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1617 FALMOUTH ROAD/RTE 28 - Health (3)
1617 i almoutt terville 4 P� 1 '1 i Sllll___-n •D��D�gy UPC 12534 No.2® 1®3LOR f MABTINa1s MN C20 No. L/ Fee o HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye;_" 11 Yitation for Disposal stem Con trurti �� � � p s on hermit Application for a Permit to Construct( ) Repair( ) Upgrade'( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. �( FWX-CK-N 94/ Owner's Name,Address,and Tel.No. V 0 t, d l -G� Assessor's Map/Parcel ?i j �g 1 6 �, w.* "` V . -3(PC) Installer's Name,Address,and Tel.N D Signer's Name,Address,and Tel.No. �Mc 'I jr` . /(y£ 4 frbcHgerh�G t�' t� Z- Type of Building Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) 1 I G I Other Type of Building ►vl� No.of Persons i(� Showers( ) Cafeteria( y/ Other Fixtures W� � fly) Design Flow(min.required) gpd Design flow provided gpd j Plan Date ® Numberofsheets Revision Date 0�[�Gh. �✓ �" DZ /�'� Title NT r��li�-L'� (ag nj�.lne� (� `�f,2 `1Tl 6P�-�/� 4p�-i� 9ys1'z pQor►u�$ Size of Septic Tank ,(�QV (&.4 d cO4 Type of S.A.S. Description of Soil �y ��vL v� (s. o �Z•�j � 2 r�T Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and m ' nce of the afore described on-site sewage disposal system in. accordance with the provisions of Title 5 of 66viro�/ex►t_I C and n t o lac the system in operation until a Certificate of Compliance has been issued by this and of a1tYi 'V I ��((P f y p Ot� ' ed � Q Date ;Application Approved by Date 1 Application Disapproved by Date for the following reasons Permit No. Date Issued Ya ,. �, u. , R ,. t --,1-� iL ':'T"." ... ' ��• �����'.7.'E•" .+�fi„���t `�" t � t��wt 3 -P(`w" .,! .. VOW PAll�i , 1130 ' No. RJR!= rtt: ! Fee 'THE COMMONWEALTH OF"MASSACHUSETTS Entered in computer: .w - PUBLIC HEALTH DIVISION .TOWN�OF BARNSTABLE, MASSACHUSETTS es Yitation for ]Disposal* stPttt ,dustruction i9ermit ,. r• Application for'a-Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) 5f Comp ete System ❑Individual Components Location Address or Lot No. 1l 1+'FWW CKA14 Owner'sName,Address,and Tel.No. /OLfN j lqt l ^ 06r' s \ o4t}�• V4+f� t Z3 t�0 Assessor's Map/Parcel 2> r j+""' V496, OA T ION , h Installer's Name,Address,and Tel No, �,..� ,(jib p Designer's Name,Address,and TeL No. . r Type of Building Dwelling No.of Bedrooms Lot Size AIIA sq.ft. Garbage Grinder Other Type of Building wt.M�t-f-�Gt No.of Persons J0 Showers( ) Cafeteria( ) V V, Other Fixtures U/( � �Uf i t f, Design Flow(min.required) .- gpd Design flow provided . ] ,. gpd D Plan Date Oe5t`bw�uJ ( .2,0('a-- Numberofsheets '7�- Revision Date'' 1�Dyf1N«�C% C, fl]q R< Title �,�rti�ev<<_zs ✓ ,���'�p;wt �Ts/� �.��, MP•l� pTl 'y�T`r �' r Size of Septic Tank 15 �o-D(,� ,�,/p�j Typpe of S.A.S. p�«,\ l O�iCIR L_/�-ra►A.a g'�t _ ,��(, Description of Soil 54'L 0 ta, ��'"` � P t, �vCs•S �'S tl c."K / -S-ol l 19Z11 1 2.V 1 Nature of Repairs orAlteratiops(Answer when applicable) ' Date-last inspected: r =i Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with,the provisions of Titl�5f th nvironmental Code and np,t to plac the system in operation until a Certificate of 0 IV,Compliance has been issued by this• f ea�th: SigneQ /Ia .�t� ., 7 ,�a Date R' Application Approved by Date K Application Disapproved by / Date f • for the following reasons Permit No. f�/ / Date Issued ---—--- y � THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS x Certificate of Compliance THIS IS TO CERTIFY,that the On-site,Sewage Disposal system Constructed(V Repaired( ) pgraded '-e'Abandoned( by at ( r// /� �f „ has been constructed in accordance a r i 'f ,may ( �� D with the provisions of Title 5 and the for Disposal System Construction Permit No., dated f Y Installer ' r , -Designer: #bedrooms /V A Approved design flo ` (�~ gpd i The issuance of this permit shall not be construed as a guarantee that the system wli l fa.ctio/n1as'designed. Date _ f..l ` ] o 'l.tJ Inspector \r !/vl.J ,{y-- 1Q -- - ------------------- - -- -------------------- - -- No Fee �� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction i3ermit •F Permission is hereby granted to Construct!y Repair( �)/� pgradye�( ) Abandon( System located at �/n Y �"1 r - and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with - Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this.permit. ' Date Approved by No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplit tion for Disposal *pBtpm Construction J)rrmIt Application for a Permit to Construct(Vli Repair( ) Upgrade( ) Abandon( ) W/Complete System ❑Individual Components Location Address or Lot Now T PL D O er's Name,Address,and Tel.No. /M QG7 O{Z Q Ro 6�rL1s Ra p Assessor's Map/Parcel —7 6- p-L AA0J jq 4©?U6 Q Ins lle 's Name,Address and Tel No. Designer's Name,Address,and Tel.No. VAXWX -Nye" I,.k�Pvuc.�. �47ov,D R� N P--�'�I�W y/�A 96 00rw ST q a ® - 1-7 Type of Building: Dwelling No.of Bedrooms Lot Size 5 sq.ft. Garbage Grinder( ) Other Type of Building4k 6 V46NtgWtE No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .��� gpd Design flow provided � gpd Plan Date_101-31/2-01 0 Number of sheets 0 Revision Date 2-2 4 D Title G 4 Te G.jr 4 ! • Size of Septic Tank 30c !Qd t Type of S.A.S. H?.0 LemcmwI4 Description of Soil ,�{EN nV GgAg Et, //W9h1 !A1y h Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed - a OV6 Date Z Application Approved by JF Date Application Disapproved by Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal &pstem Construction 3pernut Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at and as.described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Approved by „. t n No. 1Z Fee , . HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ,T Yes PUBLIC HEALTH,DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitatlon for Disposal 6pstem.-Construction Permit i Application for a Permit to Construct(%/ Repair( ) Upgrade( ).Abandon( ) Vomplete System ❑Individual Components a- Location Address or Lot No. 1619 FA6M ouT Owner's Name,Address,and Tel.No. M PC7 C� CEN-r�vtu R©3 �75 PD i'� MQV1” © 6Q Assessor's Map/Parcel �' Installer's Name,Address,and Tel.No Designer's Name,Address,and Tel.No. T� S r��C- -- Cove�� N '�e l iN(�/ A y 8AX rEQ�ll�y6�•— A)O r N ANA46 Ma z - TType of Buildings - Dwelling No.of Bedrooms Lot Size a sq.ft. Garbage Grinder( ) r. } thei fi'-- Type of-*Building _' , "` ?No.of Persons _ Showers(, ) Cafeteria(-.)- r Other Fixtures ?. Design Flow(min.required) 4�n, � gpd Design flow provided �: 5 ] gpd Plan Date f�'f Z(oI t) Number of sheets Revision Date I /Z.0 Title T i L A h TL:01 I��LiZ�J G � -f Size of Septic Tank Type of S.A.S. �n / � N ,P A p !6 k Description of Soil ,,,, �,J F� a , Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. - r Signed { _ -f i, �. �' 't 3 — - Date`: !! _ Application Approved by Date Application Disapproved by Date �pFfor the following reasons PermitNo. Date Issued--------------------------------------------------------------------------------------------------------------------------------------- { THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title.5 and the for Disposal System Construction Permit No. dated Installer Designer #bedrooms Approved design flow- gpd The issuance of this permit shall not be construed as a guarantee that the system will,function as de4ed. 10nspector ti 2 '---- -------------------------------------- ------ -- -- ---- --------- —--- --- -- s-------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at a t and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Approved by a Town of Barnstable .� .o Regulatory Services Richard V. Scali,Interim Director r • sattxsrnB�, M^S& Public Health Division 1639. 1 Thomas McKean,Director i 200 Main Street,Hyannis,MA 02601 h1 r Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 05/07/2020 Sewage Permit# eo 2_eO—On Assessor's Map\Parcel 'j�v ` s,5� Baxter-Nye Engineering&Surveying Installer: --I- Designer: )M �/�✓�� Address: 78 North Street Address: 8 GOv 6AI 54• Hyannis, MA 02601 !1'�, 5 Gv On 2 2� was issued a permit to install a d te) (ins ller) septic system at 1617 Falmouth Road, Centerville, MA based on a design drawn by (address) Baxter-Nye Engineering &Surveying dated October 31, 2017, rev January 22, 2020 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructe 1 with the terms of the IAA approval letters(if applicable) U� STEPHEN yU; MAT"SON v> CIVIL (In a 4 s ign ure) No.46345 POx- G/STEO /OVAL E��G esigner's Stgnat re) (Affix Designer's tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WH.L NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gASeptic\Designer Certification Form Rev 8-14-13.doc E, :Stephens-Marquis Associates, Inc. JOB :. 717 Daniel Webster Highway SHEET No. DP Merrimack,NH 03054 603-424-2555 CALCULATED BY DATE y Fax 603-424-3898 CHECKED BY DATE mail@stephensmarQuis.com www.stephensmarguis.com SCALE .. a ` �.... ....... .... TA E E b I. E cr -{� E , �, , �� i1� _ _ _ _ _ __. ................ _ E . ..... ... P E ��� .. i .,. i ............... ' ;A. �. . _ _..—r 0 0 y V ( f N ..... ......1... .......` .. ..r. ......... E ....- .. .._. ..... .. ...._ E ... t } 3 ._..... ........:._. ......... f :............. ..� ... ... .... ........ ..... ..._ 2 .,.. E E ` _ t iry ....... .._..........i . ....... 3...... .. ... ....... ..... .. ...... a .. ....... ..... ..... ' i / ' ' 26 .... ... .. ...... € ... 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I � ` TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3rd Floor,Hyannis,N A 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: June 19,2020 To: Barnstable Board of Health Total No.Pages: Attn: Donna Miorandi BN Job No.: 2017-060 200 Main Street Subject: 1617 Falmouth Road Hyannis,MA 02601 Centerville,MA cc: File We are sending you ®Attached ❑Under Separate Cover ❑Via Fax(No. of pages including Transmittal Sheet) ®First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ❑Hand Delivery The following documents: ❑ Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑ Change Order❑ Shop Drawings ❑Reports/Calculations ® Other DATE COPIES NO. PAGES DESCRIPTION 05-07-20 1 2 Completed Installer&Designer Certification Form& Septic As Built 06-19-20 1 1 Transmittal Co to stamp received&return to BN in SASE 1 Self-Addressed-Stamped-Envelope to return recei ted Transmittal to BN These items are transmitted as checked below: ® For Your Use ❑As Requested ❑Returned For Corrections ❑ For Review And Comment ❑For Approval ❑For Distribution Remarks: Stephen D. Matson, P.E. Professional'Engineer/Designer SDM/spk 0:\2017\2017-0601ADMI WERM ITS-Applications and ApprovalslSeptic System\2017-060-DM-Installer&Design Cert.docx /File Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use. Thank you. TOWN OF BARNSTABLE LOCATION 107 AsAourd tg. SEWAGE# 2-02.0-03R VILLAGE C6W&%*1lVs.JC ASSESSOR'S MAP&PARCEL J-o51 O 9 S' INSTALLER'S NAME&PHONE NO. I—Jk ��"''Z�✓��GroL6 SEPTIC TANK CAPACITY 3, 99OO LEACHING FACILITY:(type) 6me fgf f w4 (size)M 2 t 36 C NO.OF BEDROOMS A^ C 11de-1V �N��si OWNER 4*AW-! t' , A A l• r PERMIT DATE: ImZDZO COMPLIANCE DATE: Separation Distance Between the: f _ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Ca Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 0111 eGted Feet Edge of Wetland and Leaching Facility(If any wetlands exist within l 300 feet of leaching facility) Feet FURNISHED BY B-Lty1G*e0a -LC G, GWb cdK.! prw.t tje7*19rxR A'I ,-, 1171 ' AZ 'Z2e M � Zit ' `'"TIG -- r-2 601 ' 1.0' c.g- 33 1,4\ Q �o TOWN OF BARNJJSTABLE LOCATION (��� F bQ7% A SEWAGE# VILLAGE , ASSESSOR'S MAP&PARCEL U 00 INSTALLER'S NAME&PHONE NO.-r1 3 Q 7 SEPTIC TANK CAPACITY 00c� LEACHING FACILITY:(type) (size) ka gA�n��09 ;2 %t— NO.OF BEDROOMS OWNER 61 fi-( I'i t l C �C PERMIT DATE: 7. 3 O" COMPLIANCE DATE: pip Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY yy ec(v►l.�t'. ...... a1 r> �irr�tSLr�h� r� �t ...... r ' GAS STATION/REPAIR&MAINTENANCE DEPENDABLE PETROLEUM UST COMPLIANCE TESTING&MANAGEMENT Service +� ,v l� FULL SERVICE PUMP&TANK INSTALLATION A division of Dependable Service Company.Inc. �7 December 18, 2018 Meaghan Jacobs Volta Oil 1 Roberts Road Plymouth, MA 02360 RE: Executive Service#1010 1617 Route 28 Centerville, MA 02632 Dear Meaghan; Dependable Service Company, Inc(Dependable) has.taken (3)gasoline tanks and (1)waste oil tank temporarily out of service at the above referenced location. On July 24, 2018 NRC Environmental was onsite to remove all liquid from tanks. The tanks were then made inert with dry ice and pad locks placed onto the fills. The Mass DEP database was updated to reflect the tanks status change on July 25, 2018 Sincerely; Sherry Randall Office Manager DEPEA DABLF., Pl I'-ROLM N SERVICE ONE ROBERTS ROAD PLYMOUTH, MA 02360 508-747-6238 FAX 508-747-3658 www.dependablecompany.com Massachusetts Department of Environmental Protection Underground Storage Tank Program P.O. Box 120-0165-Boston, MA 02112-0165 ;`S Y. Phone(617)556-1035 e Tank Status Changes Submission SUBMISSIONGENERAL •- • Submission Number: Date: 1156794 07/25/2018 08:02 PM UTC Applicant Name: Facility: James Garrett EXECUTIVE SERVICE CENTER Single Tank Status Tank Number 1 Change of Status Tank Temporarily Out of Service Is all liquid and solid material removed from the UST in Yes accordance with federal, state and local laws and regulations? Is the UST system rendered inert in accordance with 310 Yes CMR 80.47? Are all fill pipes and fill lines capped, locked and secure Yes against tampering? Are all tank vent lines open and operable? Yes Is required financial responsibility maintained in accordance Yes with 310 CMR 80.51-80.63? Are records demonstrating compliance with temporarily out- Yes of-service requirements maintained in accordance with 310 CMR 80.36(3)? When was the UST system taken Temporarily Out-of- 7/24/2018 Service? - Single Tank Status Tank Number 2 Change of Status Tank Temporarily Out of Service Is all liquid and solid material removed from the UST in Yes accordance with federal, state and local laws and regulations? Is the UST system rendered inert in accordance with 310 Yes CMR 80.47? Are all fill pipes and fill lines capped, locked and secure Yes against tampering? Are all tank vent lines open and operable? Yes Is required financial responsibility maintained in accordance Yes with 310 CMR 80.51-80.63? Are records demonstrating compliance with temporarily out- Yes of-service requirements maintained in accordance with 310 CMR 80.36(3)? When was the UST system taken Temporarily Out-of- 7/24/2018 Service? Single Tank Status Tank Number 3 Change of Status Tank Temporarily Out of Service Is all liquid and solid material removed from the UST in Yes accordance with federal, state and local laws and regulations? Is the UST system rendered inert in accordance with 310 Yes CMR 80.47? Are all fill pipes and fill lines capped, locked and secure Yes against tampering? Are all tank vent lines open and operable? Yes Is required financial responsibility maintained in accordance Yes with 310 CMR 80.51-80.63? Are records demonstrating compliance with temporarily out- Yes of-service requirements maintained in accordance with 310 CMR 80.36(3)? When was the UST system taken Temporarily Out-of- 7/24/2018 Service? Single Tank Status Tank Number 4 Change of Status Tank Temporarily Out of Service Is all liquid and solid material removed from the UST in Yes accordance with federal, state and local laws and regulations? Is the UST system rendered inert in accordance with 310 Yes CMR 80.47? Are all fill pipes and fill lines capped, locked and secure Yes against tampering? Are all tank vent lines open and operable? Yes Is required financial responsibility maintained in accordance Yes with 310 CMR 80.51-80.63? Are records demonstrating compliance with temporarily out- Yes of-service requirements maintained in accordance with 310 CMR 80.36(3)? When was the UST system taken Temporarily Out-of- 7/24/2018 Service? COMMENTS CERTIFICATION I certify under penalty of law that I have personally examined and am familiar with the information submitted in this document and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate, and complete. I am aware that there are significant penalties for submitting false 2 information, including possible fines and imprisonment. In addition to the above certification, I attest that: ® I am the owner of the account used to perform the electronic submission and signature. ® 1 have the authority to submit the data on behalf of the facility I am representing. ® I agree that providing the account credentials to sign the submission document constitutes an electronic signature equivalent to my written signature. ® I have reviewed the electronic form being submitted in its entirety, and agree to the validity and accuracy of the information contained within it to the best of my knowledge. SIGNING INFORMATION Signed By: Date Signed: James Garrett 07/25/2018 08:02 PM UTC 3 SERVICE INVOICE yam,' 41745 DATE`OF'INVOICE °. 8/31/2018 Service , ,, � »isisn�r a a�:c an2�e C,src +sK.F�cc .WORK ORDER %. +' 0 417 4 5 ONE ROBERTS ROAD ll, DATE COMPLETED`'''' 8/06/2018 PLYMOUTH, MA 02360 LRMs � � CASH ON DE Otfice(508)747-6238 Fax(508) 747-365$ 47, 'CUSTQM:ER.." , 000001/0000000065 wmdependabdeCompany corm TECHNICIAN- SHERRY RANDALL =PURCHA_SE O_ INVOICE TO: SERVICE LOCATION: VOLTA OIL COMPANY, INC. EXECUTIVE SERVICE CENTER ONE ROBERTS ROAD 1617 ROUTE 28 PLYMOUTH MA 02360 CENTERVILLE MA 02632 WORK DESCRIPTION: 7/6/18 REMOVE DISPENSERS, PASSPORT AND EMPTY TANKS***I HAVE KEY FOR BUILDING-AND MUST GIVE BILL CALL WHEN HEADING THERE-HE HAS TO UNARM THE BUILDING**7/13/18 BROUGHT DISPENSERS, VEEDER ROOT BACK TO SHOP***NEED TO EMPTY TANKS***7/23/18 NRC GOING TO SITE TUESDAY 7/24***ALL LIQUID REMOVED FROM TANKS DESCRIPTION QTY = `PRICE TOTAL LABOR: 07/13/18 LARRY MCDONALD 7 . 00 85. 00 595 .00 07/13/18 TIMOTHY BERTHEL 7 .00 65. 00 455 .00 07/17/18 LARRY MCDONALD 5.50 85.00 467 .50 SUBCONTRACTING NRC ENVIRONMENTAL 974 . 91 E ALL INVOICES NOT DISPUTED WITHIN 30 DAYS OF LABQR _ 1517 .50 INVOICE DATE WILL BE CONSIDERED VALID AND .00 DUE IN FULL. INTEREST SHALL ACCRUE AT A RATE MILEAGE��` �'" �� .00 OF 1. 5% PER MONTH (18% APR) ON ALL AMOUNTS .00 NOT PAID WITHIN 30 DAYS TOTAL DUE 2492. 41 PAYMENTS�RECEIVED. ,"_ .00 r r +e' 2492. 41 u "J Lavelle, Timothy From: Lavelle,Timothy Sent: Friday, November 30, 2018 8:34 AM To: 'Meaghan Jacobs' Subject: RE: UST ID#1010 Executive Service Center Meaghan, Please send me proof that the tanks have been emptied and rendered inert for our files. Thank you. Tim Timothy Lavelle Hazardous Materials Specialist Town of Barnstable Public Health Division 200 Main St, Hyannis, MA 02601 508-862-4645 tim.lavelle(o)town.barnstable.ma.us From: Meaghan Jacobs [mailto:mjacobs@voltaoil.com] Sent: Monday, July 16, 2018 10:11 AM To: Lavelle, Timothy; patti.mullan0state.ma.us Cc: Bruce Garrett; Sherry Randall; Peter Garrett; dan.disalvio@state.ma.us; McKean,Thomas Subject: RE: UST ID#1010 Executive Service Center Good Morning, Yes,this was a dealer operated facility, and the dealer left unexpectedly in early April. We planned on a dealer going into the site but that fell through and we have started the process to put the system temporarily our of service.The dispensers were removed on Friday and the tanks will be emptied on Tuesday.We will make all necessary updates to the data management system. Thank You Meaghan Jacobs i Director of Innovation and Special Projects ti 1 Roberts Road I Plymouth,MA 02360 Tel: (774)404-7055 an www.voltaoil.com I Follow us: OJ From: Lavelle,Timothy<Timothy.Lavelle@town.barnstable.ma.us> Sent: Friday,July 13, 2018 3:58 PM To: Meaghan Jacobs<miacobs@voltaoil.com>; patti.mullan@state.ma.us Cc: Bruce Garrett<bgarrett dependablecompany.com>; Sherry Randall <srandall@dependablecompany.com>; Peter Garrett<pgarrett@voltaoil.com>; dan.disalvio@state.ma.us; McKean,Thomas <Thomas.McKean@town.barnstable.ma.us> Subject: RE: UST ID#1010 Executive Service Center Meaghan, 1 This facility has been closed for over two months. I need copies of your records stating that the UST system has been cleaned of all liquid and solid material and that the system has been rendered inert while it is temporarily out of service in accordance with 310 CMR 80.15. Thank you. Tim Timothy Lavelle Hazardous Materials Specialist Town of Barnstable Public Health Division 200 Main St, Hyannis, MA 02601 508-862-4645 tim.lavelle()town.barnstable.ma.us From: Meaghan Jacobs [mailto:mjacobs(dvoltaoil.com] Sent: Friday, July 13, 2018 1:56 PM To: patti.mullan@state.ma.us Cc: Bruce Garrett; Sherry Randall; Peter Garrett; dan.disalvio@state.ma.us; Lavelle,Timothy Subject: RE: UST ID#1010 Executive Service Center Patti, We will be make all necessary updates in the data management system. Thank You Meaghan Jacobs I Project Manager OLTAOI 1 Roberts Road I Plymouth,MA 02360 Tel: (774)404-7055 www.voltaoil.com I Follow us: �} From: Mullan, Patti (DEP) <patti.mullan@state.ma.us> Sent:Thursday,July 12, 2018 3:15 PM To: Peter Garrett<pgarrett@voltaoil.com> Cc:tim.lavelle@town.barnstable.ma.us; DiSalvio, Dan (DEP) <dan.disalvio@State.ma.us> Subject: UST ID#1010 Executive Service Center Peter, I received a call from Tim Lavelle, Barnstable Board of Health (508-862-4645) regarding your station located at 1617 Falmouth Rd in Barnstable. He stated that he has not seen any activity at the facility for a while and he is concerned that your tanks are out of service. Your facility registration seems to be in order,the tanks are in use and the TPIR is up-to-date, however,there is an outstanding Compliance Certification that was due on 2/24/2018. Please remember that in use tanks must comply with all UST regulations regarding reporting, operations,financial responsibility, monthly visual inspections, etc. If there is a need to change the tank status or update any part of your registration please log into the data management system to make the updates. If you have questions please contact me. 2 Pam 76d&a desk:617-556-1018 MassDEP Underground Storage Tank Program, One Winter St. 7th floor, Boston,MA 02108 UST Web site https://www.mass.qov/guides/massdep-underground-storage-tank-ust-program 40,Years Cleaner fwwr—,--jArv,6 40 Yews Greener #Celebr°it%ng Four Llecader. of Envirenmenial Prograue Please send all attachments in HTML format 3 g George Youssef , 515 West Main Street Hyannis,MA 02601 " 508-364-8834 T5 March 26, 2018 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 To whom it may Concern, This is to formally inform you that Effective March 31, 2018. Executive Sunoco located at 1617 Falmouth Road, Centerville, MA 02632. 1 furthermore request that all licenses or permits in the.name Executive Sunoco,inc. at this location be revoked, on March 31, 2018, Volta Oil Company will be in possession of said property and I have not authorized transfer of any of my Licenses or permits to Volta Oil Company or any of their assignees. Your cooperation in this matter is highly appreciated.,Feel free to contact me at the Above Address. George Youseff Copy to: l COMM Fire Department Barnstable Licensing Barnstable Building Barnstable Board of Health TOWN OF BARNSTABLE LOCATION SEWAGE# 2-o20 1C) � VILLAGE ASSESSOR'S MAP&PARCEL 3-107 O 95 INSTALLER'S NAME&PHONE NO. TtM 4P9VCJ4L SEPTIC TANK CAPACITY 3, 'I __JJ-- t LEACHING FACILITY:(type) ��.lQw er''� (size) NO.OF BEDROOMS A C� 1V �tu�4ilef OWNER 44"W4 F tc. . A vA LK.6r PERMIT DATE: Iv) ZD?ro COMPLIANCE DATE: Separation Distance Between the: a�• Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility v Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) lal� ecpe Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) / ./ Feet j FURNISHED BY / G. Gjr. Cat#a(' Par9:.*Wye-9a>02 � At 117a AZ 'ZZ A �6 2.er.3 , o c A 7 ` 0-5, ° 4�se. ICA ILO cc o� $ I,,f� � �o ol� , ),� -4, j� A�1, O 17 TOWN OF BARNSTABLE LOCATION (p, 7 F OU7% Age SEWAGE# O VILLAGE_ Zl��rQtO l/k ASSESSOR'S MAP&PARCEL U ,�p _ INSTALLER'S NAME&PHONE NO.T/ S Q 7 SEPTIC TANK CAPACITY 00C:� LEACHING FACILITY.(type) - ye% (size) gR n��x iht NO.OF BEDROOMS OWNER1617 1 /Yf1 cc UC PERMIT DATE: X 3 O.?.D COMPLIANCE DATE: p�Q Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BYot �� � , Al U i r� r �+ q ..;Ap i fa 'VIA i r� Town of Ba.rnslable FTH rcw o Departtnent of Itegnlatory Services , fl Publie HealthDivis on € asttz+srea�e. .: e� 200 Malw8treet,HyennIs MA 02601 �7 i674 : Tilde" T'd. ' d Date Scheduled Fee .�c � soil,S suability-Assess ent f or e qiz posdl /�' Wlhtcssed 13y. "PcYonttcd°By ... LOCATION &GENE R AL INrORNiATYON Looation Address. f J./? �ytt n.6J:t�bt /�c/ Rm Owner's'Name Ual,&'a O i l" "co", pen�J�- , Assessor's:Mnp/Parcel: Cnginecr'sNante ma ;. O� : NEW CONSTRUCTION REPAIR. Telephone# _5,6Fr� ??!•— 75`P4 Lavtd Usc. Slopes(%o) f? Z rlace Stones_jc!d Distances honi: Open Water Body ft; Possible Wet Area: ft Drin kill g,Wat6r Well ft: Dra nngo Way:.. It, Property Llne , ft Other', it SKETCH. (Street.iinme.,.d..i.inensto+is-oflot,exact,locatioiwbf test holes do perctests,locate wetlands ht proxi'inityta holes}' Q/Gef:_5e ✓^c r 4.: leiV, 'sr a& t tb Bedrock :. Depth to Groundwater- Standing,Water in kole Weeping front PirF,cq. Estimated Scasona,H.igh Groundwater. PE'FI RMINATION FOR SEAS®NAL_ HIG 3[WATEt2 TABL'E Method Used: Depth Observed standing to obs.hole ttt Depth to sell mottles:m, Depth to,weeputg fiom sideof:obs hole. in GroitiidwaterAdJusttneitt Indmi Well 9 Reading Date; 6tdeY Wei!le4el Adj.factor AdJ.Ground"wnter Level— PERCQLA`rZONTEST Date # 2vTime 'Observation Hole// Tiite at 9 t;Depth.ofPerc r: Tillie At6" ,,.._ �' Start Pre=sons.Tip p r 1 ' Tinie(9 MV) EndPre.soak Rete tvthi./lfich a/ d�� _ , Site Suitability Assessment: Site Passed 5ite:Pailed: Additional Testing Needed(YIN) Original',Public Health Division Obsei vatlon Hole Data To Be..C6vW*ted on Back. -_- ,r *k*qk percolationAesfls ta�be:conducted within 100' ofwettand,you must first'natif`y the ' l3'amsfable Conservation Division a fileast.:one"(1)week.�rior fa beginning. QHEALTH/WP/PGRCFORM. I :r DEEP OBSERVATIONHOLE,LOG El[ole# 2 Depth floe Soit:Horizon SoiLTexture Soikcolor Soil Other Surface(in.) (USDA) (Mwnsell) Mottling (Structure,:Stones,Boulders. Conststency.,%Gave it ev4� e6 f6AJfSi t DEEP OBSERVATION STOLE LOG pepth7rom Soil Horizon Soil Texture. Soil..color Soil Oilier Surface(in.) (USDA) (mullsoll) Mottling (Structure,Stones,Boulders: 'Cn si9teric °°G a cl set ,�A e c DEEP OBSERVATION HOLE LOG Bole#. 3 Depth from Soil Horizon SoII Texture Soil,Color soil Qther Surface(in) (USDA) (Milnsell) Mottling (Structure,Stones,Boulders. Cmislsten a el er�tst `3 .": DEEP OBSERVATION HOLE LOG Deptli'•from Soil Horizon SoII:Tcxturp Soil Color Sall Ofher surface ui.. (USDA); (Murlsc.11) Mottling; ;:(Structute,Stones,[ioul8ers. (:- ) isteno %or el Flood l<nsi rance.Rafe Map: AhoVe 500 yearfiood boundary No _ _ Yes`� Witlifi�;500y6'rirliounilary, ido: Yes. Within l00year<floodboundaryNo: Yes Depth of Naturally O'ecurrin Pervio►is Material ; Does at least four feet-of.naturally occurring pervious matenal.6. _Jn all areas:observed,throughout tile: area p'oposed:for'thersoil absoiptlon system? �c..v If.not wha"t is;the d'e}�th of naturally oceurri,ng pervious=materi2i? Certilea tion lZr(date). I certify that.os. L 1liave passed,the soil evaluator examination approved iay'the Department'of Envi iiTunentai Protection and thafthe above analysis was performed by me consistent w'!th : g;..expert1. 'and expertence:described In 3I0 CMR i`5.0'17. the required iralnul Signature_ M: Date Q:Ji EftiLTH/lvl'/C'EtLt:FOittvi. Legend Spot He_tdhts(NAVD88)intermedia . E �,. . . —:Index Gontto s(NAUD88e Contours x E, �, _� , s ." , ���� �::F .. :.ut. -"-„ � � .� ate,....::.• -r- Fences i Guardrails' v�w MMI ,Retaining walls; �: `� ,', _,� ;�: »• � e Walls- OfherUUells. Redges. . „r- L Paths: z _i _ :. . Sid !Walkways: Ub Paved M. �t unpaved. 1 E,S' � wlmmin9 Pools S ' Above Ground SwEmmmg Pools: +` 0 In Ground Swimming Pools:: . .. • �. Ekteri6r Structures �• , `. •`_ Patios.; �' v Extenoi Slasrways Docks Piers u, =1� .. Tanks ruef Tanks. water Tanks s , e, enis �1 a���-� a ® So'a Jt es Revetments r .' � e ettres R .•,:..._ Jetties] �� t Concre J evetments"- WnoC:JetiiesReVetments: Recreation Faaikities, w " sr ,�- "� .• � � `" '*, �$ sports Areas: GoifAreas ,rk , Wooded Areas Parcels ' • ` ', # "Town Boundary "t £� Railroad Tracks �a r ':Buildings IA t Painted Lines s ` Par king Lats k� � , .. t Paved; 2 I� W� Unpaved 1 t ewa a Paved y " �• s w ,.': .:.. •: D UnnadPds • .. uuYrax¢tc ynm .; �• -....;. : - - ' '¢fir�, a ..,. _ � ,., owp s Map printed ob:, io/3o/2f?17: This rnap is for illustration purposes only.at is not Parcel'lines shown on this map are only graphic T�WYI of Barnstable GIS Ultlit .. legalbounder. representations.:, p Main Street I3 annis,itilA,oa6o.1 Feet regutatory6iterpreia on..Thismapd6is otrepresent notr'e.propertybountlariesa ddonoE.rpresent 3G.7 , y" Q: 42 83,; an ttn-the-g•otmd survey.It:tuay be generalized,-may not accurate relatronshipscto.physieal objects on the map O$-$b2 4624 reflectcurrent eondiEions,,and maycontain: suchrus•building locations: isown.bainstable nia.us ApprtiXsCBtr:'11I1C11.= 42. ,feet' cartographic errors or omissions: g ���� �� �?��� �� �d��Z� � � _ �� ld .�_ - F �a . �- , Town of Barnstable Barnstable BOARD OF HEALTH KAS&" 200 Main Street, Hyannis MA 02601 I �i6S9.&1�p� 2007'I Richard V.Scali Director Office: 508-862-4644 Thomas A.McKean,CHO Fax- 508-790-6304 CERTIFIED MAIL #7012 1010 0000 2851 3702 January 16,2017 ` MPG/Volta it Company 147 Samoset Street Plymouth,MA 02360 RE: Sunoco Gas Station 1617 Falmouth Road Centerville,MA 02632 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,TITLE 5 The septic system located at 1617 Falmouth Rd/Route 28,Centerville,MA was last inspected on 10/04/2016,by Wind River Environmental, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Fails"under the guidelines of the 1995 TITLE 5(310 CMR 15.00). • THE DEPARTMENT OF HEALTH HEREBY ORDERS YOU TO REPLACE THE SEPTIC SYSTEM DUE TO THE FOLLOWING: 1. High water level. 8" bottom sludge. 4"top solids. 2. Both baffles are not intact.. 3. Open tank. Pit over full. 4. Pumped tank has no inlet or outlet tees. 5. Tank is H-10(in parking lot)should be H-20. You are ordered to repair or replace the septic system within two(2)years from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Evl\1617 FALMOUTH ROAD.doc W� ik r" 217 0 5 3 9 8 8 Cust# 1306219 Customer Since: 2 0 0 6 Tax: 6 .2 5 0 0 1 :3 1� C Job Comments ;s- :•,_ rare 4.,LL err= L-_ ;. _,c: _ a, Tech Comments 6 _344 cal__-1 Ma_I'E'd cpe_"t•" for dia safe L;a s-n_^._l:r. platT •.Elte_ b::.l.s an , F= r - e for ;st2rt 1G!4. sec �'�a--car.ien on _.:_L _ro:k a, - - ° --` t an}: - u. -- _.= ,.a.}:ink c:c Y1,• - = -` ...._ �,�-2::: and r:a}:e s::_-e gallon _erai_s if pug-,ping a_„: 3_sl .._11 �F r.� _ea ,_n stetr in ,_a:,_ . .. L V71 :'v tJOj CZ iN 5 _ 2vl CI., Si,._ System Owner System Location 1• _,.._- -- ..et OS-MPG/Volta oil ='i."r.,r. C•s. .2?6C 1617 _alrtcut: Road Center•._lle 1,1A 02632 209-1344 _. TUE 10/04/2016 08:30 AM Call to Confirm: r1 e't`10 US 5er:'ile: ;r 9,2 7 2.D1.. n CCLS: r ado: Custom Clean: Location Details: ln5pection/T5: Build Up: ,., _. : BILL CLERMONT VOLTA OIL COMPANY,INC. , P7 1no ONE ROBERTS ROAD,PLYMOUI Qty Unit Price Ex't Price SALES MANAGER 800-8941300.508-746-1341EX1 -c 1.00 26O.ODCO S 250.CG DIRECT 774-404-7066•CELL 50f 0!u'! 1 7E,1 C.':) p1_ance - Centne.cial 1.00 S 12.4d00 S FAX50&747-3658 t-C:i-at: Pcr.t__nv Ne•" ;all on �SOf, G^ � 12.44 0.1300 $ 32S_00 BCLERMONT@VOLTAOIL.COM fine uer ' .r..tr 1.00 S 9.7700 $ 9.77 WWW.VOLTAOIL.COM 1.00 s 130.080Cb IS0.00 VOlJ�O� TOTAL 1EIVIII YOU CAN TRUST GASOLINE&DIESEL FUELS MARINE&HEATING FUELS FLEET FUELING&FLEET CARC SERVICE STATION MAINTENAN &CONSTRUCTION subtotal C7,21 %•'e suggest:hose 3%eys stc s to;,CCC y)Ur system healthy: Tax 0.00 • Re;uarser•:icing ' USe CCLS 7actcrla additiveTotal 78 .21 • Usc a tllter Ve-Slc-Code _ _ :r. Disposal Volume: Payment Detail: 2500.000 ales Fen . =1:_aUcctl. iJa_..--- CSR . =1 - _ In.,._ce Technician P 0 Number : r't•:ar:=_ On Site . 1_:47 .1 ech Notes cop scl s 3oL:. baffles _..: cc. r•(a :; __r' e v4 are not; C'le._. _,,:__ secured, Open tdr:'r, 1cc3ce pit over full i r_n tat inle= i l tees S t7 i i::t H 2 , ,... - _- •--- _p - ' .o,:•..:_ro ^-Plac:ttj Customer Signature MR ENVIRONMENTAL emit payment to 577 Main Street.Hudson,MA 01749 {: 0 Consultants Engineers Contractors (ORPORATE ENVIRONMENTAL ADVISORS,INC. April 16,2013 Mark Ells Director of DPW 382 Falmouth Road Hyannis,MA 02601 Re: Groundwater Sampling Notification Old Post Road and Joyce Anne Road RE: 1617 Falmouth Road,Centerville,MA CEA Ref#7019-10;DUNS#: 0006-0467 MADEP RTN 4-13380 To Whom It May Concern: Corporate Environmental Advisors,Inc. (CEA)is providing this Notice of Groundwater Sampling on behalf of Sunoco,Inc. (R&M) (Sunoco) and in accordance with 310 CMR 40.1403(10)(a)of the Massachusetts Contingency Plan(MCP). Groundwater gauging and sampling of monitoring wells located on the above referenced property are scheduled for April 17, 2013. Groundwater samples from each monitoring well will be submitted to Accutest Laboratories, Inc. (Accutest) of Marlboro,Massachusetts for laboratory analysis of gasoline-related volatile petroleum hydrocarbons(VPH) and all target analytes in accordance with the Massachusetts Department of Environmental Protection(MADEP) methodology. The groundwater laboratory analytical report will be provided to you upon receipt of the laboratory report by Sunoco in accordance with 310 CMR 40.1403(10)(b)of the MCP. If you have any questions or comments,please contact us at 508-835-8822. Sincerely, CORPORATE ENVIRONMENTAL ADVISORS,INC. / Adam Guaraldi S*E. anderSea, ,LEP Geologist lI Principal Hydrogeologist Cc: Mr.William Brochu,Sunoco,Inc.(R&M) p ADDRESS Hartwell Business Park J� 127 Hartwell Street,Suite 2 West Boylston,MA 01583 TEL 508.835.8822 . 800.358.7960 FAX 508.835.8812 WEB www.cea-inc.com Massachusetts Connecticut Rhode Island New Hampshire New York NOTICE OF ENVIRONMENTAL SAMPLING 1 I As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan } BWSC 123 (� This Notice is Related to ,t Release Tracking Number 4� 113380 A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address: 1617 Falmouth Road City/Town: Centerville Zip Code: 02632 B. This notice is being provided to the following party: 1. Name: Centerville Highway Division, Mr. Mark Ells 2. Street Address: 382 Falmouth Road City/Town.: Hyannis Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): ✓❑ 1.That environmental sampling will be/has been conducted at property owned by the recipient of this notice. ❑2.Of the results of environmental sampling conducted at property owned by the recipient of this notice. ❑3. Check to indicate if the analytical results are attached. (If item 2. above is checked,the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: 1. Street Address: Old Post Road and Joyce Anne Road City/Town: Centerville Zip Code: 02632 2. MCP phase of work during which the sampling will be/has been conducted: ❑Immediate Response Action ❑ Phase III Feasibility Evaluation ❑Release Abatement Measure ❑ Phase IV Remedy Implementation Plan ❑Utility=related Abatement Measure ❑✓ Phase V/Remedy Operation Status ❑Phase I Initial Site Investigation ❑Post-Class C Operation, Maintenance and Monitoring ❑Phase II Comprehensive Site Assessment ❑ Other (specify) 3. Description of property where sampling will be/has been conducted: ❑residential ❑✓ commerical ❑industrial ❑school/playground ❑Other (specify) 4. Description of the sampling locations and types(e.g., soil, groundwater)to the extent known at the time of this notice. Groundwater Monitoring Wells E.Contact information related to the party providing this notice: Contact Name: Scott E.VanderSea, Corporate Environmental Advisors Street Address: 127 Hartwell Street City/Town: West Boylston Zip Code: 01583 Telephone: (508)835-8822 Email: svandersea@cea-inc.com �; f NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan MASSACHUSETTS REGULATIONS THAT REQUIRE THIS NOTICE This notice is being provided pursuant to the Massachusetts Contingency Plan and the notification requirement at 310 CMR 40.1403(10). The Massachusetts Contingency Plan is a state regulation that specifies requirements for parties who are taking actions to address releases of chemicals (oil or hazardous material)to the environment. THE PERSON(S) PROVIDING THIS NOTICE This notice has been sent to you by the party who is addressing a release of oil or hazardous material to the environment at the location listed in Section A on the reverse side of this form. (The regulations refer to the area where the oil or hazardous material is present as the "disposal site".) PURPOSE OF THIS NOTICE When environmental samples are taken as part of an investigation under the Massachusetts Contingency Plan at a property on behalf of someone other than the owner of the property, the regulations require that the property owner (listed in Section B on the reverse side of this form) be given notice of the environmental sampling. The regulations also require that the property owner subsequently receive the analytical results following the analysis of the environmental samples. Section C on the reverse side of this form indicates the circumstance under which you are receiving this notice at this time. If you are receiving this notice to inform you of the analytical results following the analysis of the environmental samples, you should also have received, as an attachment, a copy of analytical results. These results should indicate the number and type(s) of samples (e.g., soil, groundwater) analyzed, any chemicals identified, and the measured concentrations of those chemicals. Section D on the reverse side of this form identifies the property where the environmental sampling will be/has been conducted, provides a description of the sampling locations within the property, and indicates the phase of work under the Massachusetts Contingency Plan regulatory process during which the samples will be/were collected. FOR MORE INFORMATION Information about the general process for addressing releases of oil or hazardous material under the Massachusetts Contingency Plan and related public involvement opportunities may be found at http:/fwww.mass.gov/dep/cleanup/oview.htm. For more information regarding this notice, you may contact the party listed in Section E on the reverse side of this form. Information about the disposal site identified in Section A is also available in files at the Massachusetts Department of Environmental Protection. See http://mass.gov/dep/about/region/schedule.htm if you would like to make an appointment to see these files. Please reference the Release Tracking Number listed in the upper right hand corner on the reverse side of this form when making file review appointments. fY Consultants Engineers Contractors (ORPORATE ENVIRONMENTAL ADVISORS,INC November 29, 2012 Mark Ells Director of DPW 382 Falmouth Road Hyannis,MA 02601 Re: Groundwater Analytical Results (October 23,2012) Old Post Road and Joyce Anne Road RE: 1617 Falmouth Road, Centerville,MA CEA Ref#7019-10; DUNS#: 0006-0467 MADEP RTN 4-13380 To Whom It May Concern: Attached please find the laboratory analytical report for groundwater sampling activities conducted on Old Post Road and Joyce Anne Road, Centerville,Massachusetts. Groundwater monitoring wells MW-18DR,MW-18M and MW-18R,located on your property,were sampled by Corporate Environmental Advisors,Inc. (CEA) on behalf of Sunoco,Inc. (R&M) (Sunoco) on October 23, 2012. This data is provided to you pursuant to 310 CMR 40.1403(10)(b)of the Massachusetts Contingency Plan(MCP). Please refer to previously provided Site Layout maps for the locations of the groundwater monitoring wells and pertinent Site features. Groundwater samples were retained and submitted to Accutest Laboratories of New England (Accutest),located in Marlborough,Massachusetts,for analysis of volatile petroleum hydrocarbons(VPH)in accordance with the Massachusetts Department of Environmental Protection(MADEP)methodology. CEA will notify you in advance of any future groundwater sampling events. Please contact the undersigned at 508-835-8822 if you have any questions. Sincerely, CORPORATE ENVIRONMENTAL ADVISORS,INC. Adam Guaraldi Scott E.VanderSea,LSP, L P Geologist lI Principal Hydrogeologist cc: Mr.William Brochu,Sunoco,Inc.