 Aromatics (Unadj.) ND 17000 ug/kg C9-C18 Aliphatics ND 5800 ug/kg C19-06 Aliphatics ND 7800 ug/kg CII-C22 Aromatics ND 17000 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 84-15-1 o-Terphenyl 86% 40-140% 321-60-8 2-Fluorobiphenyl 91% 40-140% 580-13-2 2-Bromonaphthalene 86% 40-140% 3386-33-2 1-Chlorooctadecane 89% 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 ®® 4 of 1: IRACCUTE S'I ....._.__.........._..... ... . ti Accutest Laboratories iv Report of Analysis Page 1 of 1 Client Sample ID: HYDLIFTOEXC-ESW-7-8' Lab Sample ID: M37145-2 Date Sampled: 01/21/04 Matrix: SO-Soil Date Received: 01/22/04 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 98.6 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO25061.1) 1 01/25/04 SL 01/22/04 OP6669 GPO1703 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 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 ND 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 ND 500 ug/kg C11-C22 Aromatics (Unadj.) ND 17000 ug/kg C9-C18 Aliphatics ND 5900 ug/kg C19-06 Aliphatics ND 7900 ug/kg CII-C22 Aromatics ND 17000 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 84-15-1 o-Terphenyl 88% 40-140% 321-60-8 2-Fluorobiphenyl 94% 40-140% 580-13-2 2-Bromonaphthalene 97% 40-140% 3386-33-2 1-Chlorooctadecane 89% 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 ® 5 of 13 ST N Accutest Laboratories is Report of Analysis Page 1 of 1 Client Sample ID: HYDLIFTOEXC-WSW-7-8' Lab Sample ID: M37145-3 Date Sampled: 01/21/04 Matrix: SO-Soil Date Received: 01/22/04 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 98.2 Project: GSCMA:98997780 590 lyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO25062.1) 1 01/25/04 SL O1/22/04 OP6669 GPO1703 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 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 ND 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 ND 500 ug/kg C11-C22 Aromatics (Unadj.) ND 17000 ug/kg C9-C18 Aliphatics ND 6000 ug/kg C19-06 Aliphatics ND 8000 ug/kg C11-C22 Aromatics ND 17000 ug/kg CAS No. Surrogate Recoveries Run# I Run#2 Limits 84-15-1 o-Terphenyl 86% 40-140% 321-60-8 2-Fluorobiphenyl 85% 40-140% 580-13-2 2-Bromonaphthalene 70% 40-140% 3386-33-2 1-Chlorooctadecane 84% 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 6 of 13 .....__....... . ........ J N Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: HYDLIFTOEXC-BOTTOM-9' Lab Sample ID: M37145-4 Date Sampled: O1/21/04 Matrix: SO-Soil Date Received: 01/22/04 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 98.2 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO25063.1) 1 01/26/04 SL O1/22/04 OP6669 GPO1703 Run#2 Initial Weight Final Volume Run#1 10.7 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND 480 ug/kg 208-96-8 Acenaphthylene ND 480 ug/kg 120-12-7 Anthracene ND 480 ug/kg 56-55-3 Benzo(a)anthracene ND 480 ug/kg 50-32-8 Benzo(a)pyrene ND 480 ug/kg 205-99-2 Benzo(b)fluoranthene ND 480 ug/kg 191-24-2 Benzo(g h,i)perylene ND 480 ug/kg 207-08-9 Benzo(k)fluoranthene ND 480 ug/kg 218-01-9 Chrysene ND 480 ug/kg 53-70-3 Dibenz(a,h)anthracene ND 480 ug/kg 206-44-0 Fluoranthene ND 480 ug/kg 86-73-7 Fluorene ND 480 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 480 ug/kg 91-57-6 2-Methylnaphthalene ND 480 ug/kg 91-20-3 Naphthalene ND 480 ug/kg 85-01-8 Phenanthrene ND 480 ug/kg 129-00-0 Pyrene ND 480 ug/kg C11-C22 Aromatics (Unadj.) ND 16000 ug/kg C9-C18 Ali hatics ND 5700 P ug/kg g g C19-C36 Ali hatics ND 76 P 00 ug/kg C11-C22 Aromatics ND 16000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl 87% 40-140% 321-60-8 2-Fluorobiphenyl 91% 40-140% 580-13-2 2-Bromonaphthalene 79% 40-140% 3386-33-2 1-Chlorooctadecane 88% 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 (M® 7 of 13 ST ._. Accutest Laboratories Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody • EPH Form E® 8 of A c f ®d CHAIN Ulu' U U STUll Y �/�� ����� AOCUTESTJOB« �j��i// ® L.I��� G�7 �© 495TECHAkX0GYCEMER WEST•BURDRVGONE l J J MARLBOROLASN,MA 01752 aauTEST QUOTE« TEL:50S•481.8200•FAX-50S-481.77ST MMMM CLIENT INFORMATION MMM FACILTTY INFORMATION MMANALYTICALWIFORMATION WWMATRIXCOOESD 5-11 ��sw► � /377-la J! DW•DRRiKR76 WATER OW-GROUND E 9Onu2201( P�JCTE^oW 'b�. T/ Y„0 WATER Bp ss�� p��yA o WW•WASTE ..L �7eurb im__ �/' I�GC��FHp�_�� ��7 SOIL WATER �,),,, /r+o pd� ATE DP G#C9d0$II � OL E SnID RBOR7T? v7��j A L C -OTHER PHONE# /'r) �5����G FAX! "77g S6 C"7 3I6 O SIX-OTHERTHER ACCUTES7 COLLECTION EAVATION SOLID SAMPLE I FIELD ID/POINT OF COLLECTION DATE TIME a $ U LAB USE ONLY SY i 9� 5- NSW-7`9 IlaUo1 11 D -7715 C0 —ESw-_� IIaS 3 - w5 w---1-v 1115 sm DATA TURNAROUND INFORMATION Em DATA DELIVERABLE INFORMATION COMMENTSIREMARKS ❑ 14 DAYS STANDARD APPROVED BY: ❑ STANDARD I/F /I. ' ❑ T DAYS RUSH ❑ COMMERCIAL'B• A-e v� 48 HOUR CY ❑ DISK DELIVERABLE ❑ STATE FORMS 14 DAY TURNAROUND HARDCOPY.ENEROERCY OR RUSH IS FAX ❑ OTHER(SPECIFY) DATA UNLESS PREVIOUSLY APPROVED SAMPLE CUSTODY MUST BE DOCUMENTED BELOW EACH TIME SAM,9AS CHANG SESION,INCLUDING COURIER DELIVERY HOED SAM r4 REIRIOU BY: DA RECE1VFDen BSNED BY: DATE nME: RECEIVED BV: q ATE 10MAftemeY_ 4, er A RECENm OY: SEALS PRESERVE WHERE APPLICABLE DH G7 ICE TORE 5. b. ❑ - / c- MM37145: Chain of Custody Page 1 of 1 M® 9 of 13 A MADEP EPH FORM atrtxr Aqueous Soil Sediment Other Gontalners+ ,.-u,� x Sntisfacto Broken Leaking A ueou; resevattv�s; N/A H>2 Tem eau�re Received on Ice Received at 4 Deg. C Other d Rec'd at 1.1 deg C zt�acton . ettio�y F- SW846 3545 Method for Ranges: MADEP EPH 98-1 Client ID: HYDLIFTOEXC-NSW-7-8' Lab ID: M37145-1 N Method for Targets: MADEP EPH 98-1 Date Collected: 1/21/2004 Date Received: 1/22/2004 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 1/22/2004 1/25/2004 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 98.1 1 N/A Unadiusted Ranges CAS# Units Result RDL 2 C11-C22 Aromatics(Unadj.) ug/kg ND A 17000 Diesel PAH Analvtes 2-Methylnaphthalene 91-57-6 ug/kg ND 490 Phenanthrene 85-01-8 ug/kg ND 490 Acenaphthene 83-32-9 ug/kg ND 490 Naphthalene 91-20-3 ug/kg ND 490 Other Target PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 490 Anthracene 120-12-7 ug/kg ND 490 Benzo(a)anthracene 56-55-3 ug/kg ND 490 Benzo(a)pyrene 50-32-8 ug/kg ND 490 Benzo(b)fluoranthene 205-99-2 ug/kg ND 490 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 490 Benzo(k)fluoranthene 207-08-9 ug/kg ND 490 Chrysene 218-01-9 ug/kg ND 490 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 490 Fiuoranthene 206-44-0 ug/kg ND 490 Fluorene 86-73-7 ug/kg ND 490 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 490 Pyrene 129-00-0 ug/kg ND 490 Adjusted Ranges C9-Cl8 Aliphatics ug/kg ND A 5800 C19-C36Aliphatics ug/kg ND" 7800 C11-C22 Aromatics ug/kg ND B 17000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 89 40-140% o-Terphenyl % 86 40-140% 2-Fluorobiphenyl % 91 40-140% 2-Bromonaphthalene % 86 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z AV qualifier indicates an estimated value Were all!QA/QC procedures REQUIRED by the EPH Method followed? V Yes ❑ No-Details Attatched Were all performancelacceptance standards for required QA/QC procedures achieved? V Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? 6 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 Direct r ®® 10 of 13 Printed Name Reza Tand Date 1/26/2004 0ACCUTEST. MADEP EPH FORM A ueous 0 Soil In/ Sediment F1 Other Contat Satisfacto Broken El Leaking Aessreservattyes� N/A H <_2 H >2 Tern`eta u�e ��_,- Received on Ice Received at 4 Deg.C Other d Rec'd at 1.1 deg C Oc 25 io 000 SW846 3545- - w Method for Ranges: MADEP EPH 98-1 Client ID: HYDLIFTOEXC-ESW-7-8' Lab ID: M37145-2 Method for Targets: MADEP EPH 98-1 Date Collected: 1/21/2004 Date Received: 1/22/2004 EPHi Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 1/22/2004 1/25/2004 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 98.6 1 N/A Unadiusted Ranges CAS# Units Result RDL g C 11-C22 Aromatics(Unadj.) ug/kg ND" 17000 Diesel PAH Analvtes 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 Analvtes 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 Adjusted Ranges C9-C18 Aliphatics ug/kg ND A 5900 C19-C36 Aliphatics ug/kg ND A 7900 C11-C22 Aromatics ug/kg ND B 17000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 89 40-140% o-Terphenyl % 88 40-140% 2-Fluorobiphenyl % 94 40-140% 2-Bromonaphthalene % 97 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Anatytes Z AV qualifier indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? 0 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? 0 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 FUM 11 of 13 Reza Tand Printed Name Date 1/26/2004 MA f MADEP EPH FORM a4 Aqueous Soil Sediment Other � ¢ os tainers ., � Satisfacto Broken Leakin A{�ousPrdserrat� N/A R1 PH<=2 Tem, atule{{ H>2 Received on Ice n Recei ecil. C Other �/ Rec'd at 1.1 deg C E ttrac�' iora eVf 1 thod gyyg46 3545 w Method for Ranges: MADEP EPH 98-1 Client ID: HYDLIFTOEXC-WSW-7-8' Lab ID: M37145-3 Method for Targets: MADEP EPH 98-1 Date Collected: 1/21/2004 Date Received: 1/22/2004 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 1/22/2004 1/25/2004 EPH Fractionation 2-Fluorobiphenyl %Solids: N/A Surrogate Standards. Low Dilution: High Dilution: usted Ranges 2-Bromonaphthalene 