(R&M) ADDRESS Hartwell Business Park 127 Hartwell Street,Suite 2 West Boylston,MA 01583 0 TEL 508.835.8822 . 800.358.7960 FAX 508,835,8812 WEB www.cea-inc.com , Massachusetts Connecticut Rhode Island , New Hampshire , New York NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan L71 BWSC 123 This Notice is Related to Release Tracking Number 13380 A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address: 1617 Falmouth Road City/Town: Centerville Zip Code: 02632 B. This notice is being provided to the following party: 1. Name: Barnstable Highway Department, Mark Ells 2. Street Address: 382 Falmouth Road City/Town: Hyannis Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): ✓❑ 1.That environmental sampling has bee onducted at property owned by the recipient of this notice. Z 2. Of the results of environmental sampling conducted at property owned by the recipient of this notice. ❑✓ 3. Check to indicate if the analytical results are attached. (If item 2. above is checked,the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: 1. Street Address: Old Post Road and Joyce Anne Road City/Town: Centerville Zip Code: 02632 2. MCP phase of work during which the sampling will be/has been conducted: ❑Immediate Response Action ❑Phase III Feasibility Evaluation ❑Release Abatement Measure ❑ Phase IV Remedy Implementation Plan ❑Utility-related Abatement Measure ❑✓ Phase V/Remedy Operation Status ❑Phase I Initial Site Investigation ❑Post-Class C Operation, Maintenance and Monitoring ❑Phase II Comprehensive Site Assessment ❑ Other (specify) 3. Description of property where sampling will be/has been conducted: ❑residential []commerical ❑industrial ❑school/playground ✓❑Other Roadway (specify) 4. Description of the sampling locations and types (e.g., soil, groundwater)to the extent known at the time of this notice. Groundwater Monitoring Wells E. Contact information related to the party providing this notice: Contact Name: Scott E. VanderSea, Corporate Environmental Advisors Street Address: 127 Hartwell Street City/Town: West Boylston Zip Code: 01583 Telephone: (508) 835-8822 Email: svandersea@cea-inc.com / N Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: MW-18DR as Lab Sample ID: MC15358-10 Date Sampled: 10/23/12 c Matrix: AQ- Ground Water Date Received: 10/29/12 Method: MADEP VPH REV 1.1 Percent Solids: n/a Project: CEA:DUNS#00060467 1617 Falmouth RD Centerville, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 AB73798.1) 1 11/06/12 AF n/a n/a GAB3964 Run#2 Purge Volume Run#1 5.0 ml Run#2 MA-VPH List CAS No. Compound Result RL Units Q 7143-2 Benzene ND 1.0 ug/1 100-41-4 Ethylbenzene ND 2.0 ug/1 1634-04-4 Methyl Tert Butyl Ether ND 1.0 ug/i 91-20-3 Naphthalene ND 3.0 ug/1 108-88-3 Toluene ND 2.0 ug/1 m,p-Xylene ND 2.0 ug/1 95-47-6 o-Xylene ND 2.0 ug/1 C5-C8 Aliphatics(Unadj.) ND 50 ug/1 C9-C12 Aliphatics(Unadj.) ND 50 ug/1 C9-C10 Aromatics(Unadj.) ND 50 ug/1 CS-C8 Aliphatics ND 50 ug/l C9-C12 Aliphatics ND 50 ug/1 CAS No. Surrogate Recoveries Run#1 Run#2 Limits 615-59-8 2,5-Dibromotoluene 107% 70-130% 615-59-8 2,5-Dibromotoluene 98% 70-130% 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 so 19 of 52 a ACCU-rEST. MC15358 "BD" TOp1E0 Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: MW-18M Lab Sample ID: MC15358-11 Date Sampled: 10/23/12 Matrix: AQ-Ground Water Date Received: 10/29/12 Method: MADEP VPH REV 1.1 Percent Solids: n/a Project: CEA:DUNS#00060467 1617 Falmouth RD Centerville, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 AB73799.D 1 11/06/12 AF n/a n/a GAB3964 Run#2 Purge Volume Run#1 5.0 ml Run#2 MA-VPH List CAS No. Compound Result RL Units Q 71-43-2 Benzene ND 1.0 ug/I 100-41-4 Ethylbenzene ND 2.0 ug/1 1634-04-4 Methyl Tert Butyl Ether ND 1.0 ug/1 91-20-3 Naphthalene ND 3.0 ug/1 108-88-3 Toluene ND 2.0 ug/1 m,p-Xylene ND 2.0 ug/1 95-47-6 o-Xylene ND 2.0 ug/1 C5-C8 Aliphatics(Unadj.) ND 50 ug/1 C9-C12 Aliphatics(Unadj.) ND 50 ug/l C9-C10 Aromatics(Unadj.) ND 50 ug/1 C5-C8 Aliphatics ND 50 ug/1 C9-C12 Aliphatics ND 50 ug/1 CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 615-59-8 2,5-Dibromotoluene 120% 70-130% 615-59-8 2,5-Dibromotoluene 114% 70-130% 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® 20 of 52 w ACCIJTEST, MC15358 Accutest Laboratories Report of Analysis Page 1 of I Client Sample ID: MW-18R A Lab Sample ID: MC15358-12 Date Sampled: 10/23/12 :A Matrix: AQ-Ground Water Date Received: 10/29/12 Method: MADEP VPH REV 1.1 Percent Solids: n/a Project: CEA:DUNS#00060467 1617 Falmouth RD Centerville, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 AB73800.1) 1 11/06/12 AF n/a n/a GAB3964 Run#2 Purge Volume Run#1 5.0 ml Run#2 MA-VPH List CAS No. Compound Result RL Units Q 7143-2 Benzene ND 1.0 ug/1 100-41-4 Ethylbenzene ND 2.0 ug/1 1634-04-4 Methyl Tert Butyl Ether ND 1.0 ug/1 91-20-3 Naphthalene ND 3.0 ug/1 108-88-3 Toluene ND 2.0 ug/1 m,p-Xylene ND 2.0 ug/1 95-47-6 o-Xylene ND 2.0 ug/1 C5-C8 Aliphatics(Unadj.) ND 50 ug/l C9-C12 Aliphatics(Unadj.) ND 50 ug/1 C9-C10 Aromatics(Unadj.) ND 50 ug/1 C5-C8 Aliphatics ND 50 ug/1 C9-C12 Aliphatics ND 50 ug/1 CAS No. Surrogate Recoveries Run#1 Run#2 Limits 615-59-8 2,5-Dibromotoluene 111% 70-130% 615-59-8 2,5-Dibromotoluene 105% 70-130% 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 EM 21 of 52 w A,=U-rEST, MC15358 `..... — I 0 Groundwater LZ I mrbi Nil & Environmental Services Inc Palmer Industrial Park•7 Third Street• P.O. Box 1379• Bondsville 413 283-244 MA 01009. ( ) 2 FAX(413)283 8262 C LETTER OF TRANSMITTAL TO Town of Centerville DATE 09/24/93 JOB NO. Barnstable Health Department ATTENTION Board of Health P.O. Box 534 RE: Oil/Water Separator & Drywell Hyanis, MA 02601 Report WE ARE SENDING YOU [FAttached n Under separate cover via the following items: NO. COPIES DATE DESCRIPTION Sunoco Service Station — Route 28, .Centerville, MA THESE ARE TRANSMITTED [] For approval [] For your use [kAs requested [] For review 0 COMMENTS 1 COPY TO W. Morse R. Emerson, E. Shields SIGNED Stephanie Spolzino-Watson Consultants Engineers Contractors CORPORATE ENVIRONMENTAL ADVISORS,W. September 11,2012 Mark Ells Director of DPW 382 Falmouth Road Hyannis,MA 02601 Re: Groundwater Analytical Results(April 16,2012) Old Post Road and Joyce Anne Road RE: 1617 Falmouth Road, Centerville,MA CEA Ref#7019-10;DUNS#:0006-0467 MADEP RTN 4-13380 To Whom It May Concern: Attached please find the laboratory analytical report for groundwater sampling activities conducted on Old Post Road and Joyce Anne Road,Centerville,Massachusetts. Groundwater monitoring wells MW-18DR,MW-18M and MW-18R,located on your property,were sampled by Corporate Environmental Advisors,Inc. (CEA) on behalf of Sunoco,Inc. (R&M)(Sunoco)on April 16,2012. This data is provided to you pursuant to 310 CMR 40.1403(10)(b)of the Massachusetts Contingency Plan(MCP). Please refer to previously provided Site Layout maps for the locations of the groundwater monitoring wells and pertinent Site features. Groundwater samples were retained and submitted to Accutest Laboratories of New England (Accutest),located in Marlborough,Massachusetts,for analysis of volatile petroleum hydrocarbons(VPH)in accordance with the Massachusetts Department of Environmental Protection(MADEP)methodology. CEA will notify you in advance of any future groundwater sampling events. Please contact the undersigned at 508-835-8822 if you have any questions. Sincerely, CORPORATE ENVIRONMENTAL ADVISORS,INC. Adam Guaraldi c Geologist H E^9 ; cc: Mr.William Brochu,Sunoco,Inc.(R&M) � -- CIO RAJ ADDRESS Hartwell Business Park 127 Hartwell Street,Suite 2 West Boylston,MA 01583 TEL 508.835.8822 . 800.358.7960 FAX 508.835.8812 WEB www.cea-inc.com Massachusetts Connecticut Rhode Island New Hampshire I New York I t �y h Y NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan BWSC 123 L This Notice is Related to Release Tracking Number 4� 13380 A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address: 1617 Falmouth Road City/Town: Centerville Zip Code: 02632 B. This notice is being provided to the following party: 1. Name: Barnstable Highway Department, Mark Ells 2. Street Address: 382 Falmouth Road City/Town: Hyannis Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): ❑✓ 1.That environmental sampling has bee onducted at property owned by the recipient of this notice. ❑✓ 2. Of the results of environmental sampling conducted at property owned by the recipient of this notice. ❑✓ 3. Check to indicate if the analytical results are attached. (If item 2. above is checked,the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: 1. Street Address: Old Post Road and Joyce Anne Road City/Town: Centerville Zip Code: 02632 2. MCP phase of work during which the sampling will be/has been conducted: ❑Immediate Response Action ❑Phase III Feasibility Evaluation ❑Release Abatement Measure ❑ Phase IV Remedy Implementation Plan ❑Utility-related Abatement Measure ❑✓ Phase V/Remedy Operation Status ❑Phase I Initial Site Investigation ❑Post-Class C Operation, Maintenance and Monitoring p❑Phase II Comprehensive Site Assessment ElOther (specify) 3. Description of property where sampling will be/has been conducted: ❑residential ❑commerical ❑industrial ❑school/playground ✓❑Other Roadway (specify) 4. Description of the sampling locations and types (e.g.,soil, groundwater)to the extent known at the time of this notice. Groundwater Monitoring Wells E.Contact information related to the party providing this notice: Contact Name: Scott E.VanderSea,Corporate Environmental Advisors Street Address: 127 Hartwell Street City/Town: West Boylston Zip Code: 01583 Telephone: (508) 835-8822 Email: svandersea@cea-inc.com cx N 0 Accutest Laboratories y Report of Analysis Page 1 of 1 Client Sample ID: MW-18DR Lab Sample ID: MC9686-10 Date Sampled: 04/16/12 Matrix: AQ-Ground Water Date Received: 04/17/12 Method: MADEP VPH REV 1.1 Percent Solids: n/a Project: CEA:DUNS#00060467 1617 Falmouth RD Centerville, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 AB69855.1) 1 04/27/12 AF n/a n/a GAB3775 Run#2 Purge Volume Run#1 5.0 ml Run#2 MA-VPH List CAS No. Compound Result RL Units Q 71-43-2 Benzene ND 1.0 ug/I 100-41-4 Ethylbenzene ND 2.0 ug/I 1634-04-4 Methyl Tert Butyl Ether ND' 1.0 ug/I 91-20-3 Naphthalene ND 3.0 ug/I 108-88-3 Toluene ND 2.0 ug/I m,p-Xylene ND 2.0 ug/I 95-47-6 o-Xylene ND 2.0 ug/I C5-C8 Aliphatics(Unadj.) ND 50 ug/I C9-C12 Aliphatics(Unadj.) ND 50 ug/I C9-C10 Aromatics(Unadj.) ND 50 ug/I C5-C8 Aliphatics ND 50 ug/l C9-C12 Aliphatics ND 50 ug/I CAS No. Surrogate Recoveries Run#1 Run#2 Limits 615-59-8 2,5-Dibromotoluene 93% 70-130% 615-59-8 2,5-Dibromotoluene 90% 70-130% 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 O® 15of39 ACCUTEST N �.i Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: MW-18M Lab Sample ID: MC9686-11 Date Sampled: 04/16/12 Matrix: AQ- Ground Water Date Received: 04/17/12 Method: MADEP VPH REV IA Percent Solids: n/a Project: CEA:DUNS#00060467 1617 Falmouth RD Centerville, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 A1369856.1) 1 04/27/12 AF n/a n/a GAB3775 Run#2 Purge Volume Run#1 5.0 ml Run#2 MA-VPH List CAS No. Compound Result RL Units Q 71-43-2 Benzene ND 1.0 ug/I 100-41-4 Ethylbenzene ND 2.0 ug/I 1634-04-4 Methyl Tert Butyl Ether ND 1.0 ug/I 91-20-3 Naphthalene ND 3.0 ug/I 108-88-3 Toluene ND 2.0 ug/I m,p-Xylene ND; 2.0 ug/I 95-47-6 o-Xylene ND 2.0 ug/I C5-C8 Aliphatics(Unadj.) ND 50 ug/I C9-C12 Aliphatics (Unadj.) ND 50 ug/I C9-C10 Aromatics(Unadj.) ND 50 ug/I C5-C8 Aliphatics ND 50 ug/I C9-C12 Aliphatics ND 50 ug/I CAS No. Surrogate Recoveries Run#1 Run#2 Limits 615-59-8 2,5-Dibromotoluene 91% 70-130% 615-59-8 2,5-Dibromotoluene 88% 70-130% ND= Not detected J= Indicates an estimated value RL= Reporting Limit B= Indicates analyte found in associated method blank E= Indicates value exceeds calibration range N= Indicates presumptive evidence of a compound 16 of 39 ACCIJTEST N N Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: MW-18R Lab Sample ID: MC9686-12 Date Sampled: 04/16/12 Matrix: AQ-Ground Water Date Received: 04/17/12 Method: MADEP VPH REV 1.1 Percent Solids: n/a Project: CEA:DUNS#00060467 1617 Falmouth RD Centerville, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 AB69857.1) 1 04/27/12 AF n/a n/a GAB3775 Run#2 Purge Volume Run#1 5.0 ml Run#2 MA-VPH List CAS No. Compound Result RL Units Q 71-43-2 Benzene ND 1.0 ug/I 100-41-4 Ethylbenzene ND- 2.0 ug/I 1634-04-4 Methyl Tert Butyl Ether ND 1.0 ug/I 91-20-3 Naphthalene ND... 3.0 ug/1 108-88-3 Toluene ND 2.0 ug/I m,p-Xylene ND 2.0 ug/I 95-47-6 o-Xylene ND 2.0 ug/I C5-C8 Aliphatics(Unadj.) ND 50 ug/I C9-C12 Aliphatics(Unadj.) ND. 50 ug/I C9-C10 Aromatics(Unadj.) ND 50 ug/I C5-C8 Aliphatics ND 50 ug/I C9-C12 Aliphatics ND 50 ug/I CAS No. Surrogate Recoveries Run#1 Run#2 Limits 615-59-8 2,5-Dibromotoluene 91% 70-130% 615-59-8 2,5-Dibromotoluene 88% 70-130% 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 E■ 17 of 39 w ACCUTEST Consultants ] Engineers Contractors CORPORATE ENVIRONMENTAL ADVISORS,INC. October 15,'2011 Mark Ells. Director of DPW 382 Falmouth Road Hyannis,MA 02601 Re: Groundwater Sampling Notification Old Post Road and Joyce Anne Road RE: 1617 Falmouth Road, Centerville,MA CEA Ref#7019-10; DUNS#: 0006-0467 MADEP RTN 4-13380 To Whom It May Concern: Corporate Environmental Advisors, Inc. (CEA)is providing this Notice of Groundwater ,Sampling on behalf of Sunoco, Inc. (R&M) (Sunoco) and in accordance with 310 CMR 40.1403(10)(a) of the Massachusetts Contingency Plan (MCP). Groundwater gauging and sampling of monitoring wells located on the above referenced property are scheduled for October 27, 2011. Groundwater samples from each monitoring well will be submitted to Accutest Laboratories, Inc. (Accutest) of Marlboro,Massachusetts for laboratory analysis of gasoline-related volatile petroleum hydrocarbons(VPH) and all target analytes in accordance with the Massachusetts Department of Environmental Protection(MADEP) methodology. The groundwater laboratory analytical report will be provided to you upon receipt of the laboratory report by Sunoco in accordance with 310 CMR 40.1403(10)(b) of the MCP. If you have any questions or comments,please contact us at 508-835-8822. Sincerely, CORPORATE ENVIRONMENTAL ADVISORS,INC. Adam Guaraldi Sc E. anderSea,LSP,L P Geologist Il Principal Hydrogeologist Cc: Mr.William Brochu,Sunoco,Inc.(R&M) ADDRESS Hartwell Business Park 127 Hartwell Street,Suite 2 West Boylston.MA 01583 TEL 508.835.8822 . 800.358.7960 FAX 508.835.8812 WEB www.cea-inc.com Massachusetts Connecticut Rhode Island , New Hampshire 1 Indiana New York i NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan BWSC 123 This Notice is Related to Release Tracking Number 4� 13380 A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address: 1617 Falmouth Road City/Town: Centerville Zip Code: 02632 B. This notice is being provided to the following party: 1. Name: Centerville Highway Division, Mr. Mark Ells 2. Street Address: 382 Falmouth Road City/Town: Hyannis Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): z1.That environmental sampling will be/has been conducted at property owned by the recipient of this notice. 2. Of the results of environmental sampling conducted at property owned by the recipient of this notice. ❑3. Check to indicate if the analytical results are attached. (If item 2. above is checked,the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: 1. Street Address: Old Post Road and Joyce Anne Road City/Town: Centerville Zip Code: 02632 2. MCP phase of work during which the sampling will be/has been conducted: ❑Immediate Response Action ❑Phase III Feasibility Evaluation ❑Release Abatement Measure ❑.Phase IV Remedy Implementation Plan ❑Utility-related Abatement Measure ❑ Phase V/Remedy.Operation Status ❑Phase I Initial Site Investigation ❑Post-Class C Operation, Maintenance and Monitoring Phase II Comprehensive Site Assessment ❑ Other (specify) 3. Description of property where sampling will be/has been conducted: ❑residential ❑✓ commerical ❑industrial ❑school/playground ❑Other (specify) 4. Description of the sampling locations and types (e.g.,soil, groundwater)to the extent known at the time of this notice. Groundwater Monitoring Wells E.Contact information related to the party providing this notice: Contact Name: Scott E.VanderSea,Corporate Environmental Advisors Street Address: 127 Hartwell Street City/Town: West Boylston Zip Code: 01583 Telephone: (508)835-8822 Email: svandersea@cea-inc.com ® Consultants Engineers', Contractors CORPORATE ENVIRONMENTAL ADVISORS,INC. May 2,2011 Mark Ells Director of DPW ' 382 Falmouth Road Hyannis,MA 02601 Re: Groundwater Analytical Results (April 8,2011) Old Post Road and Joyce Anne Road 'RE: 1617 Falmouth Road,Centerville,MA CEA Ref#7019-10; DUNS#: 0006-0467 J MADEP RTN 4-13380 To Whom It May Concern: Attached please find the laboratory analytical report for groundwater sampling activities conducted on Old Post Road and Joyce Anne Road, Centerville,Massachusetts. Groundwater monitoring wells MW-18DR,MW-18M and MW-18R,located on your property,were sampled by Corporate Environmental Advisors,Inc. (CEA) on behalf of Sunoco,Inc.(R&M) (Sunoco) on April 8,2011. This data is provided to you pursuant to 316 CMR 40.1403(10)(b) of the Massachusetts Contingency Plan(MCP). Please refer to the attached Site Layout for the locations of the groundwater monitoring wells and pertinent Site features. Groundwater samples were retained and submitted to Accutest Laboratories of New England (Accutest),located in Marlborough,Massachusetts,for analysis of volatile petroleum hydrocarbons(VPH)in accordance with the Massachusetts Department of Environmental Protection(MADEP)methodology. CEA will notify you in advance of any future groundwater sampling events. Please contact the undersigned at 508-835-8822 if you have any questions. Sincerely, CORPORATE ENVIRONMENTAL ADVISORS,INC. q �� r f t e Adam Guaraldi Scott E.VanderSea,LSP,LEP Geologist II Principal Hydrogeologist cc: Mr.William Brochu,Sunoco,Inc.(R&M) ,1 ADDRESS Hartwell Business Park j 127 Hartwell Street.Suite 2 — West Boylston..MA 01583 TEL 508.835.8822 . 800.358.7960 FAX 508.835.8812 WEB www.cea-inc.com Massachusetts , Connecticut Rhode Island New Hampshire Indiana New York NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan BWSC 123 This Notice is Related to L7 Release Tracking Number 4� 13380 A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address: 1617 Falmouth Road City/Town: Centerville Zip Code: 02632 B. This notice is being provided to the following party:~ 1. Name: Barnstable Highway Department, Mark Ells 2. Street Address: 382 Falmouth Road City/Town: Hyannis Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): 0 1. That environmental sampling will be/has been conducted at property owned by the recipient of this notice. ❑✓ 2. Of the results of environmental sampling conducted at property owned by the recipient of this notice. ❑✓ 3. Check to indicate if the analytical results are attached. (If item 2. above is checked,the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: 1. Street Address: Old Post Road and Joyce Anne Road City/Town: Centerville Zip Code: 02632 2. MCP phase of work during which the sampling will be/has been conducted: ❑Immediate Response Action ❑Phase III Feasibility Evaluation ❑Release Abatement Measure ❑ Phase IV Remedy Implementation Plan ❑Utility-related Abatement Measure 0 Phase V/Remedy Operation Status ❑Phase I Initial Site Investigation ❑Post-Class C Operation, Maintenance and Monitoring ❑Phase II Comprehensive Site Assessment ❑ Other (specify) 3. Description of property where sampling will be/has been conducted: ❑residential ❑commerical ❑industrial ❑school/playground ✓❑Other Roadway (specify) 4. Description of the sampling locations and types(e.g.,soil, groundwater)to the extent known at the time of this notice. Groundwater Monitoring Wells E. Contact information related to the party providing this notice: Contact Name: Scott E. VanderSea, Corporate Environmental Advisors Street Address: 127 Hartwell Street City/Town: West Boylston Zip Code: 01583 Telephone: (508)835-8822 Email: svandersea@cea-inc.com I � W S N a , Q 9� Q Q O L E G E N D O ww- MONITORING WELL DESTROYED MONITORING WELL O O ♦ (APPROXIMATE LOCATION) O AIR SPARGE WELL ` ♦ RECOVERY WELL /2M SOIL BORING ww PROPERTY BOUNDARY —W— WATER LINE -E&T- ELECTRIC AND TELEPHONE flow UST UNDERGROUND STORAGE TANK im o O ww- #197 #37 CORPORATE ENVIRONMENTAL C ==A , ADVISORS, INC. Assessments - Remediation - Emergency Response 127 HARTWELL ST. W.BOYLSTON, MA. ;GALE AS SHOWN DR. BY: K. HAZEL ATE: 2/22/11 APP. BY: SEV JOB NO.: 7019-10 AREA PLAN 3UNOCO REFERENCE: PLAN ENTITLED 'AREA PLAN, PLATE 2' PREPARED BY KI1617 FALMOUTH ROAD (ROUTE 28) FIGURE-3 PLAN DATED SEPT EMBER 1997. ,PLAN SCALE 1'= 80'. ;ENT . 1 OZZ66W issinc)otr■ L£do 14 as punodiuoO E jo aouapina anpdumsaid salEolpal = N aSuet uope igrteo spaaoxa amen salearPUI = g 3pmlq Poglaui papposse ul puno;alSleue salEolPuI = g Iliul'I Su. oda-d = 'RI amen paleuipsa ue salEolpul = f pa13al9p ION = CIN %0£I-OL %LL auanlolouiotglQ-S'Z 8-69-5I9 %0£I-OL %9L auanlolouioigl(I-5'Z 8-65119 SRUTI Z#tma I#un-a Sauaeoaag a;BSotM *ON SYo USn 05 (IN 0114egd11V ZID-60 USn 05 (IN sopegdtly 8o-5o I/Sn 09 QN ('fPeufl) sopEuio.V 013 -60 I/Sn 05 QN ('fpEuly sOpegdlld Z i 3-60 On 05 (IN ('fpeuN sapEgdq 8�-5o I/Sn 0'Z QN aualxx-o 9-Lt-56 I/Sn 0'Z QN aualXX-d'ui USn O•Z QN auanloL £-88-80I I/Sn O'£ QN aual TO-ON £-OZ-16 On 0'I QN iaglg Ifqng Iiai,IXglaw v-v0-�£9I I/Sn 0'Z QN auazuagl&glg �-It-OOI USn 0'Z QN auazuag Z-U-IL a SIM 'ICI ;Insag punodmoo -oX Sao MZ HdA VNI Z#ung itu 0'9 i#un21 oungoA aStna Z#un�j L50ZQgO e/u E/u Jv II/5I/�O I TZ95£6QS I#unH go;8g Ivog4s ' tla;8g chid also data All POZ413uv 3Q QI Gua VW,alllnaalua3 Qd glnowlE,d L19I:VHD :jafota E/u :SpTlos;uaom(l I'I AflU HdA.cIHCFV I :POTQFq 11/II/6O :POAFW'H 04M ialEM punoto-ad :34413N I I/80/V0 :poldumS olva 6-OZZ66W VI aldm9S V'I H(J8I-MW :C[I aldumS juar 13O i a.SEa SiS1(jEiIV jo pod221 © sauo eao E sa . I q7l Inaa d as • N J N i Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: MW-18R Lab Sample ID: M99220-11 . Date Sampled: 04/08/11 Matrix: AQ-Ground Water Date Received: 04/11/11 Method: MADEP VPH REV 1.1 Percent Solids: n/a Project: CEA:1617 Falmouth RD Centerville, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 BD43560.D 1 04/15/11 AF n/a n/a GBD2057 Run#2 Purge Volume Run#1 5.0 ml Run#2 MA VPH List CAS No. Compound Result RL Units Q 71-43-2 Benzene ND 2.0 ug/1 100-41-4 Ethylbenzene ND 2.0 ug/1 1634-04-4 Methyl Tert Butyl Ether ND 1.0 ug/1 91-20-3 Naphthalene ND 3.0 ug/1 108-88-3 Toluene ND 2.0 ug/l m,p-Xylene ND 2.0 ug/1 95-47-6 o-Xylene ND 2.0 ug/1 C5-C8 Aliphatics (Unadj.) ND 50 ug/1 C9- C12 Aliphatics (Unadj.) ND 50 ug/1 C9-C10 Aromatics(Unadj.) ND 50 ug/1 C5- C8 Aliphatics ND 50 ug/1 C9-C12 Aliphatics ND 50 ug/1 CAS No. Surrogate Recoveries Run#1 Run#2 Limits 615-59-8 2,5-Dibromotoluene 76% 70-130% 615-59-8 2,5-Dibromotoluene 79% 70-130% 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 16of37 ■,raccu-r�sT M99220 ,••'•••"" `• 1 0 Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: MW-18M Lab Sample ID: M99220-10 Date Sampled: 04/08/11 Matrix: AQ- Ground Water Date Received: 04/11/11 Method: MADEP VPH REV 1.1 Percent Solids: n/a Project: CEA:1617 Falmouth RD Centerville, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 BD43561.D 1 04/15/11 AF n/a n/a GBD2057 Run#2 Purge Volume Run#1 5.0 nil Run#2 MA VPH List CAS No. Compound Result RL Units Q 71-43-2 Benzene ND 2.0 ug/l 100-41-4 Ethylbenzene ND 2.0 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 ug/1 91-20-3 Naphthalene ND 3.0 ug/l 108-88-3 Toluene ND 2.0 ug/l m,p-Xylene ND 2.0 ug/l 95-47-6 o-Xylene ND 2.0 ug/l C5- C8 Aliphatics (Unadj.) ND 50 ug/l C9- C12 Aliphatics (Unadj.) ND 50 ug/l C9-C10 Aromatics (Unadj.) ND 50 ug/l C5- C8 Aliphatics ND 50 ug/1 C9-C12 Aliphatics ND 50 ug/l CAS No. Surrogate Recoveries Run#1 Run#2 Limits 615-59-8 2,5-Dibromotoluene 77% 70-130% 615-59-8 2 5-Dibromotoluene 80% 70-130% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 15 of 37 M99220 ••"•••"" `• KL E//VFEL DER Bright People.Right Solutions. March 23, 2009 Cornelius W. Andres Centerville Highway Division 382 Falmouth Road Hyannis,MA 02601 Re: Submittal of Analytical Data Old Post Road and Joyce Anne Road Centerville, MA MADEP RTN #4-l 4632, 4-13 80, &4-17000 Dear Mr. Andres: On behalf of Sunoco, Inc. (R&M), and pursuant to the requirements of 310 CMR 40.1403(l0), Kleinfelder is hereby providing you with a copy of the laboratory report of analysis of groundwater samples collected from monitoring wells MW-18R, MW-18MR, MW-1 8DR, and MW-21 (refer to attached Site Plan for well locations)on February 6, 2009. This information is being provided to you based on records indicating that a Road Opening Permit was issued prior to the installation of groundwater monitoring wells located on Old Post Road. Information regarding public involvement opportunities are available under 310 CMR 40.1403(9). A copy of these laboratory reports will also be provided to the Massachusetts Department of Environmental Protection_ (MADEP)with the next required regulatory report submittal. The next sampling event is scheduled to be completed in May 2009. Should you have any questions please do not hesitate to contact me at(800) 522-8740 x260 C Sincerely, m : KLEINFELDER o -v Stuart W. Same U0 m Senior Case Manager Enclosure Cc: Sunoco(Central File) MADEP, SERO, 20 Riverside Drive, Lakeville,MA 02347 Ref:#0006-0467_Ltr Sample Results 03-09 30 Porter Road, Littleton, MA 01460 p 978.486.0060 f 978.486.0630 NOTICE OF ENVIRONMENTAL SAMPLING BWSC 123 As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan i This Notice is Related to Release Tracking Number F4 14632 A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address: 1617 Falmouth Road City/Town: Centerville Zip Code: 02632 B. This notice is being provided to the following party: 1. Name: Centerville Highway Division 2. Street Address: 382 Falmouth Road City/Town: Hyannis, MA Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): Q✓ 1. That environmental sampling will be/has been conducted at property owned by the recipient of this notice. ❑✓ 2. Of the results of environmental sampling conducted at property owned by the recipient of this notice. ❑✓ 3. Check to indicate if the analytical results are attached. (If item 2. above is checked, the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: 1. Street Address: Old Post Road and Joyce Anne Road City/Town: Centerville, MA Zip Code: 02632 2. MCP phase of work during which the sampling will be/has been conducted: ❑Immediate Response Action ❑ Phase III Feasibility Evaluation ❑Release Abatement Measure ❑ Phase IV Remedy Implementation Plan ❑Utility-related Abatement Measure ✓❑ Phase V/Remedy Operation Status ❑Phase I Initial Site Investigation ❑ Post-Class C Operation, Maintenance and Monitoring ❑Phase II Comprehensive Site Assessment ❑ Other (specify) 3. Description of property where sampling will be/has been conducted: ❑residential ❑commerical ❑industrial ❑school/playground ❑✓ Other Roadway (specify) 4. Description of the sampling locations and types (e.g., soil, groundwater)to the extent known at the time of this notice. Groundwater at MW-18R, MW-18MR, MW-18DR, and MW-21 E.Contact information related to the party providing this notice: Contact Name: Kleinfelder-Stuart W. Saine Street Address: 30 Porter Road City/Town: Littleton Zip Code: 01460 Telephone: 978-486-0060 x 260 Email: ssaine@kleinfelder.com ATTACHED IMAGES: ATTACHED XREFS: y LITTLETON,MA CAD FILE:GACad%Figures\Sunoco\040703% LAYOUT:Model PLOTTED: 26 Aug 2008.4:22pm.ARomano MW-11 MW-12 CO C\2 ! I MW 114 BAYBERRY SQUARE j/ W CONDOMJIIUMS / E- RW-3 (COMMERCIAL) BMW-13 v AS �/SS MW-8* /W B-1 ' I�Aw-1 MW-15 MW-15S MW- MW-7 Q UST d RW-1- AS-1 7�� I AREA SHED MW-5 I � RW-� #1645 I jW-10� M -3 PUMP % ISLAND I MW-9�! / I � tW-16 % 0 % LEACHING I d % FIELD j [� MW-17 % MW-2A MW�-40 SERVICE MW.4 I STATION #1617 J MW-A / APPROXIMATE �• LOCATION OF MW38 j \ INFILTRATION j \ GALLERY j MONITORING WELL \ / DESTROYED MONITORING WELL \. (APPROXIMATE LOCATION) v O AIR SPARGE WELL ♦ RECOVERY WELL SOIL BORING -•--- PROPERTY BOUNDARY —W— WATER LINE -E&T- ELECTRIC AND TELEPHONE UST UNDERGROUND STORAGE TANK 60 30 0 60 APPROXIMATE SCALE(feet) PROJECT NO. 0006-0467 PLATE SITE PLAN DRAWN: AUG 2008 KLEIN FELDER DRAWN BY: ANG �m a• � "`�° g CHECKED BY: FORMER SUNOCO SERVICE STATION �--•m� b �BrfgMPoopk.RIgMSohrtlavx FILE NAME: SUN DUNS 90006-0467 04SITE.dwg 1617 FALMOUTH ROUND CENTERVILLE.MASSACHUSETTS FFB 2 0 2009 LAFAYETTE LABORATORY 2M 500 AMBASSADOR CAFFERY PARKWAY �® SCOTT,LA 70583 (337)237-4775 Case Narrative for: SPL - HOUSTON Certificate of Analysis Number: 09020402 Report To: Project Name: 09020286 SPL-HOUSTON 3 ft SUNOCO Georgia Jones Site Address: 8880 INTERCHANGE DR. HOUSTON PO Number: TX State: Client Specified 77064- State Cert.No.: ph:(713)660-0901 fax: Date Reported: 2/17/2009 Matrix spike(MS)and matrix spike duplicate(MSD)samples are chosen and tested at random from an analytical batch of"Eke'matrix to check for possible matrix effect. The MS and MSD will provide site specific matrix data for those samples spiked by the laboratory and may be applicable to other samples of similar matrix from the site. Since the MS and MSD are chosen at random from an analytical batch,the sample chosen for spike purposes may or may not have been a sample submitted in this sample delivery group. The validity of the analytical procedures for which data is reported in this analytical report is determined by the Laboratory Control Sample(LCS) and the Method Blank(MB).The Laboratory Control Sample(LCS)and the Method Blank(MB)are processed with the samples and the MS/MSD to ensure method criteria are achieved throughout the entire analytical process. Any other exceptions associated with this report will be footnoted in the analytical result page(s)or the quality control summary page(s). Please do not hesitate to contact us if you have any questions or comments pertaining to this data report.Please reference the above Certificate of Analysis Number. This report shall not be reproduced except in full,without the written approval of the laboratory.The reported results are only representative of the samples submitted for testing. SPL,Inc.is pleased to be of service to you.We anticipate working with you in fulfilling all your current and future analytical needs. TOTAL NUMBER OF PAGES IN THIS REPORT: PAGES 09020402 Page 1 2/17/2009 Ralph E.Frye Date Project Manager Test results meet all requirements of NELAC,unless specified in the narrative. LAFAYETTE LABORATORY '04�0 500 AMBASSADOR CAFFERY PARKWAY ® SCOTT,LA 70583 (337)237-4775 SPL - HOUSTON Certificate of Analysis Number: 09020402 Report To: SPL-HOUSTON Project Name: 09020286 Georgia Jones , SUNOCO 8880 INTERCHANGE DR. Site Address HOUSTON TX PO Number: 77064- ph:(713)660-0901 fax: (713)660-8976 State: Client Specified State Cart No.: Fax TO: Date Reported: 2/17/2009 Client Sample ID Lab Sample ID Matrix Date Collected Date Received COC ID HOLD MW01-MW-1 09020402-01 Water 2/6/2009 10:45:00 AM 2/11/2009 9:45:00 AM [] MW03-MW-3 09020402-02 Water 2/6/2009 11:05:00 AM 2/11/2009 9:45:00 AM MW06-MW-6 09020402-03 Water 2/6/2009 11:00:00 AM 2/11/2009 9:45:00 AM El MW09-MW-9 09020402-04 Water 2/6/2009 1:05:00 PM 2/11/2009 9:45:00 AM MW010-MW-10 09020402-05 Water 2/6/2009 10:40:00 AM 2/11/2009 9:45:00 AM El MWO13-MW-13 09020402-06 Water 2/6/2009 1:10:00 PM 2/11/2009 9:45:00 AM MWO14-MW-14 09020402-07 Water 2/6/2009 12:00:00 PM 2/11/2009 9:45:00 AM ET MWO15-MW-15 09020402-08 Water 2/6/2009 12:05:00 PM 2/11/2009 9:45:00 AM El MW18DR-MW-18DR 09020402-09 Water 2/6/2009 2:30:00 PM 2/11/2009 9:45:00 AM MW 18M-MW-18M 09020402-10 Water 2/6/2009 2:45:00 PM 2/11/2009 9:45:00 AM (� MW 18R-MW-18R 09020402-11 Water 2/6/2009 2:20:00 PM 2/11/2009 9:45:00 AM MW-21-MW-21 09020402-12 Water 2/6/2009 3:30:00 PM 2/11/2009 9:45:00 AM El MW37-MW-37 09020402-13 Water 2/6/2009 3:03:00 PM 2/11/2009 9:45:00 AM TB 09020402-14 Water 2/6/2009 2/11/2009 9:45:00 AM 2/17/2009 Ralph E.Frye Date Project Manager Ron Benjamin Laboratory Director Tristan Davis Quality Assurance Officer 09020402 Page 2 2/172009 7:29:30 AM LAFAYETTE LABORATORY 500 AMBASSADOR CAFFERY PARKWAY ® SCOTT,LA 70583 (337)2374775 Client Sample ID:MWI8DR-MW-18DR Collected: 02/06/2009 14:30 SPL Sample ID: 09020402-09 Site: SUNOCO Analyses/Method Result QUAL Rep.Llmlt DII.Factor Date Analyzed Analyst Seq. VOLATILE PETROLEUM HYDROCARBONS(WATER) MCL VPH EPH ALL Units:ug/L Benzene ND 1 1 02/13/09 16:52 SRA 2972205 Toluene ND 1 1 02/13/09 16:52 SRA 2972205 Ethylbenzene ND 1 1 02113/0916:52 SRA 2972205 m,p-Xylene ND 2 1 02/13/09 16:52 SRA 2972205 o-Xylene NO 1 1 02/13/09 16:52 SRA 2972205 Methyl tent-butyl ether ND 8 1 02/13/09 16:52 SRA 2972205 Naphthalene ND 10 1 02/13/09 16:52 SRA 2972205 C5-C8 Aliphatics(Unadjusted) ND 200 1 02/13/09 16:52 SRA 2972206 C9-C12 Aliphatics(Unadjusted) ND 100 1 02/13/09 16:52 SRA 2972206 C9-C10 Aromatics NO 30 1 02/13/09 16:52 SRA 2972205 C5-C8 Alphatics(Adjusted) ND 200 1 02/13/09 16:52 SRA 2972205 C9-C12 Aliphatics(Adjusted) ND 100 1 02/13/09 16:52 SRA 2972205 Sun.2,5-Dibromotoluene 99.4 % 70-130 1 02/1310916:52 SRA 2972206 Sum 2,5-Dibromotoluene 95.6 % 70-130 1 02/13/09 16:52 SRA 2972205 Qualifiers: ND/U-Not Detected at the Reporting Limit >MCL-Result Over Maximum Contamination Limft(MCL) BN-Analyte detected in the associated Method Blank D-Surrogate Recovery Unreportable due to Dilution -Surrogate Recovery Outside Advisable OC Limits MI-Matrix Interference J-Estimated Value between MDL and PQL E-Estimated Value exceeds calibration curve 09020402 Page 11 TNTC-Too numerous to count 2/17/2009 7z9:33 AM LAFAYETTE LABORATORY 500 AMBASSADOR CAFFERY PARKWAY �® SCOTT,LA 70583 (337)237.4775 Client Sample ID:MW18M-MW-18M Collected: 02/06/2009 14:45 SPL Sample ID: 09020402-10 Site: SUNOCO Analyses/Method Result QUAL Rep.Llmft DII.Factor Date Analyzed Analyst Seq.# VOLATILE PETROLEUM HYDROCARBONS(WATER) _ MCL VPH_EPH ALL Units:ug/L Benzene ND 1 1 02/13/0917:25 SRA 2972208 Toluene NO 1 1 02/13/09 17:25 SRA 2972208 Ethylbenzene ND 1 1 02/13/09 17:25 SRA 2972208 m,p-Xylene ND 2 1 02/13/09 17:25 SRA 2972208 o-Xylene ND 1 1 02/13/09 17:25 SRA 2972208 Methyl tert-butyl ether ND 8 1 02/13/09 17:25 SRA 2972208 Naphthalene ND 10 1 02/13/09 17:25 SRA 2972208 C5-C8 Aliphatics(Unadjusted) ND 200 1 02/13/09 17:25 SRA 2972207 C9-C12 Aliphatics(Unadjusted) NO 100 1 02/13/09 17:25 SRA 2972207 C9-C10 Aromatics NO 30 1 02/13/09 17:25 SRA 2972208 C5-C8 Aliphatics(Adjusted) NO 200 1 02/13/09 17:25 SRA 2972208 C9-C12 Aliphatics(Adjusted) ND 100 1 02/13/09 17:25 SRA 2972208 Surr:2,5-Dibromotoluene 96.4 % 70-130 1 02/1310917:25 SRA 2972207 Surr.2,5-Dibromotoluene 92.7 % 70-130 1 02/13/09 17:25 SRA 2972208 Qualifiers: ND/U-Not Detected at the Reporting Limit >MCL-Result Over Maximum Contamination Limit(MCL) B/V-Analyte detected in the associated Method Blank D-Surrogate Recovery Unreportable due to Dilution -Surrogate Recovery Outside Advisable QC Limits MI-Matrix Interference J-Estimated Value between MDL and PQL E-Estimated Value exceeds calibration curve 09020402 Page 12 TNTC-Too numerous to count 2/172009 7:29:33 AM LAFAYETTE LABORATORY 500 AMBASSADOR CAFFERY PARKWAY �® SCOTT,LA 70583 (337)237A775 Client Sample ID:MWI8R-MW-18R Collected: 02/06/2009 14:20 SPL Sample ID: 09020402-11 Site: SUNOCO Analyses/Method Result QUAL Rep.Llmlt DII.Factor Date Analyzed Analyst Seq.0 VOLATILE PETROLEUM HYDROCARBONS(WATER) MCL VPH EPH ALL Units:ug/L Benzene-- ND 1 1 02/13/09 19:36 SRA 2972216 Toluene ND 1 1 02/13/09 19:36 SRA 2972216 Ethylbenzene ND 1 1 02/1310919:36 SRA 2972216 m,p-Xylene ND 2 1 02/13/09 19:36 SRA 2972216 o-Xylene ND 1 1 02/13/09 19:36 SRA 2972216 Methyl tart-butyl ether ND 8 1 02/13/09 19:36 SRA 2972216 Naphthalene NO 10 1 02/13/09 19:36 SRA 2972216 C5-C8 Aliphatics(Unadjusted) ND 200 1 02/13/09 19:36 SRA 2972215 C9-C12 Aliphatics(Unadjusted) NO 100 1 02/13/09 19:36 SRA 2972215 C9-C10Aromatics ND 30 1 02/1310919:36 SRA 2972216 C5-C8 Aliphatics(Adjusted) NO 200 1 02/13/09 19:36 SRA 2972216 C9-C12 Aliphatics(Adjusted) ND 100 1 02/13/09 19:36 SRA 2972216 Surr:2,5-Dibromotoluene 94.2 % 70-130 1 02/13/09 19:36 SRA 2972215 Surr.2,5-Dibromotduene 91.8 % 70-130 1 02/13/09 19:36 SRA 2972216 Quall lers: ND/U-Not Detected at the Reporting Limit >MCL-Result Over Maximum Contamination Limit(MCL) BN-Analyte detected in the associated Method Blank D-Surrogate Recovery Unreportable due to Dilution `-Surrogate Recovery Outside Advisable QC Limits MI-Matrix Interference J-Estimated Value between MDL and PQL E-Estimated Value exceeds calibration curve 09020402 Page 13 TNTC-Too numerous to count 2/UNN 7:29:33 AM LAFAYETT LABORATORY �06#�Sa I W, 500 AMBASSADORR CAFFERY PARKWAY ® SCOTT,LA 70583 (337)2374775 Client Sample ID:MW-21-MW-21 Collected: 02/06/2009 15:30 SPL Sample ID: 09020402-12 Site: SUNOCO Ana"es/Method Result QUAL Rep.Limit DII.Factor Date Analyzed Analyst Seq.