98•2 1 N/A FPhenanthrene C11-C22 Aromatics(Unadj.) CAS# Units Result RDL S ug/kg ND" PAH Analvtes 17000 2-Methylnaphthatene 91-57-6 ug/kg ND 500 85-01-8 ug/kg ND 500 Acenaphthene 83-32-9 ug/kg ND Naphthalene 500 91-20-3 ug/kg ND 500 Other Target PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND Anthracene 500 120-12-7 ug/kg ND 500 Benzo(a)anthracene 56-55-3 ug/kg ND a 500 Benzo ( )pyrene 50-32-8 ug/kg ND 500 Benzo(b)fluoranthene 205-99-2 ug/kg ND Benzo a 500 (9,h,i)P rYlene 191-24-2 ug/kg ND 500 Benzo(k)fluoranthene 207-08-9 ug/kg ND Chrysene 500 218-01-9 ug/kg ND 500 Dibenz(a,h)anthracene 53-70-3 ug/kg ND Fluoranthene 500 206-44-0 ug/kg ND 500 Fluorene 86-73-7 ug/kg ND Indeno(1,2,3-cd)pyrene 500 193-39-5 ug/kg ND 500 Pyrene 129-00-0 ug/kg ND Adtuste_ d Ranoes 500 C9-Cl8 Aliphatics ug/kg ND A C19-C36 Aliphatics 6000 ug/kg ND" 8000 C11-C22 Aromatics ug/kg ND e Surrogate Recoveries 17000 1-Chlorooctadecane Acceptance Range o-Terphenyl 84 40-140% 2-Fluorobiphenyl 86 40-140%% 85 40-140 2-Bromonaphthalene ° /0 70 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogates)and/or internal standards eluting in that range B H11fdrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in that range.C11C22 Aromatic Hydrocarbons exclude the concentration of Target PAN Analytes Z A'J'qualifier indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? Were all performance/acceptance standards for required QA/QC procedures achieved? WYeW Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? VNo ❑ No-Details Attatched 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 Directnr Printed Name Date Olin of 13 Reza Tan 1/26/2004 S; MADEP EPH FORM Matiz r j A ueous Soil WL Sediment F1 Other Cotita Satisfacto Broken Leaking a. ueouS�Pese�atives N/A � H r_2 H>2 T }fa1 erat A&M Received on Ice n Received at 4 Deg. C P Other d Rec'd at 1.1 deg C �A"_B io Ike hod rye SW846 3545 _ w Method for Ranges: MADEP EPH 98-1 Client ID: HYDLIFTOEXC-BOTTOM- Lab ID: M37145-4 N Method for Targets: MADEP EPH 98-1 Date Collected: 1/21/2004 Date Received: 1/22/2004 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyi 1/22/2004 1/26/2004 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 98.2 1 N/A Unadjusted Ranges CAS# Units Result RDL g C1 1-C22 Aromatics(Unadj.) ug/kg ND" 16000 Diesel PAH Analvtes 2-Methylnaphthalene 91-57-6 ug/kg ND 480 Phenanthrene 85-01-8 ug/kg ND 480 Acenaphthene 83-32-9 ug/kg ND 480 Naphthalene 91-20-3 ug/kg ND 480 Other Target PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 480 Anthracene 120-12-7 ug/kg ND 480 Benzo(a)anthracene 56-55-3 ug/kg ND 480 Benzo(a)pyrene 50-32-8 ug/kg ND 480 Benzo(b)fluoranthene 205-99-2 ug/kg ND 480 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 480 Benzo(k)fluoranthene 207-08-9 ug/kg ND 480 Chrysene 218-01-9 ug/kg ND 480 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 480 Fiuoranthene 206-44-0 ug/kg 9 9 ND 480 Fluoren e 86-73-7 u91k9 ND 480 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 480 Pyrene 129-00-0 ug/kg ND 480 Adjusted Ranges C9-C18 Aliphatics ug/kg ND A 5700 C19-C36 Aliphatics ug/kg ND A 7600 C11-C22 Aromatics ug/kg ND B 16000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 88 40-140% o-Terphenyl % 87 40-140% 2-Fluorobiphenyl % 91 40-140% 2-Bromonaphthalene % 79 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in that range B Hycrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting in that range. C11C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes 2 A'X qualifier 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? DYes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? V 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 La® 13 of 13 Printed Name Reza Tand Date 1/26/2004 GAS February 23,2004 DAVID WEEKS AGGREGATE MOT17VA ENTERPRISES LLC INDUSTRIES PMB 301 1830 SOUTH RD., UNIT 24 WAPPINGER FALLS, NY 12590 Re: Soil, Motiva Enterprises LLC 590 Iyannough Road Hyannis, MA Release Tracking#: 4-18156 Recyclable soil from the above address was received at our facility on February 12, 2004. Attached is the shipper's 109 of soil receipts totaling 6.13 tons along with the Bill of Lading and other receipt documentation.. We will issue a"Certificate of Recycling"upon request after processing. Thank you for recycling soil at our Stoughton facility. Yours truly, William R. Reinhardt Manager, Soil Division AGGREGATE INDUSTRIES Northeast Region 1101 Turnpike Street Stoughton, Massachusetts 02072 Telephone 781-344-1100 Facsimile 781-341-5523 f Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup BILL OF LADING Release Tracking Number' � (pursuant to 310 CMR 