# VOLATILE PETROLEUM HYDROCARBONS(WATER) MCL VPH EPH ALL Units:ug/L Benzene ND 1 1 02/13/09 20:08 SRA 2972217 Toluene NO 1 _ 1 02/13/09 20:08 SRA 2972217 Ethylbenzene NO 1 1 02/13/09 20:08 SRA 2972217 m,l)-XYIene ND 2 1 02/13/09 20:08 SRA 2972217 o-Xylene NO 1 1 02/13/09 20:08 SRA 2972217 Methyl tert-butyl ether NO 8 1 02/13/09 20:08 SRA 2972217 Naphthalene ND 10 1 02/13/09 20:08 SRA 2972217 C5-C8 Aliphatics(Unadjusted) ND 200 1 02/13/09 20:08 SRA 2972218 C9-C12 Aliphatics(Unadjusted) NO 100 1 02/13/09 20:08 SRA 2972218 C9-C10 Aromatics NO 30 1 02/13/09 20:08 SRA 2972217 C5-C8 Aliphatics(Adjusted) NO 200 1 02/13/09 20:08 SRA 2972217 C9-C12 Aliphatics(Adjusted) NO 100 1 02/13/09 20:08 SR 22972217 Sun.2,5-Dibromotoluene 99.5 % 70-130 1 02/13/09 20:08 SRA 2972218 Surr.2,5-Dibromotduene 92.3 % 70-130 1 02/13/09 20:08 SRA 2972217 Qualifiers: ND/U-Not Detected at the Reporting Limit >MCL-Result Over Maximum Contamination Limit(MCL) B/V-Analyte detected in the associated Method Blank D-Surrogate Recovery Unreportable due to Dilution -Surrogate Recovery Outside Advisable QC Limits MI-Matra Interference J-Estimated Value between MDL and PQL E-Estimated Value exceeds calibration curve 09020402 Page 14 TNTC-Too numerous to count 211 moos 7:29:33 AM SP 80In�change Drive CHAIN-OF-CUSTODY RECORD Page I of Houston,Tx 770 54-2 5 1 2 Company Geologic Services Corporation I Meinfelder (713)660-0901 Project Manager Jones,Georgia Subcontractor Sample Receiving Project Narne Sunoco#0006-0467 Southern Petroleum Labs TEL: (318)2374775 QQLevel SUN 1 500 Ambassador FAX: (318)237-8005 Requested state Massachusetts Scott,LA 70583 Acct#: INTERCOMPANY 10-Feb-09 Requested Tests Sample ID Client Sample Matrix Collection Date Due Date DEP VPH REV 09020286-01A MW01-MW-1 Water 02106/0910:45 02=09 1 09020286-02A MW03-MW-3 Water 02AWM 11:05 Eiii09 1 09020286-03A MW06 MW-6 water 02/061 911:00 0222/09 1 3 09020286-04A MW09-MW-9 Water 02A)6/0913:05 02/22= 1 3 09020286-05A MW010-MW-10 Water 02/06i0910:40 02/22/09 1 09020286-06A MW013-MW-13 Water 02/08I0913:10 02/22/09 1 3 09020286-07A MWO14-MW-14 Water 02MM912:00 02Q2/09 1 3 09020286-08A MW015-MW-15 Water 02/06M912:05 OZ22/09 1 3 09020286-09A MW18DR-MW-18DR WaterT 02106M 14:30 02/22/09 1 S 09020286-10A MW18M-MW-18M Water 02/Of M 14:45 02/22/09 1 3 09020286-11A MW18R-LW-18R Water 02/06/0914:20 02I22/09 1 09020286-12A MW21-MW-21 Water 02/06/0915:30 02/22/09 1 09020286-13A MW37-MW-37 Water 02/06/0915:05 0=2/09 1 0902028&14A TB Water 02/06/090:00 02/22/09 1 GS coal A,# Comments: Please analyze these samples for Massachusetts Volatile Petroleum Hydrocarbons Run a EDManEDD Sunoco EDD as well as the EWS NH EDD.Make sure when you send the EQuIS NH EDD that you zip the file Please contact Georgia Jones(gjones@aj ioc coml or Nancy Ban:era(nbarrera6a spl-mc corn)with any questions at 713-660-0901 After analysis the samples do not need to be returned and can be disposed per your standard laboratory practices Date/Time Date/Time r Relinquished Z t�-L�A 0 L3 Received by: Relinquished by: [ � ^ 0 Received by: / )F- - N. M 30 Porter Road KL E/NFEL DER Littleton,MA Bright People.Right Solutions. 01460 pl 978.486.0060 f 1978.486.0630 kleinfelder.com wED October 3, 2008 Dept 0i pubift � Cornelius W. Andres Centerville Highway Division ^aVns$a60 382 Falmouth Road °�o��vt� � Hyannis, MA 02601 * 1 �3uJ1tf�S1� Re: Submittal of Analytical Data Old Post Road and Joyce Anne Road Centerville, MA MADEP RTN#4-14632,4-13 80, & 4-17000 Dear Mr. Andres: On behalf of Sunoco, Inc. (R&M), and pursuant to the requirements of 310 CMR 40.1403(10), Kleinfelder is hereby providing you with a copy of the laboratory report of analysis of groundwater samples collected from monitoring wells MW-18R, MW-18MR, MW-18DR, and MW-21 (refer to attached Site Plan for well locations)on August 13, 2008. This information is being provided to you based on records indicating that a Road Opening Permit was issued prior to the installation of groundwater monitoring wells located on Old Post Road. Information regarding public involvement opportunities are available under 310 CMR 40.1403(9). A copy of these laboratory reports will also be provided to the Massachusetts Department of Environmental Protection (MADEP) with the next required regulatory report submittal. The next sampling event is scheduled to be completed in November 2008. _ Should you have any questions please do not hesitate to contact me at(800) 522-8740 x260., -- c ' Sincerely, Z E35- Senior Ln 0 rn Case Manager Enclosure Cc: William J. Brochu, Sunoco(via Enfos) Yvonne Monti, Sunoco (via Enfos) MADEP, SERO, 20 Riverside Drive, Lakeville, MA 02347 Ref: #0006-0467_Ltr_Sample Results 10-08 NOTICE OF ENVIRONMENTAL SAMPLING ' As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan L BWSC 123 This Notice is Related to Release Tracking Number F4 14632 A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address: 1617 Falmouth Road City/Town: Centerville Zip Code: 02632 B. This notice is being provided to the following party: 1. Name: Centerville Highway Division 2. Street Address: 382 Falmouth Road City/Town: Hyannis, MA Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): F 1. That environmental sampling will be/has been conducted at property owned by the recipient of this notice. ❑✓ 2. Of the results of environmental sampling conducted at property owned by the recipient of this notice. Q✓ 3. Check to indicate if the analytical results are attached. (If item 2. above is checked, the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: 1. Street Address: Old Post Road and Joyce Anne Road City/Town: Centerville, MA Zip Code: 02632 2. MCP phase of work during which the sampling will be/has been conducted: ❑immediate Response Action ❑Phase III Feasibility Evaluation ❑Release Abatement Measure ❑ Phase IV Remedy Implementation Plan ❑Utility-related Abatement Measure ✓❑ Phase V/Remedy Operation Status ❑Phase I Initial Site Investigation ❑Post-Class C Operation, Maintenance and Monitoring i ❑Phase ll Comprehensive Site Assessment ❑ Other (specify) 3. Description of property where sampling will be/has been conducted: ❑residential ❑commerical ❑industrial ❑school/playground ❑✓ Other Roadway (specify) 4. Description of the sampling locations and types (e.g., soil, groundwater)to the extent known at the time of this notice. Groundwater at MW-18R, MW-18MR, MW-18DR, and MW-21 E. Contact information related to the party providing this notice: Contact Name: Kleinfelder- Stuart W. Saine Street Address: 30 Porter Road City/Town: Littleton Zip Code: 01460 Telephone: 978-486-0060 x 260 Email: ssaine@kleinfelder.com J NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan MASSACHUSETTS REGULATIONS THAT REQUIRE THIS NOTICE This notice is being provided pursuant to the Massachusetts Contingency Plan and the notification requirement at 310 CMR 40.1403(10). The Massachusetts Contingency Plan is a state regulation that specifies requirements for parties who are taking actions to address releases of chemicals (oil or hazardous material) to the environment. THE PERSON(S) PROVIDING THIS NOTICE This notice has been sent to you by the party who is addressing a release of oil or hazardous material to the environment at the location listed in Section A on the reverse side of this form. (The regulations refer to the area where the oil or hazardous material is present as the "disposal site".) PURPOSE OF THIS NOTICE When environmental samples are taken as part of an investigation under the Massachusetts Contingency Plan at a property on behalf of someone other than the owner of the property, the regulations require that the property owner (listed in Section B on the reverse side of this form) be given notice of the environmental sampling. The regulations also require that the property owner subsequently receive the analytical results following the analysis of the environmental samples. Section C on the reverse side of this form indicates the circumstance under which you are receiving this notice at this time. If you are receiving this notice to inform you of the analytical results following the analysis of the environmental samples, you should also have received, as an attachment, a copy of analytical results. These results should indicate the number and type(s) of samples (e.g., soil, groundwater) analyzed, any chemicals identified, and the measured concentrations of those chemicals. Section D on the reverse side of this form identifies the property where the environmental sampling will be/has been conducted, provides a description of the sampling locations within the property, and indicates the phase of work under the Massachusetts Contingency Plan regulatory process during which the samples will be/were collected. FOR MORE INFORMATION Information about the general process for addressing releases of oil or hazardous material under the Massachusetts Contingency Plan and related public involvement opportunities may be found at http://www.mass.gov/dep/cleanup/oview.htm. For more information regarding this notice, you may contact the party listed in Section E on the reverse side of this form. Information about the disposal site identified in Section A is also available in files at the Massachusetts Department of Environmental Protection. See http://mass.gov/dep/about/region/schedule.htm if you would like to make an appointment to see these files. Please reference the Release Tracking Number listed in the upper right hand corner on the reverse side of this form when making file review appointments. LMIE10.W ........... C0 cc C-3 � �oyO � o O 00 ";p O �lv'� O� �/ 'po > \/ O - O L-J T � r - � //� Xm 'v (ROUTE 28) ALIA ROAD r5 O Z HOUSTON LABORATORY 8880 INTERCHANGE DRIVE C SAPHO(713)60-0901STON,TX 054 4® Geologic Services Corporation / Kleinfelder Certificate of Analysis Number: 08080813 Report To: Project Name: SAP#60467 Geologic Services Corporation/Kleinfelder Site: 1617 Falmouth Rd.,Centerville MA Bruce C.Ross Site Address: 30 Porter Road PO Number: 60467 Littleton MA State: Massachusetts 01460- State Cert.No.: ph (800)522-8740 fax: Date Reported: 9/2/2008 This Report Contains A Total Of 24 Pages Excluding This Page, Chain Of Custody And Any Attachments 9/2/2008 Date Test results meet all requirements of NELAC,unless specified in the narrative. �, HOUSTON LABORATORY 8880 INTERCHANGE DRIVE A zl� I CC HOUSTON,TX 77054 (713)660-0901 Geologic Services Corporation / Kleinfelder Certificate of Analysis Number: 08080813 Report To: Geologic Services Corporation/Kleinfelder Project Name: SAP#60467 Bruce C.Ross Site: 1617 Falmouth Rd.,Centerville MA 30 Porter Road Site Address: Littleton MA PO Number: 60467 01460- State: Massachusetts ph (800)522-8740 fax: (978)486-0630 State Cert.No.: Fax To: Date Reported: 9/2/2008 Client Sample ID Lab Sample ID Matrix Date Collected Date Received COC ID HOLD MW01-MW-1 08080813-01 Water 8/13/2008 12:00:00 PM 8/15/2008 10:00:00 AM ❑ MW05-MW-5 08080813-02 Water 8/13/2008 12:00:00 PM 8/15/2008 10:00:00 AM ❑ MW06-MW-06 08080813-03 Water 8/13/2008 12:30:00 PM 8/15/2008 10:00:00 AM ❑ MW08R-MW-08R 08080813-04 Water 8/13/2008 2:30:00 PM 8/15/2008 10:00:00 AM ❑ MW10-MW-10 08080813-05 Water 8/13/2008 12:45:00 PM 8/15/2008 10:00:00 AM ❑ MW 14-MW-14 08080813-06 Water 8/13/2008 2:45:00 PM 8/15/2008 10:00:00 AM ❑ MW15-MW-15 08080813-07 Water 8/13/2008 1:30:00 PM 8/15/2008 10:00:00 AM ❑ MW 15S-MW-15S 08080813-08 Water 8/13/2008 2:00:00 PM 8/15/2008 10:00:00 AM 11 MW 16-MW-16 08080813-09 Water 8/13/2008 2:30:00 PM 8/15/2008 10:00:00 AM ❑ MW 18DR-MW-18DR 08080813-10 Water 8/13/2008 3:45:00 PM 8/15/2008 10:00:00 AM 11 MW 18MR-MW-18MR 08080813-11 Water 8/13/2008 4:00:00 PM 811 5/2008 10:00:00 AM ❑ MW 18R-MW-18R 08080813-12 Water 8/13/2008 3:30:00 PM 8/15/2008 10:00:00 AM ❑ MW21-MW-21 08080813-13 Water 8/13/2008 4:30:00 PM 8/15/2008 10:00:00 AM ❑ MW37-MW-37 08080813-14 Water 8/13/2008 2:30:00 PM 8/15/2008 10:00:00 AM ❑ MW9-MW-9 08080813-15 Water 8/13/2008 2:00:00 PM 8/15/2008 10:00:00 AM ❑ 9/2/2008 Georgia Jones Date Senior Project Manager Richard R.Reed Laboratory Director Ted Yen Quality Assurance Officer 08080813 Page 2 9/2/2008 3:35:19 PM n r HOUSTON LABORATORY 8880 INTERCHANGE DRIVE Cx HOUSTON,TX 77054 (713)660-0901 Client Sample ID:MW18DR-MW-18DR Collected: 08/13/2008 15:45 SPL Sample ID: 08080813-10 Site: 1617 Falmouth Rd., Centerville MA Analyses/Method Result QUAL Rep.Limit Dil.Factor Date Analyzed Analyst Seq.# MASSACHUSETTS VOLATILE PETROLEUM HYDROCARBON MCL iEP VPH REV1.1 Units: ug/L Benzene ND 1 1 08/27/08 0:36 SFE 4647985 C5-C8 Aliphatics ND 100 1 08/27/08 0:36 SFE 4648026 C9-C10 Aromatics ND 20 1 08/27/08 0:36 SFE 4647985 C9-C12 Aliphatics ND 30 1 08/27/08 0:36 SFE 4648026 Ethylbenzene ND 1 1 08/27/08 0:36 SFE 4647985 m+p-Xylenes ND 2 1 08/27/08 0:36 SFE 4647985 Methyl tert-butyl ether ND 5 1 08/27/08 0:36 SFE 4647985 Naphthalene ND 5 1 08/27/08 0:36 SFE 4647985 o-Xylene ND 1 1 08/27/08 0:36 SFE 4647985 Toluene ND 1 1 08/27/08 0:36 SFE 4647985 Surr:2,5-Dibromotoluene 112 % 70-130 1 08/27/08 0:36 SFE 4647985 Surr:2,5-Dibromotoluene 93.3 % 70-130 1 08/27/08 0:36 SFE 4648026 Qualifiers: ND/U-Not Detected at the Reporting Limit >MCL-Result Over Maximum Contamination Limit(MCL) B/V-Analyse detected in the associated Method Blank D-Surrogate Recovery Unreportable due to Dilution -Surrogate Recovery Outside Advisable QC Limits MI-Matrix Interference J-Estimated Value between MDL and PQL E-Estimated Value exceeds calibration curve 08080813 Page 12 TNTC-Too numerous to count 9/2/2008 3:35:26 PM HOUSTON LABORATORY 8880 INTERCHANGE DRIVE CN HOUSTON,TX 77054 (713)660-0901 Client Sample ID:MW 1 8MR-MW-1 8MR Collected: 08/13/2008 16:00 SPL Sample ID: 08080813-11 Site: 1617 Falmouth Rd., Centerville MA Analyses/Method Result QUAL Rep.Limit Dil.Factor Date Analyzed Analyst Seq.# MASSACHUSETTS VOLATILE PETROLEUM HYDROCARBON MCL CEP VPH REV1.1 Units: ug/L Benzene ND 1 1 08/27/08 2:41 SFE 4647986 C5-C8 Aliphatics NO 100 1 08/27/08 2:41 SFE 4648029 C9-C10 Aromatics ND 20 1 08/27/08 2:41 SFE 4647986 p C9 C 12 Ali hatics ND 30 1 08/27/08 2:41 SFE 4648029 Ethylbenzene NO 1 1 08/27/08 2:41 SFE 4647986 m+p-Xylenes ND 2 1 08/27/08 2:41 SFE 4647986 Methyl tert-butyl ether ND 5 1 08/27/08 2:41 SFE 4647986 Naphthalene ND 5 1 08/27/08 2:41 SFE 4647986 o-Xylene ND 1 1 08/27/08 2:41 SFE 4647986 Toluene ND 1 1 08/27/08 2:41 SFE 4647986 Surr:25-Dibromotoluene 106 % 70-130 1 08/27/08 2:41 SFE 4647986 Surr:2,5-Dibromotoluene 85.6 % 70-130 1 08/27/08 2:41 SFE 4648029 Qualifiers: ND/U-Not Detected at the Reporting Limit >MCL-Result Over Maximum Contamination Limit(MCL) B/V-Analyte detected in the associated Method Blank D-Surrogate Recovery Unreportable due to Dilution '-Surrogate Recovery Outside Advisable QC Limits MI-Matrix Interference J-Estimated Value between MDL and PQL E-Estimated Value exceeds calibration curve 08080813 Page 13 TNTC-Too numerous to count 9/2/2008 3:35:26 PM f HOUSTON LABORATORY A@EW AV 8880 INTERCHANGE DRIVE C HOUSTON,TX 77054 (713)660-0901 Client Sample ID:MW18R-MW-18R Collected: 08/13/2008 15:30 SPL Sample ID: 08080813-12 Site: 1617 Falmouth Rd., Centerville MA Analyses/Method Result QUAL Rep.Limit Dil.Factor Date Analyzed Analyst Seq.# MASSACHUSETTS VOLATILE PETROLEUM HYDROCARBON MCL iEP VPH REV1.1 Units: ug/L Benzene ND 1 1 08/27/08 3:11 SFE 4647987 C5-C8 Aliphatics ND 100 1 08/27/08 3:11 SFE 4648030 C9-C10 Aromatics NO 20 1 08/27/08 3:11 SFE 4647987 C9-C12 Aliphatics ND 30 1 08/27/08 3:11 SFE 4648030 Ethylbenzene NO 1 1 08/27/08 3:11 SFE 4647987 m+p-Xylenes NO 2 1 08/27/08 3:11 SFE 4647987 Methyl tert-butyl ether ND 5 1 08/27/08 3:11 SFE 4647987 Naphthalene NO 5 1 08/27/08 3:11 SFE 4647987 o-Xylene ND 1 1 08/27/08 3:11 SFE 4647987 Toluene NO 1 1 08/27/08 3:11 SFE 4647987 Surr:2,5-Dibromotoluene 108 % 70-130 1 08/27/08 3:11 SFE 4647987 Surr:2,5-Dibromotoluene 88.1 % 70-130 1 08/27/08 3:11 SFE 4648030 Qualifiers: ND/U-Not Detected at the Reporting Limit >MCL-Result Over Maximum Contamination Limit(MCL) B/V-Analyte detected in the associated Method Blank D-Surrogate Recovery Unreportable due to Dilution .-Surrogate Recovery Outside Advisable QC Limits MI-Matrix Interference J-Estimated Value between MDL and PQL E-Estimated Value exceeds calibration curve 08080813 Page 14 TNTC-Too numerous to count 9/2/2008 3:35:26 PM HOUSTON LABORATORY 8880 INTERCHANGE DRIVE �i HOUSTON,TX 77054 (713)660-0901 Client Sample ID:MW21-MW-21 Collected: 08/13/2008 16:30 SPL Sample ID: 08080813-13 Site: 1617 Falmouth Rd., Centerville MA Analyses/Method Result QUAL Rep.Limit Dil.Factor Date Analyzed Analyst Seq.# MASSACHUSETTS VOLATILE PETROLEUM HYDROCARBON MCL iEP VPH REV1.1 Units: ug/L Benzene NO 1 1 08/27/08 3:40 SFE 4647988 C5-C8 Aliphatics ND 100 1 08/27/08 3:40 SFE 4648031 C9-C10 Aromatics ND 20 1 08/27/08 3:40 SFE 4647988 C9-C12 Aliphatics ND 30 1 08/27/08 3:40 SFE 4648031 Ethylbenzene ND 1 1 08/27/08 3:40 SFE 4647988 m+p-Xylenes ND 2 1 08/27/08 3:40 SFE 4647988 Methyl tert-butyl ether ND 5 1 08/27/08 3:40 SFE 4647988 Naphthalene ND 5 1 08/27/08 3:40 SFE 4647988 o-Xylene ND 1 1 08/27/08 3:40 SFE 4647988 Toluene ND 1 1 08/27/08 3:40 SFE 4647988 Surr:2,5-Dibromotoluene 109 % 70-130 1 08/27/08 3:40 SFE 4647988 Surr:2,5-Dibromotoluene 89.0 % 70-130 1 08/27/08 3:40 SFE 4648031 t Qualifiers: ND/U-Not Detected at the Reporting Limit >MCL-Result Over Maximum Contamination Limit(MCL) B/V-Analyte detected in the associated Method Blank D-Surrogate Recovery Unreportable due to Dilution '-Surrogate Recovery Outside Advisable QC Limits MI-Matrix Interference J-Estimated Value between MDL and PQL E-Estimated Value exceeds calibration curve 08080813 Page 15 TNTC-Too numerous to count 9/2/2008 3:35:26 PM LLIo tsnain uT uustoay Kecora C� �D DSO d l 3 Shell Project Manager to be invoiced: INCIDENT NUM601;(S&EQNLYj 8880 Interchange ❑SCIENCE&ENGINEERING Houston,TX 77054 TECHNICAL SERVICES DATE::: . :..: ., ''§AP.oi GRMT NUTABER:(t51CRNjT);' :, (713)660-0901 (800)969-6775 JP cRMT HousroN PAGE: _ of Kleinfelder CONSTAJANT COMPANY 6 - 4 6 7 SITE ADDRESS(Street and City): ADDRESS 1617 Falmouth Road,Centerville 30 Porter Rd. rRJLCTCONIACTM po to) CITY 1 """I RANT nr1OJCCT NO. Littleton,MA 01460 SAMPLER NAMF.t51 iannq 60467-SUN �99718-486-0060 ONL LAB USE ONLY F-MAIL. �- �978-486-0630 5�,jou' )) L a.✓u �`✓t�S(�✓1 SK,�p TAROUND TIME(BUSINESS DAYS): 10 DAYS ❑ 5 DAYS ❑ 72 HOURS ❑ 24 HOURS ❑ LESS THAN 24 HOURS REQUESTED ANALYSIS ❑ LA-RWQCB REPORT FORMAT ❑ UST AGENCY: _ GC/MS MTBE CONFIRMATION:HIGHEST._,,,,.. _ HIGHEST per BORING _ ALL SPECIAL INSTRUCTIONS OR NOTES: TEMPERATURE ON RECEIPT C° FIELD NOTES: Container/Preservative or PID Readings � or Laboratory Notes QA/QC Requested: MADEP CAM SAMP LING s Field Sample Identification MATRIX No.OF 9AIP(: DATE TIME CONT. NW—ISlM6Z uJ-l�rn>� MW18R-MW-18R ;3 bw 3 MW21-MW-21 �� 3 MW37-MW-37 &� J vd -w 3 ReFnq by.(Signature) Received by(Signature) L] t.• Time: R tetl y:(Sig e_ Received by:(Signature) Date:I Time: C ecl x I Relinquished by(Signature) Recei by:Of net Dale / Time: DISTRIBUTION:While"tn final report.Green to File,VeHnw and PitW to C1ieM. kn KLEINFELDER An employee owned company March 19, 2008 Cornelius W. Andres Centerville Highway Division 382 Falmouth Road Hyannis, MA 02601 Re: Submittal of Analytical Data /611T Old Post Road and Joyce Anne Road Centerville, MA , MADEP RTN #4-14632, 4-1380, & 4-17000 G'7jim/ c To Whom,It May Concern: On behalf of Sunoco, Inc. (R&M), and pursuant to the requirements of 310 CMR 40.1403(10), Kleinfelder East, Inc. (Kleinfelder) is hereby providing you with a copy of the laboratory report of analysis of groundwater collected from monitoring wells MW-18R, MW-18M, and MW-18DR (refer to attached Site Plan for well locations); on January 30, 2008. This information is being provided to you based on records indicating-that a Road Opening Permit was issued prior to the installation of groundwater monitoring wells located on Old Post Road. Information regarding public involvement opportunities are available under 310 CMR 40.1403(9). A copy of these laboratory reports will also be provided to the Massachusetts Department of Environmental Protection (MADEP) with the next required regulatory,report submittal. The next sampling event is scheduled to be completed in April 2008. V1. Should you have any questions please do not hesitate to contact me at(800) 522-87401x238. 'rnn C3i W :7; Sincerely, N 01% KLEINFELDER EAST,INC. U; cs J>. Bruce C. Ross, LSP Senior Project Manager Enclosure Cc: William J. Brochu, Sunoco(via Enfos) Yvonne Monti, Sunoco (via Enfos) MADEP, SERO, 20 Riverside Drive, Lakeville, MA 02347 (w/o enclosures) Ref: #00060467_Ltr_Sample Results 03-08 KLEINFELDER 30 Porter Road, Littleton, MA 01460 (800) 522-8740 toil free (978)486-0060 phone (978) 486-0630 fax r NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan L7i, t BWSC 123 I This Notice is Related to Release Tracking Number ® 14632 A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address: 1617 Falmouth Road City/Town: Centerville ? Zip Code: 02632 B. This notice is being provided to the following party: 1. Name: Centerville Highway Division 2. Street Address: 382 Falmouth Road City/Town: Hyannis, MA Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): 01. That environmental sampling will be/has been conducted at property owned by the recipient of this notice. 0 2. Of the results of environmental sampling conducted at property owned by the recipient of this notice. Q✓ 3. Check to indicate if the analytical results are attached. (If item 2. above is checked, the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: 1. Street Address: Old Post Road and Joyce Anne Road City/Town: Centerville, MA Zip Code: 02632 2. MCP phase of work during which the sampling will be/has been conducted: ❑Immediate Response Action ❑ Phase III Feasibility Evaluation ❑Release Abatement Measure ❑ Phase IV Remedy Implementation Plan ❑Utility-related Abatement Measure ✓❑ Phase V/Remedy Operation Status ❑Phase I Initial Site Investigation ❑ Post-Class C Operation, Maintenance and Monitoring ❑Phase II Comprehensive Site Assessment ❑ Other 3. Description of property where sampling will be/has been conducted: (specify) ❑residential []commerical ❑industrial ❑school/playground OOther Roadway (specify) 4. Description of the sampling locations and types (e.g., soil, groundwater)to the extent known at the time of this notice. Groundwater at MW-18R, MW-18M, and MW-18DR E.Contact information related to the party providing this notice: Contact Name: Kleinfelder- Bruce C. Ross Street Address: 30 Porter Road City/Town: Littleton Zip Code: 01460 Telephone: 978-486-0060 x 238 Email: bross@kleinfelder.com HOUSTON LABORATORY F 2 0 2008 ® 8880 INTERCHANGE DRIVE i C HOUSTON,TX 77054 (713)660-0901 Geologic Services Corporation / Kleinfelder Certificate of Analysis Number: 08020160 Report To: Project Name: Sunoco Duns#0006-0467 Geologic Services Corporation/Kleinfelder Site: 1617 Falmouth Rd.,Centerville MA Bill Kenney Site Address: 30 Porter Road PO Number: Littleton MA State: Massachusetts 01460- State Cert_No.: ph:(800)522-8740 fax: Date Reported: 2/14/2008 This Report Contains A Total Of 24 Pages Excluding This Page, Chain Of Custody And Any Attachments 2/15/zoos Date Test results meet all requirements of NELAC,unless specified in the narrative. r r HOUSTON LABORATORY 8880 INTERCHANGE DRIVE C HOUSTON,TX 77054 (713)660-0901 Geologic Services Corporation / Kleinfelder Certificate of Analysis Number 08020160 Report To: Geologic Services Corporation I Kleinfelder Project Name: Sunoco Duns#0006-0467 Bill Kenney Site: 1617 Falmouth Rd.,Centerville MA 30 Porter Road Site Address: Littleton MA PO Number: 01460- State: Massachusetts ph:(800)522-8740 fax: (978)486-0630 State Cert No.: Fax To: Date Reported: 2/14/2008 Client Sample ID Lab Sample ID Matrix Date Collected Date Received COC ID HOLD MW02-MW-2 08020160-01 Water 1/30/2008 10:30:00 AM 2/4/2008 10:00:00 AM El MW05-MW-5 08020160-02 Water 1/30/2008 10:45:00 AM 2/4/2008 10:00:00 AM MW06-MW-6 08020160-03 Water 1/30/2008 12:10:00 PM 2/4/2008 10:00:00 AM MW07-MW-7 08020160-04 Water 1/30/2008 122000 PM 2/4/2008 10:00-00 AM MW08R-MW-8R 08020160-05 Water 1/30/2008 10700 00 AM 2/4/2008 10:00:00 AM MW09-MW-9 08020160-06 Water 1/30/2008 9:00:00 AM 2l4/2008 10:00:00 AM [] MW 10-MW-10 08020160-07 Water 1/3012008 10:15:00 AM 2/4/2008 10:00:00 AM El MW 15-MW-15 08020160-08 Water 1/30/2008 8:45:00 AM 2/4/2008 10:00:00 AM El MW 15S-MW-15S 08020160-09 Water 1/30/2008 9:00:00 AM 2/4/2008 10:00:00 AM MW 16-MW-16 08020160-10 Water 1/3012008 9:30:00 AM 214/2008 10:00:00 AM El MW18DR-MW-18OR 08020 160-1 1 Water 1/30/2008 7:30:00 AM 2/41200810:00:00AM El MW 18M-MW-18M 08020160-12 Water 1/30/2008 9:45:00 AM 2/4/2008 10:00:00 AM El MW 18R-MW-18R 08020160-13 Water 1/30/2008 8:00:00 AM 2/4/2008 10:GO:00 AM [] MW37-MW-37 08020160-14 Water 1/30/2008 7:00:00 AM 2/4/2008 10:00:00 AM El MW03-MW-3 _ 08020160-15 Water 1/30/2008 11:15:00 AM 2/4/2008 10:00:00 AM j� �- 2/15/2008 D'Anna Steil y Date Project Manager Richard R.Reed Laboratory Director Ted Yen Quality Assurance Officer 08020160 Page 2 211 512008 3 42.53 PM i HOUSTONLABORATORY 8880 INTERCHANGE DRIVE C HOUSTON,TX T7054 (713)660-0901 Client Sample ID:MW18DR-MW-I8DR Collected: 01/30/2008 7:30 SPL Sample ID: 08020160-11 Site: 1617 Falmouth Rd., Centerville MA Analyses/Method Result QUAL Rep.Limit Dil.Factor Date Analyzed Analyst Seq.# MASSACHUSETTS VOLATILE PETROLEUM HYDROCARBON MCL ►EP VPH REV1.1 Units:u /L Benzene ND 1 1 02/06/08 23:26 JWW 4275898 C5-C8 Aliphatics ND 100 1 02/06/08 23:26 JWW 4275927 C9-C 10 Aromatics ND 20 1 02/06/08 23:26 JWW 4275898 C9-C12 Aliphatics ND 30 1 02/06/08 23:26 JWW 4275927 Ethylbenzene ND 1 1 02/06/08 23:26 JWW 4275898 m+p-Xylenes ND 2 1 02/06/08 23:26 JWW 4275898 Methyl tert-butyl ether ND 5 1 02/06/08 23:26 JWW 4275898 Naphthalene ND 5 1 02/06/08 23:26 JWW 4275898 o-Xytene ND 1 1 02/06/08 23:26 JWW 4275898 Toluene ND 1 1 02/06/08 23:26 JWW 4275898 Surr:2,5-Dibromotoluene 92.1 % 70-130 1 02/06/08 23:26 JWW 4275927 Surr:2,5-Dibromotoluene 89.5 % 70-130 1 02/06/08 23:26 JWW 4275898 Qualifiers: ND/U-Not Detected at the Reporting Limit >MCL-Result Over Maximum Contamination Limit(MCL) B/V-Analyte detected in the associated Method Blank D-Surrogate Recovery Unreportable due to Dilution `-Surrogate Recovery Outside Advisable QC Limits MI-Matrix Interference J-Estimated Value between MDL and PQL E-Estimated Value exceeds calibration curve 08020160 Page 13 TNTC-Too numerous to count 2/15/2008 343:07 PM f HOUSTONLABORATORY 8880 INTERCHANGE DRIVE C HOUSTON,TX 77054 (713)660-0901 Client Sample ID:MWI8M-MW-18M Collected: 01/30/2008 9A5 SPL Sample ID: 08020160-12 Site: 1617 Falmouth Rd.,Centerville MA Analyses/Method Result QUAL Rep.Limit Dil.Factor Date Analyzed Analyst Seq.# MASSACHUSETTS VOLATILE PETROLEUM HYDROCARBON MCL IEP VPH REV1.1 Units:u /L Benzene ND 1 1 02/06/08 23:53 JWW 4275899 C5-C8 Aliphatics ND 100 1 02/06/08 23:53 JWW 4275928 C9-C10 Aromatics ND 20 1 02/06/08 23:53 JWW 4275899 C9-C12 Aliphatics ND 30 1 02/06/08 23:53 JWW 4275928 Ethylbenzene ND 1 1 02/06/08 23:53 JWW 4275899 m+p-Xylenes ND 2 1 02/06/08 23:53 JWW 4275899 Methyl tert-butyl ether NO 5 1 02/06/08 23:53 JWW 4275899 Naphthalene ND 5 1 02/06/08 23:53 JWW 4275899 o-Xylene ND 1 1 02/06/08 23:53 JWW 4275899 Toluene ND 1 1 02/06/08 23:53 JWW 4275899 Surr:2,5-Dibromotoluene 89.4 % 70-130 1 02/06/08 23:53 JWW 4275928 Surr:2,5-Dibromotoluene 89.1 % 70-130 1 02/06/08 23:53 JWW 4275899 Qualifiers: ND/U-Not Detected at the Reporting Limit >MCL-Result Over Maximum Contamination Limit(MCL) B/V-Analyse detected in the associated Method Blank D-Surrogate Recovery Unreportable due to Dilution '-Surrogate Recovery Outside Advisable QC Limits MI-Matrix Interference J-Estimated Value between MDL and PQL E-Estimated Value exceeds calibration curve 08020160 Page 14 TNTC-Too numerous to count 2/1512008 143 07 PM I HOUSTON LABORATORY 8880 INTERCHANGE DRIVE C HOUSTON,TX 77054 (713)660-0901 Client Sample ID:MW18R-MW-18R Collected: 01/30/2008 8:00 SPL Sample ID: 08020160-13 Site: 1617 Falmouth Rd.,Centerville MA Anatyses/Method Result QUAL Rep.Limit Dil.Factor Date Analyzed Analyst Seq.# M_ASSACHUSETTS VOLATILE PETROLEUM HYDROCARBON MCL IEP VPH REV1 1 Units:u /L Benzene ND 1 1 02/07/08 0:20 JWW 4275900 C5-C8 Aliphatics ND 100 1 02/07/08 0:20 JWW 4275929 C9-C10 Aromatics ND 20 1 02/07/08 0:20 JWW 4275900 C9-C12 Aliphatics ND 30 1 02/07/08 0:20 JWW 4275929 Ethylbenzene ND 1 1 02/07/08 0:20 JWW 4275900 m+p-Xylenes ND 2 1 02/07/08 0:20 JWW 4275900 Methyl tert-butyl ether ND 5 1 02/07/08 0:20 JWW 4275900 Naphthalene ND 5 1 02/07/08 0:20 JWW 4275900 o-Xylene ND 1 1 02/07/08 0:20 JWW 4275900 Toluene ND 1 1 02/07/08 0:20 JWW 4275900 Surr:2,5-Dibromotoluene 87.9 % 70-130 1 02/07/08 0:20 JWW 4275900 Surr:2,5-Dibromotoluene 87.7 % 70-130 1 02/07/08 0:20 JWW 4275929 Qualifiers: ND/U-Not Detected at the Reporting Limit >MCL-Result Over Maximum Contamination Limit(MCL) B/V-Analyte detected in the associated Method Blank D-Surrogate Recovery Unreportable due to Dilution `-Surrogate Recovery Outside Advisable QC Limits MI-Matrix Interference J-Estimated Value between MDL and PQL E-Estimated Value exceeds calibration curve 08020160 Page 15 TNTC-Too numerous to count 2/15/2008 3:43:07 PM Chain of Custody Record _ On-site Time: Temp: Sunoco DUNS#: 0006-0467Off-site Time: Temp; I Region: Northeast Sky Conditions: State or Lead Regulatory Agency: MADEP Meteorological Events; Requested Due Date(ram/dd/yy): Will S Direction: COC Tracking Number: Lab Name; Southern Petroleum Laboratories Facilit Address: 1617 Falmouth Road onsultant/Contractor: Kleinfelder i Address: 8820 Interchan e Drive FacilityCity,State: Centerville, Massachusetts Address: 30 Porter Road Houston,TX 77054 ite Lat/Lon Littleton, MA 01460 I Lab PM: Dianna Stelly Sunoco PM Contact: Bill Brochu onsultant/Contractor Project No.: 79465 I el<lFax; 713-660-0901 Address: 4 Bellows Rd onsul tan t/Contractor PM: Moira Jolutson R rt 1' 8 Level. I Westboro.MA ele/Fax: 978-486.0060 x?57 mail EDD To: SunOCOENFOS deltaenV.Com elelFax: Invoice to: Kleinfelder Lab Bottle Order No: Matrix Preservative Requested Analysis `u m 5 � Item Sample Description 'y Sam le Point Lat/Lon and No. pE= Laboratory No. o + p g v Comments ° y > Z T ° I 1�• t 13X kX 2 rMVWV 05-MW-5 10�5iNy \ Y 3 06-MW-6 0 4 MW07-MW-7 Uk�D 5 MM�of F-M1r• 1pp0 t X 6 M W09-M W-9 p X 7 MW10-MW-10 y X y MW15-MW-15 ttT ♦ 3 X X 10 MW15S-MW-15S Qtj • 3 X X Samplers Name: Relinquished By/AMliatlon Date Time JAM!"B /Affiliation to Time Sampler's Company: Kleinfelder Shi merit Date: Shipment Methods ! Shipment Trackin NO: Special Instructions: Send PDF and EDD to nis'ohnson c�kieinf*elder.com. Need MCP CAM and GW-I detection limits. Bill Kleinfelder 'ustod Seals In Place Yes No TerrI2 Blank Yes No Cooler Temperature on Receipt °F/C The Blank Yes No i� 1 �✓ V ra c4 or t Chain of Custody Record -site Time: Temp: Sunoco DUNS#: 0006-0467 .' ff-site Time: Temp: --.�; Region: Northeast ky Conditions: •_? State or Lead Regulatory Agency: MADEP eteorolo 'cal Events: Requested Due Date(mtn/dd/yy): Find S Direction: COC Tracking Number: Lab Name: Southern Petroleum Laboratories Facility Address: 1617 Falmouth Road onsultant/Contractor. Kleinfelder Address: 8820 Interchange Drive FacilityCity,State: Centerville, Massachusetts ddr•ess: 30 Porter Road Houston,TX 77054 Site Lat/Lon Littleton, MA 01460 Lab PM: Dianna Sicily Sunoco PM Contact. Bill Brochu on sultant/Contractor Project No.: 79465 j ele/Fax: 713-660-090 Address: 4 Bellows Rd onsultant/Contraetor PM: Moira Johnson Re ort"f e& C Level: Westboro,MA ele/Fax: 978-486-0060 x257 E-mail EDD l o: SunocoENFO delta nv,COm ele/Far; rvoice to: Kleinfelder Lab Buttlr Order No: Matrix Preservative Requested Analysis ti v C on Item ° u No. Sample Description E a Laboratory No ° + Sample Point Lat/Long and (= A L z a Comments I MW16-MW-16 �t3� U 3 X X 2 MW18DR-MW-18DR 0 3# t f 3 X X 3 MW 18M-MW-18M Q `tf 0 X X 4 MW18R-MW-18R �� y 3 X X 5 MW39-MW-37 0100 it d3 XX 6 03• N-� 1l 7 8 9 10 Sampler's Name: t CM Datp Time cc ited BZ/Affiliationt Time Sampler's Company: Kleinfelder �/L.. %7i 4 3 Shipment Date: 7— Shipment Method: etc Shi ment Trackin No: Special Instructions: Send PDF and EDD to ms'ohnson ivkleinfelder.com. Need MCP CAM and GW-I detection limits. Bill Kleinfelder- Custody Seals In Place Yes No Tein Blank Yes No Cooler Temperature on Receipt °F/C Tri Blank Yes No Commonwealth of Mass. Dept.;of.Env. Protection ;,E 20,River.Side'Dr. - F met � a TAf M„I a4cvillc naq'n?347 R � APR-2'022 AP jj r EA "'� ....�►� « ,. w ....ti 5064905 Board of Health Barnstable Town HallAV 200 Main Street w t i t / . m c N n 6'48 i F .. j HANDEX' Practical Business Solutions 398 Cedar Hill St.,Marlboro,MA.01752 Q� tit . ck rog CD Ts! J p w o > C>4 _ ` s .;_ ` . M `' � f ti� � � �� �..��. �_ �� ', �'� �. � 3 ._.-• ..».. � ....., ...... � � ,,.,., I _�..; ..... i . i ,' �. j � , . 1 �� t ` ' �� � � ,. :Y f � ,\ Town of Barnstable SME TAW Regulatory Services P ti Richard V. Scali,Director Public Health Division * BARNSTABLE, * Thomas A. McKean,Director MASS. a 90o i639. 1�m 200 Main Street,Hyannis,MA 02601 bit Phone: 508-862-4644 Email: health6 town.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 CERTIFIED MAIL#7015-0640-0005-8489-8072 September 14, 2016 Mr. Peter Garrett RE: Executive Sunoco - Volta Oil Public Health Inspection - One Roberts Road Corrective Action Orders Plymouth, MA 02360 Dear Mr. Garrett: This letter contains information from a public health inspection conducted at Executive Sunoco, .1617 Falmouth Road, Centerville,MA 02632 on September 9, 2016. This information is intended to educate you as a property owner/lessor in the Town of Barnstable on what is necessary in order to keep your'property in compliance with local, state and federal laws; thus, avoiding future regulatory problems. Please note the problems and the related orders or recommendations identified at your property during the inspection: PROBLEM: w • The employees of your tenant, Executive Sunoco, have complained about a failed septic system. These workers state that,the system backs up after 2 to 3 flushes of the toilet and therefore have no option but to relieve themselves outdoors behind the garage. ORDER: • You are directed to hire a DEP certified septic system inspector to perform a full inspection of your septic system located at 1617 Falmouth Rd, Centerville. You must submit a copy of the completed inspection report to the Health Division Office by October 15, 2016. QAHazmat\2016-TL\1617 Falm Rd Centerville Executive Sunoco inspection 090816.doc PROBLEM: • The workers at the facility also complained about water leaking into the hydraulic lift in one of the garage bays. This complaint provides reason to believe that if water is leaking into the lift, then hydraulic fluid may also potentially be leaking out of the lift into the ground and groundwater. As the property owner, you are responsible for any oil or hazardous materials releases on site as well as any future response actions. RECOMMENDATION: • As a potentially responsible party for future remediation efforts, it is in your best interest to have the hydraulic lift serviced by an authorized lift repair technician. Again,you are directed to have a septic inspector submit a fully completed Septic System Inspection Report to this office on or before October 15, 2016. Failure to comply with the Board of Health may result in future enforcement action. Sincerely, Thomas A. McKean, RS, CHO Public Health Division,Director QAHazmat\2016 TL\1617 Falm Rd Centerville Executive Sunoco inspection 090816.doc 4"ir T COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS r�l DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL.OFFICE 20 RIVERSIDE DRIVE. LAKEVILLE, MA 02347 JANE SWIFT BOB DURAND Governor Secretary LAUREN A.LISS Commissioner C OC PApfri2, 2002 William J. Brochu RE: BARNSTABLE-BWSC/SMP RTN 4-13380 Sunoco,Inc.- Sunoco Service Station 4 Bellows Road TRANSMITTAL#123456 P.O. Box 1262 NOTICE OF PERMIT EFFECTIVE DATE Westborough, Massachusetts 01581 Q j Z g C__u,_�k f v,I L. Dear Mr.Brochu: Enclosed please find the first page of the Permit that you accepted and signed for the above- referenced site indicating the Permit's effective date of September 2, 1998 and expiration date of September 2, 2003. The effective and expiration dates are calculated based upon the date the Department of Environmental Protection,Bureau of Waste Site Cleanup(the Department) issued the signed Tier IC Permit to you and the date that you signed the Tier IC Permit...,Please attach this page to the Tier IC Permit already in your possession. Note that pursuant to 310 CMR 40.0725, you should submit a Minor Permit Modification to modify the permittee contact person. The Department urges you to review and familiarize yourself with the terms and conditions of the Permit and the Massachusetts Contingency Plan (MCP), 310 CMR 40.0000 et seq., in order to complete the required response actions within the timelines set forth therein. Based on a cursory review of the Department's database, you are not in compliance with the deadlines established in 310 CMR 40.0550 (2). Failure to,comply with the deadlines in the Permit and MCP may result in the Department taking enforcement actions against you, including, but not limited to, the assessment of Administrative Penalties. Please be advised that if a Response Action Outcome (RAO), pursuant to 310 CMR 40.1000, or Remedy Operation Status, pursuant to 310 CMR 40.0893, can not be achieved at this site prior to the expiration date of this permit, an application for a Permit Extension must be submitted to the Department. Such application must be filed with the Department 90 days prior to the expiration date of this permit. If you have any questions please call Cathy Kiley at(508)946-2839. Sincerely, erard M.R.Martin, Chief Site Management&Permitting Section M/MC/bh This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http:/twww.mass.gov/dep 10 Printed on Recycled.Paper Barnstable-BWSC/SMP RTN 4-13380 Page 2 of 2 Notice of Permit Effective Date CERTIFIED MAIL,NO. 70010320 0001 4830 4045 RETURN RECEIPT REQUESTED. Enclosure cc: (without Enclosure) Board of Selectmen Barnstable Town Hall 200 Main Street Barnstable,MA 02630 Board of Health Barnstable Town Hall 200 Main Street Barnstable,MA 02630 Jeffrey A. Curtis,LSP Handex 398 Cedar Hill Street Marlboro,MA 01752 DEP-SERO Attn: Millie Garcia-Surette, Deputy Regional Director Cathy Kiley,Permitting Branch Chief Data Entry r Ju1., 22 , 2004 6 ,44PM No . 2431 P , 1/10 f COMMONWEALTH OF MASSACHUSETTS EXECUTIVE: OFFICE of ENVIRONMENTAL AFFAIRS a DEPARTMENT OF ENVIRONMENTAL PROTECTION 20 RIVERSIDE DRIVE, LAKEVILLE„ MA 02347 508.946-2700 MITT ROMNEY ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROBERT w.GOLLEDGE,Jx_ LioUCeriwlt.Governor Commissioner Fax Trwrsrruttd Corer SFft PEcyu Ansz ug:) To: Town of Barnstable- Fax: (508) 790-6226 Department of Health (508) 790-6304 Town of Barnstable-Town Manager From: Laura Stanley Date; 7/22/2004 DER SERO Phone: 508-946-2880 Fax: 508-947-6557 Re: Former Sunoto Service Station Pages: 13 (Including this page) 1617 Falmouth Road, RTN 4- 13380 CC: O Urgent ❑For Review 0 For Comment ❑ For Reply Attached is a fully executed copy of an Administrative Consent Order for the above referenced disposal site. If you have any questions regarding the Order please contact me at the letter head address or the phone number above.. I I i This information is avallable In atternale format by calling our ADA Coordinator at(617)574-6872.. DEP on the World Wido Web: http:/Avw.v.state.ma.us/dep QPrinted on Recycled Paper Jul , 22 , 2004 6 :44PM No , 2431 P . 2/10 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 508-946-2700 MITT ROMNEY Governor rr.,1,EN ROY HERZFELll>:x Secretory KERRY HEALEI ROT3isRT W COLLEDCE,Jr. Lieutenant Governor Commisn4ioner July 22,2004 Margaret DeSimonc,Esq. RE- BARNSTA13LE-BWSC RTN 4-13380 Sunoco,Incorporated(R&M) Former Sunoco Service Station 1801 Market Street 1617 Falmouth Road Philadelphia,Pennsylvania 19103 EXECUTED ADMINISTRATIVE CONSENT ORDER ACO-SE-04-3T-201 Dear Ms..DeSimone. Enclosed please find a fully executed copy of an Administrative Consent Order(the Consent Order)for the above referenced Site. The Effective Date for the Consent Order is July 22, 2004. The Consent Order has been assigned file number ACO-SE-04-3T-201, Contained within the Consent Order is the schedule to return to compliance.. If you have any questions regarding this batter,please contact Laura Stanley at(508)946-2880. Vc truly yours, Jo Hobill,Regiona engineer B au of Waste Site Cleanup H/LAS/rr 4-13380 Sunoco Exccuted ACO Covcr.doc Enclosure Administrative Consent Order CERTIFIED MAIL##7003 3110 00014363 2659 fc: Town ofBantstable=Town Adn-diiistrator(508)775-3344 Town of Barnstable-Department of Health(508)775-3344 William BTOchu,Environmental Engineer,Sunoco,Inc„(R&M),(978)567-5837 cc DEP-SERO Attu, Millie Garcia-Surette,Deputy Regional Director Kevin Kiernan,Senior Regional Counsel Theresa Bara.o,Public Affairs Regional Enforcement Office(2 copies with enclosures) Data Entry This Information is available in altermte furmnt Call Donald M.Gumes,ADA Coordinator at 617-58(�1051..TDD Servicc-1-800.298-2207.. DEP on the Wodd Wlde Web: http:1Avww,mass.9ov/dep Printed on ReCyCled Paper Jul • 22. 2004)( 6 :404M No No , 2431 4P • 3/10 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION RE-,BARNSTABLE-BWSC IN THE MATTBR OF- ) Release Tracking Number 4.13380 Former Sunoco Service Station Sunoco,Inc., (R&M} ) 1617 Falmouth Road 1801 Market Street ) ADMINISTRATIVE CONSENT ORDER Philadelphia,Pennsylvania ) ACO-SE-04.3T-201 FEIN:23-1743283 } } 1. T1W PARTIES 1. The Department of Environmental Protection ("the Department')is a duly constituted agency of the Commonwealth of Massachusetts. The,Department maintains a primary office at One Winter Street in Boston,Massachusetts 02108, and a regional office at 20 Riverside Drive in Lakeville,Massachusetts 02347,, 2. Sunoco,Inc. (R&M) formerly Sun Refining and Marketing Company, (the"Respondent")is a Pennsylvania Corporation with a bu iness address at 1901 Market Street, Philadelphia, Pennsylvania, The Respondent owns the property located at 1617 Falmouth Road in Barnstable,Massachusetts and operated an automobile fueling facility at this address, IT. STATEMENT OF LAW I. The Department is charged with the implementation and enfowernant of the "Massachusetts Oil and Hazardous Material Release Prevendon and Response Act", M.G_L, c. 21E, as amended ("M,GL. c. 21B'), and the regulations promulgated thereunder as the' Massachusetts Contingency Plan('MCP')at 310 CMR 40,0000 et M. 4.. The Department is authorized to assess Civil Administrative Penalties by M..G..L.c..21A, §16 and regulation®at 310 CUR 5.00. S. M.G.L. c. 2IF, Section 9 and 310 CMR 40.0170(9) authori2a the Department to enter into a consent order with a responsible parry("RP"),potentially responsible party C?PP'),or other person, which sets forth necessary response actions, time periods, deadlines for the performance thereof,and requirements for submittals to the Department. 6. 310 CMR 40.0167 authorizes the Department to establish and enforce reasonable deadlines for the performance of response actions through the issuance of an order 7_ Pertinent provisions of the Massachusetts Contingency PIan are as follows, Ju1 , 22 , 2004), 6 ,45PMAM No No , 2431> 5P , 4/10 BARNSTABLE—BWSC RTN 4.13380 Page 2 of 8 Administrative Consent Order 310 CMR 40.0550(2)(c) Response Action Outcome(RAO) Statement Except as provided in 310 CMR 40..0550(3),or as expressly provided by 310 CMR 40.0000, of as otherwise ordered or agreed to in writing by the Department, any person undcru&ing response actions a Tier I disposal site pursuant to a Tier I Permit shall submit an RAO Statement to the Department pursuant to 310 CMR 401000 within five (5) years of the effective date of such permit, if Rcmcdy Operation Status has not been achieved.at the site pursuant to 310 CUR 40..0893, 8„ Unless otherwise stated herein, the terms used in this Consent Order are defined pursuant to M.G.L.c..21E,the MCP and 310 CMR 5.00.. III. STATEMENT OF FACTS 9. For purposes of Ws Order, the "site" includes the structures and property located at 1617 Falmouth Road(Route 28)in Barnstable,Massachusetts,and all other areas where oil and/or bazardous material originating from the, 1617 Falmouth Road property have come to be located. The site served as art automobile fueling facility and is abutted to the north by Falmouth Road and across the road by the Bell Tower Mall, to the east by a vacant lot containing a foundation, to the south by an undeveloped parcel of land and to the west by a retailloffice condominium complex. 10. On September 11, 1997, the Department rcccived an Oil and Hazardous Material Release Notillcation Porn(the"RNF)which indicated that benzene was detectcd in the groundwater beneath the site at a eoncentmdon above the applicable RCGW-1 Standard,. The Department issued a 146tice of Responsibility(NOR) to the Respondent and assigned Release Tracking Number 4.13380 to the release. The NOR informed the Respondent of its liability under M.G.L.e.21E,and the MCP,far the cleanup of the site.. 11. On March 30, 1998,the Department received a Tier Classification Submittal Package, a Tier I Permit Application and a Phaso I Limited Site Investigation Report prepared by Haudex of New England,Incorporated(Handem)on behalf of the Respondent.. 12. On August 5, 1998; the Department issued the Respondent a Tier IC Permit(Permit Number 123456)for the site pursuant to 310 CMR 40.0700. Mr. William Morse signed and accepted the Permit an the Respondent's behalf By accepting the Permit, the Respondent-agreed to conduct response actions at the site in accordance with the M.C.F., 310 CMR 40..0000, and the[arms,conditions and deadlines.establishcd in the Permit. 13. On September 2, 1998,the Permit became effective pursuant to 310 CMR 40..0750(1). 14., On June 17, 2002, the Department issued a Notice of Noncompliance (the "NON") to the Respondent for failure to submit a Phase 11 Report prepared pursuant to 310 CMR 40.0835(4)(0 which defines the souree(s),nature and full extent of contamination at the site within two (2) years of the Permit effective date pursuant to 310 CMR 40.,0550(2)(a).. The Ju i . 22 . 2004u1 6 ;45PMq}!, No No , 2431) gP 5/10 BARNSUBL.E—BWSC RTN 4-13380 Page 3 of 8 Administrative Consent Qrda NON also stated that the Respondent failed to submit a Phase TV-Remedy Implementation Plan within three(3)years of the Permit effiective.date pursuant to 310 CMR 40..0550(2)(b). 15.On June 9, 2003.the Departmeut received a Tier IC Permit Extension Application for the site prepared and submitted on the Respondents behalf by Handex. The Department issued a letter titled "Notice of Presumptive Approval, Permit Expiration Daterllarvest Lane Access" to the Respondent on June 19,2003 in response to the submission of the permit application. The letter stated that the permit application would be presumptively approved pursuant to the revisions in 310 CMR 40.0720, effective June 27,2003.. 16,. On August 29, 2003, the Department received a Phase U Addendum Report for the site prepared and submitted on the Respondents behalf by Handex. 17. On September 9, 2003, the Department received a Phase III Addendum Report for the site prepared and submitted on the Respondents behalf by Handcx. The Phase III Addendum stated that soil vapor extraction utilizing granular activated carbon adsorption units for ofT gas control, groundwater extraction with product recovery using air stripping and carbon polishing, and monitored natural attcaiustion are the selected rcmcdial alternatives for use at the site.. 18.. On November 10, 2003, the Department received a report titled "Phase IV-Remedy Implementation Plan, Sunoco Service Station, 1617 Falmouth Road (State Route 29), Barnstable (Centerville), Massachusetts, 02632, RTNs 4.14632, 4-13380, Tier IC Permit #123456, Sun Duns Fr0006-0d67"(the Phse IV Plan)dated November 6,2003,prepared and submitted on the Respondents behalf by Handex. The Phase 1V Plan stated that a Phase IV Final Inspection Report and a Phu* 1V Completion Statement would be submitted to the Deportment for the site by March 2004. The. Plan also stated that the site would be in Remedy Operation Status and a Phase v Status Report submitted to the Department by June 2004. 19,, The Respondent has violated 310 CMR 40..0550(2)(c)by not submitting an RAO Statement to the Department for the, site by September 2,2001 IV, DISPOSITION 20. As a r,.sult of discussions between the Department and the Respondent (the "Parties'), and without admission or adjudication of any fact or law sot forth above, the Parties have agreed to this Consent Order rather than expending further time and resources necessary to adjudicate this matter. 21. This Consent Order also serves as a Notice of Noncomplainc:a. 22. This Consent Order is issued by the Department pursuant to its authorities under M.G..L. c, 21A,M.G.L.a.21E,310 CMR 5 00,and the MCP. 23. ne Respondent assents to the authority of the Depmrtmment to issue this Consent Order and waives its rights to further administrative or judicial review of this Consent Order. The Respondent reserves its tight to challenge any requirement imposed by the Department beyond those set forth in this Consent Order.. Jul22 , 2004-3� 6 ;45PMAM No No , 2431> iP - 6/10 BARNSTABLE-BWSC RTN 4-13380 Page 4 of 8 Administrative Consent Order 24,This Consent Order is not an admission of liabilityor a waiver of defenses the �Y Respondent may raise in act} proceeding to enforce this Consent Order. 25. This Consent Order represents the full and final agreement between the Parties concerning the Respondent's alleged failure to complete response actions at the site in the timely manner required by the MCP, described in section III herein. However, nothing in this Consent Order shall be construed as or operate as, barring, diminishing, adjudicating or in any way affecting the legal or equitable right of the Department to issue any future order, or in any way affecting any other claim,action, suit,cause of action,or demand which the Department has initiated or may initiate,except actions to recover penalties or seek equitable relief for the Respondent's alleged failure to complete response actions at the site which arc addressed in this Consent Order, including, but not limited to, the, (i) recovery of costs incurred by the Commonwealth in oversight, administration and enforcement of this Consent Order; (ii) recovery of any future costs �neurred by the Department in connection with response activities conducted at the Site or related areas arising out of the release or threat of release or oil/hazardous materials; (iii) recovery of damages to natural resources pursuant to M.G.L. c. 21 B § 5 or 42 U..S.C, § 9601 et. seq..; (iv)recovery of damages to the Commonwealth's real or personal property pursuant to M.G.L. c 21 S § 5; (v) enforcement of the terms of this Consent Order; and or(vi) enforcement of past or future noncompliance with any statute or regulation, except for the alleged noncompliance described in Section M of this Consent Order. Respondent reserves all rights and defenses it may have with respect to any claims, except for those addressed through this Consent Order, that may be brought by the Depament. 26,. Subject to the Department's Reservation of Rights set forth in paragraph 25 of this Consent Order, compliance by the Respondent with the obligations of this Consent Order shall be considered compliance with all alleged instances of noncompliance referenced herein. The Respondent acknowledges and the Department reserves the right to sue or take any administrative action for any future noncompliance by the Respondent and the Respondent expressly reserves any rights it may have(unless expressly waived by this Consent Order)to contest and appeal the sama. 27., The Departmern hereby determines, and the Respondent agrees,that the deadlines set forth in this Consent Order constitute reasonable limes to perform the acts expressly agreed to in this Consent Order and that the activities required pursuant to this Consent Order otherwise meet the requirements of the MCP. 28. The activities required pursuant to this Consent Order may be subject to Department approval and the Respondent shall coinplywith all other applicable federal,state and local laws.. 29„ This Consent Order shall apply to and be binditg upon the Respondent,its agents,successors and assigns. No change in property ownership alters, in any way, the Respondent's Obligation to comply with this Consent Order. The Respondent shall provide a signed copy of this Consent Order to any subsequent owner, successors and assigns before any property rights are transferred, Jul . 22.- 2004J0 .6 ;45PMIM ;i0 No_ 2 4 3 V gP 7/10 BARMTABLE—BWSC RT 4-13380 page 5 or e Administrative Conseat Order 30. The Respondent shall provide a copy of this Consent Order to each LSP, contractor or consulting firm that has been hired to conduct any portion of the work pursuant to this Consent Order.. 31.Notwithstanding the terms of any contract, the Respondent shall not violate this Consmt Order and shall not cause their contractors, subcontractors, consultants, LSP, successors, assigns or agents to violate this Consent Order„ 32.. The Department shall have the right to enter upon the site at reasonable times to monitor compliance with the terms of this Consent Order.. V. ORDER 33. Based on the foregoing statement of facts and law and pursuant to its authority under Section 9 of M.G.L. c. 2113 and Section 10 of M.G.L. c.30A,the Department orders the Respondent to undertake the actions described in Section V of this Consent Order. 34. The Respondent shall provide all data and documentation that is necessary to support the submission of all response action documents pursuant to the MCP, including,but not limited to; a) all final tabulated data with appropriate plans and maps showing sampling points; b) all documentation generated by the laboratory associated with the collection and analysis of samples from the site including appropriate quality assurance/quality control data; c) all calculations of hydraulic conductivity, groundwater flow direction, exposure point concentrations, and any assumptions and/or connections made to these calculations, including graphic representations and charts;and d) all finalized data conclusions regardiug full delineation of contamination and feasible remediation options.. 35.. By August 31, 2004, submit to the Department a Final Inspection Report pursumt to 310 CUR 40.0878 and a Phase IV Completion Statement pursuant to 310 CMR 40.0879 for the site.. ifs. By August 31, 2004, the Respondent shall tither attain Phase V Remedy Operation Status ("Phase V") at the site in accordance with tho provisions of 310 CMR 40.0890 or submit a Class A or B RAO Statement to the Department for the site pursuant to 310 CMR 40,1000, If Remedy Operation Status is achieved at the site, a Remedy Operation Status submittal pursuant to 310 CMR 40..0893(3) shall be submitted to the Department in lieu of the RAO Statement. 3T if Remedy Operation Status is attained at the site as described in item 36 above,an Inspection and Monitoring (I&W Report pursuant to 310 CUR 40.0892 shall bo submitted to the Department six (6) months after the submission of to Remedy Operation Status Submittal. Subsequent I$M Reports shall be submitted every six (6).months thereafter until an RAO Statement can be submitted to the Department for the site. A Phase V Completion Statement Pursuant to 310 CMR 40.0994 shall be submitted to the Department with the RAO Statement. Jul 22 - 2004)I 6 :46PMAt4 No No , 2431 9P 8/10 BARNSTABLFE-BWSC RTN 4-13380 Page 6 of 8 Administrative Coweat Order 38. The deadline(s) established in Section V of this Consent Order, and any Amendment thereto, is an Interim Deadline pursuant to 310 CMR 40..0167 and is not subject to the seven (7)day grace period allowed by 310 CMR 40.0008(4).. The submittals required by this Consent Order are due to the Department on or before the deadlines established herein. 39. if sufficient documentation is provided to the Department which supports a Licensed Site Professional's conclusion that a Condition of No Significant Risk has been achieved at the site and an RAO Statement is provided to the Department prior to attaining Remedy Operation Status at the site as defined in paragraph 36 above,the Respondent is not required to implement any further Comprehensive Response Actions at the site,pursuant to 310 CMR 40.0550(3)and Section V of this Consent Order. 40.. Any failure to submit the required documents described in Section V of this Consent Order, or meet other MCP requirements, may subject the Respondent to the Stipulated Penalties described in Section V1 of this Consent Order.. 41.. The Respondent shall comply with all required Public involvement activities regarding the site,as described in 310 CMR 401400. 4�.. The Respondent shall submit all appI:eablc reports to: Laura Stanley Massachusetts Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville,Massachusetts 02347 43,. All.documents will be deemed to be delivered upon receipt by the Department. VI. STIPULATED PENALTIES 44,.If Respondent fails to comply with any action or deadline, described in this Consent Order without the express approval of tho Department, Respondent shall pay the Commonwealth, upon demand., stipulated penalties in the amount of one thousand dollars($1,000.00)per day per violation for each day such violation occurs,. a) Stipulated pentaldes shall begin to accrue on the day 4 violation occurs and shall continue to accrue until the day Respondent corrects the violation or completes performance, whichever is applicable. Stipulated penalties shalt accrue regardless of whether the Department has notified Respondent of a violation or act of noncompliance. Alt stipulated penalties accruing under this Consent Order shall be paid within 30 days of the date the Department sends Respondent a written demand for payment b) The stipulated penalties set forth herein shall not be construed as, or operate as, the, exclusive remedy for violations of this Consent Order. The Department reserves its right to elect to pursue other remedies and/or penalties, including adrt2inistrativ% civil and criminal penalties if Respondent violates any provision of this Consent Order.. k r. Ju1 :22 - 200400 6 51PM��, 40 No . 2431 I , 9/10 BARNSTABLE—BWSC RTN 4-13380 Page 7 of 8 Administrative Consent Order o) The Department may waive,at its own discretion,any portion of stipulated penalties with regard to this consent order. NOTE., Per day violation amounts shall double on the thirtieth (30th) consecrative day of noncompliance and treble on the sixtieth (60th) consecutive day of noncompliance, with maximum per day penalty not to=ood$25,000 per day,per offense„ 45..All payments of stipulated penalties shall be by check, certified check, cashier's check or money order,made payable to the"Commonwealth of Massachusetts"„ All stipulated penalty payments shall be sent to the following address; Commonwealth of Massachusetts Dep"ent of Environmental Protection P.O. 3ox 3584 Boston,MA 02241-3584 46..The name, Sunoco,Inc. (R&M),its Federal Employe Identification Number 23-1743283 and the Consent Order file number, ACO-SE-04-3T-201-STIP, must be clearly printed on the face of the check or money order. A copy of the check must be sent to the Department of Environmental Protection, Southeast Regional Office, 20 Riverside Drive, Lakeville, Massachusetts 02347, attention Laura Stanley. VU. ADDrflONAL PROVISIONS 47..The terms and conditions of this Consent Order shall take effect on the Effective Date,which is the date the Consc at Order is signed by the Department.. 48.The undersigned represents that he/she has the authority to bind the Respondent to this Consent Order. 49.The Department represents that the Regional Director has the authority to issue this Consent Order on behalf of the Department.. %If the Department determines that the Respondent's request to extend the deadlines is reasonable,.it may, on its own initiative or upon a reasonable documented request from the Respondent, extend any deadline established in Section V of this Consent Order through a written Amendment. If the Respondent has reason to know that any event has occurred or may occur which could cause delay of pesfornmce of the actions described in this Consent Order, the Respondent may submit a written request to the Department to extend the deadlines for performing the actions described in this Consent Order. For the Department to consider the Respondent's request,the request must be submitted as soon as the Respondent learns of the delay, but not later than fourteen(14) days prior to the deadline„ The request shall contain the following information a) The anticipated length and cause of the delay; Jul 22- 20041( 6 ; 52PMAM No No , 2431) 1P 10/10 BARNnABLU--BWSC RTN 4-13380 Page 8 of 8 Administrative Consent Order b) The measurc(s)to be taken to minimize the delay;and c) A timetable for implementing those measures;and d) If the delay is due to a failure to obtain property access, the Respondent shall certify in writing that it has followed the requirements of 310 Chill 40.0173 that describe the procedure for obtaining property access when requesting the extension_ Tho Department may unconditionally approve, disapprove, or approve the Respondent's request with necessary modifications. 51.Failure of the Department to complain of action or non-action on the part of the Respondent shall not constitute a waiver by the Depwtrnent of any of its rights hereunder.. Furthermore, no waiver by the Department of any provision herein shall be construed as a waiver of any other provision herein 52..If any term or provision of this Consent Order, or the application thereof, to any person or chinnstance, shall,to any extent,be invalid or unenforceable, the remainder of this Consent Order, aad the application thereof, shall not be affected, and each remaining term and provision shall be valid and enforceable to the fullest extent parmitted by law. 53.The applicable Cee(s) shall accompany any submission(s)required by this Consent Order,. 54.This Consent Order shall remain in effect until all the deadlines established in paragraphs 35 through 37 and any Amendments thereto are completed. ?he deadlines may be modified in accordance with paragraph 50 of this Consent Order. SO ORDERED: FOIL RESPONDENT oco,Inc ) BY: DATE: 7 9 Py �l l / S. lB�h , Env �nj Margaret DeS 27 imone,Esq. Federal Employer Identification Number:23-1743283 MASSACHUSETTS EPA►RTMSNT OF ENVMONMENTAL PROTECTION BY; a— DATES D Gary S.M Reel ' ector J r COMMONWEALTH OF MASSACHUSETTS j f EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS f=� s DEPARTMENT OF ENVIRONMENTAL PROTECTION 4Q SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 JANE SWIFT RECEIVE® BOB DURAND Governor Secretary JUN 212002 LAURENA.LISS Commissioner June 17, 2002 TOWN OF LTH DBAREPT•BLE Mr.William J.Brochu RE: BARNSTABLE-BWSC/SMP Sunoco,Incorporated RTN 4-13380 4 Bellows Road Sunoco Service Station Post Office Box 1262 1617 Falmouth Road(Route 28) Westborough,Massachusetts 01581 NOTICE OF NONCOMPLIANCE NON-SE-02-3S-010 THIS IS AN IMPORTANT NOTICE. FAILURE TO TAKE ADEQUATE ACTION IN RESPONSE TO THIS NOTICE COULD RESULT IN SERIOUS LEGAL CONSEQUENCES. Dear Mr.Brochu: The Massachusetts Department of Environmental Protection, Bureau of Waste Site Cleanup (the "Department"), is tasked with ensuring the permanent cleanup of oil and hazardous material releases pursuant to Massachusetts General Law Chapter 21E ("Chapter 21E"). The law is implemented through regulations known as the Massachusetts Contingency Plan, 310 CMR 40.0000 et seq. (the"MCP"). Through the MCP, the Department is currently regulating a.release of oil and/or hazardous material that has occurred at the Sunoco Service Station (the "Site") located. at 1617 Falmouth Road (Route 28) in Barnstable, Massachusetts. The Department was first notified of the release on September 11, 1997. The Department's records indicate that you (as used in this Notice, "you" collectively refers to Sunoco,Incorporated)are a Potentially Responsible Party(a"PRP")for this release. This Notice. is provided to inform you that you are—not in compliance with the MCP. . The Department has no record of y6ur completing the response actions required by the MCP to address this release. Attachment 1 of this Notice is a'Noncompliance Summary sheet that outlines the provisions of the MCP that you have, not complied with. Contained within the Noncompliance Summary are the necessary action(s) you must complete to return to compliance. Additionally, there is a prescribed deadline for your completion of the acdon(s). Notwithstanding this Notice/of Noncompliance ("NON"), the Department reserves the right to exercise the full extent of its legal authority in order to obtain full compliance .with all applicable requirements, including, but not limited to, criminal prosecution, civil action including court-imposed civil penalties, or administrative penalties assessed by the Department. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. } CEP on the World Wide Web: http://www.mass.gov/dep ��hl Printed on Recycled Paper �✓ '� BARNSTABLE-BWSC/SMP RTN 4-13380 Page 2 of a Notice of Noncompliance Be advised that the deadlines stated in the Noncompliance Summary Sheet cannot be extended. Be further advised that you will remain out of compliance with the provisions of this Notice until all of the corrective actions stated in the Noncompliance Summary Sheet have been completed and. documentation is submitted to the Department confirming the actions have been completed in accordance herewith. Finally,Attachment 2 of this Notice is a fact sheet containing supplemental information regarding this NON. If you have any questions regarding this matter, or if you would like to discuss compliance.with this Notice, please contact Laura Stanley, at the letterhead address or by telephone at(508) 946-2880. All future communication regarding this matter must reference Release Tracking Number 4-13380. Sinc _ rard M.R.Martin, Chief Site Management&Permitting Section M/LAS/re Attachment 1: Noncompliance Summary Sheet Attachment 2: Supplemental Information Regarding the Notice of Noncompliance CERTIFIED MAIL#7001 0320 0001-4832 6108 RETURN RECEIPT REQUESTED cc: Mr.John Kilm,Town Manager Town of Barnstable Town Hall 367 Main Street Hyannis,Massachusetts 02601 Mr.Thomas McKeam,Public Health Division Town of Barnstable Department of Health Post Office Box 534 Hyannis,Massachusetts 02601 Jeffery Curtis,LSP Handex of New England,Incorporated 398 Cedar Hill Street Marlboro, Massachusetts 01752 DEP-SERO ATTN: Laura Stanley, Compliance and Enforcement Branch Chief, SMP Regional Enforcement Office(2 copies) Data Entry ATTACHMENT 1 NOTICE OF NONCOMPLIANCE NONCOMPLIANCE SUMMARY ENTITY/POTENTIALLY RESPONSIBLE PARTY IN NONCOMPLIANCE: Mr. William J. Brochu Sunoco, Incorporated 4 Bellows Road Post Office Box 1262 Westborough, Massachusetts 01581 LOCATION WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: Sunoco Service Station, RTN 4-13380 1617 Falmouth Road(Route 28) Barnstable, Massachusetts 02632 DATE WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: 1. September 3, 2000 2. September 3, 2001 LICENSED SITE PROFESSIONAL AT TIME OF NONCOMPLIANCE: Mr. Jeffery Curtis, LSP Number 9749 Handex of New England, Incorporated 398 Cedar Hill Street Marlboro, Massachusetts 02632 DESCRIPTION OF ACTIVITY OR CONDITION RESULTING IN NONCOMPLIANCE: 1. On March 30, 1998, the Department received a Tier Classification Submittal Package and a Tier IC Permit Applicatim (a "Tier.IC Permit") for the Sunoco Service Station located at 1617 Falmouth Road (State Route 28) in Barnstable, Massachusetts (the "site"). The Tier IC Permit was prepared on behalf of Sunoco, Incorporated (Sunoco) by Handex of New England, Incorporated (Handex). The Department issued the Tier IC Permit for the site on August 5, 1998. Mr. William Morse, a representative of Sunoco signed and accepted the Permit for the site. By signing and accepting the Permit, Sunoco agreed to conduct response actions at the site in accordance with the Massachusetts Contingency Plan (the "MCP"), 310 CMR 40.0000 and the terms, conditions and deadlines established in the Permit. The Permit became effective on September 2, 1998. l BARNSTABLE-BWSC/SMP RTN 4-13380 Page 2 of Notice of Noncompliance—Attachment 1 On April 4, 2000, the Department received a letter titled "Phase II Report Extension, Sunoco Service Station, 1617 Falmouth Road (State Route 28), Barnstable (Centerville), Massachusetts 02632, RTNs 4-14632 & 4-13380, Tier IC Permit #123456, SUN DUNS # 0006-0467" dated April 3, 2000 and prepared by Handex. The letter stated that the Phase II Comprehensive Site Assessment Report (the "Phase II Report") would not be submitted to the Department by the deadline in 310 CMR 40.0550(2)(a), since additional time was needed to "generate a thorough Comprehensive Site Assessment" for the site. The letter also stated that additional borings and monitoring wells would be installed at the site by March 31, 2000. The letter further stated that the Phase II Report would be submitted to the Department by May 31, 2000. On February 26, 2001, the Department received a report titled "Phase II-Comprehensive Site Assessment Report, Sunoco Service Station, 1617 Falmouth Road (State Route 28), Barnstable (Centerville), MA, RTN 4-13380' & 4-14632, Tier IC Permit #123456, SUN DUNS# 0006-0467" dated February 23, 2001 and prepared by Handex. The Phase II Report stated that the extent of soil contamination at the site is limited to a depth ranging between 15 and 35 feet below grade in the area of the gasoline underground storage tanks. The Phase II Report also stated that the extent of groundwater contamination at the site is limited to the area of the gasoline underground storage tanks. The Report further stated that separate phase product was observed in MW-3 and MW-6 at a thickness of 0.20 feet and 0.96 feet, respectively on November 15, 2000. Based on this information, Handex concluded that additional comprehensive response actions are necessary at the site to achieve a permanent solution pursuant to 310 CMR 40.1000. On September 19, 2001, the Department received a report titled "Phase III Identification, Evaluation and Selection of Comprehensive Remedial Action Alternatives and Remedial Action Plan, Sunoco Service Station, 1617 Falmouth Road, Barnstable (Centerville), Massachusetts 01760, SUN DUNS 40006-0467, RTNs 4-14632 & 4-13380, Tier IC Permit #123456" (the Phase III Plan) dated August 2001 and prepared by Handex. The Phase III Plan identified soil vapor extraction (SVE), separate phase product recovery, natural attenuation and monitoring as the remedial alternatives for use at the site. The Phase III Plan also stated that the SVE system would be modified to include air sparging once separate phase product is-no longer observed at the site and oxygen-enhanced bioremediation may be used to supplement the selected remedial alternative. In addition, the Remedial Action Plan stated that the Phase IV Remedy Implementation Plan would be submitted to the Department in the"near future". . On April 11, 2002, the Department received a letter titled "Notice of Field Work, Sunoco Service Station, 1617 Falmouth Road (State Route 28), Barnstable (Centerville), Massachusetts, 02632, RTNs 4-14632 & 4-13380, Tier IC Permit # 123456, SUN DUNS # 0006-0467" dated April 8, 2002 and prepared by Handex. The letter stated that the groundwater plume has migrated off the service station property and is no longer delineated by the existing monitoring wells. Therefore, Handex proposed that additional monitoring wells be installed in April 2002 to delineate the full extent of groundwater contamination at the site. The letter also stated that a Phase II Addendum Report would be submitted to the Department by June 30, 2002. To date, the Department has not received an administratively complete Phase 11 Report prepared pursuant to 310 CMR 40.0835(4)(f). Therefore, you failed to comply with the provisions in CMR 40.0550(2)(a) and 310 CMR 40.0835. BA-RNSTABLE-BWSC/SMP RTN 4-13380 Page 3 of 4 Notice of Noncompliance—Attachment I 2. To date, the Department has not received a Phase IV Remedy Implementation Plan for the site. Therefore, you failed to comply with the provisions in 310 CMR 40.0550(2)(b). DESCRIPTION OF REQUIREMENTS NOT COMPLIED WITH: 1. Pursuant to 310 CMR 40.0835(4)(f), a Phase II Comprehensive Site Assessment Report shall define the source(s), nature, and the vertical and horizontal extent of contamination at.the disposal site. 2. Pursuant to 310 CMR 40.0550(2)(a), a Phase II Comprehensive Site Assessment Report and, if applicable, a Phase III Remedial Action Plan shall be submitted to the Department within two (2) years of the Permit effective date. 3. Pursuant to 310 CMR 40.0550(2)(b), a Phase IV Remedy Implementation Plan shall be submitted to the Department within three (3) years of the Permit effective date. J DESCRIPTION AND DEADLINES OF ACTIONS TO BE TAKEN: The following actions must be completed within the timeframes specified below: 1. By July 1, 2002, submit to the Department the information necessary to complete the Phase II Comprehensive Site Assessment Report pursuant to 310 CMR 40.0835(4). In addition, a revised Risk Characterization prepared pursuant to 310 CMR 40.0900 should accompany the Phase II Addendum, if necessary to evaluate the risk to human health, safety,public welfare and the environment posed by the supplemental comprehensive site assessment activities. 2. By August 1, 2002, submit to the Department a Class A Response Action Outcome ("RAO") Statement pursuant to 310 CMR 40.1000 or a revised Phase III Remedial Action Plan if necessary, if the Phase II Addendum indicates that additional comprehensive response actions are necessary to achieve an' RAO at the site. The Remedial Action Plan ("Phase III Plan") must be prepared in accordance with 310 CMR 46.0861 and include a feasibility evaluation pursuant to 310 CMR 40.0860. 