40.0030) - 18156 A. LOCATION OF SITE OR DISPOSAL SITE WHERE REMEDIATION WASTE WAS GENERATED: Release Name(optional): Street: 590 Iyannough Road Location Aid: City/Town: Hyannis 02601 ZIP Code: Date/Period of Generation: 1/21/0 4 to: 1/21/0 4 Additional Release Tracking Numbers Associated with this Bill of Lading: 'Note: If this Bill of Lading is the result of a Limited Removal Action(LRA) taken prior to Nowcation, a Release Tracking Number is not needed. B. PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: Name of Organization: Motiva Enterprises LLC NameofContact: David B. Weeks Title: Sr. Environmental Engineer Street: PMB 301, 1830 South Road, Unit 24 Cityfrown: Wappingers Falls State: NY ZIP Code: 12590 Telephone: _(845) 462-5225 Ext.: C. RELATIONSHIP TO RELEASE OF PERSON COZUCTING'RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: Z✓ RP or PRP Specify: W] Owner 0 Operator Generator Transporter Other RP or PRP: Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21E,s.50)) Other Person: If an owner and/or operator is not conducting the response action associated with the Bill of Ladin ovide on contact person,address and telephone number,including any area code and extensi nr for a chaff kno wnment the name, D. TRANSPORTER OR COMMON CARRIER INFORMATION: Transporter/Common Carrier Name: E4 Northeast Contact Person: Bill Conrad Title: Street: 185 Industrial Road, P.O. Box 617 City*rown: Wrentham State: MA ZIP Code: 02093 Telephone: (508) 384-6151 Ext: E. RECEIVING FACILITY/TEMPORARY STORAGE LOCATION: Operator/Facility Name: Aggregate Industries Environmental Services Contact Person: William R. Reinhardt Title: Manager Street: 1101 Turnpike Street City/Town: Stoughton 02072 State: MA ZIP Code: Telephone: 781-341-5500 Ext.: Type of Facility: ✓❑ Asphalt Batch/Cold Mix (check,one) Landfill/Disposal Incinerator Temporary Storage ❑ Asphalt Batch/Hot Mix � Landfill/Daily Cover Other: Thermal Processing ElLandfill/Structural Fill EPA Identification#: Division of Hazardous Waste/Class A Permit#: S-0 -0 Division of Solid Waste Management Permit#: MAD981213 531 Actual/Anticipated Period of Temporary Storage(specify dates if applicable): to: Reason for Temporary Storage: Revised 10/3/94 Page 1 of 3 --� Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup Release Tracking Number' BILL OF LADING (pursuant to 310 CMR 40.0030) 18156 E. RECEIVING FACILITYITEMPORARY STORAGE LOCATION(continued): Temporary Storage Address: Street: City.?own: State: ZIP Code: F. DESCRIPTION OF REMEDIATION WASTE: icheck all that apply) F11 Contaminated Media(check all that apply): Soil O Groundwater O Surface Water O Other- Contaminated Debris(check all that apply): O Vegetation or Organic Debris ODemolition/Construction Waste Inorganic Absorbant Materials O Other. Non-hazardous Uncontainerized Waste(check all that apply): O Non-aqueous Phase Liquid O Other: Non-hazardous Containerized Waste(check all that apply): O Tank Bottoms/Sludges O Containers O Drums OEngineered Impoundments O Other: Type of Contamination(check all that apply): El Gasoline Diesel FuelEl #2 Oil #4 Oil #6 Oil 0 Waste Oil El Kerosene Jet Fuel 12 Other:_ hydraulic lift fluid Estimated Volume of Materials: Cubic Yards: 5 Tons: Other: Contaminant Source(check one/specify): El Transportation Accident El Underground Storage Tank 2 Other: hydraulic lift Response Action Associated with Bill of Lading(check one): El Immediate Response Action E Release Abatement Measure Utility-Related Abatement Measure Limited Removal Action Comprehensive Response Action p p El Other Remediation Waste Charcterization Support Documentation attached: 19� Site History Information El Sampling and Analytical Methods and Procedures W Laboratory Data El Field Screening Data If supporting documentation is not appended,provide an attachment stating thedate and in connection with what document such information was previously submitted to DEP. G. LICENSED SITE PROFESSIONAL(LSP)OPINION: Name o`Organization: Geologic Services Corporation LSP Name: Scott K. Parker Title: . S_ enior Proiect Manager Telephone: . (978) 56 _874P Ext.: ? __ I attest under the pains and penalties of perjury that I have personally examired and am familiar with this submittal,including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of (i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 4.02(2)and(3),and (iii)the provisions of 309 CMR 4.03(5), to the best of my knowledge,information and belief,the assessment actions undertaken to characterize the Remediation Waste which is(are)the subject of this submittal for acceptance at the facility identified in this