3. By September 1, 2002, submit to the Department a Class C RAO Statement pursuant to 310 CMR 40.1050 and 310 CMR 40.1056, if the Phase III Plan indicates that it is currently infeasible to achieve a Permanent Solution at the site, as defined in 310 CMR 40.0006. (Refer to page 1486 of the MCP for additional information.) If it is feasible to reach a Permanent Solution at the site, a Phase IV Remedy Implementation Plan, prepared pursuant to 310 CMR 40.0870 should be submitted in lieu of the Class C RAO. If at any time during the MCP cleanup process documentation is submitted to the Department to support the conclusion that a level of No Significant Risk and a Class A or B Response Action Outcome Statement have been achieved for the entire Site, pursuant to 310 CMR 40.1000, additional response actions are no longer necessary at the Site {310 CMR 40.1003(1)}. If a Phase.IV Completion Statement or a Response Action Outcome Statement is submitted to the Department at least ninety (90) days prior to the expiration of a Tier I Permit or a Tier I Permit Extension, additional Tier I Permit Extension submittals are not required to be filed with BARNSTABLE-BWSC/SMP RTN 4-0380 Page 4 of 4 Notice of Noncompliance—Attachment 1 the Department pursuant to 310 CMR 40.0580(2), 310 CMR 40.0702(1) and 310 CMR 40.1003(1). Upon performance of all of the required response actions under this Notice, your LSP should certify that the Respondent has implemented response actions in accordance with M.G.L. c.21E and the MCP and complied with this Notice.. Notwithstanding this Notice of Noncompliance, the Department reserves the right to exercise the full extent of its legal authority to obtain full compliance with all applicable requirements, including but not limited to, criminal prosecution, civil action including court-imposed civil penalties, and Civil Administrative Penalties issued by the Department. If you have any questions regarding this matter, or if you would like to discuss compliance with this Notice, please contact Laura Stanley at the letterhead address or by telephone at (508) 946-2880. All future communications regarding this matter must reference Release Tracking Number 4-13380. For the Department of Environmental Protection: DATE: J % n 2 ac`Z NAME: Gerard M.R. Martin, Chief Site Management&Permitting Section , HANDEX Practical Business Solutions August 26, 2004 Director of the Board of Health 367 Main Street Hyannis,Massachusetts 02601 Re: Notification of Document Availability: Final Inspection Report,Phase IV Completion Statement and ROS Opinion Former Sunoco 1617 Falmouth Road(State Route 28) Barnstable(Centerville),Massachusetts 02632 RTNs 4-14632,4-13380,4-17000 Tier IC Permit#123456 SUN DUNS#0006-0467 To Whom It May Concern: In accordance with the Massachusetts Contingency Plan(MCP) 310 CMR 40.1400,this letter is provided on behalf of Sunoco,Inc.(R&M)as a Notice of Document Availability of a Final Inspection Report,Phase IV Completion Statement and ROS Opinion relative to the referenced site. This report has been submitted to the Southeast Regional Office of the Massachusetts Department of Environmental Protection(DEP)at 20 Riverside Drive, Lakeville,Massachusetts 02347. You should inquire with the DEP at this address to obtain a copy of this document. Sincerely, Handex of New England,Inc. Paul Lockwood,P.G. Senior Project Manager Enclosures cc: Mr.William J. Brochu- Sunoco,Inc. (R&M),Westborough,MA Ms.Yvonne Monti- Sunoco,Inc. (R&M), Conshohocken,PA Mr.Bruce Garrett,Volta Oil Company, Inc.,Plymouth,MA 398 Cedar Hill St., Marlboro, MA.01752 -.(508)481-5750 • FAX: (508)481-5159 J i4WHANDEX Practical Business Solutions September 22,2004 Director of the Board of Health 367 Main Street Hyannis,Massachusetts 02601 Re: Notification of Document Availability: Immediate Response Action Completion Report Former Sunoco 1617 Falmouth Road(State Route 28) Barnstable(Centerville),Massachusetts 02632 RTNs 4-14632,4-13380,4-17000 Tier IC Permit#123456 SUN DUNS#0006-0467 To Whom It May Concern: In accordance with the Massachusetts Contingency Plan(MCP)310 CMR 40.1400,this letter is provided on behalf of Sunoco,Inc. (R&M)as a Notice of Document Availability of an Immediate Response Action Completion Report relative to the referenced site. This report has been submitted to the Southeast Regional Office of the Massachusetts Department of Environmental Protection(DEP) at 20 Riverside Drive,Lakeville,Massachusetts 02347. You should inquire with the DEP at this address to obtain a copy of this document. Sincerely, Handex of New England,Inc. Paul Lockwood,P.G. Senior Project Manager Enclosures cc: Mr. William J.Brochu- Sunoco,Inc. (R&M),Westborough,MA Ms.Yvonne Monti- Sunoco, Inc. (R&M), Conshohocken,PA Mr. Bruce Garrett,Volta Oil Company, Inc.,Plymouth,MA 398 Cedar Hill St., Marlboro, MA 01752 • (508)481-5750 - FAX: (508)481-5159 HANDEX Practical Business Solutions September 22, 2004 Town Manager 367 Main Street Hyannis,Massachusetts 02601 Re: Notification of Document Availability: Immediate Response Action Completion Report Former Sunoco 1617 Falmouth Road(State Route 28) Barnstable(Centerville),Massitchusetts 02632 RTNs 4-14632,4-13380,4-17000 Tier IC Permit#123456 SUN DUNS#0006-0467 To Whom It May Concern: In accordance with the Massachusetts Contingency Plan(MCP)310 CMR 40.1400,this letter is provided on behalf of Sunoco,Inc. (R&M) as a Notice of Document Availability of an Immediate Response Action Completion Report relative to the referenced site. This report has been submitted to the Southeast Regional Office of the Massachusetts Department of Environmental Protection(DEP) at 20 Riverside Drive,Lakeville,Massachusetts 02347. You should inquire with the DEP at this address to obtain a copy of this document. Sincerely, ;Han+dex New England,Inc. Paul Lockwood,P.G. Senior Project Manager Enclosures cc: Mr.William J.Brochu-'Sunoco,Inc. (R&M),Westborough,MA Ms.Yvonne Monti- Sunoco,Inc. (R&M),Conshohocken,PA Mr.Bruce Garrett,Volta Oil Company,lnc.,Plymouth,MA 398 Cedar Hill St., Marlboro, MA 01752 • (508)481-5750 • FAX: (508)481-5159 �p THE T� ` 'STABS The Town of Barnstable 9 MASS. ��r A�0 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: john.klimm@town.barnstable.ma.us MEMORANDUM TO: Tom Geiler, Director of Regulatory Services FR: John C. Klimm, Town Manager DT: 07/27/04 RE: FAXED COPY: Former Sunoco Service Station 1617 Falmouth Road,RTN 4-13380 Tom, for your information I am sending you for your records a faxed copy from the DEP regarding the above said matter. Thank you. JCK: smo D EbUWE Attachment J U L 2 8 2004 TOWN OF BARNSTABLE CA/W&M/LICENSE/PAR WORD-VIOL Ju1 . 22 , 2004 6 :36PM No • 2430 P . 1/10 COMMONWEALTH OF MASSACHUSETTS a ExECUT7vE OFFYc+' or, ENVIRONMENTAL AFFAIRS - DEPARTMENT Or ENVIRONMENTAL PROTECTION 20 RIVERSIDE DRIVE, LAXEVILLE, MA 02347 508-946-2700 MI l'HONINEY ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROrtrRT w GOLLEDGE,JR. Lieutenant Governor Commissioner FQX Trftlsni t d Cair Shwt eLAsE iwvaz Arm u,-.;Q TO.- Town of Barnstable- Fax: (508) 790-6226 Department of Health (508) 790-6304 Town of Barnstable-Town Manager From: Laura Stanley Date, 7/22/2004 DER SERO Phone: 508-946-2880 Fax: 508-947-6557 Rea Former Sunoco Service Station Pages: 13 (Including this page) 1617 Falmouth Road, RTN 4- 13380 CC: ❑ Urgent ❑For Review ❑ For Comment O For Reply Attached is a fully executed copy of an Administrative Consent Order for the above referenced disposal site- If you have any questions regarding the Order please contact me at the letter head address or the phone number above. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the Worid Wide Web; http!/Iwww.state.ma.us/dep Printed on Recycled Paper Ju1 , 22 . 2004 6 :36PM No , 2430 P . 2/10 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 508-940-2700 M1TT ROMNEY ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY Lieutenant Governor 1:t013N:.tt,'1'W. GULLEDGE,Jr- Commissioner July 22,2004 Margaret DeSimone;Esq. RE: BARNSTABLE-I3WSC RTN 4-13380 Sunoco, Incorporated(R&M) Former Sunoco Service Station 1801 Market Street 1617 Falmouth Road Philadelphia,Pennsylvania 19103 EXECUTED ADMINISTRATIVE CONSENT ORDER ACO-1,3E-04-3T-201 Dear Ms,DeSimone; Enclosed please Cord a fully executed copy of an Administrative Consent Order(the Consent Order)for the above referenced Site., The Effective Date for the Consent Order is July 22, 2004. The Consent Order has been assigned file number ACO-SE-04-3T-201, Contained within the Consent Order is the schedule to return to compliance. If you have any questions regarding this matter,please contact Laura Stanley at(508)946-2880. Ve y truly yours, Jo la .Hobill,Rcgiona ngineer B au of Waste Site Cleanup H/LA S/rr 4-13380 Sunoco Executed ACO Covendw Enclosure! Administrative Consent Order CERTIMED MAIL#7003 3110 00014163 2659 fc- Town of Barnstable-Town Administrator(508)775-3344 Town of Barnstable-Dcparhnent of Health(508)775-3344 William Brochu,Environmental Engineer, Sunoco,Inc..(R&M),(978)567-5837 ec. DEP-SLRO Attu: Millie Garcia-Surette,Deputy Regional Director Kevin Kiernan,Senior Regional Counscl Theresa Barao,Public Affairs Regional Enforcement Officc(2 copies with enclosures) Data Entry Thix inrormation Is available in alternate furmat.Call Donald M.Gomna,ADA Coordinator at 617556-1057..TDD service.1-900-298-2207„ DEP on the World Wide Web: http://www.mose.gov/dep i j ,Printed on Recycted Paper Jul ' 22 20041r 6 :36PM No 2430, P ' 3/10 f VV:I LV 6 � I VVAM No .... COMMONWEALTH OF MASSA,CHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONNENTAL PROTECTION RE,,BARNSTABLE-BWSC IN THE MATTER OF: ) Release Tracking Number 4-13380 Former Sun000 Service Station sunoco,Inc.,(R&M) ) 1617 Falmouth Road 1801 Market Strcct ) ADMIMSTRATIVE CONSENT ORDER Philadelphia,Pennsylvania ) ACO-SE-04-3T-201 FFIN:23-1743283 ) } ) L TFM PARTIES I. The Department of Environmental Protection C'the Depactment'l is a duly constituted agency of the Commonwealth of Massachusetts. The Department maintains a primary office at One Winter Street in Boston,Massachusetts 02108,mid a regional office at 20 Riverside Drive in Lakevil)e,Massachusetts 02347. 2,. Sunoco,Inc. (R&M) fonnorly Sun Refining and Marketing Company, (the"Respondent")is a Pennsylvania Corporation with a business address at 1801 Market Street, Philadelphia, Pennsylvania. The Respondent owns the property located at 1617 Falmouth Road in Barnstable,Massachusetts and operated an automobile fuelixig facility at this address, i1. STATEMENT OF LAW 1 The Department is charged with the implementation and enforccmennt of the"Massachusetts Oil and Hazardous Material Release Prevention and Response Act", M.G-L. c. 21E, aM amended ('VG1. c. 21F'), and tho regulations promulgated th.ereander as the Massachusetts Contingency Plan("MCP' at 310 CMR 40,0.000 at sy. 4.. The Departmeut is authorized to assess Civil Administrative Penalties by M.G-L.c..21A, §16 and regulations at 310 CUR 5,00, S. M.01. c. 2IF, Section 9 and 310 CMR 40.0170(9) authorize the Department to enter into a consent order with a responsible patty("RP"),potentially responsible party("PR '},or other person, which sets forth necessary response actions, time periods, deadlines for the .performance thereof,and requirements for submittals to the Department., 6. 310 CMR 40.0167 authorizes the Department to establish and enforce reasonable deadlines for the performance of mpoiise actions through the iwuanCc of an order 7.. Pertinent provisions of the Massachusetts Contingency Plan ate as follows: g Y Ju1 , 22 , 2004 6 -37PMAg No No_ 2430 6P • 4/10 vv�� c.Jt,r BARNSTABLE-BwsC RTN 4.13580 Page 2 of Admostsative Comout Order 310 CMR 40.0550(2)(c) Response Action Outcome(RAO)Statement Except as provided in 310 CMR 40..0550(3),or as expre ly provided by 310 CMR 40.0000, or as otherwise ordered or agreed to in writing by the Department, any person undertaking response actions a Tier I disposal site pursuant to a Tian I Permit shall submit an RAO Statement to the Department pursuant to 310 CMR 401000 within five (5) years of the effective, date of such permit. if Remedy Operation Status has not been achieved.at the site pursuant to 310 CMR 40.0893, 8_ Unless otherwise stated herein, the terms used in this Consent Order are defined pursuant to M.GC L.c.21E,the MCP and 310 CMR 5.00, 111. STATEMENT OF FACTS 9. For purposes,of this Order, the "site' includes the structures and property located at 1617 Falmouth Road(Route 28)in Barnstable;Massachusetts,and all other areas where oil and/or hazardous material originating from the 1617 Falmouth Road property have come to be located. The site served as an automobile fueling facility and is abutted to the north by Falmouth Road and across the mad by the Bell Tower Mall, to the east by a vacant lot contaiT ing a foundation, to tho south by an undeveloped pared of land and to the west by a retail/office condominium complex. 10. On September 11, 1997, the Department received an Oil and Hazardous Material Rcicasa Notification Form (the"RNF)which indicated that benzene was detected in the groundwater beneath the site at a concentration above the applicable RCGW-I Standard., The Department issued a Notice of Responsibility (NOR) to the Respondent and assigned Release Tracking Number 4-13380 to the release„ The NOR informed the Respondont of its liability under M.G.L»e.21E,and the MCP;for the cletiuup of the site. 11. On.March 30, 1998,the Department received a Tier Classification Submittal Package, &.Tier I Permit Application and a Phase I Limitcd Site Investigation Report prepared by Handex of New England,Incorporated(Handex)on behalf of the Respondent, 12. On August 5, 1998,t1w Department issued the Respondent a Tier IC Permit(Permit Dumber . 123456)for the site pursuant to 310 CMR 40.0700, Mr.William Morse signod and accepted the Permit on the Respondent's behalf By accepting the Permit, the Respondent*agreed to conduct response actions at the site in accordance with the M..C.P.., 310 CMR 40.0000. and the terms,conditions and deadlines.estoblished in the Permit.. 13. On September 2, 1998,the Permit became effective pumauant to 310 CMR 40.0750(1). 14. On June 17, 2002, the Department issued a Notice of No (the 'VOW) to the Respondent for failure to submit a Phase II Report prepa red pursuant to 310 CMR 40.0835(4)(0 which defines the souree(e),nature and full extent of contamination at the site within two (2) years of the Permit effective date pursuant to 310 CMR 40.,0550(2)(a). The Jul 22 - 2004;( 6 38PMq;1 ho No 2430) 5P 5/10 BARNSTABLE-BWSC RTN 4.13380 Page 3 of 8 Administrative Consent Order NON also stated that the Respondent failed to submit a Phase TV-Remedy Implementation Plan within three(3)years of the Permit effective date pursuant to 310 CMR 40.0550(2)(b). 15.On June 9,2003,the Department received a Tier IC Permit Extension Application for the site pmpared and submitted on the Respondents behalf by Handex. The Department issued a letter titled "Notice of Presumptive.Approval, Permit Expiration Dat0imvest Lane Access" to the Respondent on,June 19,2003 in response to the submission of the permit application. The letter stated that tho phut application would be presamptivoly approved pursuant to the revisions in 310 CMR 40,0720,effective fune 27,2001 16. On August 29, 2003, the Department reeeivcd a Phase U Addendum Report for the site prepared and submitted on the Respondents behalf by Hwidnx.. 17. On September 9, 2003, the Department received a Phase III Addendum Report for the site prepared and submitted on the Respondents behalf by Handex. Tho Phase III Addendum stated that soil vapor extraction utilizing granular activated carbon adsorption units for off' gas control, groundwater extraction with product recovery using air stripping and carbon polishing, and nwi itorad natural attenuation are the selected remedial alternatives for use tit the site., 18. On November 10, 2003, the Depa tmont received a report titled "Phase IV-Remedy Implementation Plan, Sunoco Service Station, 1617 Falmouth Road. (State Route 28), Barnstable (Centerville), Massachusetts, 02632, RTNs 4.14632, 4-13380, Tier IC Permit #123456,Sim Duns 90006-0467"(the Phase IV Plan)dated November 6,2003,prepared and submitted on the Respondents behalf by Handex. The Phase TV Plan stated that a Phase IV Final Inspection Report and a Phase N Completion Statement would be submitted to the Department for the site by March 2004. The Plan also sWod that the site would be in Remedy Operation Status and a Phase V Status Report submitted to the Department by June 2004. 19.. The Respondent has violated 310 CMR 40..0550(2)(e)by not submitting an RAO Statement to the Department for the site by September 2,2003, IV. DISPOSITION 20.,As a result of discussions between the Dopaxtnaent and the Respondent (the "Parties'), and %ithont admission or adjudication of any fact or law set forth above, the Parties have agreed to this Consent Order rather than expending further time and resources necessary to adjudicate this matter. 21. This Consent Order also serves as a Notice of Noncomplaince. 22..This Consent Order is issued by the Department gureuunt to its authorities under M.G.L. c. 21A,M.G.L. c,21B,310 CUR 5.00,and the MCP. 23.The Respondent assents to the authority of the Department'to issue this Consent Order and waives its rights to further administrative or judicial review of this Consent Order. The Respondent reserves its right to challenge any roquimmomt imposed by the Department beyond those set forth in this Consent Order. r Ju l �22 • `20040� 6 39PM1 VIAM No No: 2430) 7P 6/10 )BARNSTABL&-BWSC RTN 4-13390 Peg 4 of 8 Admiui Wive Consent Order 24,. This Consent Order is not an admission of liability or a waiver of arty defenses the Respondent may raise in any proceeding to enforce this Consent Order. 25., This Consent Order rsprosents the full and final agreement between the Parties concerning rho Respondent's aeged failure to complete response actions at the site in the timely manner required by the MCP, dascribod in Section M herein. However, nothing in this Consent Order shall be construed as or operate as, barring, diminishing, adjudicating or in any way affecting the legal or,equitable right of the Department to issue any future order, or in any way affecting any other claim,action, suit, cause of action,or demand which the Department has initiated or may initiate,except actions to recover penalties or seek equitable relief for the Respondent's alleged failure to complete response actions at the site which arc addressed in this Consent Order, including, but not limited to, the; (i) recovery of costs incurred by the Commonwealth in oversight, administration and enforcement of this Consent Order; (b) recovery of any future costs incurred by the Department in cormection with mspowc. activities conducted at the Site or related areas arising out of the release or threat of release or oil/hazardous materials; (iii)recovery of damages to natural resources pursuant to M.G.L. c. 21 E § 5 or 42 U.S.C. §9601 et. scq.; (iv)recovery of damages to the Commonwealth's real or personal property pursuant to M.Q.L, c 21 E § 5; (v) enforcement of the terms of this Consent Order; and or(vi) enforcement of past or fiAwo noncompliance with any statute or regulation, except for the alleged noncompliance described. in Section M of this Cogent Order, Respondent reserves all rights and defenses it may have with respect to any claims, except for those addressed through this Consent Order, that may be brought by the Department, 26. Subject to the Department's Reservation of Rights set faith in paragraph 25 of this Consent Order, compliance by the Respondent with the obligations of this Consent Ordcr shall be considered compliance with all alleged instances of noncompliance referenced herein. The Respondent wknowledges and" the Department reserves the Tight to sue or take any administrative action for any future noncompliance by the Respondent and the Respondent expressly reserves any rights it may have(unless expressly waived by this Consent Order)to contest and appeal the same, 27 The Department hereby determines,and the Respondent agrees,the the deadlines set forth in this Consent Order constitute reasonable times to perform the acts expressly agreed to in this Consent Order and that the activities required pursuant to this Consent Order athcruvise moot the requirements of the MCP. 28, The activities required pursuant to this Consent Order may be subject to Department approval And the Respondent shall comply with all other applicable federal,state and local laws.. 29.This Consent Order shall apply to and be binding upon the Respondent,its agents,successors and assigns. No change in property. ownership alters, in any way, the Respondent's obligation to comply with this Consent Order, The Respondent shall provide a signed copy of this Consent Order to any subsequent owner, successors and assigns before any property rights are transferred Jul -22 •� 2004J0,6;40PM�1�4 �a No • 2430 8P . 7/10 BARNSTABLE-BWSC RTN 4-13380 Page s of s Administrative Consent Order 30. The Respondent shall provide a copy of this Consent Order to each LSP, contractor or consulting firm that has been hired to conduct any portion of the work pursuant to this Consent Order. 31.Notwithstanding the tarns of any contmct, the Respondent shall not violate this Consent Order and shall not cause their contractors, subcontractors, consultants, LSP, successors, assigns or agents to violate this Consent Order. 32, The Department shall have the right to enter upon the site at reasonable times to monitor compliance with the terms of this Consent Order. V. ORDER 33.Based on the foregoing statement of facts and low and pursuant to its authority under Section 9 of M.G.L. c. 21E and Section 10 of M.G.L. c. 30A, the Department orders the Respondent to undertake the actions described in Section V of this Consent Order_ 34. The Respondent shall provide all data and documentation that is necessary to support the submission of all response action documents pursuant to the MCP,including,but not limited to; a) all final tabulated data with appropriate plans and maps showing sampling points; b) all documentation generated by the laboratory associated with the Collection and analysis of samples from the site including appropriate duality assurince/quality control data; c) all calculations of hydraulic conductivity, groundwater flow direction, exposure point concentratiotts, and any assumptions and/or corrections made to these calculations, including graphic representations and charts;and d) all finalized data conclusions regarding full delineation of contamination and feasible remediation options- 35.. By August 31, 2004, submit to the Department a Final Inspection Report pursuant to 310 CMR 40.0878 and a Phase IV Completion Statement pursuant to 310 CMR 40.0879 fbr the site. 36. By August 31, 2004, the Respondent shall either attain Phase V Remedy Operation Status ("Phase V") at the site in accordance with thv provisions of 310 CMR 40.0890 or submit a Class A or B RAO Statement to the Department for the site pursuant to 310 CMR 40,1000. If Remedy Operation Status is achieved at the site, a Remedy Operation Status submittal pursuant to 310 CMR 40,.0893(3) shall be submitted to the Department in lieu of the RAO Statement. 37, If Remedy Operation Status is attained at the site as described in item 36 above,an Inspection and Monitoring (I&NO Report pursuant to 310 CMR 40.0892 shall be submitted to the Department six (6)months after the submission of the Remedy Operation Status Submittal. Subsequent I$M Reports shall be submitted every six (6) months thereafter until an RAO Statement can be submitted to the Department for the site. A Please V Completion Statement pursuant to 310 CMR 40.0894 shall be submitted to the Department with the RAO Statement. r JuI - 22 - 2004. 6 :41PM No 2430 P 8/10 AARNSTABL>r BWSC R'1144-13380 Page 6 of 8 Administrative Consent Order 38, The deadlines)established in Section V of ibis Consent Order,and arty Amendment thereto, is an Interim Deadline p=uant to 310 CMR 40�0167 and is not subject to the swan(7) day grace period allowed by 310 CMR 40,0008(4).. The submittals-required by this Consent Order are duo to the Department on or before the deadlines established herein. 39_ Tf sufficient documentation is provided to the Department which supports a Licensed Site Professional's conclusion that a Condition of No Sipfficant Risk has been achieved at the site and an RAO Statement is provided to the Department prior to attaining Remedy Operation Status at the site as defined in paragraph 36 above, the Respondent is not required to implement any Airther Comprehensive Response Actions at the site,pursuant to 310 CMR 40.0550(3)and Section V of this Consent Order. 40_ Any failure to submit the required documents described in Section V of this Consent Order, or meet other MCP requirements, may subject the Respondent to the Stipulated Penalties described in Section V1 of this Consent Order,, 41,. Thu Respondent shall comply.with all required Public Tnvolvemmt activities regarding the site, as described in 310 CMR 40,1400,, 42.. The Rearondamt shall submit all applicable,reports to! Laura Stanley Massachusetts Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville,Massachusetts 02347 43„ All,documents will be deemed to be delivered upon reeeipi by the Department„ V1. STIPULATED PENALTIES 44.If Respondent fails to comply with any action or deadline, described in this Consent Order without the express approval of the Departmcut, Respondent shall pay the Corn=nwealth, upon demand, stipulated penalties in the amount of one thousand dollars($1,000.00) per day per violation for each day such violation occurs„ a) Stipulated penalties shall begin to accrue on the day a violation occurs and shall continue to accrue until the day Respondent corrects the violation or completes performance, whichever is applicable. StipuWed penalties shall accrue regardless of whether the ]department has notified Respondent of a violation or act of noncompliance. All stipulated penalties accruing under this Consent Order shall be paid within 30 days of the date the Department sonde Respondent a written demand for.paymont b) The stipulated penalties set forth herein shall not be construed as, or operate as, the exclusive remedy for violations of this Consent Order, The Department reserves its right to elect to pursue other remedies and/or penalties, including administrative, civil and criminal penalties if Respondent violates any provision of this Consent Order. Jul 22 , _200401 6 :42PMAM No No - 2430) ,1P 9/10 BARNSTASLE RWSC RTN 4-I3390 Page 7 of 8 A&T&igtralive Consent Oder o) The DePm1ment may waive,at its own discretion,any portion of stipulated penalties with regard to this consort order. NOTE: Per day violation amoums shall double on the thirtieth (30th) conoecutive day of noncompliance and treble on the sixtieth, (60th) oonsecuttve day of noncompliance, with MAMM utt per day pemlty not to oxcood$25,000 per day,per offense. 45.AU payments of stipulated penalties shall be by check, certified check, cashier's check or money order,made payable to the"Commonwealth.of Massachusetts All stipulated penalty payments shall be sent to the following address: Commonwealth of Massachusetts Department of EnvnroA,meotal Protection P.O.Box 3584 Boston,MA 02241-3584 46.The name,Sunoco,Inc, (RW,its Federal Employer Identification Number 23.1743283 and the Consent Order file number, AC0-SFr04-3T-201-81TF, must be clearly printed on the Am of the cheep or money order. A copy bf the check must be sent to the Department of Environmental protection, Southeast Regional Office, 20 Riverside Drive, Lakeville, Massachusetts 02347,attention Laura Stanley.. YII. ADDITIONAL PROVISIONS 47.The terms and conditions of this Consent Order shall take effect on the Effective Date,which is the date the Consent Order is signed by the Department.. 48.The undersigned represents that he/she has the authority to bind the Respondent to this Consent Order, 49..The Department represents that the Regional Director has the authority to issue this Consent Orden on behalf of the Department„ SO.If the Department determines that the Respondent's request to extend the deadlines is reasonable,.it may, on its own initiative or upon a ressonablo documented requ st from the Despondent, extend any deadline established in Section of this Consent Order through a written Amendment. ?f the Respondent has reason to know that any event has occurivd or may occur which could cause delay of performance of the actions described in this Consent Order, the Respondent may submit a written rcqucst to the Department to extend the deadlines for perfvra in$tha actions described in this Consent Order. For the Department to consider the Respondent's request, the request must be submitted as soon as the Respondent learns of the delay, but not later than fourteen(14) days prior to the deadline, The request shall contain the following information: a) The anticipated length and cause of the delay; Ju I . 22 - 2004)( 6:43PM4,M No No , 2430, 1 P 10/10 BARNSIABLii—BWSC RTN 4-13380 Page 8 of 8 A&iizis"five Coaseat Order b) 71=measure(s)to be taken to muumize the delay;and e) A timetable for implementing those measures;and d) If the delay is duo to a failure to obtain property access, the Respondent shall certify in writing that it has followed the requirements of 310 CIvM 40.0173 that describe the procedure for obtaining property access when requesting the extension. The Department may unconditionally approve, disapprove, or approve the Respondent's request with necessary modifications- 5 1 Failure of the.DepaAment to complain of action or non-action on the part of the Respondent shall not constitute a waiver by.the Department of any of its rights hereunder. Furthermore, no waiver by the Department of any provision herein shall be construed as a waiver of any other provision herein. 52.If any term or provision of this Consent Order, or the application thereof, to any person or eirci instance, shall,to any extent,be invalid or unenforceable,the reimmaindw of this Consent Order, and the application thereof, shall not be affected, and each remaining term and provision shall be valid and enforceable to the fullest extent permitted by law. 53.The applicable fee(s)shall accompany apy submission(s)required by this Consent Order. 54.'Phis Convent Order shall remain in effect until all the deadlines establisbod in paragraphs 35 through 37 and any Amendments thereto arc completed. The dcadflnes may be modified in accordance with paragraphs 50 of this Consent Order„ SO ORDERED; FOR RESPONIDZNT oco,lnc M) 1 BY: DATE: MartaI /�ebiimoneEs .6!'G � En 1/ S� q Federal Empioyor Idoatifleation Number:23-1743283 MASSACHUSETTS l�PARTMENT OF ENVIRONMENTAL PROTECTION BY. DATE: r7a Gary S'M . Rcgionar c ... HAN' DEX C W --� ' Practical Environmental Solutions ("� 'rnn' • - - -. �' u. "sat �'.'. •,r t..'r f f:ir>_r r`r'tJErtr0 2003 45^•':rI ". rrf;V'):.l, : )�:: Ytl September 8,2003 TOWN OF BARN 9 .,1;{A.-S �.r i1s ,. 9,7 r.�ti 3 Ys,.t. HEALTH Dc' Director of the Board of Health 367 Main Street Hyannis,Massachusetts 02601 RE: Notice of Document Availability Phase III Evaluation of Remedial Action Alternatives Addendum Report Former Sunoco 1617 Falmouth Read(State I2aute 28) Barnstable(Centerville),Massachusetts RTNs 4-13380,4-14632 and 4-17000 Tier IC Permit#123456 SUN DUNS#0006-0467 Dear Board of Health Officer: In accordance with the Massachusetts Contingency Plan .310 CMR 40,140(3)(6),this letter is provided on behalf of.Sunoco,-Inc. (R&M) as a Notice of Document Availability of a Phase.Hl Evaluation of Remedial Action Alternatives Addendum Report(Phase III Addendum)relative to the referenced site. A photocopy of the Phase III Addendum Report has been submitted to the Southeast Regional Office of the Massachusetts Department of Environmental Protection(MADEP)at 20 Riverside Drive,La,&ville,Massachusetts 02347,and is available for review upon inquiry. Sincerely, HANDEX OF NEW ENGLAND,INC. Kimberly E. Gravelle Senior Hydrogeologist cc: Mr. William J.Brochu-Sunoco,Inc. (R&M), Westborough,MA Ms.Yvonne Monti—Sunoco,Inc. (R&M), Conshohocken,PA Mr.Bruce Garrett, Volta Oil Company, Inc.,Plymouth,MA Southeast Regional Office of the Department of Environmental Protection,Lakeville,MA 398 Cedar Hill St., Marlboro, MA 01752 • (508)481=5750 • FAX: (508)481-5159 .ti o�tHE r�,o The Town of Barnstable ti y ~' Office of Town Manager M • 1! f 9B"R''„ 367 Main Street, Hyannis MA 02601 i639• ATEp�,�p Office: 508-862-4610 John C.Klimm,Town Manager Fax: 508-790-6226 Joellen J.Daley,Assistant Town Manager MEMORANDUM TO: Mark Ells,DPW Director om Mc e Heath Director FR: Joe len ey, Assistant Town Manager DT: September 12, 2003 RE: Notice of Document Availability Phase II—Comprehensive Site Assessment Addendum Report Former Sunoco 1617 Falmouth Road (State Route 28) Barnstable (Centerville),Massachusetts RTN's 4-13380 and 4-17000 Tier IC Permit# 123456 SUN DUNS #0006-0467 For your information, on the referenced site a report is available for review upon inquiry. Thank You, JJD: smo Attachment August 29, 2003 '03 � � _ P 5 Town Manager 367 Main Street Hyannis,Massachusetts 02601 RE: Notice of Document Availability Phase H-Comprehensive Site Assessment Addendum Report Former Sunoco 1617 Falmouth Road (State Route 28) Barnstable(Centerville),Massachusetts RTNs 4-13380,4-14632 and 4-17000 Tier IC Permit# 123456 SUN DUNS#0006-0467 Dear Town Manager: In accordance with the Massachusetts Contingency Plan(MCP) 310 CMR 40.140(3)(e),this letter is provided oi►behalf of Sunoco, Inc. (R&M)as a Notice of Document Availability of a Phase II Comprehensive Site Investigation Addendum Report relative to the referenced site. A photocopy of the Phase II Addendum Report has been submitted to the Southeast Regional Office of the Massachusetts Department of Environmental Protection(MADEP)at 20 Riverside Drive,Lakeville,Massachusetts 02347, and is available for review upon inquiry. Sincerely, HANDEX OF NEW EENGLAND,INC. Kimberly E. Grave'lle Senior Hydrogeologist cc: Mr. William J.Brochu-Sunoco, Inc. (R&M), Westborough,MA Ms. Yvonne Monti—Sunoco,Inc. (R&M), Conshohocken,PA Southeast Regional Office of the Department.of Environmental Protection,Lakeville, MA HANDEX® y��oF tKE r, �� The Town of BarnstableEEOffice of Town Manager�MASS. 367 Main Street, Hyannis MA 02601 s639, ♦0 A Office: 508-862-4610 John C.Klimm,Town Manager Fax: 508-790-6226 Joellen J. Daley,Assistant Town Manager MEMORANDUM TO: kark Ells, DPW Director Tom McKean,Heath Director FR: Jo ley, Assistant Town Manager DT: Sep b r 12, 2003 RE: Notice of Document Availability Phase III Evaluation of Remedial Action Alternatives Addendum Report Former Sunoco 1617 Falmouth Road (State Route 28) Barnstable(Centerville),Massachusetts RTN s 4-13380 and 4-17000 Tier IC Permit# 123456 SUN DUNS #0006-0467 For your information, on the referenced site a report is available for review upon inquiry. Thank You, JJD: smo Attachment I n 'y HANDEXO Practical Environmental Solutions September 8,2003 ,. Town Manager, E?L E 367 Main Street Hyannis,Massachusetts 02601 RE: Notice of Document Availability '03 SEP 10 P12 -24 Phase III Evaluation of Remedial Action Alternatives Addendum Report Former Sunoco 1617 Falmouth Road(State Route 28) Barnstable(Centerville),Massachusetts RTNs 4-13380,4-14632.and 4-717000 Tier IC Permit#123456 SUN DUNS#0006-0467 Dear Town Manager: In accordance with the Massachusetts Contingency Plan(MCP)310 CMR 40.140(3)(e);this letter is provided on behalf of Sunoco,Inc. (R&M)as a Notice of Document Availability of a Phase III Evaluation of Remedial Action Alternatives Addendum Report(Phase III Addendum)relative to the referenced site. A photocopy of the Phase III Addendum Report has been submitted to the Southeast Regional Office of the Massachusetts Department of Environmental Protection(MADEP)at 20 Riverside Drive,Lakeville,Massachusetts 02347,and is available for review upon inquiry. Sincerely, HANDEX OF NEW ENGLAND,INC. Kimberly E. Gravelle Senior Hydrogeologist cc: Mr.William 7:Brochu-Sunoco,Inc. (R&M),Westborough,.MA Ms.Yvonne Monti—Sunoco.,Inc. (R&M),:Conshohocken,PA Mr.Bruce Garrett,Volta Oil Company,Inc.,Plymouth,MA Southeast Regional Office of the Department of Environmental Protection,Lakeville,MA 398 Cedar Hill St., Marlboro, MA 01752 • (508)481-5750 • FAX: (508)481-5159 c August 29, 2003 Director of the Board of Health 367 Main Street Hyannis,Massachusetts 02601 RE: Notice of Document Availability Phase H-Comprehensive Site Assessment Addendum Report Former Sunoco 1617 Falmouth Road (State Route 28) Barnstable(Centerville),Massachusetts RTNs 4-13380,4-14632 and 4-17000 5 20�3 Tier IC Permit# 123456 SrLP o SUN DUNS#0006-0467 -(ABLE Tu�=HrAI.TH�E�T. Dear Board of Health Officer: In accordance with the Massachusetts Contingency Plan(MCP)310 CMR 40.140 (3)(e), this letter is provided on behalf of Sunoco, Inc. (R&M)as a Notice of Document Availability of a Phase II Comprehensive Site Investigation Addendum Report relative to the referenced site. A photocopy of the Phase 11 Addendum Report has been submitted to the Southeast Regional Office of the Massachusetts Department of Environmental Protection(MADEP)at 20 Riverside Drive,Lakeville,Massachusetts 02347,and is available for review upon inquiry. Sincerely, HANDEX OF NEW ENGLAND, INC. Kimberly E. Gravelle Senior Hydrogeologist. cc: Mr. William J. Brochu-Sunoco,Inc. (R&M), Westborough,MA Ms.Yvonne Monti—Sunoco,Inc. (R&M), Conshohocken,PA Southeast Regional Office of the Department of Environmental Protection, Lakeville, MA �f HANDEX® The Town of Barnstable * BA STAB Office of Town Manager y MASS. t639. Ale 367 Main Street, Hyannis MA 02601 FD MA'S Office: 508-862-4610 John C.Klimm,Town Manager Fax: 508-790-6226 Joellen J.Daley,Assistant Town Manager MEMORANDUM TO: Tom McKean, Director Health Dept. Rob Gatewood, Conservation Bob Smith, Town Attorney RECEIVED FR: John C. Klimm, Town Manager SEP 0 5 2003 DT: 09/02/03 TUvvHEALTH DEPT. RE: Release Abatement Measure Plan Availability Shell Service Station 381 Camp Street Hyannis, MA RTN-4-1179 Please be informed of a notice from the ENVIROTRAC on the above said matter. Thank you. JCK: smo Attachment I Aug . 29 , 2003 11 : 50AM ENVIROTRAC No , 3025 P . 1/2 nnviroirac Environmental Services 1400 Providence Hwy, Suite 2100 Norwood, MA 02062 TOOiN. O} i -. INS A ALE ph.#781-7$9 *03 AUG 29 P 1 :G 8 Fax -ro• 6 From:61t,—f7e-32z� Pa)c �Ud '. ��p� Pages: Oncfud4cover) Phone: Data: Rye: Rom"/ / 4 ����t� �� M. ❑ U�ent For Review ❑ PI/®as4LyG omment Please Reply ❑'Please Recycle Aug • 29 , 2003 11 : 50AM ENVIROTRAC No - 3025 P . 2/2 nviro rac Environmental Services August 29, 2003 Town of Barnstable--Town Manager John Klimm 367 Main Street Hyannis, Massachusetts 02601 Re. Release Abatement Measure Plan Availability Shell Service Station 381 Camp Street Hyyannis, Massachusetts RTN 4-1179 Dear Mr Klimm: In accordance with 310 CMR 40.1403(3)(d), notification Is hereby made that a Release Abatement Measure (RAM) Plan has been completed for the above-referenced location. Work to be completed under this RAM will be conducted in September 2003 and includes the removal of hydraulic lifts, leaching cesspool for the bay drains, current gasoline and fuel oil underground storage tanks, associated ancillary piping and product dispensers and the management of potentially-impacted soil and groundwater. A copy of the ,report can be obtained at the Massachusetts Department of Environmental Protection Southeast Regional Office in Lakeville. If you have any questions please call the undersigned at(781)769-5005, Sincerely, EnviroTrac Ltd. Sean P. Kennedy, P. Project Manager CC' MADEP NERO D.Weeks, Shell Oil Products U.S. T. McKeen, Town of Barnstable 1400 Providence Highway, Suite 2100, Norwood, MA 02062 (781) 769-5005 Fax: (781) 769-9345 �i THE l • sARNSTABLE, Ass.1639. The Town of Barnstable �� Office of Town Manager 367 Main Street, Hyannis MA 02601 Office: 508-862-4610 John C.Klimm,Town Manager Fax: 508-790-6226 Joellen J.Daley,Assistant Town Manager MEMORANDUM TO: Tom McKean, Health Dept. Mark Ells, DPW Director FR: Joel en ey, Assistant Town Manager DT: 6/10/03 RE: Tier IC Permit Extension Former Sunoco Service Station 1617 Falmouth Road, Route 28 Centerville,MA 02632 Tier IC Permit#123456 RTN's 4-14632, 4-17000 SUN DUNS #0006-0467 For your information I am sending you a letter from HANDEX Practical Environmental Solutions on behalf of Sunoco. Thank you. JJD: smo Attachment - 1 HANDEXO j:Practical,Environmental Solutions :7 June 2,2003 - I t ? E Mr. John Klimm 03 J� _g Town Manager •) 367 Main Street Hyannis,Massachusetts 02601 Re: Tier IC Permit Extension Former Sunoco Service Station 1617 Falmouth Road(State Route 28) Centerville,Massachusetts 02632 Tier IC Permit#123456 RTNs 4-14632,4-13380,4-17000 SUN DUNS#0006-0467 Dear Mr.Klimm: In accordance with the Massachusetts Contingency Plan(MCP)310 CMR 40.1403(6)(b),this letter is provided on behalf of Sunoco,Inc.,as notice that an application for a Tier I Pemut Extension is being submitted to the Southeastern Regional Office of the Massachusetts Department of Environmental Protection(DEP),at 20 Riverside Drive,Lakeville, Massachusetts 02347. Enclosed is a copy of the legal notice that will be published in the Cape Cod Times on June 4, 2003. If you have any questions or require additional information,please contact our office. Sincerely, Handex of New England,Inc. Kimberly E.Gravelle Senior Hydrogeologist cc: Mr.William J.Brochu—Sunoco,Inc.(R&M),Westborough,MA Ms.Yvonne Monti—Sunoco,Inc.(R&M),Conshohocken,PA Mr.Peter Garrett-Volta Oil Company,Inc.,Plymouth,MA Southeast Regional Office of the Department of Environmental Protection,Lakeville,MA 398 Cedar Hill St., Marlboro, MA 01752 • (508)481-5750 • FAX: (508)481-5159 i A The Town of Barnstable BARNSTABLE, * Office of Town Manager 9 MASS. g �p 1639. Aim 367 Main Street, Hyannis MA 02601 Office: 508-862-4610 John C.Klimm,Town Manager Fax: 508-790-6226 Joellen J.Daley,Assistant Town Manager MEMORANDUM TO: Tom Geiler, Director FR: John C. Klimm, Town Manag DT: 6/18/02 RE: Notice of Document Availability: Immediate Response Action Plan and Completion Report Sunoco Service Station 1617 Falmouth Rd. State Route 28 Barnstable, Centerville, MA 02632 Tier IC Permit#123456 RTN 4-17000 SUN DUNS #0006-0467 Tom, I am sending you a letter from HANDEX Practical Environmental Solutions dated June 101h on the above said subject. Thank you. ® r' E V E �! 19 2002 i JJD: smo �U� �-� Enclosure TOWN OF BARNSTABLE CA/W&M/LICENSE/PARK/0 R C-V i 0 L r a . . i ANDEX Practical Environmental Solutions OWN �tr (�� � tA9,LE N V.a i .gyp,.r 11,F June 10,2002 '02 JUU 13 P 2 :2 Town Manager 367 Main Street Hyannis,Massachusetts 02601 RE: Notice of Document Availability: Immediate Response Action Plan and Completion Report Sunoco Service Station 1617 Falmouth Road.(State Route 28) !_c Barnstable(Centerville),Massachusetts 02632 Tier IC Permit#123456 RTN 4-17000 SUN DUNS#0006-0467 . To Whom It May Concern: In accordance with the Massachusetts Contingency Plan(MCP)310 CMR 40.1403 (3b)and(3c),this letter is provided on behalf of Sunoco,Inc. as a Notice of Document Availability of an Immediate Response Action(IRA)Plan and Completion Report relative to the referenced site. A photocopy of the IRA Plan and Completion Report has been submitted to the Southeast Regional Office of the Department of Environmental Protection(DEP)at 20 Riverside Drive,Lakeville,Massachusetts 02347. You should inquire with the DEP at this address,or contact the undersigned if you wish to review this document. Sincerely, Handex of New England,Inc. i Kimberly E.M.Y er _ Senior Hydrageol:,gist cc: Mr. William J.Brochu, Sunoco,Inc. (R&M)=Westborough,MA Ms.Yvonne Monti, Sunoco,Inc. (R&M)-Philadelphia,PA Southeast Regional Office of the Department of Environmental Protection,Lakeville,MA 17 398 Cedar Hill St., Marlboro, MA 01752 • (508)481-5750• FAX: (508)481-5159 .. .. ,.,r,. HANDEX - Practical Environmental Solutions June 10,2002 Director of the Board of Health 367 Main Street Hyannis,Massachusetts 02601 RE: Notice of Document Availability: Immediate Response Action Plan and Completion Report Sunoco Service Station RECEIVED 1617 Falmouth Road(State Route 28) Barnstable(Centerville),Massachusetts 02632 W Tier IC Permit#123456 JUN 1 5 2004: RTN 4-17000 SUN DUNS#0006-0467 TOWN OF BARNS TABLE HEALTH DE PT. To Whom It May Concern: In accordance with the Massachusetts Contingency Plan(MCP)310 CMR 40.1403 (3b)and(3c),this letter is provided on behalf of Sunoco,Inc. as a Notice of Document Availability of an Immediate Response Action(IRA)Plan and Completion Report relative to the referenced site. A photocopy of the IRA Plan and Completion Report has been submitted to the Southeast Regional Office of the Department of Environmental Protection(DEP)at 20 Riverside Drive,Lakeville,Massachusetts 02347. You should inquire with the DEP at this address,or contact the undersigned if you wish to review this document. Sincerely, Handex of New England,Inc. Kimberly E.Mo Senior Hydrogeologist ` cc: Mr. William J.Brochu, Sunoco,Inc. (R&M)-Westborough,MA Ms.Yvonne Monti, Sunoco,Inc. (R&M)-Philadelphia,PA Southeast Regional Office of the Department of Environmental Protection,Lakeville,MA r 398 Cedar Hill St., Marlboro, MA 01752 • (508)481-5750 • FAX: (508)481-5159 COMMONWEALTH OF MASSACHUSETTS - v EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS r d DEPARTMENT OF ENVIRONMENTAL PROTECTION 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 o o� JANE SWIFT BOB DURAND Governor Secretary LAUREN A.LISS Commissioner C (OP4 _ _ URGENT LEGAL MATTER:PROMPT ACTION NECESSARY CERTIFIED MAIL: RETURN RECEIPT REQUESTED May.22,2002 s Sunoco Inc.R&M RE: BARNSTABLE-BWSC 4 Bellows Road 1161.7 Falmouth Road(Rte 28); P.O.Box 1262 RTN# 4-17000 Westborough,MA 01581 NOTICE OF RESPONSIBILITY M.G.L. c. 21E,310 CMR 40.0000 ATTENTION: William Brochu, Hydrogeologist/Engineer On April 9, 2002 at 3:45 PM the Department of Environmental Protection (the "Department") received oral notification of a release and/or threat of release of oil and/or hazardous material at the above referenced property which requires one or more response actions. An unknown'volume of gasoline was released from an 8,000-gallon underground storage tank. A tank tightness test verified that the tank's wall ° was breached. The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c.21E, and the Massachusetts Contingency Plan (the "MCP"),,310 CMR 40.0000, require the performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at this property. For purposes of this.Notice of Responsibility, the_terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. The Department,has reason to believe that the release and/or threat of release which has been reported is or may be a disposal site.as defined.by the M.C.P. The Department also has reason to believe that you (as used in this letter, "you" refers to Sunoco Inc. R&M) are a Potentially Responsible Party (a with liability under M.G.L. c.21E §5, f r response action costs. This liability is "strict", meaning that it is not based on fault, but solely on your status as owner, operator, generator,transporter, disposer or other person specified in M.G.L. c.21E §5. This liability is also "joint and several", meaning that.you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.magnet.state.ma.us/dep 0 Printed on Recycled Paper r 2 The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials.By taking prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions. You may also avoid the imposition of,the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4.00. Please refer to M.G.L. c.21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c.21E is attached to this notice. You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have,against third parties. At the time of oral notification to the Department,the following response actions were approved as an Immediate Response Action(IRA): • Continued assessment. • Empty gasoline from underground storage tank(UST). • Excavate soil from above UST. Expose tank. Cut access hole into tank and repair leak._ • Excavation and disposal of up to 30 cubic yards of contaminated soil • Continued operation of a previously approved Soil Vapor Extraction and Product Recovery system. • All Remediation Waste must be properly stored/handled and disposed of within 120 days from the date of generation per 310 CMR 40.0030. ACTIONS REQUIRED Additional submittals are necessary with regard to this notification including,but not limited to,the filing of a written IRA Plan, IRA Completion Statement and/or an RAO statement. The MCP requires that a fee of$750.00 be submitted to the Department when an RAO statement is filed greater than 120 days from the date of initial notification. Specific approval is required from the Department for the implementation of all IRAs,and.Release Abatement Measures (RAMs) pursuant to 310 CMR 40.0420 and 310 CMR 40.0443, respectively. Assessment activities, the construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement. In addition to oral notification, 310 CMR 40.0333 requires that a completed Release Notification Form (BWSC-103, attached_ ) be submitted to the Department within sixty (60) calendar days of April 9, 2002. The Department also requires that you provide inventory records and details on the tank testing method and results. You must employ or engage a Licensed Site Professional(LSP)to manage, supervise or actually perform the necessary response actions at this site. The Department has Jeff Curtis with Handex of New England, listed as the LSP of record for the site. Unless otherwise provided by the Department, potentially responsible parties ("PRP's") have one year from the initial date of notification to the Department of a release or threat of a release,pursuant to 310 CMR 40.0300, or from the date the Department issues a Notice of Responsibility, whichever occurs earlier, to file with the Department one of the following submittals: (1) a completed Tier Classification Submittal; (2) a Response Action Outcome Statement or, if applicable, (3) a Downgradient Property Status. The deadline for either of the first two submittals for this disposal site is April 9,2003. If required by the MCP, a completed Tier I Permit Application must also accompany a Tier Classification Submittal. This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c.21E and the MCP. If you have any questions relative to.this Notice, please contact Michael Moran at the letterhead address or at (508). 946-2855. All future communications regarding this release must reference the following Release Tracking Number: 4-17000. Very truly yours, Richard F.Packard,Chief Emergency Response Release Notification Section P/MJM/dml CERTIFIED MAIL#7001 0320 4832 6566 RETURN RECEIPT REQUESTED Attachments: Release Notification Form;BWSC-103 and Instructions Summary of Liability under M.G.L. c.21E Cc: Town of Barnstable Board of Selectmen Town Hall 367 Main Street Hyannis,MA 02601 Town of Barnstable Board of Health Town Hall 367 Main Street Hyannis,MA 02601 Town of Barnstable Fire Department 3249 Main Street Barnstable,MA 02630 Handex of New England 398 Cedar Hill St. Marlborough,MA 01752 ATTN: Jeffrey Curtis f mmHANDEX® Practical Environmental Solutions r 17 O1 September , 20 p Director of the Board of Health 367 Main Street Hyannis,Massachusetts 02601 RE: Notice of Document Availability-Phase III—Remedial Action Plan Sunoco Service Station 1617 Falmouth Road(State Route 28) Barnstable(Centerville),Massachusetts 02632 RTNs 4-14632,4-13380 "Pier IC Permit#123456 SUN DUNS#0006-0467 To Whom It May Concern: In accordance with the Massachusetts Contingency Plan(MCP) 310 CMR 40.1403 (3c),this letter is provided on behalf of Sunoco,Inc. as a Notice of Document Availability of a Phase III Remedial Action Plan(Phase III)relative to the referenced site. A photocopy of the Phase III Report has been submitted to the Southeast Regional Office of the Department of Environmental Protection(DEP)at 20 Riverside Drive, Lakeville,Massachusetts 02347. You should inquire with the DEP at this address, or contact the. undersigned if you wish to review this document. Sincerely, Handex of New England,Inc. Kimberly E. Moyer Hydrogeologist cc: Mr.William R. Morse-Sunoco,Inc.,Westborough,MA Ms. Kathy McCaney-Sunoco,Inc.,Philadelphia,PA Southeast Regional Office of the Department of Environmental Protection,Lakeville,MA r � 1 r 398 Cedar Hill St., Marlboro, MA 01752 • (508)481-5750 • FAX: (508)481-5159 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PEW' Ul 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508 4 C-970<) Py 0,1 SJBv ARGEO PAUL CELLUCCI BOB DURAND Governor Secretary JANE SWIFT LAUREN A.LISS Lieutenant Governor Commissioner April 7, 2000 William Morse RE: BARNSTABLE Environmental Engineer Sunoco Oil Company Sunoco Incorporated 1617 Falmouth Road C,21,,4,t,; 4 Bellows Road RTN 4-13380 P.O. Box 1262 CONDITIONAL APPROVAL TO Westborough, Massachusetts 01581 CONDUCT IMMEDIATE RESPONSE ACTION CONDITIONAL APPROVAL TO CONDUCT IMMEDIATE RESPONSE ACTION M.G.L.c.21E AND 310 CMR 40.0000 Dear Mr. Morse: On April 7, 1999, the Department of Environmental Protection(the Department) issued a Notice of Responsibility(NOR)to Sunoco Oil requiring the submittal of a written Immediate Response Action(IRA) Plan within thirty (30) days from receipt of the Notice addressing remedial actions being taken at this location. On April 28, 1999, the Department received an IRA Plan prepared by Handex of New England, dated April 22, 1999,which described the proposed actions to be taken to assess groundwater contamination and perform NAPL recovery. The items included manual bailing of Non-Aqueous Phase Liquid (NAPL), additional assessment, a soil-vapor extraction pilot test, and installation.of a, Soil Vapor Extraction/Air sparing System on wells MW-3,MW-5,MW-6,and MW-8. An IRA Plan modification dated February 28, 2000, was received by the Department on March 3, 2000. This submittal proposes installing a NAPL recovery pump in MW-3 or MW-6. As Brian Smith of this office discussed with William Brochu of Handex.on March 20,2000,the IRA should address the NAPL in both wells. Based on previous work conducted at the site, it appears as if the recovery of NAPL from one well will not reduce the amount of NAPL in the other well. If the NAPL recovery does not reduce the thickness of NAPL in the other well, you should submit an IRA modification to address the NAPL in the other well. This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c.21E and the MCP. This information is available in alternate format by.calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http:/Avww.magnet.state.ma.us/dep Z"hl Printed on Recycled Paper Barnstable RTN 4-13380 Page 2 of 2 Conditional Approval To Conduct A Response Action f ' All inquiries regarding this matter should be directed to Mr. Brian Smith at the letterhead address or at (508) 946-2717. All future communication regarding this matter must reference Release Tracking Number: 4-13380.. Sincerely, and M.R. Martin, 'ef ite Management&Permits Section M/BTS/cb CERTIFIED MAIL NO. Z 240 866 593 RETURN RECEIPT REQUESTED cc: Board of Health Town Offices P.O. Box 534 Hyannis, MA 02601 Town Manager Town Offices 367 Main Street Hyanis, MA 02601 Handex 398 Cedar Hill Street Marlboro,MA 01752 ATTN: George E. Campell; LSP DEP-SERO ATTN: Data Entry Y COMMONWEALTH OF MASSACHUSETTS VD W EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS m d DEPARTMENT OF ENVIRONMENTAL PROTECTION e SOUTHEAST REGIONAL OFFICE ARGEOPAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B.STRUHS Commissioner C(OP August 5, 1998 Mr. William R. Morse RE : BARNSTABLE--WSC/SMP 4-13380 Sun Company, Inc . Sunoco Service Station 4 Bellows Road 1617 Falmouth Road (Rt . 28) P.O. Box 1262 TIER IC PERMIT Westborough, Massachusetts 01581 Permit Number 123456 M.G.L. c . 21E and 310 CMR 40 . 0000 DECISION TO GRANT PERMIT Dear Mr. Morse : The Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department) , has concluded its administrative and technical review of the Tier IC Permit Application for the above-referenced property submitted on your behalf by Handex of New England. Attached, please find two copies of this permit for , your reference and acceptance . You must notify the Department of your decision to accept or not accept the permit . To accept the permit, both copies of the Acceptance Statement and the Certification of Submittal must be signed and one copy of the complete permit must be returned to the Department within thirty (30,)_ days of receipt of this permit . 20 Riverside Drive•Lakeville,Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.magnet.state.ma.us/dep �R�Printed on Recycled Paper -2- If the permit is not received within the 30 day deadline, the Department may consider this permit void. Consequently, you may be required to submit a new permit application and the appropriate fee in order to obtain a permit to conduct response actions . Pursuant to 310 CMR 40 . 0770, any person who is aggrieved by a decision of the Department with respect to any Tier I Permit application may request an adjudicatory hearing before the Department . Please refer to 310 CMR 40 . 0770 and 310 CMR 40 . 0050, for conditions upon which an adjudicatory hearing my be requested. Please note that the Department may perform an audit of this site in the near future, to ensure compliance with the terms and conditions of the permit and requirements of the MCP. Should this site become a candidate for an audit, you will be notified promptly. If you have any questions, please contact Mark Jablonski at 508-946-2819 . Sincerely, Cf' Gerard M. Mar in, Section Chief Site Management & Permit Section M/MJ/cb CERTIFIED MAIL NO. Z 598 884 957 RETURN RECEIPT REQUESTED CC : Board of Health Town Offices P.O. Box 534 Hyannis, MA 02601 Town Manager Town Offices 367 Main Street Hyannis, MA 02601 F -3- cc : Handex of New England, Inc . 398 Cedar Hill St . Marlborough, MA 01752 ATTN: George Campbell DEP-SERO-BWSC ATTN: Jonathan Hobill, Regional Engineer DEP-SERO ATTN: Data Entry Groundwater & Environmental Services, Inc. - - - - -- — -- ---_—i Palmer Industrial Park 7 Third Street P.O.Box 1379 Bondsville,MA 01009 (413)283-2424 FAX(413)283-8262 11 February 1993 Mr. Robert Emerson f Sun Company, Inc. 40 Lee Burbank Highway Revere, Massachusetts. 02151 Re: Closure of Oil/Water Separator and Drywell Sun Company, Inc. DUNS No. 0006-0467 Route 28 Centerville,Massachusetts Dear Mr.Emerson: Pursuant to your request, Groundwater&Environmental Services,Inc. (GES) has provided environmental services associated with the closure of an oil/water separator and drywell at the above-referenced site. The work included removing the separator and drywell contents,cleaning and decommissioning the drywell and separator, screening excavated soils,collecting samples for laboratory analysis, observing the removal of wastes.from the site, and sealing the slop sink drain with concrete. This report documents observations and work performed. BACKGROUND - The site is a Sunoco service station with three active service bays and one pump island. Figure 1 provides a plan of the site. On 23 September 1992,GES personnel inspected the service bay floor drains and the slop sink. The drains had been previously sealed with concrete, but the sink was still in operation. It was determined that the drains and sink were connected to an oil/water separator and drywell. The separator was found to be a precast, concrete structure containing an estimated 325 gallons of liquid and 325 gallons of solids and semi-solids. The drywell was found to be of barrel block construction containing an estimated 350 gallons of liquid and 75 gallons of solids and semi-solids. Samples of the - liquids and semi-solids of each structure were collected and submitted to a laboratory for analytical testing. Soil was screened for volatile organic vapors using a ThermoEnvironmental Instruments Model 580B photoionization detector(PID)-with a 10.0 eV lamp, calibrated to a benzene reference standard R. Rowsell Tank&Pump, Inc. of Chelmsford,Massachusetts assisted in the closure of the drywell and separator. Franklin Environmental Services of Wrentham,Massachusetts provided pumping services and transported all wastes. Both subcontractors worked under the direct supervision of GES personnel. Tilcon Paving of Hyannis, Massachusetts.was contracted to repave all excavated areas. Pennsylvania New Jersey New York • Massachusetts Ohio _ 1 i Page 2: Mr. Robert Emerson 11 February 1993 Route 28, Centerville, Massachusetts OBSERVATIONS On 18 November,GES personnel returned to the site to excavate the oil/water separator and drywell and to seal the_slop sink drain. Before the excavation was started,the slop sink drain was sealed with concrete,preventing any additional drainage to the oil/water separator. The separator cover was removed and approximately 350 gallons of liquid and 250 gallons of semi-solids and solids were removed from the structure by Franklin Environmental Services. The remaining semi-solids and solids were removed by hand and placed into a 55-gallon drum for later disposal. Soil surrounding the separator was visually inspected and screened. PID headspace readings of all samples were less than 1 part per million (ppm). Piping associated with the separator was dismantled: The separator was cleaned with oil-sorbent pads and filled with native soil_and.washed sand. Due to the proximity of the drywell to a.fiberglass-reinforced plastic waste oil tank,the drywell was not-excavated: A-test hole abutting the drywell was excavated and PID screening results of soils adjacent to the drywell were less than 1 ppm. There were no visual or olfactory indications of petroleum hydrocarbon impact to the soil. A soil sample was collected from the bottom of the test hole excavation for laboratory analysis. Franklin Environmental Services removed approximately 350 gallons of liquid from the drywell, but the remaining semi-solids and solids were too dense to be removed by the vacuum truck. On 02 December,GES and Franklin Environmental Services personnel returned to the site. A Super Vactor truck was used to removed the remaining semi-solids and solids from the drywell. The solids and semi-solids were placed into one 55-gallon drum and held for later disposal. A drywell bottom sample was obtained using a long stemmed auger. PID readings of this sample were less than 3 ppm. The drywell was then completely filled with washed sand. Both backfilled areas,plus the area over the drywell cover, were repaved on 03 December by Tilcon Paving. SAMPLING AND ANALYSES Samples of liquids and solids from the oil/water separator and drywell collected on 23.$eptember were submitted to GTEL Laboratories in Milford,New Hampshire. Analyses were performed as follows: liquids were analyzed for flashpoint,TCLP volatile organic compounds (VOC)via EPA Method 8240, and TCLP metals; solids'were analyzed for flashpoint, total petroleum hydrocarbons (TPH)via EPA Method 418.1, TCLP VOC, and TCLP metals. A soil sample from the bottom of the test hole was collected on 18 November and analyzed for VOC via EPA Method 8260 and TPH via EPA Method 418.1. TPH were detected at a concentration of 160 milligrams per kilogram(mg/Kg). All VOC were below detection limits. A soil sample from the bottom of the drywell was collected on 02 December and analyzed for VOC via EPA Method 8260 and TPH via EPA Method 418.1. TPH were detected at a concentration of 280 mg/Kg. All VOC were below detection limits. Table 1 presents a summary of these analytical results. The complete laboratory analytical reports are included as Attachment 1. I r � t L:18 J®® Page 3: Mr. Robert Emerson 11 February 1993 Route 28, Centerville, Massachusetts WASTE DISPOSAL On 18 November, 933 gallons of liquid waste were disposed of at United Oil Recovery in Meriden, Connecticut. On 05 February, two 55-gallon drums were transported to General Chemical of Farmington, Massachusetts for disposal. All wastes were transported by Franklin Environmental. Copies of the bills of ladings/manifests are included in Attachment 2. SUMMARY The oil/water separator and drywell were decommissioned at the subject location on 18 November, and 02 December,respectively,in accordance with Appendix G (Closure Plans for 5X28 Facilities) of the EPA Administrative Consent Order(Docket No.UIC NAO 91-08). Laboratory analyses of the soil sample from the bottom of the drywell indicated the presence of 280 mg/Kg total petroleum hydrocarbons. No volatile organic compounds were detected in the bottom sample. Please contact either of the undersigned at 413/283-2424 if you have any questions about the information provided. Very'truly yours, GROUNDWATER&ENVIRONMENTAL SERVICES, INC. Rebecca L. Buswell - Geologist - Step en-M. Pause, P.E. Principal Engineer General Manager - RLB/SMP/mpm Attachments - cc: J. Oppenheim, Sun Co. i K, ROUTE 28 1N jY } STATION ?I ;. LEGEND ® WASTE OIL TANK GASOLINE TANK O PUMP ISLAND I^) DRYWELL � ) OIUWATER SEPARATOR TANK PAD FIGURE 1 SUNOCO SERVICE STATION _.,.. .< CANOPY -�- DRAINAGE FLOW : SITE PLAN ROUTE 28 BAY DRAIN NOT TO SCALE 23 SEI'TEMBER 1992 CENTERVILLE, MASSACHUSETTS TABLE 1 SUMMARY OF OIL/WATER SEPARATOR & DRYWELL ANALYTICAL DATA Sunoco Service Station Route 28 Centerville,Massachusetts September/November/December 1992 :.. . TR::>:«:::::;>:>;>>::::L� trls:..............:<::: ulids>::::>>:::<::<:>:<>Lt.ut :::::: .ol,cis.:::::::........................,...................:: .....:..:::::::::::.:::::.:::::.::::::::::::::. :::::::::::::::::::::::::::::::::::::::::::.::.::::::::::::. ..::.:. . ::::::::.:::::::::::::::.:::::.::::::::::::::::::::::::::::::::::::::: TPH (mg/Kg) * 260,000 * 360,000 160 280 TCLP (mg/L) VOC All Compounds BDL BDL BDL BDL Metals Barium <1.0 1.4 <1.0 1.2 Cadmium. <0.050 0.15 <0.050 <0.050 Lead <0.50 3.6 <0.50 5.9 All Other Metals BDL BDL BDL BDL :VOC (ug/Kg) All Compounds * * * * BDL BDL. Flashpoint (°F) >200 >160 >200 - >160 TPH is total petroleum hydrocarbons. VOC is volatile organic compounds. * Sample not analyzed for this parameter. mg/Kg is milligrams per kilogram. ug/Kg is micrograms per kilogram. mg/L is milligrams per liter. All samples collected on 23 September except the test hole sample (18 Nov.) and the bottom sample (02 Dec.). BDL is below detection limits as identified in the laboratory analytical reports (Attachment 1). t: t ATTACHMENT 1 LABORATORY ANALYTICAL REPORTS Client Number: GES01SUN06 l • Project ID: Sun Centerville MA/ A �92 + 0005-0019 Login Number: M2-0970565 E N V I R O N M E N T A L LABORATORIES , INC. -! Northeast Region Meadowbrook Industrial Park Milford,NH 03055 (603)672-4835 (603)673-8105(FAX) October 8, 1992 Stephanie Watson Groundwater and Environmental Services 7 3rd Street Bondsville, MA 01009 Dear Ms. Watson: Enclosed please find the analytical results for the samples received by GTEL Environmental Laboratories, Inc. on 09/25/92 under chain-of-custody record S1980. A formal Quality Assurance / Quality Control (QA/QC) program is maintained by GTEL, which is designed to meet or exceed the EPA requirements.. Analytical work for this project met QA/QC criteria unless otherwise stated in the footnotes. If you have any questions regarding this analysis, or if we can be of further assistance, please call our Customer Service Representative. Sincerely, GTEL Environmental Laboratories, Inc. Susan C. Uhler CC: Bob Emerson Laboratory Director Sun Revere Terminal 40 Lee Burbank Highway Revere, MA 02151 GTEL Milford, NH K2090565.DOC:1 h Client Number: GES01SUN06 Project ID: Sun Centerville MA/ 0005-0019 Login Number: M2-09-0565 ANALYTICAL RESULTS Volatile Organics in TCLP I�eachatea EPA Method 8240 GTELSamp le Number 090565-01 09056.5-02 090565-03 090565-04 Client Identification DW-L DW-S OW-L OW-S Date Sampled 09/23/92 09/23/92 09/23/92 09/23/92 Dates Leached 09/28/92- 09/28/92m- 09/28/92- 09/28/92- 09/28/92 09/29/92 09/28/92 09/29/92 - Extraction Fluid -- 1 -- 1 Date Analyzed 09/30/92 09/30/92 09/30/92 09/30/92 Ouantitation Analyte Limit, mg/L Concentration, mg/L Benzene 0.005 < 0.050 < 0.050 < 0.050 < 0.050 Carbon Tetrachloride 0.005 < 0.050 < 0.050 < 0.050 < 0.050 Chlorobenzene 0.005 < 0.050 < 0.050 < 0.050 < 0.050 Chloroform 0.005 < 0.050 < 0.050 < 0.050 < 0.050 1,2-Dichloroethane 0.005 < 0.050 < 0.050 < 0.050 < 0.050 - 1,1-Dichloroethylene 0.005 < 0.050 < 0.050 < 0.050 < 0.050 Methyl ethyl ketone 0.010 < 0.10 < 0.10 < 0.10 < 0.10 Tetrachloroethylene 0.005 < 0.050 < 0.050 < 0.050 < 0.050 Trichloroethylene 0.005 < 0.050 < 0.050 < 0.050 < 0.050 Vinyl Chloride 0.010 < 0.10 < 0.10 < 0.10 < 0.10 Ouantitation Limit Multi lierc 10 10 _ 10 10 a Federal Register, June 20, 1990,40 CFR, Part 261, Appendix 11 - Method 1311. These data are cor- rected for analytical bias as required by Method 1311 by applying a correction determined by matrix spike recovery. b Test Methods for Evaluating Solid Waste, SW-846,Third Edition, Revision 0, US EPA, November 1986. All samples analyzed by purge and trap. c The quantitation limit multiplier indicates the adjustments made to the data and quantitation limits for sample dilutions. GT E L GTEL Milford, NH ENVIRONMENTAL K2090565.DOC:2 LABORATORIES. INC Client Number: GES01SUN06 - Project ID: Sun Centerville.MA/ 0005-0019 Login Number: M2-09-0565 ANALYTICAL RESULTS Metals in TCLP Leachatea GTEL Sample Number 090565-01 090565-02 090565-03 090565-04 Client Identification DW-L DW-S OW-L OW-S Date Sampled 09/23/92 09/23/92 09/23/92 09/23/92 Dates Leached 09/28/92- 09/28/92- 09/28/92- 09/28/92- -- 09/29/92 -- 09/29/92 Extraction Fluid -- 1 -- 1 Date Analyzed (Method 7470) 09/30/92 09/30/92 09/30/92 09/30/92 Date Analyzed (Method 6010) 10/05./92 10/05/92 10/05/92 10/05/92 Quantitation Limit, mg/L b : . Analyte Method Concentration, mg/L Arsenic 6010 0.50 < 0.50 < 0.50 < 0.50 < 0.50 Barium 6010 1.0 < 1.0 1.2 < 1.0 1.4 - Cadmium_.... 6010 0.050 < 0.050 < 0.050 < 0.050 0.15 Chromium 6010 0.050 < 0.050 < 0.050 < 0.050 < 0.056 Lead 6010 0.50 < 0.50 5.9 < 0.50 3.6 Mercury 7470 0.002 < 0.002 < 0.002 < 0.002 < 0.002 Selenium 6010 0.20 < 0.20 < 0.20 < 0.20- < 0.20 Silver 6010 0.050 < 0.050 < 0.050 < 0.050 < 0.050 - Quantitation Limit Multi lierc 1.00 1 1.00 1.00 1 1.00 a Federal Register,June 29, 1990,40 CFR,Part 261,Appendix II--Method 1311. These data are corrected for analytical bias as required by Method 1311 by applying a correction determined by matrix spike recovery. b Test Methods for Evaluating Solid Waste, SW-846,Third Edition, Revision 0, US EPA, November 1986; Digestion by Method 3050.(except mercury). c.. : - The quantitation limit multiplier indicates the adjustments made to the data and detection limits for sample dilutions. ]IGTEL GTEL Milford, NH ENVIRONMENTAL K2090565.DOC:3 LABORATORIES. INC Client Number: GESOISUN06 Project ID: Sun Centerville MA/ 0005-0019 Login Number: M2-09-0565 ANALYTICAL RESULTS Flash Point of Sludge Modified EPA Method 1010a Sample - Date Date Identification Sampled Analyzed Flash Point, OFb GTEL No. Client ID -- -- -- 090565-02 DW-1S - 09/23/92 09/30/92 > 160 090565-04 OW-S 09 23 92 09 30 92 > 160 a Test Methods for Evaluating Solid Waste,SW-846,Third Edition,Revision 0,US EPA November 1986. Modified to allow determinations on soil. Flash point of soils is not regulated by the US EPA or the US DOT. b > 160 indicates that the test termination point of 160 OF was reached without ignition. GTE L GTEL Milford, NH ENVIRONMENTAL K2090565.DOC:4 �' LAeoRATORIES. iNc Client Number: GES01SUN06 - Project ID: Sun Centerville MA/ -. 0005-0019 Login Number: M2-09-0565 ANALYTICAL RESULTS Ignitability of Liquid EPA Method 1010a Sample Date Date Identification Sampled Analyzed Flash Point,`Fb GTEL No. Client ID -- -- -- 090565-01 DW-L 09/23/92 09/30/92 > 200 090565-03 OW-L 09 23 92 09 30 92 > 200 a Test Methods for Evaluating .Solid Waste, SW-846, Third Edition, Revision 0, US EPA . November 1986. b > 200 indicates that the test termination point of 200 OF was reached without ignition. JGTEL GTEL Milford, NH IABORAOORIES. INC K2090565.DOC:5 Client Number: GES01SUN06 Project ID: Sun Centerville MA/ 0005-0019 Login Number: M2-09-0565. .. ANALYTICAL RESULTS Total Recoverable Petroleum Hydrocarbons in Sludge by Infrared Spectrometry Modified EPA Method 418.1a Sample Date Date Date Percent . Detection Concentration, Identification Sampled Extracted Analyzed Solids, %a Limit, mg/kg mg/kg GTEL No. Client ID. -- -- -- -- -- -- 090565-01 DW-S 09/23/92 09/30/92 10/01/92 22:2 35000 360000 090565-02 OW-S.- 09 23 92. 09/30 92 1 10 01. 92 29.6 1 27000 260000 a EPA 600/4-79-020, March 1983 revision. Extraction modified for soils (Soxhlet). Concentration cal- culated on a dry weight basis. GTELGTEL Milford, NH R K2090565.DOC:6 IAtlORAiORIE$. INC X C) � -CD CD CD y o o r N m ❑ I I I DEPTH TO O 6 v V _ ❑ ❑ ❑ ❑ I I I I I ( GROUNDWATER m O O O T) .. P ,- J O c p CD _- 0 CD CD CD m m o ° N �CD N co 3� n. #'CONTAINERS 0 Q C � _CD CL n ��a' m n=i W I WATER oW 0 n �c N�c� g. 0 .� rn a 0 ° o a I i solL NZ Cr 3 CD 0 to I I I AIR L 00 GD X v CCA i-0i -o o m cCon m � �3Q PRODUCT �\ z - 0 � D-0 Cn o XCn ?_ x 7J O III I I III I III II I I III I( III III HCI m z m m Z m � � ❑ HNO� m M D D fl O mcri HzSO: y D Cnw� w�m O m m _::. 00 71 O 0 I I I I i ICE (Dfl. 0 J I UNPRE- I CL , cri 71 Z O I ( I I I I I I I I SERVED i A O .. O Z OTHER D 37 -. r ,I- I I I I I ISDeatY1 N 1 CA Q � —V�� DATE y CD m Z " TIME. _ 1 N x � I .Io BTEX 602❑8020❑with MTBE❑ ° CD 0. I I BTEX/Gas Hydrocarbons PID/FID❑with MTBE❑ 0 n Hydrocarbons GC/FID Gas❑Diesel❑Screen❑ I n z Hydrocarbon Profile(SIMDIS)❑ I n Q 3 m I L.. I Oil and Grease 413.1 ❑413.2❑SM 503❑. . CD co r 4 Q I I I TPH/IR 418.1 SM 503 _: y �... ,. C D ter. a a I I I I EDB by 504❑DBCP-by,504 7 O mo CD CDm _.. I I EPA 503.1 ❑.E.PA 502.2 < ° ° �c ❑ - D C t. - < `< I EPA 601 ❑EPA 8010❑ C CD (D m Z77 cr Q c I I EPA 602❑EPA 8020 CIm (q y � � m 0 EPA 608❑8080❑PCB only❑ Q Cr EPA 624/PPL❑8240/TAL�NBS(+15)❑ D v 0 ? I EPA 62S/PPL❑82701TAL❑NBS(+25)O m N EPA 610❑8310❑ EP TOX Metals❑ Pesticides❑Herbicides❑ ;FCLP Metals VOA❑Semi-VOA❑Pest❑Herb❑ O Cn r I EPA Metals-Priority Pollutant❑TAIL Cl RCRA❑ b ° Cn I o c @ I I CAM Metals TTLC❑STLC❑ V ' m r I I Lead 239.2❑200.7❑7420❑7421 ❑6010 O o ° Co Organo Lead❑ co `; :.: ✓—V ' � •�- , / I I 7`' I� I � �( Corrosivity❑flash Point ❑ CD I i m I Client Number: GESO4SUN06 " Y Project ID: Sun/Centerville/ *„ 0005-0019 GTE L Login Number: M2-11-0500 ENVIRONMENTAL LABORATORIES , INC. -- Northeast Region a _ Meadowbrook Industrial Park - Milford,NH 03055 1922 (603)672-4835 _ (603)673-8105(FAX) jfi :? December 7, 1992 Stephanie Watson Groundwater and Environmental Services 7 Third Street P.O. Box 1789 Bondsville, MA 01009 _. Dear Ms. Watson: Enclosed please find the analytical results for the samples received by GTEL Environmental Laboratories, Inc. on 1.1/20/92 under chain-of-custody record49410. A formal Quality Assurance / Quality Control (QA/QC) program is maintained by GTEL, which is designed to meet or exceed the EPA requirements. Analytical work for this project met QA/QC criteria unless otherwise stated in the footnotes. If you have any questions regarding this analysis, or if we can be of further-assistance, , please call our Customer Service Representative.. Sincerely, GTEL Environmental Laboratories, Inc. r Susan C. Uhler Laboratory Director GTEL Milford, NH .A2110500.DOC:1 Client Number: GESO4SUN06 Project ID: Sun/Centerville/ 0005-0019 Login Number: M2-11-0500 CAS NUMBERS AND DETECTION LIMITS Volatile Organics in Soil Modified EPA Method 8240 Method Detection Limit (MDL) Analyte CAS # ug/kg Chloromethane 74-87-3 350 Bromomethane 74-83-9 250 Vinyl Chloride 75-01-4 420 Chloroethane 75-00-3 220 Methylene Chloride 75-09-2 190 Acetone 67-64-1 440 Carbon Disulfide 75-15-0 110 1,1-Dichloroethene 75-35-4 490 - 1,1-Dichloroethane = 75-35-3 200 1,2-Dichloroethene (cis + trans) 107-06-2 120 Chloroform 67-66-2 180 1,2 Dichloroetharie 107-06-2 '190 2-Butanone. 