submittal comply with the applicable provisions of 310 CMR 40.0000,and such facility is permitted to accept Remediation Waste having the characteristics described in This submittal. I am aware that significant penalties may result, including,but not limited to,possible fines and imprisonment,if I submit inbrmation which I kno 'OF accurate or materially incomplete. o Mggs9cyG LSP Signature: Seal: sCOTT Date: Ti el K X P O NJ License Number: _ 9969 Revised 10!3/94 Page 2 of 3 Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup BILL OF LADING Release Tracking Number* (pursuant to 310 CMR 40.0030) � _ 18156 H. CERTIFICATION OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: I certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this certification,and that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information fined herein is,to the best of my knowledge and belief,true,accurate and complete. I am aware that there are significant penalties,includi ut n t limited to,possible fines and imprison nt,for willfully ubmitti false,inaccurate,or incomplete information. Signature: Date: Name of Person(print): David M. Washisk — Agent for M iva Revised 10/3/94 Page 3 of 3 f 02/10/2004 18:29 EQ NORTHEAST, INC. 4 15083848236 NO.718 P05 FEP 10 2004 13: 56 GEOLOGIC SERVICES CORP 197856250S0i P. ' �I Massachusetts Department of Environmental Protection BWSC-0128 Bureau of Waste Site Cleanup BILL OF LADING (pumarrt to 310 CMR 40,0030) Release Tracking Number SUMMARY SHEET OF 16 56 !. LOAD(NFORNIATION: Signotiure of Transporter Representative: Receiving Facll rfemporpry$torag9 Re entativo: Egad 1: I C3ete of 3 'prrtenl: Time of Shi�r .� "" ❑ PM ReI�o1 Re�Pho Time�1 cep Tnx*tTractar RBgietretion; Trellof Registraton(.ratty):~'•' I � , AM A _&JCR 7V �SCo e) ,/3 - I load Size(cu.yds.(tone): g Load 2' Sig%abuts of Transporter RoFnsuittptWe: � ReGaivinpFaciptyrferttporaryStoragaRe sentaVve: r Qaia of ShiprnenC Titre of Shipment: j ❑ AM ❑ PM I Date of Receipt: Time of ceipr t J AM ❑ rA T'xkrr•ractor Regist.$gon: Troller aegiatretlon Of any): Load Size(cu.ydvbris); Load 3: Slgnatluro of Transporter Repreaeniadve: I Receiving Facllityrrai-A Paray Storage R eentgllve; I Date of Shfprnent: Time of Shipment ❑ AM Cj PM I Date of Receipt; Time of [pi: • 'ruckffractor Regi.-traLon: Tray®r Reglmratlon(11 any): Load ❑ AM ❑ I!f t r Ld Size(cu.yde.norla): Load 4: signatiure of Transporter Rapraaernativs: i pti I ReceMnq Faa11ty1Temporery Storage envo: r Dais of Shipment Time of Shipment t Date of Receipt Time of R Ipt AM PM ❑ AM El 'I'I railer Regletretion of any), I ! I ! I load qua(aa,ydsJlons): I Load S: SJgrtsltufe of TrenGportet Representative: + I ' r Receiving FacllkylTamporary Stomaa Re tatNo: t I Dais of shipnr+nt! t I Time of Shipment: Dam of Receipt' Time of R Inl "1 AM ❑ PM I ❑ AM LI " Trudkrrraczor Regizlradorn: TmINr Reglslra4ori(Ifeny): ! Load Size%cu.ycfs.ltens): Load 6: SignBtiure of Transporter Reprvaantadve: Receiving Factlltyll ampotsry Storage Re niative: I Date of shipment True of ShlpmenT: t I Cate Of Raraipt: Tfm3 of R ipt: TrucklTrador Pinglavatlon: Traildir Registration(If any): t — i t Load Size(cu,ydaltcns): r J. LOG SHEET VOLUME INFORMATION; Total Vowma Recorded This Page(cy.yds.rtone) / } w/ �/_ Total Carried Fommrd(cu.yds./tons)_ «LOLLJJO lr• l� Total Carried Forward and This Pege(cu,ydaRona); Bossed 1 o13I94 Page 1 o i i f r Massachusetts Department of Environmental Protection gWSC-012C Bureau of Waste Site Cleanup BILL OF LADING(pursuant to 370F CMR 40.0030) Release Tracking Number SUMMARY SHEET � - K. SUMMARY OF SHIPMENTS: Daily Volume Date of Shipment: Date of Receipt: Number of Loads Shipped: (cu.yds. Mied Summary Sheet Total Shipped: Bill of Lading Total Shipped (only if different): Revised 10/3/94 Page 1 of 2 f , Massachusetts Department of Environmental Protection BWSC-012C Bureau of Waste Site Cleanup BILL OF LADING(pursuant to 310 CMR 40.0030 Release Tracking Number SUMMARY SHEET a - t ONLY COMPLETE ONE COPY OF THIS PAGE AND ATTACH TO THE FINAL COPY OF THE SUMMARY SHEET. L. ACKNOWLEDGMENT OF RECEIPT OF REMEDIATION WASTE AT RECEIVING FACILITY OR TEMPORARY STORAGE: Receiving Facility/Temporary Storage Representative(print): William R. Reinhardt Manager Title: Signature: (j(j'�tA AA A Date: Z Z3 —Q) M. ACKNOWLEDGMENT OF SHIPMENT AND RECEIPT OF REMEDIATIO ASTE BY PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: I certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this certification,and that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information oo in herein is,to the best of my knowledge and belief,true,accurate