78-93-3 510 1,1,1-Trichloroethane 71-55-6 120 Carbon Tetrachloride 56-23-5 320 Vinyl Acetate 108-05-4 150 Bromodichloromethane 75-27-4 -110 1,2-Dichloropropane 78-87-5 220 cis-1,3-Dichloropropene 10061-01-5 160 Trichloroethene 79-01-6 210 Dibromochloromethane 124-48-1 110 '] G TEL GTEL Milford, NH ENVIRONMENTAL A2110500.DOC:2 LABORATORIES. INC. i Client Number: GESO4SUN06 Project ID: Sun/Centerville/ 0005-0019 Login Number: M2-11-0500„ CAS NUMBERS AND DETECTION LIMITS. Volatile Organics in Soil Modified EPA Method 8240 Method Detection Limit (MDL) Analyte CAS# ug/kg 1,1,2-Trichloroethane 79-00-5 160 Benzene 71-43-2 88 2-Chloroethyl Vinyl Ether 110-75-8 160 trans-1,3-Dichloropropene 10061-02-6 100 Bromoform 75-25-2" 180 4-Methyl-2-Pentanone 108-10-1 200 2-Hexanone 591-78-6 380 Tetrachloroethene 127-18-4 300 1,1,2,2-Tetrachloroethane 79-34-5 210 Toluene 108-88-3 150 Chlorobenzene .108-90-7 160 Ethylbenzene 100-41.-4. 88 Styrene 100-42-5 75 Xylenes (total) 1330-20-7„_. 210 1,2-Dichlorobenzene 95-50-1 110 1,3-Dichlorobenzene 541-73-1 990 1,4-Dichlorobenzene 106-46-7 450 GTEL Milford, NH GTE L E N V I R O N M E N T A L A2110500.DOC:3 ® LABORATORIES. INC. Client Number: GESO4SUN06 Project ID: Sun/Centerville/ 0005-0019 Login Number: M2-11-0500 ANALYTICAL RESULTS Volatile Organics in Soil Modified EPA Method 8240a GTEL Sample Number 110500-01 Client Identification DWS-1 -- -- -- Date Sampled 11/18/92 -- -- Date Analyzed 11/30/92 -- -- -- PQL, Analyte ug/kgb Concentration, ug/kgc Chloromethane 1200 1300 U Bromomethane 1200 1300 U -- -- -- Vinyl Chloride 1200 1300 U -- -- Chloroethane 1200 1300 U -- - _ -- - Methylene Chloride 620 690 U -- -- - -- Acetone 1200 1300 U -- Carbon Disulfide' 620 690 U -- -' 1.1-Dichloroethene 620 690 U -- -- -- 1,1-Dichloroethane 620 690 U - -- -- 1,2-Dichloroethene (total)d 620 690 U -- -- Chloroform 620 690 U -- -- -- 1,2-Dichloroethane 620 690 U -- -- '- 2-Butanone 1200.,- 1300 U -- -- 1,1,1-Trichloroethane 620 690 U -- -- -- Carbon Tetrachloride 620 690 U - Vinyl Acetate 1200 1300 U -- — -- Bromodichloromethane 620 690 U -- -- '- 1,2-Dichloropropane 620 690 U -- -- -- cis-1,3-Dichloropropene 620 690 U -- -- -' Trichloroethene 620 690 U -- -- -- Dibromochloromethane 620 600 U -- -- -- Practical Quantitation Limit Multipliers �� G TE TEL GTEL Milford, NH : '`" ENVIRONMENTAL A2110500.DOC:4 LABORATORIES. INC. Client Number: GESO4SUN06 Project ID: Sun/Centerville/ 0005-0019 Login Number: M2-11-0500 ANALYTICAL RESULTS Volatile Organics in Soil Modified EPA Method 8240a GTEL Sample Number 110500-01 -- -- -- Client Identification DWS-1 -- . -- -- Date Sampled 11/18/92 -- -- -- Date Analyzed 11/30/92 PQL, Analyte ug/kgb Concentration, ug/kgc 1,1,2-Trichloroethane 620 690' U -- -- -- Benzene 620 690 U -- -- -- 2-Chloroethyl Vinyl Ether 1200 1300 _ U -- - -- trans-1,3-Dichloropropene 620 690 U -- -- Bromoform 620 690 U -- -- -- 4-Methyl-2-Pentanone 1200 1300 U -- - -- 2-Hexanone 1200 1300 .._U - -- -- Tetrachloroethene 620 690 U 1,1,2,2-Tetrachloroethane 620 690 U -- -- -- Toluene 620 690 U -- -- -- Chlorobenzene 620 690 U -- -- - Ethylbenzene 620 690 U -- -- -- Styrene 620 690 U -- -- -- Xylenes (total) 620 690 U -- -- -- 1,2-Dichlorobenzene 620 690 U -- -- -- 1,3-Dichlorobenzene 620 690 U -- -- -- 1,4-Dichlorobenzene 620 690 U -- -- -- Practical Quantitation Limit Multipliere 1.11 -- -- '- Percent Solids, %, 95.4 I] GTEL GTEL Milford, NH ENVIRONMENTAL A2110500.DOC:5 LABORATORIES, INC. f Client Number: GESO4SUN06 Project ID: Sun/Centerville/ 0005-0019 Login Number: M2-11-0500 ANALYTICAL RESULTS Volatile Organics in Soil Modified EPA Method 8240a a Test Methods for Evaluating Solid Waste,SW-846,Third Edition,Revision 0,Table 2,US EPA November .1986;sample prepared by high level solvent extraction and purge and trap. Method modified to include additional compounds. Results are reported on a dry weight basis. b Practical quantitation limit. c Data Flag Definitions U.. _ Indicates compound was analyzed for but not detected. J Indicates an estimated value. This flag is used when the mass spectral data indicates the presence of a compound that meets the identification criteria but the result is less than the quantitation limit, but greater than zero, or wheri reporting an estimated concentration for a tentatively identified compound. B Indicates that the analyte was found in the blank as well as a sample. It indicates possi- ble/probable blank contamination and warns the data user to take appropriate action. d 'Total 1,2-dichloroethene is the sum of the cis-and trans- isomers. e The practical quantitation limit multiplier indicates the adjustments made to the data and PQLs for sample dilutions and percent solids. . �TEL GTEL Milford, NH : Y ENVIRONMENTAL A2110500.DOC:6 LABORATORIES. INC. r Client Number: GESO4SUN06 Project ID: Sun/Centerville/. 0005-0019 Login Number: M2-11-0500 METHOD BLANK RESULTS Volatile Organics in Soil Modified EPA Method 8240a GTEL File ID J2427 Date Analyzed 11/30/92 Analyte PQL,ug/kgb Concentration, ug/kgc Chloromethane 1200 1200 U Bromomethane 1200 1200 U Vinyl Chloride 1200 1200 U Chloroethane 1.200 1.200 U Methylene Chloride 620 620 U Acetone 1200 1200 U Carbon Disulfide 620 620 U 1,1-Dichloroethene 620 620 U 1,1-Dichloroethane 620 620 U 1,2-Dichloroethene (total)d 620 620 U ..Chloroform 620 020 U 1,2-Dichloroethane . 620 620 U 2-Butanone 1200 1200 U 1,1.,1-Trichloroethane_ 620 620 U. Carbon Tetrachloride 620 620 U Vinyl Acetate 1200 1200 U Bromodichloromethane 620 620 U 1,2-Dichloropropane 620 620 U cis-1,3-Dichloropropene 620 620 U Trichloroethene 620 620 U Dibromochloromethane 620 620 U s�-- GT E L GTEL Milford, NH �� ENVIRONMENTAL A2110500.DOC:7 LABORATORIES, INC. Client Number: GESO4SUN06 Project ID: Sun/Centerville/ 0005-0019 Login Number: M2-11-0500 METHOD BLANK RESULTS Volatile Organics in Soil Modified EPA Method 8240a GTE-L File ID J2427 Date Analyzed 11/30/92 Analyte POL, ug/kgb Concentration, ug/kgc - 1,1,2-Trichloroethane 620 620 U Benzene 620 620 U 2-ChloroethylVinyl Ether 1200 1200 U P P trans-1,3-Dichloro ro ene 620 620 Bromoform 620 620 U 4-M ethyl-2-Pentanone 1.200 1200 Ui 2-Hexanone 1200 1200 U Tetrachloroethene 620 620 U 1,1,2,2-Tetrachloroethane 620 620 U Toluene 620 620 U Chlorobenzene 620 620 U Ethylbenzene 620 620 U Styrene 620 620 U Xylenes (total) 620 620 U 1,2-Dichlorobenzene 620 620 U 1,3-Dichlorobenzene 620 620--- U 1,4-Dichlorobenzene 620 620 U - = GTEL GTEL Milford, NH ENVIRONMENiAI A2110500.DOC:8 LABORATORIES, INC. Client-Number: GESO4SUN06 Project ID: Sun/Centerville/ 0005-0019 Login Number: M2-11-0500 METHOD BLANK RESULTS - Volatile Organics in Soil Modified EPA Method 8240a a Test Methods for Evaluating Solid Waste,SW-846,.Third Edition,Revision 0,Table 2,US EPA November 1986;sample prepared by high level solvent extraction and purge and trap. Method modified to include additional compounds. b Practical quantitation limit. c Data Flag Definitions U Indicates compound was analyzed for but not detected. Indicates an estimated value. Thisflag is used when the mass spectral data indicates the presence of a compound that meets the identification criteria but the result is less than the quantitation limit,-but greater than zero, or when reporting an estimated concentration for a tentatively identified compound. d Total 1,2-dichloroethene is the sum.of the cis-and trans-isomers. GTEL Milford, NH AGTEL E N V I R 0 N M E N T A L A2110500.DOC:9 LABORATORIES. INC. Client Number: GESO4SUN06 Project ID: Sun/Centerville/ 0005-0019 Login Number: M2-11-0500 ANALYTICAL RESULTS Total Recoverable Petroleum Hydrocarbons in Soil by Infrared_Spectrometry Modified EPA Method 418.1a Sample Date Date Date Percent Detection Concentration, Identification Sampled Extracted Analyzed Solids, % Limit, mg/kg mg/kg GTEL No. Client ID 110500-01 DWS-1 11/18/92 12 01/92 12/02/92 95.4 34 160 a EPA 600/4-79-020, March 1983 revision. Extraction modified for soils (Soxhlet). Concentration cal- culated on a dry weight basis. ]3G TEL GTEL Milford, NH ENVIRONMENTAL A2110500.DOC:10 LABORATORIES. INC. nr S SCnt 113 `G 13 } ( `GC co 1 NCD A N N ° D Zr� >wC/^ o � A) TI B ° Q _ O CD Z CD d ❑ ❑❑❑ arm cm w30 CD CD C:D m W c O S o _...... CD m m m ° m ((nn 0 ° T� .d a n m x o (D 6 mCr Cr o r O r \ `G Cop _ _ CD-0 F M :3y Z (7 (A D \ .. {' Ir Containers 3 D CD m x ° v v . f° WATER m m D ° an d p C SOIL I Z o - w t�J ° o I R y 0 n ° r cT�C?t U .. 3 y �C SL DGE z i1. (D - W PRODUCT k ` OTHER �' 13! iT VHCIto x m m HNO ( ( CIO -� J� U~1 t'�.• ... , �f I �;:'. m m 5 r y� tPflEScFVED p ( ^ > m _3O] ..:..C) v- ((S ECIFY) O ATE r Lt m TIME fC� � BTEX1602❑ 8020❑ with MTBE❑ Z m m m m z I BTEXIGas Hydrocarbons PIDIFID❑with MTBE❑ O az Hydrocarbons GCIFID Gas❑ Diesel❑ Screen❑ , -� -i Hydrocarbon Profile(SIMDIS)❑ ! r u. Oil and G?ea'se 413.1❑413.2❑SM 503❑ j y C (D c TPHIIR 418.1 SM 503❑ y g ^ m EDB by 504❑DBCP by 504❑ t11 Ito _0- `L-D 'c C / \ D` EPA 503.1❑EPA 502.2❑ o I a a. CD n `D �� A EPA 601❑EPA 8010❑ Rl Q Crq- O cn y n v r a EPA 602❑EPA 8020❑ EPA 608 118080❑PCB only❑ _ O v o PA 6241PPL❑82401TAL BS(+15)❑ EPA 625IPPL❑8270(rAL❑NBS(+25)❑ ' _ 7 f EPA 610❑8310❑ EP TOX Metals❑Pesticides❑Herbicides❑ t ( eta Af 3ertmV6A•&PestEM#2ttr'1!r— 6--� < (� /Yv1 PA Metals-Priority Pollutant❑TAL❑RCRA❑ Cn J" m CAM Metals TTLC❑STLC❑ fD Lead 239.2❑200.7,❑7420❑7421❑6010❑ n r O _ m Organic Lead❑ 0 Corrosivity❑ Flash Point❑ Reactivity❑ ij� - Client Number: GES01 SUN06 Project ID: Sun Centerville/ rGT-E L 0005-0019 Login Number: M2-12-0147 ENV_ IRON MENTAL LABORATORIES , INC. Northeast Region Meadowbrook Industrial Park Milford,NH 03055 17 (603)672-4835 (603)673-8105(FAX) t.z--...T.s--.-....r._.,.. _ December 17, 1992 Stephanie Watson Groundwater and Environmental Services, Inc. 7 Third Street Bondsville, MA 01009 Dear Ms. Watson: Enclosed please find the analytical results for the samples received by GTEL Environmental Laboratories, Inc. on 12/04/92 under chain-of-custody record 49411. A formal Quality Assurance / Quality Control (QA/.QC) program is maintained by GTEL, which is designed to meet or exceed the EPA requirements. Analytical work for this project met QA/QC criteria unless otherwise stated in the footnotes.If you have any questions regarding this analysis, or if we can be of further-assistance, please call our Customer Service Representative. Sincerely,- GTEL Environmental Laboratories, Inc. 1 � Susan�� 'C. Uhler Laboratory Director GTEL Milford, NH B2120147.DOC:1 r Client Number: GES01SUN06 Project ID: Sun Centerville/ 0005-0019 Login Number: M2-12-0147 ANALYTICAL RESULTS Volatile Organics in Soil -Low Level Modified EPA Method 8240a GTEL Sample Number 120147-01 -- -- -- Client Identification DWB -- - -- Date Sampled 12/02/92 Date Analyzed 12/11/92 -- -- -- PQL Analyte _ ug/kgb Concentration, ug/kgc Chloromethane 10 10 U -- -- -- Bromomethane' 10 10 U -- -- -- —Vinyl-Chloride 10 10 -- Chloroethane 10 .10 U -- -- - Methylene Chloride 5 .5. U -- -- -- Acetone 100 100 U -- -- -- Carbon Disulfide 5. 5 U -- -- -- 1,1-Dichloroethene .5 5. U -- -- -- 1,1-Dichloroethane 5 5 U -- -- 1,2-Dichloroethene (total)d 5 5 U Chloroform 5 5 - U -- -- -- 1,2-Dichloroethane 5 5 U 2-Butanone 100 _.100 U 1,1,1-Trichloroethane 5 5 U Carbon Tetrachloride 5 5 U -- -- -- Vinyl Acetate 50 52 U -- -- -- Bromodichloromethane 5 5 U" -- -- -- 1,2-Dichloropropane 5 . 5 U -- -- -- cis-1,3-Dichloropropene 5 5 U -- -- -- Trichloroethene 5' 5 U -- -- --- Dib romochloromethane 5 5 U -- -- -- Practical Quantitation Limit Multipliere 1.04 -- -- -- MGTEL GTEL Milford, NH ENVIRONMENTAL B2120147.DOC:4 LABORATORIES, INC. i Client Number: GES01 SUN06 Project ID: Sun Centerville/ 0005-0019 Login Number: M2-12-0147 ANALYTICAL RESULTS Volatile Organics in Soil -Low Level Modified EPA Method.8240a GTEL Sample Number 120147-01 -- -- -- Client Identification DWB -- -- -- Date Sampled 12/02/92 -- -- -- Date Analyzed 12/11/92 -- -- -- PQL, Analyte ug/kgb Concentration, ug/kgc 1,1,2-Trichloroethane 5 5 U - -- -- Benzene 5 5 U -- -- - 2-Chloroethyl Vinyl Ether 10 10 U -- -- -- trans-1,3-Dichloropropene .5 5 U -- -- -- Bromoform 5 5 U` -- -- -- 4-Methyl-2-Pentanone 50 52 U 2-Hexanone 50 52 U -- -- -- Tetrachloroethene 5 5 U -- -- -- 1,1,2,2-Tetrachloroethane, 5 5 U -- -- -- Toluene 5 5 U -- -- -- Chlorobenzene 5 5 U -- -- -- Ethylbenzene 5 5 U -- -- -- Styrene 5 5 U „ Xylenes (total) 5 5 U -- -- -- 1,2-Dichlorobenzene 10 10 U -- -- -- 1,3-Dichlorobenzene 10 10 U -- -- -- 1,4-Dichlorobenzene 10 10 U -- -- -- Practical.Quantitation Limit Multipliere 1.04 -- -- -- Percent Solids, % 95.2 -- -- "" 4 I GTE L GTEL Milford, NH k ENVIRONMENTAL 62120147.DOC:5 LABORATORIES. INC. Client Number: GES01 SUN06 Project ID: Sun Centerville/ 0005-0019 Login Number: M2-12-0147 CAS NUMBERS AND DETECTION LIMITS Volatile Organics in Soil -_Low Level Modified EPA Method 8240 Method Detection Limit (MDL) Analyte CAS # ug/kg Chloromethane 74-87-3 2.6 Bromomethane 74-83-9 2.0 Vinyl Chloride 75-01-4 2.2 Chloroethane 75-00-3 1.3 Methylene Chloride 75-09-2 3.0 Acetone 67-64-1 4.7 Carbon Disulfide 75-15-0 2.4 1,1-Dichloroethene 75-35-4 1.4 1,1-Dichloroethane 75-35-3 4.5 .1,27Dichloroethene (cis_ + trans) 107-06-2 3.3 Chloroform 67-66-2 2.3 1,2-Dichloroethane ..107-06-2 2.6 2-Butanone - - - 78-93-3 3.6 1,1,1-Trichloroethane 71-55-6 3.1 Carbon Tetrachloride 56-23-5 1.2 Vinyl Acetate 108-05-4 6.5 Bromodichloromethane 75-27-4 1.8 1,2-Dichloropropane 78-87-5 3.1 cis-1,3-Dichloropropene _._ 10061-01-5 1.5 Trichloroethene 79-01-6 2.1 Dibromochloromethane- - 124-48-1 3.4 MGTEL GTEL Milford, NH ENVIRONMENTAL B2120147.DOC:2 LABORATORIES, INC. Client Number: GES01SUN06 Project ID: Sun Centerville/ 0005-0019 Login Number: M2-12-0147 - CAS NUMBERS AND DETECTION LIMITS Volatile Organics in Soil -Low Level Modified EPA Method 8240 Method Detection Limit (MDL) Analyte CAS # ug/kg 1,1,2-Trichloroethane 79-00-5 3.2 Benzene 71-43-2 - 2.2 = 2-Chloroethyl Vinyl Ether 110-75-8..:-.-. -3.4 trans-1,3-Dichloropropene 10061-02-6 0.5 Bromoform 75-25-2 0.3 4-Methyl-2-Pentanone 108-10-1 3.2 2-Hexanone 591-78-6 0.9 Tetrachloroethene- 127-18-4 1.4 1,1,2,2-Tetrachloroethane 79-34-5 2.0 Toluene 108-88-3 2.2 Chlorobenzene 108-90-7 3.6 - Ethylbenzene 100-41-4 1.0 Styrene 100-42-5 3.1 - meta-and para-Xylene -- 4.2 ortho-Xylene -- 2.5 1,2-Dichlorobenzene 95-50-1 3.4 1,3-Dichlorobenzene 541-73-1 2.9- 1,4-Dichlorobenzene 106-46-7 3.8 jGTEL GTEL Milford, NH ENVIRONMENTAL B2120147.DOC:3 LABORATORIES, INC. Client Number: GES01 SUN06 Project ID: Sun Centerville/ 0005-0019 Login Number: M2-12-0147 ANALYTICAL RESULTS Volatile Organics in Soil.-Low Level Modified EPA Method 8240a a Test Methods for Evaluating Solid Waste,SW-846,Third Edition,Revision 0,Table 2, US EPA November 1986,sample prepared by low level solvent extraction and purge and trap. Method modified to include additional compounds. Results are reported on.a dry weight basis. b Practical quantitation limit. The PQL limits are as published in SW846. Individual sample PQL's are adjusted for dry weight. c Data Flag Definitions U Indicates compound was analyzed for but not detected. J Indicates an estimated value.This flag is used when the mass spectral data indicates the presence of a compound that meets the identification criteria but the result is less than the quantitation limit, but greater than zero, or wheri reporting an estimated concentration for a tentatively identified compound. B Indicates that the analyte was found in the blank as well as a sample. It indicates possi- ble/probable blank contamination and warns the data user to take appropriate action. d Total 1,2-dichloroethene is the sum of the cis-and trans-isomers. e The practical quantitation limit multiplier indicates the adjustments made to the data and PQLs for sample dilutions and percent solids. GT E L. GTEL Milford, NH ENVIRONMENTAL B2120147.DOC:6 LABORATORIES. INC. Client Number: GES01 SUN06 Project ID: Sun Centerville/ 0005-0019 Login Number: M2-12-0147 METHOD BLANK RESULTS Volatile Organics in Soil -Low Level Modified EPA Method 8240a GTEL File ID J2634 Date Analyzed 12/1 t/92 Analyte PQL, ug/kgb Concentration, ug/kgc Chloromethane 10 10. U Bromomethane 10. .. 10 U Vinyl Chloride - 10 10 U Chloroethane 10 10 U Methylene Chloride 5 5 U Acetone 100 100 U Carbon Disulfide 5 5 U 1,1-Dichloroethene 5 5 U 1,1-Dichloroethane 5 5 U 1,2-Dichloroethene (total)d 5 5 U Chloroform 5 5 U 1,2-Dichloroethane 5 5 U 2-Butanone 100 100 U 1,1,1-Trichloroethane 5 5 U Carbon Tetrachloride 5 5 U Vinyl Acetate 50 50 U Bromodichloromethane 5 5 U 1,2-Dichloropropane 5 5 U cis-1,3-Dichloropropene 5 5 U Trichloroethene 5 5 U Dibromochloromethane 5 5 U JGTEL GTEL Milford, NH ENVIRONMENTAL B2120147.DOC:7 LABORATORIES, INC. r Client Number: GES01 SUN06 Project ID: -Sun Centerville/ - 0005-0019 Login Number: M2-12-0147 METHOD BLANK RESULTS Volatile Organics in Soil -Low Level Modified EPA Method 8240a GTEL File ID J2634 Date Analyzed 12/11/92 Analyte PQL, ug/kgb Concentration, ug/kgc 1,1,2-Trichloroethane 5 5 U Benzene 5 5 U 2-Chloroethyl Vinyl Ether 10 10 U trans-1,3-Dichloropropene -5 5 U Bromoform 5 . 5 U 4-Methyl-2-Pentanone 50 50 U 2-Hexanone - 50 50 U Tetrachloroethene 5 5 U 1,1,2,2-Tetrachloroethane 5 5 U Toluene 5- 5 U Chlorobenzene 5 5 U Ethylbenzene 5 5 U Styrene .._ 5 5 U Xylenes (total) 5 5 U. 1,2-Dichlorobenzene 10 10 U 1,3-Dichlorobenzene 10 1 10 U 1,4:Dichlorobenzene 10 10 U GTE TEL GTEL Milford, NH ENVIRONMENTAL B2120147.DOC:8 v LABORATORIES, INC. r Client Number: GES01 SUN06 Project ID: Sun Centerville/ 0005-0019 Login Number: M2-12-0147 METHOD BLANK RESULTS Volatile Organics in Soil - Low Level Modified EPA Method 8240a a Test Methods for Evaluating Solid Waste,SW-846,Third Edition, Revision 0,Table 2,US EPA November 1986;sample prepared by low level solvent extraction and purge and trap. Method modified to include additional compounds. b . Peactical-quantitation limit. The POL limits are as published in SW846. Individual sample POL's are adjusted for.dry weight. c Data Flag Definitions U Indicates compound was analyzed for but not detected. J Indicates an estimated value. This flag is used when the mass spectral data indicates the presence - of a compound that meets the identification criteria but the result is less than the quantitation limit, but greater than zero, or when. reporting an estimated concentration for a tentatively identified compound. d Total 1,2-dichloroethene is the sum of the cis-and trans- isomers. G TEL GTEL Milford, NH ENVIRONMENTAL 62120147.DOC:9 LABORATORIES. INC. I Client Number: GES01SUN06 Project ID: Sun Centerville/ 0005-0019 Login Number: M2-12-0147 ANALYTICAL RESULTS Total Recoverable Petroleum Hydrocarbons in Soil by Infrared Spectrometry Modified EPA Method 418.1a Sample Date Date Date Percent Detection Concentration, Identification Sampled Extracted Analyzed Solids, % Limit, mg/kg mg/kg GTEL No. Client ID - -- -- -- -- -- 120147-01 DWB 12/02/92 12/10/92 12/10 92 95.2 34 280 a EPA 600/4-79-020, March 1983 revision. Extraction modified for soils (Soxhlet). Concentration cal- culated on a dry Weight basis. GTEL GTEL Milford, NH ENVIRONMENTAL B2120147.DOC:10 LABORATORIES. INC. m m c <� - CD c o > to _ C � C y.•a'N' a l N N Cl) �7 w Cl) o a A.) 71 3 w a w m z. .. < v D 0 3 (D CD _ W W CD O< O N 0 � yCD �� N >o O C) y o -1 o z p � ❑ CL a m CL HT CD o ❑ ❑❑❑ 5 CL US-to Cn Z> w fl 3 v c�D c�D m 0 0 D -0 o D -• o CD 07 c c c w o o r n. n n. m a cn Cr "� F.; CD m 0- 6 r _ O �r < �c 1c CD go SD v co C D _ r rTi m z n CA m -D 0 0 #Containers D m D o w O x 01 M 0.- -0 WATER m E m -�No* SOIL z o CCO Cam.)Z 7? AIR to 1\ o R lia C7�CA=o SLUDGE C O O. -... PRODUCT % OTHER _ j cn c m Cn Cn HCI O Fa C x m m HNO3CD ❑ D D HZSO. Cn m J C �] r r ICE O m 0 mU � UNPRESERVED M CL ^ /` Q m ERO D -I J z � r, DATE 7cn y z 1=+ mm 9: — TIME C _ cn { �p JJ W BTEX1602❑ 8020❑ with MTBE❑ Z CD m m m ZI BTEX/Gas Hydrocarbons PIDIFID❑with MTBE❑ a y as Hydrocarbons GCIFID Gas❑ Diesel❑ Screen❑ =sti Hydrocarbon Profile(SIMDIS)❑ `f Q CD CD Oil and Grease 413.1❑413.2❑SM 503❑ -<n ()C TPHIIR 418.1 SM 503❑ V O g g m EDB by 504❑DBCP by 504❑ '� v o O K Cr D �. c D EPA 503.1❑EPA 502.2❑ C � � a va fl- a `D EPA 601❑EPA 8010❑ m a' Cr Cr O Cn :' y n EPA 602❑EPA 8020 o .°r. O EPA 608❑8080❑PCB only❑ � o EPA 6241PPL❑8240(rAL%NBS(+15)❑ EPA 6251PPL❑8270frAL❑NBS(+25)❑ n EPA 610❑8310❑ t; EP TOX Metals❑Pesticides❑Herbicides❑ 1 w TCLP Metals❑VOA❑Semi-VOA❑Pest❑Herb❑ =' N EPA Metals-Priority Pollutant❑TAL❑RCRA❑ CAM Metals TTLC❑STLC❑ Y S. r Lead 239.2❑200.7❑7420❑7421❑6010❑ 0 Organic Lead❑ `¢ r " Corrosivity 0 Flash Point 0 Reactivity 0 -� ATTACIE LENT 2 HAZARDOUS WASTE MANIFESTS •a. � w�ia-�ii� vi vvi����.v iavv � _ 1 DEPARTMENT OF ENVIRONMENTAL PROTECTION Hazardous Waste MANIFEST PROGRAM 'State Office Building i _-, ---_ :' Hartford, CT 06106.' t _________ ___ Please type(or print) (Form designed for use on elite(12 pitch)typewriter.) FOR STATE.USE ONLY UNIFORM HAZARDOUS 1.Generator's US EPA ID No. -Manifest 2.Page 1T1,nformationIn the shaded areas-is 'not cd m nt�ro required by.,Federal_law, but..may,be WASTE MANIFEST • • 7• �• 7• I. 7• f 1 �f equired by State law.... -- -: 3. Generator's Name and Mailing Address'. =State;ManifesftDooiimerit Number' :i;r ,A Su :.._ Cyr err}0-239 .76 ,K _ ; t;#..P l i�� i P�%-_ _ B,;G.S.1 (Gen,.Site Address) E ,,:x,�1 i n,�er z 4. Generator's Phone P' r I _ uT �{}" ia: `,z c O O ( ) { a 5. Transporter 1 Company Name '�.':;.'.: •-,q . ., r.5.:;;:0:6._:, . , US EPA ID,Number. t, J es Inc E: 7. Transporter 2 Company Name 8. US EPA ID Number C S.T_I (Trans.-'Lic?Plater# _. frl D.:Tian Phone(z s) _ _. i �_i_�O� fZfl 9.. Designated Fa ilit Name and Site Address 10. US EPA ID Number - E S T:I.(trans L1c Plate#) `. D o c r . G,State Faul! s,ID Not Re utred TI3si ... . ..., . .3 ,. ..; • H.!,-Fa ctlltys Phone D o - 12.Containers 13 14 - r u 11.US DOT Description(Including Proper Shipping Name,Hazard Class,.and ID Number) - :--Total.'.---_ _ Unit o No. Type Quantity wtNol Oil 4 EPA r '; O L G r+ ' O r Z z N _... fr�S ; -� 33 AMA I ;t � p E i r i• .._ T.l - EPA R b. i,3 D r:;.6 U A --- ---- ----- _ c_ U T STATE:FFr->t '1:; J z p — - U OR .. .. - - .. -.._.._ EPA�S_`_.,, - .:rr,tl_+_ D Z _C. _-._----.-_ STATE:.::..'... 1 1- d. - - - - EPA J .. .. h .. _. STATE c K.Handling Codes.f Wastes Listed J. Additional Descriptions for Materials Listed Above : Han trig o es.or as es Lts e v Interim r • Final Interim f sFinal, . ..c a.�;.Z�� f.�' -. ten, � r••- _ �-t, �`• _ - _'Jt� 1 1 7 l.: t c.tl. ..n 2'jf - � m - b 0 15. Special Handling Instructions and Additional Information for C�Cai Xy apil2,. tax �_ , c-x ure or :sccidea c t GAT: p � n1gft at p Point of Departure: —=--'- - U vi 16. GENERATOR'S.CERTIFICATION:I hereby declare that the contents of this consignment are fully and accurately described above by. --- , ... ,, .. • _- proper shipping name-and are classified,packed,marked:and.labeled,and are in.ail respects in proper condition for transport by highway,---,_ e according to applicable international and national government regulations,and all applicable State laws and regulations. - u Z If 1 am a large quantity generator,I certify that I have a program in place to reduce the volume and toxicity of waste generated-to the degree I have determined to be economically practicable and that I have selected the practicable method of treatment,storage,or disposal currently available to me.which minimizes the present �. w and future threat to human health and the environment;OR,if 1 am a small quantity generator,I have made a good faith effort to minimize my waste generation and . z select the best waste management method that is available to me and that I can afford. - - a Printed/Typed Namenature - Day Year .r Aj r t Ir tr_F f '�..L.i !, t :3�.- �f__ - - q=i-��fY��i�.• { '--'•-lip :•'t::.d :r _ � � �.e -__y. _r -• - C `z T 17. Transporter'1'Acknowledgement of Receipt of Materials _ O R r .•:-f - Month Day Year I < A -PrfntedrTyped Name ''< Signature 'r C f Z N j i . ' J14 1 w P � I ! t ~ O 1V-tansporter 2 Acknowledgement of Receipt of Materials F U R : ..._ _.. _. .. __ .. - -- - --- -- -Month.-Day 'Year F T Printed/Typed Name n _ v_ Signature..... - pR z. _ ..+itrrat t?ri:cq^+r^.._,':; ... .-. .._.._v:0 _..._. .:ez=..- V 19. Discrepancy Indication Space = - -- - • -•• < F u A V C u I w T 20.Facility Owner or Operator:Certification of receipt of hazardous materials covered by this manifest except as noted in Item 19. w Y Month Day Year Printedr typed Name Signature EPA Form 8700-22(Rev.9t91). Form Approved OM13 No.2050.0039.Expires 9130194.Previous eonion.is cosolete. ' -COMMONWEALTH OF - ..ice ,,n _ DEPARTMENT OF ENVIRONMENTAL=PROTECTION DIVISION OF.HAZARDOUS WASTE - Boston, Massachusetts 02108. r :.Please rint or p type`(Form designed for use on elite(12-pitch)typewriter.) 3 'UNIFORM HAZARDOUS 1 Generator US EPA ID No :x ,Man'rfest 2 Page 1 Infonnatron In the shaded areas ocum nt No ?� _ tsnotrequirdbFederallaw? kyA$TE. t. an CCU ,;3 �Genera1to�r s Dame and Marling Address ��: 4 Generator s Phone(� �$2 7J� 7 '" ' '• �: r � _ ' �#� � 5 Transporter 1 Company Name 6 a US EPA ID Number _G Stayf Srans9D '� j LLJ H Fr nvf o l�ta S dSI 6 I t 7-xTransporter 2,ktCompany Name } �� % 8 US EPA ID 4T_r D 1 tanspott'"�er'sP orte 9 �'• ?--a ""r�r a -i ire.ry,-�i' ..;. r r. v;. r'. h r +3' * e- tans ',- �.�r*�, -�.1 ty r9 Designated Facrlrty Name and Srte Address r t ?10Nn US`Eki ID CO r` Q41eI'8 y� LeiBnd:iStet - °`� `G State Facdrt stD 'rNoY,F#equlred 4 'O N A i-O .H Facttr(y s Photierf 1 ` :C �t _ _ Y 12 Containers 13. 14 t ,...Ir p 11 US DOT Descnptlon 0 cluding Proper Shipping Name Nazard Class and ID Number) -Total Unit nWastallo - = No Type -.Quantity WtNol- Hazardous WastId ' lquid, n.o.s {Lead} - 67 - c, r') f U _ ti� s � rtl b rn E. y +� ^tY Z rrl o N' 171 a. E' D v .R c Cr „ Y O m T C _ _ 3 0 R d - Z J AddiUonalDescnpttonsfo`MaterialsCts;edAbotrefincludephysrca/stateendAezard J "anti K HandlmgCodesforWastesLtsted:Above , r �y�-a^a �,.z ,r.-'• '+�e' �r ..acc,�,2 r. - ".zL..1? !•x a'�_',. ay... yu,.�u.. Y-�'t;"Z im # -7,. i/vit ,*� .f;s.f• _ -t-., -'k'c .x�" 3.a... ` ;_ J �` L # c ;n, eS, --: c E^sc. y..Y a ac ,a C r,+• :1 -'' K.r :,> -�.�, ✓,rfd '' i: � zsr as�, 7f-. •s.-� sX ,y-„"��- .,Gr. � „„ ,r�u�fc4 �#�2i���laterf � .� ,� ;-Y�g ,� � ��.ya" ,�-��,.rt � �_K„ +t"+u.,t"/ _ � •-__I ,15.Special Handling Instructions and Additional Information-' D For ct licaI:emeergency;spill;. leak, fire,'- exposure or accident ca11 CHEKTREC -� H day or. igh . at`.1-840-42 -930t1. - - o 16.GENERATOR'S CERTIFICATION:I hereby declare that the contents of this consignment are fully and accurately described above by ` prober shipping namGend are classified,packed,marked,and labeled;and are inall respects in propercondition-for transport by highway. CI - .according to applicable international and national government regulations. -U If I am a large quantity generator,I Eertify that I have a program in place to reduce the volume and toxicity of waste generated to the degree 1 have determined to be economically practicable C :'.and that 1 have selected the practicable method of treatment.storage;or disposal currently available to me which minimizes the present and future threat to human health and the environ-' m d "menC OR,if 1 am a small quantity generator.I have made a good faith effort to minimize my waste generation and select the best waste management method that is available tome and that I can afford: - Date•- . yPnnted?ypedName '..Signature Month Day Year LL y R '.17.'Transporter. 1 Acknowledgement of Receipt of Materials . = Date- " to A v N = Printed?ypedName Signature Month Day Year P. 3 : . C. S 0 ..18.Tr ns ort 2 Ackno edgement of ecaipt of Materials a e R. r T _Printed?ypedName :: t. : ,`:. Signature Month Day Year E a R. 19.Discrepancy Indication Space` A s C L 20.Facility Owner or Operator:Certification of receipt of hazardous materials covered by this manifest except as noted in Item 19. 1 Date T _ Y Printed/rypedName - - Signature Month Day Year Form Approved OMB No.2050-0039.Expires 9.30-92 EPA Form 8700-22 (Rev. 9-88) Previous editions are obsolete. Massachusetts Department of Environmental Management. 104276 Office of Water Resources `"TYPE 8R PRINT ONLY Well Completion Report 1..WELL LOCATION GPS (OPTIONAL) LATITUDE LONGITUDE Address.at Well Location:/�/7 /1LYfill d i� ti�L� Property Owner: / - Subdivision Name: Mailing Address: ��� � /d-� �� lfee- City/Town: LAP_n 7-64 A Ile- City/Town: l-'11a!v /-f'i!+ Assessors Map P.Oi Assessors Lot#: NOTE: Assessors Map and Lot# mandatory if no,t eet-address available Board of Health permit obtained: Yes ❑ Not Required �. Permit Number Date Issued 2.WORK PERFORMED 3. PROPOSED USE 4..DRILLING METHOD* Ax i ® New Well ❑ Abandon ❑ Domestic ❑ Irrigation ❑ Cable 4-- `❑,Auger ❑ Deepen ❑ Recondition g p m Monitorin ❑ Municipal El Hammerr-,C�Direct Push ❑ Replace ❑ Other ❑ Industrial ❑ Other ❑ Mud,,Rota° , ,❑ Other 5. WELL LOG oC Unconsolidated Consolidated 6.SITE,.SKETCH(use pernnanenttandmarkg"wftn distances) H Permeability T y -0 a d „ .. > c > n v - i From.(ft) To (ft) > High Low cn c5 0 Other Rock Type � g �7 v 7.WELL CONSTRUCTION 8. CASING R Total Depth Drilled �. 1 From (ft) To (ft) Casing Type acid Material Size O.D. (in) Well Seal Type Date Drilling Complete 0 6 7 t? 1 V -d f'l � a L�} A-3 3 ..A - 9. SCREEN' From (ft) To (ft) Slot Size Screen-Type and Material Screen Diameter 10. FILTER-PACK l GROUT l ABANDONMENT MATERIAL1t, ADDITIONAL WELL INFORMATION Developed? es ❑ No From (ft) To (ft) Material Descriptioni ,'k Purpose Fracture Enhancement? ❑ Yes ❑ No Method ' ee _ Disinfected? ❑ Yes ❑ No 12; WELL TEST DATA(PRODUCTION WELLS) 13. STATIC WATER LEVEL(ALL WELLS) Yield a.. �Time Pumped Drawdown to Time Recovery to Depth Below Date Method WWI (firs & min) (Ft. BGS) (hrs & min) (Ft. BGS) Date Measured Ground Surface (FT) Y 3 a 0 -Z a�/' 7: ` % PERMANENT PUMP{IF AVAIL:ABLE),` 15.NAMEIADDRESSOF PUMP INSTALLATION COMPANY . Pump Description Horsepower Pump Intake.Depth -� 'i(ft) Nominal Pump Capacity (gpm) f 16,,COMMENTS' h'i"'I')Z- �/)-A -5 D L l tv 17..WELL-DRILLEFrS STATEMENT, > This well was drilled and/or abandoned under my supervision, according to applicable rules 1 and regulations, and this report is complete and correct to the best of my knowledge. Driller: "Z />2a 4 Supervising Driller Signature- egistration #:I Firm: 1�� J 9k2 %V c- 3-iS©Z Rig Permit#: I I I I I NOTE: Well Completion:Reports must be filed by the registered,well driller within 30 days of well completion. BOARD OF HEALTH COPY . . f=ALMOUTH SCS RouLe 28 ROAD UP _ V ` J env 2 l \ ISLAND A PARKING ♦ AV-1 FORAER OIL/VATER LOT SEPARATOR i i ^ 9T 2-BAY SERVICE ` ♦\ AV-7 11 STATION U/DOUS_Tl LEACHING se-le O Imo( FIELD Bp BID) QBASIN AS2 �A 1 nW-3 DRY YELL BLOG-C ♦ _ AV-6 1000 Gel ` SEPARATOR \ BLDG A /r� l 1 (b 1 `r,. .. F/0 UST 49 AV- AV-5 ll \ ® V LEACHING. 6 " `♦ j / n 8 ♦ FIELD' LEGEND AV-8 9 ACNITORING WELL \ \ SB-1 O SOIL BORING PARKING ♦ , • \BI.DG-O �� ® \ AS-2+AIR SPARGE WELL / 80 rz BAY DRAIN �\ B BLDG /r PARKING ` CB® CATCH BASIN Saj=Y \�'J O COIDOnIN1UAS UP 0 UTILITY POLE \ (COAAERCIAL) A AV-9 V WATER LINE nV I19 ,/ / :' ` E NIT ELECTRIC NI TELEPHONE LINES (OVERHEAD) BLDG-F ♦ - PROPERTY BOUNDARY APPROX. SITE PROPERTY BOUNDARY APPROX. } SLOG-E AV-129 ♦ \ Jl< ja i PARKING � VELL ELEVATION AA �IS LOT 398 CEDAR HILL S T RLBORO A/MP AV-2 98.1199 \ ® Uv FIGURE 2 AW-3 ss.55 SITE INFORMATInV-4 99.93 nV-5 99.71 � - - - - - - - --- nw-7 98.8573 161? FALMOUTH ROAD... ..:i nV-8 91.BBLOCATIONCENTERVILLE. MA nV-9 90.40nV-l0 98.66nV-LI97.30 JOB NO. 1 1 8838-00 rinV-12 9s.7e SC Ei '= 50' A PROX i CEpTERVILLE-OSTERVILLE-MARSTOGJS MILLS FIRE DISTRICT 1875 ROUTE 28 CEUTERVILLE, MA 02632 (508) 790-2380/FAXC(508) 790-2385 OIL/HAZARDOUS MATERIAL RELEASE FORM F.A.# gnz LOCATION: ADDRESS OF RELEASE: F4FrTTTTVF gTmnr_n 1A17 RnITTF 7f2 rFR1TFRVTT.T.F DATE OF RELEASE' UNKNOWN PRODUCT RELEASED- GASOLINE ESTIMATED QUANTITY:=1NKN(WN CORRECTIVE ACTION TAKEN BY RESPONSIBLE PARTY: pFP NOTTFTF.D PRTOP Tn FTRF. DF.PARTMFNT NOTIFICATIONS: FIRE DEPARTMENT: YES(X� NO( ) DATE.-3131/92 _TIME. 1636 NATIONAL RESPONSE CENTER YES( ) NO(3a DATE: TIME• DEPT.OF ENVIRONMENTAL PROTECTION YES( NO( ) DATE TIME: UNKNOWN OIL SPILL COORDINATOR: YES( ) NO( D ATE: T M TOWN BOARD OF HEALTH: YES( ) NO( DATE: TIME: TOVN HARBORMASTER: YES( ) DATE: TIME: OTHER AGENCIES COMMENTS• CAPT_ FTMRTD.F. NOTIFIED MF THAT HE HAD RFCFTVED A C LL FROM DEP ( DAN CRAFTnN ) RF.(.ARDTNC. A ".901,TNE LEAR FATE WHEN A ynwTTnRTwr_ Tmi- WAc RFTNf. TF.STFD_ T F LM SUNOCO MATNT_ CON- DUCTING A VERIFICATION TEST ON WELL, APPROX. 1/8 -1/4 INCH _nF nT.D PRnDTTCT Fnmm FT.nATTN(. ON SURFACE nF SAMPLE_ AM. OTHER _ TEST WELLS. COVERS TO TANKS, UNDER PUMPS AND VEETER-ROOT SYSTEM WAS ALSO OBSERVED, SUNOCO MAINT. MAN WILL NOTIFY FINDING TO AREA SUPERVISOR, AND WILT, TAKE-FURTHER A1CTTON IF NECESSARY, REPORTED BY' 1 L��/� .�. t �� MATE: 4/52199 IdHITE COPY-FIRE DEPARTMENT YELLOW COPY-D.E.P. PINK COPY-BOARD HEALTH C-O-MM FORM #58 t 0 I andex 0 Mach 26, 1998 Mr.Tom McKean Director of the Board of Health 367 Main Street Hyannis,MA 002601 RE: Notification of Document Availability: Phase I Limited Site Investigation Report Copy of Legal Notice of Tier Classification; Sunoco Service Station 1617 Falmouth Road(State Route 28) Barnstable(Centerville),MA 02632 RTN 4-13380 SUN DUNS#0006-0467 Dear Mr.McKean: On behalf of Sun Company Inc. (SUN), Handex of New England, Inc. (Handex) provides this letter as notification that the following events have been conducted in accordance with the Massachusetts Contingency Plan(MCP)at the referenced location: 1)In accordance with 310 CMR 40.1403 (3)(e),this letter is provided as Notification of Document Availability of the Phase I-Limited Site Investigation Report. A photocopy of this report has been submitted to the Department of Environmental Protection, Southeast Regional Office, 20 Riverside Drive,Lakeville,MA,02347. You should inquire with the DEP at this address if you wish to view this document: 2)In accordance with 310 CMR 40.1403 (6) (b) and 310 CMR 40.1406(1), enclosed please find a photocopy of the Legal Notice announcing Tier Classification of the referenced location that will be published in The Barnstable Patriot Newspaper on April 9, 1998 and The Environmental Monitor on April8, 1998. If you have any questions or require further information,please contact our office. Sincerely, Handex of New England,Inc. Edwin P.Madera William J.Brochu Hydrogeologist Senior Hydrogeologist Enclosures cc: Mr.William Morse, SUN,Westborough,MA Massachusetts DEP,Southeast Regional Office,Lakeville,MA 398 Cedar Hill Street, Marlborough, MA 01752 • (508) 481-5750• Fax: (508) 481-5159 i e NOTICE OF SITE INVESTIGATION AND TIER IC CLASSIFICATION Sunoco Service Station 1617 Falmouth Road (State Route 28) Barnstable (Centerville), Massachusetts 02632 RTN 4-13380 SUN DUNS#0006-0467 Pursuant to the Massachusetts Contingency Plan (310 CMR 40.0480), a Site Investigation has been performed at the above referenced location. A release of oil or hazardous materials has occurred or may have occurred at this location which is a disposal site (defined by M.G.L. c. 21 E, Section 2). This site has been classified as Tier IC, pursuant to 310 CMR 40.0500. Response Actions at this site will be conducted by Sun Company, Inc., who has employed George E. Campbell, LSP of Handex of New England, Inc., to manage response actions in accordance with the Massachusetts Contingency Plan(310 CMR 40.0000). M.G.L. c. 21 E and the Massachusetts Contingency Plan provide additional opportunities for public notice of and involvement in decisions regarding response actions at disposal sites: 1) The Chief Municipal Official and Board of Health of the community in which the site is located will be notified of major milestones and events, pursuant to 310 CMR 40.1403; and 2) Upon receipt of petition from ten or more residents of the municipality potentially affected by a disposal site, a plan for involving the public in decisions regarding response actions at the site will be prepared and implemented,pursuant to 310 CMR 40.1405. To obtain more information on this disposal site and the opportunities for public involvement during its remediation,please contact Mr. William Morse,of Sun Company, Inc.,at(800)777-6444 ext. 1708. BENNETT & O'REILLY, INC. Engineering & Environmental Services LETTER OF 1573 Main Street, P. O. Box 1667 Brewster, MA 02631 TRANSMITTAL (508) 896-6630 FAX (508) 896-4687 TO: DATE: JOB NUMBER: Mr. Dan Crafton,Case Officer 9/5/01 B099-2533 MA DEP(SERO),BWSC-ERS REGARDING: 20 Riverside Drive Birmingham Residence S Lakeville,MA 02347 333 Eel River Road Osterville,MA We are sending you: COPIES DATE DESCRIPTION 1 8/3/01 Remedy Operation Status 1 1 8/3/01 Original narrative 1 Original BWSC-108 Transmittal Form For review and comment: For approval: As requested: For your use: a Other: REMARKS: cc: John&Karen Birmingham,Owners Joanne Benson,CHUBB&SONS INSURANCE COMPANY,INC. Barnstable Health Department Centerville,Osterville,Marston Mills Fire Department Barnstable Chief Municipal Officer Signed: Kara Shumway,Project Manager If enclosures are not as noted kindly notify us at once. i REMEDIAL OPERATION PLAN STATUS REPORT SUPPORTING DOCUMENTATION MA DEP#4-15283 Birmingham Residence 333 Eel River Road - Osterville, MA 02537 ' Project#B099-2533 ' AUGUST 3,2001 t 1BENNETT A O'REILLY. Inc. Engineering, Environmental & Surveying Services 1573 Main Street ' -'Sanitary 21E/Site Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision } Brewster,MA 02631 ' Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Consulting Trial Court Witness 5087896-4687 Fax 1 1 ENNETT Al O 'REIL' LY. Inc. Engineering, Environmental & Surveying Services 1573 Main Street ' Sanitary 21E/Site Remediation Property Line O PO Box 1667 Site Development Hydrogeologic Survey Subdivision Q Brewster, MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 ' Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax August 3, 2001 B099-2533 1 Mr. Dan Crafton, Case Officer ' MA DEPARTMENT.OF ENVIRONMENTAL PROTECTION - SOUTHEAST REGION Bureau of Waste Site Cleanup/Emergency Response Section 20 Riverside Drive Lakeville, MA 02347 RE: REMEDIAL OPERATION PLAN STATUS REPORT 1 Birmingham Residence -- RTN# 4-15283 333 Eel River Road - Osterville, MA ' Dear Mr. Crafton, In accordance with the provisions of 310 CMR 40.0893,BENNETT&O'REILLY,INC.has 1 prepared a Remedy Operation Status Report for the above referenced project. This status report covers the Phase V Operation and Environmental Monitoring of the insitu bioremediation (ISB) ' system in the period from January of 2001 through July of 2001, as outlined in the Phase IV - Remedy Operation Plan (ROP) and the Operation and Monitoring portions of the "Class C - Response Action Outcome Statement"filed with the MA DEP(SERO),BWSC/ERS [Dan Crafton]. on January 29,2001. As such,this status report is an addendum to,and an essential part of the Class C - RAO presently in effect at the site and ongoing efforts to reduce residual petroleum contamination to meet groundwater standards in MW-3, as achieving a permanent solution. 