and complete, I am aware that there are significant penaties,including ut not mited to,possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. Signature: `, � — � j' 81f' 1/4, Date: _ Name of Person(print): vt. , 1/l"4S Gs� Revised 10/3/94 Page 2 of 2 i New England 02/OS/04 7: FEB 0 11 FJM 1 eehnleal Report fOr Equiva Services GSCMA:98997780 590 Iyannough Rd., Hyannis, MA Project#02081 I Accutest Job Number: M37150 Report to: Geologic Services Corporation 15 Bonazzoli Avenue Hudson, MA 01749 ATTN: Blake Thompson Total number of pages in report: 10 p4�C p1 kCCpRO e Test results contained within this data package meet the requirements /ea and of the National Environmental Laboratory Accreditation Conference Lab Director and/or state specific certification programs as applicable. Certifications:MA(M-MA136) CT(PH-0109) NH(250203) RI(00071) ME(MA136) FL(E87579) NY(11791) NJ(MA926) IL(000589) 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 1 ■ Marlborough,MA 01752 ■ tel:508481-6200■ fax:508-481-7753 ■http://www.accutest.com 1of10 1 Accutest Laboratories Sample Summary Equiva Services GSCMA:98997780 590 Iyannough Rd., Hyannis, MA Job No: M37150 Project No: Project#020811 SampleV.;;ollectied> » >> Matrix Client Number Date Time By Received Code Type Sample ID M3: 7IS.Q..1........ 0 11.30 JMS 01/22/04 SO Soil SSP-;:l Soil samples reported on a dry weight basis unless otherwise indicated on result page. 2 of 10 Accutest Laboratories Report of Analysis Page 1 of 2 Client Sample ID: SSP-1 Lab Sample ID: M37150-1 Date Sampled: 01/21/04 Matrix: SO-Soil Date Received: O1/22/04 Method: SW846 8260B Percent Solids: 95.9 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 115225.1) 1 01/27/04 SC n/a n/a MSI432 Run#2 Initial Weight Final Volume Methanol Aliquot Run#1 21.7 g 10.0 nil 100 ul Run#2 VOA 8260 List CAS No. Compound Result RL Units Q 67-64-1 Acetone Nli`> 120 ug/kg 71-43-2 Benzene ND « 12 ug/kg 108-86-1 BromobenzeneI `''; > 120 ug/kg 74-97-5 Bromochloromethane 120 ug/kg 75-27.4 Bromodichloromethane > ;> '< 48 ug/kg 75-25-2 Bromoform 48 ug/kg 74-83-9 Bromomethane 48 ug/kg 78-93-3 2-Butanone(MEK) ND..:....... ..:.. i 120 ug/kg 104-51-8 n-Butylbenzene NU: 120 ug/kg 135-98-8 sec-But lbenzene g g Y <NDi'ri> >> 120 ug/kg 98-06-6 tert-Butylbenzene IUD 120 ug/kg 75-15-0 Carbon disulfide 120 ug/kg 56-23-5 Carbon tetrachloride NJs < ii 48 ug/kg 108-90-7 Chlorobenzene ND`: ;;; 48 ug/kg 75-00-3 Chloroethane 1T7i ;< <> 120 ug/kg 67-66-3 Chloroform 48 ug/kg 74-87-3 Chloromethane ND 120 ug/kg 95-49-8 o-Chlorotoluene g g ND 120 ug/kg 106-43-4 p-Chlorotoluene lA:..... 120 ug/kg '96-12-8 1,2-Dibromo-3-chloropropane ND 120 ug/kg 124-48-1 Dibromochloromethane NIi '!i48 ug/kg 106-93-4 1,2-Dibromoethane <:ND; ;.,:;;: ;::; 48 ug/kg 95-50-1 1,2-Dichlorobenzene ND 48 ug/kg 541-73-1 1,3-Dichlorobenzene IJ < i `< 48 ug/kg 106-46-7 1,4-Dichlorobenzene „NT :,:< ; 48 ug/kg 75-71-8 Dichlorodifluoromethane ND; i; i:;:: 48 ug/kg 75-34-3 1,1-Dichloroethane NT? i 48 ug/kg 107-06-2 1,2-Dichloroethane Di 48 ug/kg 75-354 1,1-Dichloroethene N1i ; ; 48 ug/kg 1.56-59-2 cis-1,2-Dichloroethene 48 ug/kg 156-60-5 trans-1,2-Dichloroethene ND..: 48 ug/kg 78-87-5 1,2-Dichloropropane ND .'....._._,,,_ 48 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 3of10 Accutest Laboratories Report of Analysis Page 2 of 2 Client Sample ID: SSP-1 Lab Sample ID: M37150-1 Date Sampled: 01/21/04 Matrix: SO-Soil Date Received: 01/22/04 Method: SW846 8260B Percent Solids: 95.9 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA VOA 8260 List CAS No. Compound Result RL Units Q 142-28-9 1,3-Dichloropropane 120 ug/kg 594-20-7 2,2-Dichloropropane D'`>'' 120 ug/kg 563-58-6 1,1-Dichloropropee l*f 120 ug/kg 10061-01-5 cis-1,3-Dichloropropee ND;:<;;:;::::<;`::_ 48 ug/kg 10061-02-6 trans-1,3-Dichloropropee ND ;;,:;::<48 ug/kg 100-41-4 Ethylbenzene Nb 48 ug/kg 87-68-3 Hexachlorobutadiene 120 ug/kg 591-78-6 2-Hexanone ND> .. 120 ug/kg 74-88-4 Iodomethane 120 ug/kg 98-82-8 Isopropylbenzene 1D 120 ug/kg 99-87-6 p-Isopropyltoluene 120 ug/kg 1634-04-4 Methyl Tert Butyl Ether ; 13'< ; 48 ug/kg 108-10-1 4-Methyl-2-pentanone(MIBK; T113< >> <<` 120 ug/kg 74-95-3 Methylene bromide iD. 120 ug/kg 75-09-2 Methylene chloride NI3 48 ug/kg 91-20-3 Naphthalene 120 ug/kg 103-65-1 n-Propylbenzene 120 ug/kg 100-42-5 Styrene ND<< ;> 120 ug/kg 630-20-6 1,1,1,2-Tetrachloroethane 120 ug/kg 79-34-5 1,1,2,2-Tetrachloroethane NI3i 48 ug/kg 127-18-4 Tetrachloroethene ND` 48 ug/kg 108-88-3 Toluene ND' `<; ; 48 ug/kg 87-61-6 1,2,3-Trichlorobenzene ND >» ;; <; 120 ug/kg 120-82-1 1,2,4-Trichlorobenzene NI) 120 ug/kg 71-55-6 1,1,1-Trichloroethane I�iD _._........;,:;48 ug/kg 79-00-5 1,1,2-Trichloroethane 48 ug/kg 79-01-6 Trichloroethene NI); 48 ug/kg 75-69-4 Trichlorofluoromethane hITII <48 ug/kg 96-18-4 1,2,3-Trichloropropane IID; 120 ug/kg 95-63-6 1,2,4-Trimethylbenzene ND` 120 ug/kg 108-67-8 1,3,5-Trimethylbenzene N.D.. . .,....._'i 120 ug/kg 108-05-4 Vinyl Acetate ND 120 ug/kg 75-01-4 Vinyl chloride ND; ; ; ; >48 ug/kg .1330-20-7 Xylene(total) 48 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 1868-53-7 Dibromofluoromethane 93 ;r> 41-154% 2037-26-5 Toluene-D8 .91% 59-133 460-00-4 4-Bromofluorobenzene 9 %;:;;:::;: :' 42-154% 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 4of10 Accutest Laboratories Report of Analysis Page I of I Client Sample ID: SSP-1 Lab Sample ID: M37150-1 Date Sampled: 01/21/04 Matrix: SO- Soil Date Received: 01/22/04 Method: SW846 8082 SW846 3545 Percent Solids: 95.9 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 YZ17641.1) 1 01/26/04 ME 01/23/04 OP6674 GYZ699 Run#2 Initial Weight Final Volume Run#1 15.5 g 10.0 ml Run#2 PCB List CAS No. Compound Result RL Units Q 1 2674-1 1-2 Aroclor 1016 100 ug/kg 11104-28-2 Aroclor 1221 100 ug/kg 11141-16-5 Aroclor 1232 100 ug/kg 53469-21-9 Aroclor 1242 I�t ._...._. 100 ug/kg 12672-29-6 Aroclor1248 I�113 100 ug/kg 11097-69-1 Aroclor 1254 100 ug/kg 11096-82-5 Aroclor 1260 NIA>:::::::: '; 100 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 877-09-8 Tetrachloro-m-xylene 18-135% 877-09-8 Tetrachloro-m-xylene gs 18-135% 2051-24-3 Decachlorobiphenyl 9i2;1 ; 30-154% 2051-24-3 Decachlorobiphenyl $ q 30-154% 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 5 of 10 Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SSP-1 Lab Sample ID: M37150-1 Date Sampled: 01/21/04 Matrix. SO-Soil Date Received: O1/22/04 Method: SW846-8015 SW846 3545 Percent Solids: 95.9 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 P025290.D 1 02/03/04 SL 02/02/04 OP6709 GPO1712 Run#2 Initial Weight Final Volume Run#1 15.1 g 1.0 nil Run#2 CAS No. Compound Result RL Units Q TPH-DRO (Semi-VOA) ND 17 mg/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 3386-33-2 1-Chlorooctadecane 9'l% 43-137% 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 6of10 Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SSP-1 Lab Sample ID: M37150-1 Date Sampled: 01/21/04 Matrix: SO-Soil Date Received: 01/22/04 Percent Solids: 95.9 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA Metals Analysis Analyte Result RL Units DF Prep Analyzed By Method Prep Method Arsenic ` ' ; 0.49 mg/kg 1 01/27/04 01/29/04 LMN SW846 6010B 2 SW846 305 4 oB Barium ,7Q `i,: i 20 mg/kg 1 01/27/04 01/29/04 LMN SW846 6010B 2 SW846 3050B 4 Cadmium Q j9 0.39 mg/kg 1 01/27/04 01/29/04 LMN SW846 6010B 2 SW846 3050B 4 Chromium 5 ;;; ;>: : >: 0.98 mg/kg 1 01/27/04 01/29/04 LMN SW846 601OB 2 SW846 3050B 4 Lead 3 <' `<>< 0.49 mg/kg 1 01/27/04 01/29/04 LMN SW846 6010B SW846 2 3050B 4 Mercurypp3Q <0.030 mg/kg 1 01/26/04 01/26/04 MA SW846 7471A 1 SW846 7471A 3 Selenium C0 98 ; 0.98 mg/kg 1 01/27/04 01/29/04 LMN SW846 6010B 2 SW846 3050B 4 Silver 0.49 mg/kg 1 01/27/04 01/29/04 LMN SW846 601OB 2 SW846 3050B 4 (1) Instrument QC Batch: MA4376 (2)Instrument QC Batch: MA4382 (3) Prep QC Batch: MP5127 (4) Prep QC Batch: MP5137 RL = Reporting Limit 7 of 10 Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SSP-1 Lab Sample ID: M37150-1 Date Sampled: 01/21/04 Matrix: SO- Soil Date Received: 01/22/04 Percent Solids: 95.9 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA " General Chemistry Analyte Result RL . Units DF Analyzed By Method Cyanide Reactivity i;l< ; ;»»; ;> 1.5 mg/kg 1 01/26/04 BF SW846 CHAP7 Ignitability(Flashpoint) Deg. F 1 01/30/04 BF SW8461020 Solids, Percent % 1 01/23/04 sx EPA 160.3 M Sulfide Reactivity 5 <<'i' <`i >< 50 m /k 1 g $ 01/26/04 BF SW846 CHAP? PHsu 1 01/23/04 MA SW846 9045 RL = Reporting Limit 8 of to � y Betty Baer From: Jeremiah Smith Osmith@ma.gsc-global.comj Sent: Thursday, January 22, 2004 12:57 PM To: Betty Baer Subject: Hyannis-590 lyannough Road Betty, As per our phone call the sample SSP-1 should be sampled for TPH- DRO. Thanks Jeremiah Smith jsmith@ma.gsc-global.com www.gsc-global.com Geologic Services Corp. 15 Bonazzoli Ave Hudson, MA 01749 phone: (978)568-8740 ext. 243 fax: (978)562-5080 NOTICE: This e-mail message and any attachment to this e-mail message may contain confidential information that may be legally privileged. If you are not the intended recipient, you must not review, retransmit, convert to hard-copy, copy, use, or disseminate this e-mail or any attachment to it. If you have received this e-mail in error, please notify us by return e-mail or by telephone at 978.568.8740 and delete this message. Please note that if this e-mail message contains a forwarded message or is a reply to a prior message,-some or all of the contents of this message or any attachments may not have been produced by GSC. This notice is automatically appended to each e-mail message sent from GSC. Thank you. 1 ACCUTEST JOB is MACCUTESTo 4s5 TECHNOLOGY CENTER WEST • BUILDING ONE MARLBOROUGH,MA 01752 ACCUTEST QUOTE S. TEL:508-481-62W • FAX.•508-481-7753 CLIENT INFORMATION FACILITY INFORMATION 7 ANALYTICAL INFORMATION MATRIX CODES /U•C� � /�i/l s ty "( /J� a �j focp C DW- DRINKIN WATER G J E PR-5;0 NAME^o � n. ` GW- GROUN WATERD AqqPRE S LO ATION !�(p� WW- WASTE TD7l G'7{� �I74cy �G `�7 272t a SO- SWOIILL CITY, , / --- STATE ZIP PrOJECT NO. ) SL- SLUDGE 01- OIL SEND UQ- OTHER PHONE REPORT TO:/^� 1. FAX# �-y 9� , u0 ` soL-OTHER � � T � � ACCUTEST COLLECTION PRESERVATION SOLID SAMPLE# FIELD ID/POINT OF COLLECTION SAMPLED s DATE TIME BY: a s = $ �o . LAB USE ONLY 5 /����6� f t36 �� so x DATA TURNAROUND INFORMATION DATA DELIVERABLE INFORMATION COMMENTS/REMARKS 14 DAYS STANDARD APPROVED BY: ❑ STANDARDC� ❑ 7 DAYS RUSH ❑ COMMERCIAL"B" ' ❑ 48 HOUR EMERGENCY ❑ DISK DELIVERABLE ❑ OTHER ❑ STATE FORMS /l� 14 DAY TURNAROUND HAROCOPY.EMERGENCY OR RUSH IS FAX ❑ OTHER(SPECIFY) DATA UNLESS PREVIOUSLY APPROVED SAMPLE CUSTODY MUST BE DOCUMENTED BELOW EACH TIME SAIll 59XKAN SESION,111CLUDING COURIER DELIVERY RELI N BY PL R. DATE TINE: REC ED BY:/� REUNQ BY: OAT TIN -DECEIVED BY: 1R GUI E BY: DATE TIN RECEIVED BY: R QUISN Y: ATE NE: RE COVED BY: VEIIIC�UIID DATE TIME: WCEIVED BY: SEAL# PRESERVE WHERE APPLICABLE ON ICE TEMPERATURE 5. 5. 0 C COMPLIANCE: CLASS: 1." Marine,Gas Stations,Repai.r TOWN OF B �RNSTABLE Q satisfactory 2. Printers BOARD O ' H EALTH• • • , ; . , . : ; . i3., ,Auto Rgdy Shops O unsatisfactory- 4. Manufacturers COMPANY (see"Orders") S. Retail' Stores 6. Fuel Suppliers ADDRESS Class: 7. Miscellaneous 4` t QUANTITIES AND STORAGE (IN=indoors; OUT=outdoors) ' MAJOR MATERIALS Case lots Drums AbvveTanks Undetgrouad Tanks IN UT IIN IOUT IN IOUT gallonseTest? Fuels: Gasoline, Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil (C) transmission/hydraulic Synthetic Organics: ! degreasers Miscellaneous: DISPOSAL RECLAMATION REMARKS: 1. Sanitary Sewage 2. Water Supply OTown Sewer O Public OOn-site O Private 3. Indoor Floor Drains: YES NO O Holding tank: MDC O Catch basin/Dry well On-site system 4. Outdoor Surface drains:YES NO O Holding tank: MDC O Catch basin/Dry well OOn-site system ` S. Waste Transporter �,•�� ' icensed? Namg,of Hauler_ Destina ion .jWasty Product erso 3rrterviewed =�' F \ \ KEY \ \ —-— PROPERTY BOUNDARY \ MONITORING WELL NEW TILE ENGLAND PIZZERIA A DESTROYED PUMPING WELL UNO c APPROXIMATE LOCATION OF 37 HINCKLEY AVENUE PRIVATE WELL \ O -MANHOLE MW-102 ® CATCH BASIN -�� USED x O i'BMW-101 OIL UST ` UST UNDERGROUND STORAGE TANK r' —W— WATER LINE O C' (—GRASS ` '� —OHW— OVERHEAD WIRES Z 1 —G GAS LINE GASOLINE X FENCE LINE _1 _ UST AREA ' FUEL —f BUILDING OIL UST I I I I I II LOT CANOPY VACANT _ ASPHALT r � I I GT-4� � \ GT-3 � I DISPENSER I ASPHALT GT-1 ISLANDS I 1 p ` I 'y�y 0 30 I IGT GT-5 Scale in feet - L-—---I GT-7—- - ® FIGURE 2 A SITE PLAN PW_1 SHELL SERVICE STATION #137772 O 590 IYANNOUGH ROAD HYANNIS, MASSACHUSETTS G G G G G G G GSC REF.: 02081 1-03SITE CHECKED BY: IYANNO UG H ROAD DRAFTED BY: ANG DATE: 12 18 02 REVISED BY: CD DATE: 6 17 03 0L--��GEOLOGIC SERVICES CORPORATION SOURCE: GSC Field Reconnoissance � a Hydrogeologists and Environmental Scientists 15 Bonaaoli Avenue • Hudson,MA 01749 •(978)568-8740 \ 1 1 \ \ 1 \ 1 \ —-— PROPERTY BOUNDARY i MONITORING WELL 1 � NEW TILE N LAND PIZZERIA A DESTROYED PUMPING WELL UNO APPROXIMATE LOCATION OF 37 HINCKLEY AVENUE \ PRIVATE WELL Z O -MANHOLE MW-102 � - USED \ x ® CATCH BASIN O r'---:�;MW-101 OIL UST \ UST UNDERGROUND STORAGE TANK —W— WATER LINE Q r--GRASS---'� i-i 0 —OHW— OVERHEAD WIRES \Z� G GAS LINE ` X FENCE LINE r r _ GASOLINE UST AREA FUEL �'� BUILDING I II I \ OIL UST VACANT LOT CANOPY_ r ASPHALT r \ GT-3 I I GT-4� ( I DISPENSER I ASPHALT GT-1 ISLANDS I I p ��y 0 30 j jGT�2 GTS Scale in feet I I GT-7 EB L-----J ---' - ® FIGURE 2 A SITE PLAN PW-1 SHELL SERVICE STATION #137772 O 590 IYANNOUGH ROAD FiYANNIS, MASSACHUSETTS G G G G G G G GSC REF.: 020811.03SITE CHECKED BY: IYANNOUGH ROAD DRAFTED BY: ANG DATE: 12 18 02 REVISED BY: CD DATE: 6 17 03 ` f k GEOLOGIC SERVICES CORPORATION SOURCE: GSC Field Reconnaissance L Hydrogeologists and Environmental Scientists 15 Bonaaoli Avenue •Hudson.MA 01749 •(978)568-8740