1 _ _ The following report documents the ISB treatment of groundwater over the past six months with the use of the Micro-Bac cultured bacteria, in conjunction with a localized pulse sparging ' system. In spite of remedial strategies implemented on-site, environmental monitoring continues to document persistent fractional aromatic compounds at concentrations slightly exceeding the applicable GW-1 standards. It should be noted,however,that a condition of"no substantial hazard" continues to exist at the site, as consistent with the Class C - Response Action Outcome presently in effect. All work has proceeded with LSP oversight in a manner consistent with the MCP Response ' Action Performance Standards (RAPS) pursuant to, 310 CMR 40.0191 and QA/QC policies of BENNETT& O'REILLY,INC. The facts and statements herein are,to the best of our knowledge, a true and accurate representation of the site activities,remedial response actions and environmental AUGUST 3,2001 BIRMINGHAMIB099-2533 PAGE 2 OF 7 REMEDY OPERATION STATUS 1 ' conditions associated with the project at the time of this report. As such, this document serves as the technical justification and rationale for the LSP Opinions represented by the certifications made ' on the Comprehensive Response Action - Remedy Operation Paln [BWSC-108] transmittal forms attached. ' SITE DESCRIPTION [Refer to Appendix A] The subject property, identified on Barnstable Assessor's Map 115 as Parcel 2, is located ' approximately 1 mile south of the center of Osterville at 333 Eel River Road. The parcel contains some 2.10 acres of land originally developed in the early 1920's. The site presently contains a single family residential dwelling,detached garage and a shed. Access to the area of release is unrestricted. The surrounding neighborhood is moderately developed with similar residential dwellings. The site and surrounding area are serviced by municipal water supply with no known private ' potable wells within 500'of the release area. The site is not located within the Zone II-Protective Radius of any public water supply or within 200' of any surface water reservoir. Groundwater was ' discovered at 15' below grade in the area of release. Site specific groundwater contours indicate a northwesterly to southwesterly groundwater flow direction toward Eel River, adjacent to the property, and out to West Bay. Eel River, located some 160'+/- west of the area of release, is considered the closest wetland and has been identified as the primary environmental receptor. The occupants of the on-site dwelling have been identified as potential receptors based upon the proximity of the structure to the area of release. Based upon the Sole Source Aquifer designation of Cape Cod,the GW-1,GW-2 and GW-3 groundwater categories appear to be applicable in review of exposure and risk characterization. Based upon frequency and intensity of use for soils below 3' ' in an unpaved area, the S-2/GW-1 soil category is applicable as most restrictive in review of exposure and risk characterization.. The RCS-1 Reportable Concentration soil category is also applicable in review of response action performance,based upon the proximity of the release to the ' dwelling. The RCGW-1 Reportable Concentration is further applicable based upon the sites location within a Potential Drinking Water Source Area(PDWSA). ' In accordance with the provisions of 310 CMR 4.0932(5)(b), however, the applicability of - the GW-1 and RCGW-1 standards is being re-evaluated based upon practical ingestion exposure ' pathways. Based upon site specific conditions related to tidal influence,potential salt water intrusion in a coastal setting,proximity to the public and private water supplies,private land ownership,and non-zoning controls,a review of the PDWSA may be re-evaluated via a short-term pump test[Refer to Figure 4]. OPERATION AND MAINTENANCE [Refer to Appendix A & B] With persistent groundwater impact reported at MW-3 through December 2000, a groundwater sample collected at the monitoring well was submitted to Micro-Bac International,Inc., ' on December 15, 2000 for a Treatability Analysis to evaluate decreasing bacteria counts in the AUGUST 3,2001 BIRMINGH AM/6099-2533 PAGE 3 OF 7 REMEDY OPERATION STATUS I presence of adequate DO and nutrients. This study showed that M-1000H* bacteria with the OSF #1 nutrients promoted the highest number of bacteria with the best activity. As such,the application of this target bacteria to "re-seed" the area of biological treatment was conducted on January 31, 2001 with the addition of some 25 gallons of OSNF-1 nutrient/enzyme solution and 5 gallons of Micro-Bac cultured bacteria to MW-3,and some 75 gallons and 15 gallons,respectively, to the SVE ' port. BENNETT & O'REILLY, INC., has since completed one quarterly and one semi-annual inspection, as well as two site visits, over the past six (6) months, as represented in Inspection Reports# 19[1/30/01]through#23 [7/19/01]. The air compressor used for sparging was maintained ' and noted as operational at each visit. ENVIRONMENTAL MONITORING [Refer to Appendix A, B] At the time of quarterly inspection,q y all existing monitoring wells were gauged and field screened for total organic vapors(TOV),dissolved oxygen(DO),and pH/temperature/conductivity. ' A groundwater sample was collected from MW-3 at this time as well, in order to monitor current fractional EPH concentrations. At the time of semi-annual inspections, all monitoring wells were ' sampled for EPH to track bioremedial performance. Additionally, respiration analysis of oxygen, carbon dioxide and methane concentrations in air samples collected at the SVE manifold and monitoring wells MW-1, MW-2 and MW-3 was conducted to evaluate microbial activity. A quarterly inspection was conducted by BENNETT&O'REILLY,INC.,on April 4,2001. All monitoring wells were gauged and field screened as outlined in the RIP to measure biological ' and chemical parameters supporting microbial populations and activity. Dissolved oxygen at MW-3 was noted as increased by some 25%over DO concentrations recorded in November. This well was sampled then sampled for EPH and standard wet chemistry to track bioremedial performance and ' forwarded to the laboratory on a standard turnaround. On April 20,2001,BENNETT&O'REILLY, INC., received analytical which reported persistent residual impact in the fractional C 11 to C22 aromatic range at a concentration of 390ug/L. Groundwater quality analysis,however, reported a 1 substantial increase in heterotrophic bacteria counts from 15,500/ml reported in December 2000,to 900,000/ml. This degree of bacterial growth, in the presence of essential nutrients, appeared encouraging in review of potential microbial mineralization and fractional aromatic compound reduction. On July 10, 2001, BENNETT & O'REILLY, INC., conducted semi-annual sampling. As ' prescribed in the Phase V,each monitoring well was gauged,screened and sampled for EPH analysis to continue to evaluate any solute migration in review of potential critical exposure pathways. A DO ' concentration consistent with the previous sampling conducted in April was reported at MW-3,while DO levels at the remaining wells appeared to increase substantially over the previous sampling period. Laboratory results received July 25,2001 indicated that groundwater samples collected July ' 1.0, 2001 had not been filtered, as is prescribed in the"Implementation of the MA DEP VPH/EPH Approach". As such, MW-2 and MW-3 were resubmitted for filtering by the laboratory prior to additional EPH analysis. On August 1,2001 laboratory analytical reported a slight decrease in the fractional aromatic compound at MW-3. This concentration, however, continues to marginally x AUGUST 3,2001 PAGE 4 OF 7 BIRMINGHAM/BO99-2533 REMEDY OPERATION STATUS I Fractional Aromatic Tracking Chan exceed the applicable GW-1 c to czz pp Method 1 - Risk Characterization ' '� „ standards. All other monitoring 6W _ wells reported fractional EPH as SodRemavel 120lbs. • BRL for samples collected July 10, r60lbs.ORC ORC • MicroBac 500 lrjecuon 2001 [Refer to Figure 1]. = Based upon this data, a 300 linear regression analysis was conducted to project that, with the - current ISB remedial strategy 100 ..._.._.._..:._....._-.. .: _ Implemented for MW-3,the GW-1 criteria could be met by September ° Ott-99 Jan-00 April-00 July-00 Oct-00 Jan-01 April-01 2002. It appears, however, that Date this time frame may be impractical for the homeowner. As such, ' Mw-1 WW-2 Mw-3 alternative strategies are now being FIGURE 1:This graphic representation illustrates that existing bioremedial Considered. strategies have been ineffective at significantly reducing the fractional aromatic concentrations at MW-3. TABLE 1 ' SUMMARY OF EPH ANALYSIS FOR METHOD I-RISK CHARACTERIZATION:GROUNDWATER DATE/ FRACTIONS MW-I GROUNDWATER MW-2 MW-3 MW-4 MW-5 Standard(ug(L) ' 310 CUR 40.0974(2) GW-1/GW-2/GW 10/29/99 C9 to C18 BRL(<530) BRL(<630) BRL(<540) 4,000/1,000120,000 C19 to C36 BRL(<530) BRL(<630) BRL(<540) 5,000/NA/20,000 Cl 1 to C22 240 210 380 NA NA 200/1,000/20,000 2/29/00 BRL(<530) BRL(<500) BRL(<500) 4,000/1,00020,000 ' C9toCIS BRL(<530) BRL(<500) BRL(<500) NA NA 5,000/NA20,000 C19 to C36 BRL<200) BRL(<L00) 370 200/1,00020,000 Cl I to C22 4/6/00 4,000/1,00020,000 ' C9 to CIS BRL(<520) BRL(<540) BRL(<530) NA NA 5,000/NA20,000 C19 to C36 BRL(<520) BRL(<540) BRL(<530) 200/1,00020,000 Cl l to C22 BRL(<200) BRL(000) 610 All targets>I0 M-Naphthalene S7 ' Naphthalene All targets BRL All targets BRL All others BRL Phenanthrene (<10) (<I]) Acenaphthene 5/30/00 BRL(<560) BRL(<590) BRL(<530) BRL(<530) BR1(<530) 4,000/1,00020,000 ' C9 to C18 BR1(<560) BRL(<590) BRL(<530) BRL(<530) BRL(<530) 5,000/NA20,000 C19 to C36 BR14<00) BRL(<200) 360 BRL(000) BRL(<200) 200/1,00020,000 Cl I to C22 720/00 BRL(<500) BRL(530) BRL(<530) BR1(<500) BRL(<500) 4,000/1,00020,000 ' C9 to C18 BRL(500) BRL(530) BRL(<530) BR1(<500) BRL(<530) 5,000/NA20,000 C19 to C36 BRL(200) BRL(200) 390 BRL(<200) BRL(<200) 200/1,00020,000 Cl 1 to C22 AUGUST 3,2001 PAGE 5 OF 7 BIRMINGHAM/BO99-2533 REMEDY OPERATION STATUS I ' TABLE 1 SUMMARY OF EPH ANALYSIS FOR METHOD 1-RISK CHARACTERIZATION:GROUNDWATER t 9/18/02 NT NT BRL(<560) NT NT 4,000/1,000/20,0000 C9 t C BRL(<560) C19 to C3 5,000/NA/20,000 Cl I to C2222 400 200/1,000/20,000 ' 10/30/00 NT NT BRL(<500) NT NT 4,000/1,000120,000 C9 to C18 BRL(<500) 5,000/NA/20,000 C19 to C36 530 Cl I to C22 200/1,000/20,000 11/22/00 BRL(<630) BRL(<530) BRL(<530) BRL(<560) BRL(<500) 4,000/1,000/20,000 C9 to C18 BRL(<630) BRL(<530) BRL(<530) BRL(<560) BRL(<500) 5,000/NA/20,000 C19 to C36 BRL(<200) BRL(<200) 570 BRL(<200) BRL(<200) 200/1,000/20,000 CIItoC22 BRL(<13) BRL(<11) M-naphthalene BRL(<11) BRL(<10) Alltargets>10 48 All others BRL (<II) 12/29/00 NT NT NT NT 4,000/1,00020,000 C9 t C BRL(<500) 5,5,000/NA/20,000Cl I t to C2222 Cl to C3 BRL(<500) 200/1,000/20,000 360 4/4/01 NT NT NT NT 4,000/1,000/20,000 ' C9 to Clto 8 BRL(<530)C19 to C36 5,000/NA/20,000 BRL(<530) 200/1,00020,000 Cl 1 to C22 390 ' 7/10/01 4,000/1,00020,000 C9 to C18 BRL(<530) BRL(<520) BRL(<500) BRL(<500) BRL(<500) 5,000/NA20,000 C19 to C36 BRL(<530) BRL(<520) BRL(<500) BRL(<500) BRL(<500) 200/1,00020,0 Cl I to C22 BRL(<170) BRL(<170) 380 BRL(<160) BRL(<160) EPH'=Extractable Petroleum Hydrocarbon BRL=Below Reporting Limits/NT=Not Tested/NA=Not Available Shaded area represents applicable Method I-Risk Characterization Standards BOLD test indicates concentrations exceeding applicable standards ' ISB TREATMENT EVALUATION (Refer to Appendix C and Appendix D] IS19 Performance Chan Groundwater quality analysis has WA13 reported that no significant degradation 18 of groundwater associated with the use of 17 '' remedial activities has been identified at B.e bvasea i5 the on-site monitoring wells. In fact, a 13 substantial increase in heterotrophic 12 So l ao�o..t 120 br.09C `°b'°R` = bacteria counts along 11 with a 25% E 8 increase in nitrogen and a 5%increase in s phosphorus has been reported for MW-3, ' as indicating sufficient concentrations of 3 '2 essential nutrients for continued ' microbial growth. 0 . Dec-99 Mar4M June-00 Sep-00 Dec-00 Mar-01 June-01 —D.O. —+- Hetero6act — Nitrogen —Phosphorus On May 29, 2001 BENNETT & FIGURE 2:Optimal biological conditions appear to exist for the O'REILLY, INC., soil gas analysis was ' mineralization and reduction of residual fractional aromatic conducted on MW-1,MW-2,MW-3 and compounds at MW-3. the SVE. Modest carbon dioxide r - ' AUGUST 3,2001 BIRMIN PAGE 6 OF 7 GHAMB099 2533 REMEDY OPERATION STATUS I ' concentrations were greatest in MW-1, MW-2 and at the SVE, at 3%, 2.3% and 2.2%. MW-3 reported the lowest concentration at 1.2%. Methane concentrations were reported as 0%at each of the monitoring well location, as indicating aerobic conditions with an oxygen concentration of 18.8%at MW-3. This data represents an anomaly in that very little microbial mineralization activity appears to be occurring in the presence of substantially increasing bacteria counts. Based upon a ' regression analysis conducted, In review of alternative remedial options, a copy of the Class C RAO/RIP Plan was ' forwarded to Lessard Environmental for technical review and project consultation in consideration of hydrogen peroxide as a chemical oxidant to treat residual groundwater impact. A summary of Lessards initial review and a proposal for costs was received by BENNET &O'REILLY, INC., on ' July 31,2001. This narrative recommends the injection of some 1,200 gallons of hydrogen peroxide for the chemical destruction of petroleum contaminants with the by-products of carbon dioxide and water, as well'as heat energy generated through the chemical reaction. A decision as to the ' implementation,of the oxidant treatment will be made following a review by the insurer's consultant and the homeow ner. ' The Phase V is also being modified to re-evaluate the applicability of the GW-1 PP tY Exclusion as within a Non-Productive Drinking Water Source Area(NPD WSA),in accordance with 310 CMR ' 4.00932(5). Under this provision of the MCP, groundwater may not be defined as within a Potentially Productive Aquifer (PPA) if brackish conditions and/or high levels of metals are identified such that the development of the aquifer as a public water supply is currently technologically or economically infeasible. Therefore,site specific conditions under Method 2 may be used to exclude the subject site from the GW-1 criteria,based upon ingestion exposure associated with a discreet and static area of low-level residual groundwater impact in an area fully services by ' municipal water. If, in fact, this exclusion can be established through a preponderance of evidence, Method 1 -Risk Characterization standards would be revisited in review of GW-2 and GW-3 groundwater standards. It should be noted that at no time have the C 11 to C22 hydrocarbon concentrations at MW-3 exceeded the GW-2 and GW-3 fractional aromatic standards [50,000ug/L and 30,000ug/L, ' respectively]. As such, a condition of"No Significant Risk" would be applicable in support of - permanent solution under a Class A, Response Action Outcome for all inhalation and dermal exposures. CONCLUSIONS Although a condition of"no substantial hazard"continues to be applicable to the subject site, in.the absence of any true exposure pathways associated potential human and/or environmental receptors, the various remedial strategies presently utilized do not appear to be facilitating the enhancement of natural attenuation of residual groundwater impact at the MW-3 location. Based upon a linear regression analysis conducted,it appears that the applicable GW-1 standards may not j ' be met until September 2002. It has been indicated that this time frame may be impractical to the homeowner. ' AUGUST 3,2001 BIRM[NGHAM/BO99-2533 PAGE 7 OF 7 REMEDY OPERATION STATUS I As such, a more aggressive approach is currently being considered at the request of the homeowner to meet regulatory closure as soon as possible. The potential use of hydrogen peroxide ' for the chemical oxidant treatment of these hydrocarbons is being reviewed.. As an alternative, site specific information may be used in order re-evaluate aromatic fraction concentrations against GW-2 and GW-3 Method 1 - Risk Characterization standards, to review site specific exposure pathways ' under Method 2. In the interim, quarterly and bi-annual inspections will continue to be conducted with the quarterly inspection scheduled for October 10,2001. If the criteria for a permanent solution is met, a Class A RAO will be filed at that time. Otherwise, a RIP Status 2 Report will be filed with the Department by January 29, 2002. Should the Department have any questions regarding this submittal, or need additional information, please contact me directly at our office. 2Vr* ILLY, INC L ' tt, LSP ara Sh ay, ES Director ental Project Manager ' cc: John& Karen Birmingham, Owners Joanne Benson, CHUBB & SONS INSURANCE COMPANY, INC. Barnstable Health Department Centerville, Osterville, Marstons Mills Fire Department Barnstable Chief Municipal Officer 1 ' REMEDIAL OPERATION PLAN STATUS REPORT SUPPORTING DOCUMENTATION MA DEP#4-15283 tBirmingham Residence 333 Eel River Road- Osterville, MA 02537 ' Project#13099-2533 AUGUST 3,2001 ' Prepared BL. BENNETT& O'REILLY, INC. t 1573 Main Street- P.O. Box 1667 Brewster, MA 02631 David C. Bennett, LSP. Prepared For: MA. Department of Environmental Protection ' Southeast Regional Offices, Bureau of Waste Site Cleanup/Emergency Response Section 20 Riverside Drive - Lakeville, MA. 02347 ' On Behalf Of. John&Karen Birmingham 333 Eel River Road - Osterville, MA 02655 APPENDIX A: Reference Plans - Figure 1: Site Locus Plan(USGS Topographic Quad., Osterville, MA). ' - Figure 2: Hydrologic Map (CCPEDC, 1993) - Figure 3: MA DEP BWSC GIS Map (1997) - Figure 4: Ident. of Potential Water-Supply Areas of the Cape Cod Aquifer(GIS-1994) t - Site Plan , "Class C - Response Action Outcome/Remedy Implementation Plan", Prepared by BENNETT& O'REILLY, INC., Dated 11/8/99 (Last Rev. 1/9/01) APPENDIX B: Field Reports - Field Inspection Reports [#18 through#23 (12/29/01 through 7/11/01)] - Monitor Well Sampling Logs [4/4/01, 7/10/01] - Respiration Sampling Log [5/29/01] ' APPENDIX C: In-Situ Bioremediation (ISB)Performance Evaluation -ISB Performance Chart - Lessard Environmental Proposal ' APPENDIX D: Environmental Records/Permits - Comprehensive Response Action Transmittal Form, BWSC-108 APPENDIX E: Laboratory Analysis -Fractional Aromatic Tracking Chart- Groundwater Analysis (10/99 -7/01) - Laboratory Analysis (12/00 - 7/01) APPENDIX F: Quality Assurance/Quality Control Plan � APPENDIX A 1 1 1 ' 1 1 1 1 1 1 1 1 i 1 .d (�� •� .fir, ��./r�,,s7.:.• r�. 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'\ �� Ica Owl MAN All ' �i. .�� '` ••-fir ig � r 4 ro p'•�/ t ,1y �'� 5\ 51 5 1 5 � .. 55 `5 t ♦', / `5 � � �1� •, 51 r5 V\' \ 15 15,1, , r'q4 5 1:5 51 �� �_ + fit � 1 • i. i. • '• .1 . • 1 11' .11 • 1� i I «Ij! •�,.-; ,1�:'• �.� \,, �, �� . 4h IG!`Mill-iilj 1;,jhl�ljll IFII,NiiSm * ..i. d ;�-till !r �pV It I! pp !!ti 1II '� RN �II��!I �Ilrr��lpt VIA' R1 � .144 pl �,gip{,Illgi,lpl �1%,v i4 .144fi ip !Ij{V; �4lj m ►y j k ` - ���►,����!\ `t� ill�+spa Mil1lln ,, 111onROM IA GREW _ Ak �� -- -� if I Is s i Atf i'#,1•ySar � i-f.'�s PRIMARY AREAS FOR POTENTIA PUBLIC WATER SUPPLY x AREAS WITH LIMITATIONS .'fir.., ON THE POTENTIAL FOR PUBLIC WATER SUPPLY Restricted use '+1a ;ew'�f i•,,rn.t � .`� ..�>+: 'z r'9„t r A! siFr Wedand zones t I iY °J•f �,..`�+.atj° fir' s YiY. li^ tst r• i ;.a i..Y t -- —Cp) 7:rt t �.'Iw„"✓f .wt �'a'M�k n i�� � '+&•. �'ra t••t` '., i —_ zones , i "� }IY 1 7l~.p1`7 y'y.�'0 Residential land-use .V1'� •7 F t`s • ]IS i > Y i f• _ __ '}Y !t tx is Re i�°s+Y fit ��• -• °F`, •rr Business utility ' land-use • t "ft uiXn 1 rs+i Ei - t z .X- Tit i'"iR51�, Ir+ °i ° $r °{.r 1 y isn ( rvr}� tr tx 7' tk r C Ground-water • •r zones r.�s# t ./'ss}• r vf.5 h�. 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"�i� t; at� ••iFt ° !.a r •.- Mrc' �,{1' a.!n ° ( 6''Pr t r ,> � •v°b� }T,-' Ya C ' :i7 it Yr:z..'-. +"' S xtl<_ tl.y Z.� t•st "3" ^• a-c:f �.���t e 02 y " 1 Y 35 .. -.Z -yv jirlp° � �t � ( r p��� G�• t#i �, ! 1 1 ••' 192 cp I• • 1.1 • 1 •• 1 • - I 1 -1 1- • • 1 1 1 1 ' 1 1• • 1 1 1 r 4 IEI�EK� RmF t-1t f- -o' j' =F_ ENCE � Set1c; .l W�4 C Wl�,a�s , 4,G q Fes: 187 e FA �� T;c",.�• PI'W S.vtit,l.. r°,Av ��F•�:.-rn�•; �� � �_ } � -- • -i J,, �� 00 1~ n t o - �'�l ` howE j MW-1 V7,3 4 MW- 17,�c"t f�a � I i �, ( {I°� � s t 1)tc�oo act ti� f I ` ., ,4 `PF, 5:. t+ jU-� t._ MA, / -- __ tyl �• t/ ( lre�7 ..-t;, 1;7 I 1i �7� [.• 11 IT } \� ���"`� •�f t-.'1 ✓ rP'� `r 1 ' 1 , .�1 -, Je N4) (�1YJ-3 i 7, l� t L, ?g t;� terndot,-� E to,�oc�ts 105.7 1-° �/ 1�+{!� AAljM )14 7 I �ct�StAL sfFAJT� � -.. <o ., v n�� Ito N - - <� (LOW nDe) ^Ck t __; 17+3 l 5•L 3 i 7{ ��^ G"N,y .; , _ �- 4 t j -to oC.) E '� IS PM> 1414,W T1nt I � ! MW- i �— f>>: g _ IL Zt,, 1, 05 SI5 N Mw 2 17,0� i,•d4 f , 0-?� (IQS�) �' Om FA&. ,k_ .�,. -- ,►ate- 6'(�`'$�ad �/ ;/; J I ! ` ', I 1 �r 1 / % atw- IL zI �4 �q I q3 llq 5 q�°W �- e>Ult.T , M7 _. 1 or4„1.....,._ t4•��.► _ !,�I _ _ (.7'b�'f f, ���J �' ,r-.j I 1 C.�� r; 1'1 • / ! \1 1 j1 rr ��S Ir // 1 NI � t 01=f z, �3 VEeT'.: __. ssC , } I _� Za-rJc� C�tl� �� r►U - - _ # t ,- AQxe f 1 X,1y. p 1 o- _ r�Ntet t i rr 14 el 1,68 N fl �.14 ,61 r _ MN- � !�� _____ I `�► ,�.__--__;'��� — -- j� � �; , % ��,-tz�-+;� ; /. '\ T .. 1 �� 1 �1 � � � 1 � • Ik �i 1 tZ/A�W eat tA S a \ r s �j�vfFA<�f_.Mf n►1"J si R 1c11t, YF �WX; % �al' \ , ,,, `. / T • /1 rr LZ-10 e �1 __ - ; T i r}n A J '"I F4� �}I�" , � +� x�s�f A+`f�d ^\ � 1 � �/ 3r� r_•__' AS 14,T GRG4 :,Ft'110A1 st I a ( .10,,,� I> car,• „rLtt mw ►� ` a . (Lj 2-►4 0o A vtFN, n > £i�. f•1&Iv � ;+8-1; ar OF- cpr pcw tJ' Z-►r �a ._ WICA .t<VISrr 127 no:SNr;ETPJtf10V VFul9c�)ui Al17, 6w (A*)Ml 3.. , p , you;u��s, rs i. e PROJECT f \ _. PLAN �,� �� S � S AST► r T C f) <.� SC ALL 10 PLANS !►rt Q I►mot Au ! , . S G L?NS O �1 �g•- ARD -' �- r. ----- L.FM J�j, All C BENNETT A O'REILLY Inc. 1�F_�,..AIL ! � 1 ��`^ " � `� .T� Engineering & Environmental Services } 84 Underpass Road j P.O. Box 1667 508-896.6630 Office Brewster, MA 02631 508-896-4687 Fax DATE SCALE: By, CHECK JOB NUMBFR 1 1 � APPENDIX B 1 1 1 1 1 1 1 1 i 1 1 1 BENNETT & O'REILLY, Inc. REPORT NUMBER:118 ' 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax ' Brewster,MA 02631 INSPECTORS DAILY RECORD OF WORK PROGRESS Job Number: B099-2533 Date: 12/29/00 Job Name: Birmingham Feature: Release Abatement Measure Contractor: BENNETT&O'REILLY,INC. ' Type of Work: Assessment Weather Conditions: Sunny,cool Temperature: 35F Contractor's Work Force(Indicate classification,including Subcontractor personnel) tKara Shumway-Project Manager/Environmental Scientist I Equipment in use or idled(identify which) Soil Vapor Extraction system with supplemental sparging,compressor with oil-less filter ' Materials or equipment delivered,quantity or pay items placed 1 EPH, 1 Heterotrophic bacteria ' Non-conforming materials or work,field problems,inspections of previously reported deficiencies,--- None I Summary of construction activities 9:15 am BENNETT&O'REILLY,INC.personnel arrive at site. Purge and sample MW-3. 10:10 am Leave site. r BENNETT & OIREILLY, Inc. REPORT NUMBER:119 ' 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax ' Brewster,MA 02631 INSPECTORS DAILY RECORD OF WORK PROGRESS ' Job Number: B099-2533 Date: 1/31/01 ' Job Name: Birmingham Feature: Remedy Implementation Plan Contractor: BENNETT&O'REILLY,INC. Type of Work: Bioremedial application Weather Conditions: Sunny,mild Temperature: 40F Contractor's Work Force(Indicate classification,including Subcontractor personnel) mwa -Project Manager/Environmental er/Environmental Scientist David Bennett LSP Kara Shu g Y J Equipment in use or idled(identify which) I ' SVE system with supplemental sparge poindair compressor with oil-less filter t Materials or equipment delivered,quantity or pay items placed 100 gallons of nutrient solution,20 gallons MicroBac M1000H+ 0SNF-1 Non-conforming materials or work,field problems,inspections of previously reported deficiencies None ' Summary of construction activities 9:30 am BENNETT&O'REILLY,INC.personnel arrive at site. Inspect MW-3 noting musty petroleum odor ' upon bailing 2-3 liters.Begin mixing nutrient solution and add MicroBac organisms and nutrient solution as follows: MW-3 25 gallon nutrient(60 oz 0SNF-1)solution/5 gallon MicroBac Infiltration trench(SVE port)75 gallon nutrient(120 oz.0SNF-1)solution/15 gallon MicroBac 11:00 am Complete application and leave site. ' BENNETT & O'REILLY, Inc. REPORT NUMBER:120 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax ' Brewster,MA 02631 INSPECTORS DAILY RECORD OF WORK PROGRESS- Job Number: B099-2533 Date: 4/4/01 ' Job Name: Birmingham Feature: Remedy Implementation Plan Contractor: BENNETT&O'REILLY,INC. Type of Work: Assessment/Monitoring/Maintenance Weather Conditions: Overcast Temperature: 40F Contractor's Work Force(Indicate classification,including Subcontractor personnel) ' Kara Shumway-Project Manager/Environmental Scientist;Genghis Burdulis-Environmental Technician ' Equipment in use or idled(identify which) SVE System with supplemental sparge point/air compressor with oil-less filter,DO meter,HNU PI-101, pH/conductivity/temperature meter/Solinst water gauge ' Materials or equipment delivered,quantity or pay items placed 1 EPH sample, 1 standard chemistry, 1 bailer ' Non-conforming materials or work,field problems,inspections of previously reported deficiencies Unable to fully close MW-1 manhole,explansion plug warped Summary of construction activities 1:30 pm BENNETT&O'REILLY,INC.personnel arrive at site. Begin screening all monitoring wells(MW-1 through MW-5) Purge&sample MW-3 for EPH analysis and standard wet chemistry. Inspect compressor. Note in working order. ' 2:40 pm Leave site. r BENNETT & O'"ILLY, Inc. REPORT NUMBER:121 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax ' Brewster,MA 02631 INSPECTORS DAILY RECORD OF WORK PROGRESS Job Number: B099-2533 Date: 5/29/01 ' Job Name: Birmingham Feature: Remedy Implementation Plan(RIP) Contractor: BENNETT&UREILLY,INC. Type of Work: Assessment Weather Conditions: Sunny,mild Temperature: 65F Contractor's Work Force(Indicate classification,including Subcontractor personnel) Kara Shumway-Project Manager/Environmental Scientist II,Genghis Burdulis-Environmental Technician ' Equipment in use or idled(identify which) SVE system with supplemental sparge point,compressor with oil-less filter,HNU PI-101,Dawson air pump,LandTec gas meter ' Materials or equipment delivered,quantity�or pay items placed None ' Non-conforming materials or work,field problems,inspections of previously reported deficiencies Still unable to close MW-1 roadbox Summary of construction activities 12:00 pm BENNETT&O'REILLY,INC.personnel arrive at site. Begin respiration analysis on MW-1, ' MW-2,MW-3 and SVE port. Inspect MW-3. Note continued musty,weathered fuel oil odor upon bailing. Complete respiration analysis. 2:00 pm Leave site. 1 BENNETT & O'REILLY, Inc. REPORT NUMBER:122 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax ' Brewster,MA 02631 INSPECTORS DAILY RECORD OF WORK PROGRESS Job Number: B099-2533 Date: 6/6/01 - Job Name: Birmingham Feature: Remedy Implementation Plan Contractor: BENNETT&O'REILLY,INC. ' Type of Work: Maintenance Weather Conditions: Sunny,clear Temperature: 75F Contractor's Work Force(Indicate classification,including Subcontractor personnel) ' Genghis Burdulis-Environmental Technician ' Equipment in use or idled(identify which) SVE system with supplemental sparge point,compressor with oil-less filter Materials or equipment delivered,quantity or pay items placed (1)2"expandable plug ' Non-conforming materials or work,field problems,inspections of previously reported deficiencies Unable to close manhole at MW-1 Summary of construction activities 10:45 am BENNETT&O'REILLY,INC.personnel arrive at site. Replace plug at MW-1 and fit to close lid. ' Leave site. 1 BENNETT & OIREILLY, Inc. REPORT NUMBER:123 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax ' Brewster,MA 02631 INSPECTORS DAILY RECORD OF WORK PROGRESS Job Number: B099-2533 Date: 7/10-7/11/01 Job Name: Birmingham Feature: Remedy Operation Plan Contractor: BENNETT&O'REILLY,INC. ' Type of Work: Semi-annual sampling Weather Conditions: Sunny,humid Temperature: 85F Contractor's Work Force(Indicate classification,including Subcontractor personnel) ' Kara Shumway-Environmental Scientist,Genghis Burdulis-Environmental Technician ' Equipment in.use or idled(identify which) PI-101 HNU photoionization detector,Solinst water gauge,dissolved oxygen meter, temperature/pH/conductivity ' Materials or equipment delivered,quantity'or pay items placed 1 lock,4 EPH, 1 EPH with PAHs, 1 expansion plug ' Non-conforming materials or work,field problems,inspections of previously reported deficiencies Unable to immediately locate MW-2 beneath construction materials. MW-1 still not secured from rainwater. Unable to remove lock from expansion plug at MW-4. DO meter fails at MW-2 Summary of construction activities 7/10101 12:30 pm BENNETT&O'REILLY,INC.personnel arrive at site. Note MW-2 covered with construction material. Begin gauging and screening remaining monitoring wells. Purge and screen wells for temperature/pH/conductivity. Sample each well. Unable to separate lock from expansion plug at MW-4. Replace plug. Locate MW-2 beneath construction stockpile. Gauge,screen,purge and sample MW-2. Attempt to repair MW-1. Still unable to lower well top within roadbox. ' 3:00 pm Leave site. ' 7/11/01 Replace lock at MW-4. BENNETT & REILLY, Inc. MONITOR WELL SAMPLING LOG 1573 Main Street,P.O.Box 1667 Brewster,MA 02631 Engineering and Environmental Services (508) 896-6630 CLIENT Birmingham DATE(S) 4/4/01 LOCATION 333 Eel River Rd. Osterville . JOB # B099-2533 SAMPLER Kara M. Shumway_ E.S. Genjzhis Burdulis- E.T. MEASURING POINT: Groundsurface or T.O.C. T.O.C. Elev. of Total Standing Water Depth Depth to Water Table Static Volume VOC Dissolved Conductivity Temperature Well reference of Water Volume Purged PI-101 pH Oxygen (µS/cm) (°F) Comments: Number point Height Elevation rn /L (feet) Well (Feet) (feet) (feet) (gallons) (gallons) (ppm) ( g ) (feet) MW-1 16.58 20 14.29 5.71 2.29 .91 NA BDL 8.2 4.1 413 55 No odor,no sheen MW-2 16.27 20 14.05 5.95 2.22 .95 NA 0.2 8.4- 4.7 467 54 No sheen,slight septic odor MW-3 16.49 20 14.25 5.75 2.24 .92 10 BDL 7.1 3.5 488 55 Slight petroleum odor,no sheen MW-4 15.39 20 13.44 6.56 1.95 1.05 NA BDL 9.0 7.3 165 55 No odor,no sheen MW-5 16.37 20 14.31 5.69 2.06 .91 NA BDL 9.0 2.6 94 55 No odor,no sheen NOTES: Inspect and screen all monitoring wells. Sample MW-3. BENNETT & O'REILLY, Inc, MONITOR WELL SAMPLING LOG 1573 Main Street,P.O. Box 1667 Brewster,MA 02631 Engineering and Environmental Services (508) 896-6630 CLIENT Birmingham DATE(S) 7/10/01 LOCATION 333 Eel River Rd., Osterville JOB # B099-2533 SAMPLER Kara M. ShumwU. E S MEASURING POINT: Groundsurface or T.O.C. T.O.0 Elev. of Total Standing Water Static` Volume VOC Dissolved Depth Depth to Water Table Conductivity Temperature Well reference of Water Volume Purged PI-101 pH Oxygen (µs1cm) ff) Comments: Number point Height Elevation m L (feet) Well (Feet) (feet) (feet) (gallons) (gallons) (ppm) ( � ) (feet) MW-1 16.58 20 14.73 5.27 1.85 .84 2.5 0.2 7.2 8.9 463 60 Slight musty odor,no sheen MW-2 16.27 20 14.49 5.51 1.78 .88 3.0 BDL 6.5"- NA 329 60 Musty odor,no sheen MW-3 16.49 20 14.72 5.28 1.76 .84 3.0 0.2 6.3 2.9 332 61 Musty petro odor,no sheen MW-4 15.39 20 13.81 6.19 1.58 .99 3.0 BRL 6.6 1 8.9 128 60 No odor,no sheen MW-5 16.37 20 14.69 5.31 1.68 .85 2.5 0.2 7.1 8.1 123 61 No odor,no sheen SVE BRL NOTES: Gauge,screen and sample each monitoring well. i 1573 Main Street,P.O. Box 1667 BE�(NETT & O REILLY, Inc. Brewster, MA 02631 Engineering and Environmental Services (508) 896-6630 MONITOR WELL SAMPLING LOG ' RESPIRATION ANALYSIS CLIENT Birmingham DATE(S) 5/29/01 ' LOCATION 333 Eel River Rd.. Osterville JOB # B099-2533 ' SAMPLER Kara Shumway- Environmental Scientist Genghis Burdulis - Environmental Technician ' Well Number Total Approx. Standing Length HNU Methane Oxygen Carbon Comments: Depth of Depth to Water of screen PI-101 (%CH,) (%OZ) Dioxide Well Water Height above (ppm) (%Co,) (feet) (feet) (feet) SWL ' MW-1 20 14.54 5.46 4.54 BDL 0 17.4 3 NA ' MW-2 20 14.29 5.71 4.29 BDL 0 17.5 2.3 NA MW-3 20 14.53 5.47 4.53 BDL 0 18.8 1.2 NA SVE NA NA NA NA BDL 0 17.8 2.2 NA I ' NOTES: Unable to secure MW-1. May be subject to groundwater. 1 1 1 1 � APPENDIX C 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i i 1 ISB Performance Chart MW-3 20 _ - ----- ---- -------- - 8000 18-- - - - - - - - - - - . - - - - - - - - - - - - - - - - - - 17- 16—_ MicroBac Application 15- - -- - - - - - - - -- - - --- --- -- 20 gallons M1000H+ 14— nutrients 13— - ' 12 Soil Removal 120 lbs.ORC 11— 60 lbs.ORC J E 10 _ 4000 O U - - - - - - - - - - - - - 7-- 6— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5-_------ ---- - - - - 4— 2—- -- - -- - - -- - - - - - - -- -- - - • - - - -- -- - - -- - - - - - - - --- - -- - - - 1 Dec-99 Mar-00 June-00 Sep-00 Dec-00 Mar-01 June-01 ' T D.O. HeteroBact - Nitrogen x Phosphorus 1 1 f Lessard Environmental, Inc. www.Lessard-Environmental.com fCORPORATE HEADQUARTERS TEL 978-777-2300 46R Prince Street FAX 978-777-4355 Danvers, MA 01923 f f ' July 31,2001 f Mr. David Bennett Bennett&O'Reilly, Inc. 1573 Main Street ' P.O. Box 1667 Brewster, M.A 02631 ' Via First Class Mail and Facsimile: 508-896-4687 Subject: LEI P2001-1302 ' B099-2533 3303 Eel River Road,Osterville, MA ' MA DEP RTN 4-15283 ' Dear Mr. Bennett: Lessard Environmental, Inc. (LEI) appreciates the opportunity to prepare a cost f estimate for remedial services at the above referenced Site. We have reviewed your January 8,2001 report entitled Class C Response Action Outcotne Statement Remedy Irnplementation Plan:Please I through Pluise IV Sicpporting Documentation for the Site and funderstand.that you wish to evaluate the feasibility of addressing residual fuel oil contamination via a chemical oxidation approach. Based on the information in your report,we have developed scope of services and a budgetary cost estimate.This fproposal is based,in part,upon the following information: f • The Site is the subject of a fuel oil release that occurred over an unknown period of time from an underground storage tank. Impacted soil consists of various strata typically consisting of fine to f coarse sand with some gravel.Groundwater is encountered approximately 15±2 feet below ground surface (BGS)in the release area. • Laboratory data indicates that soil has been remediated to well below ' applicable GW-1/S-1 Standards. f ' Professional Environmental Services and Consultation BRANCH OFFICE- N. Providence, RI 02904 Mr. David Bennett July 31, 2001 P2001-1302 Chemical Oxidation ' • The hydraulic conductivity of the aquifer is approximately 215 ft/day,the groundwater gradient is approximately 0.001 and the groundwater ' velocity is approximately 0.85 ft/day. Groundwater travel time from the former UST location to MW-3 is estimated to be 18 days. • C11-C22 Aromatic Hydrocarbons in observation well MW-3 have ranged up to 610 µg/L. Other observation wells at the Site have shown post- remedial groundwater concentrations to be below laboratory detection ' limits. • Four inch inside diameter PVC SVE and Air Sparging points exist at the Site.The SVE line is horizontal and the Air Sparging point is vertical. ' a In Sitit Bioremediation has been undertaken at the Site in an effort to achieve compliance with GW-1 standards at MW-3. To date,the remedial effect at MW-3 has been insufficient to achieve this goal. The dimensions of the area of groundwater impacted by the release are not fully ' known to LEI. It is clear from the report that impact is present at MW-3 and this impact is assumed to extend up gradient to the former UST location.The impacted groundwater is not observed at and, is therefore constrained by MW-1,MW-2,MW- ' 4 and MW-5. Typically,LEI evaluates the soil and groundwater concentrations at a Site and estimates,the quantities of chemical oxidation reagents needed to achieve a. desired remedial effect. In this case, the residual contamination is of quite low ' concentration in both soil and groundwater.When contaminants are diffuse and of low concentrations,transport limitations tend to control the quantity of reagents ' required and the actual concentrations of the contaminants becomes secondary. Given this limitation,application of the chemical oxidation reagents will require and iterative, empirical approach.The following scope of work has been developed for ' the proposed chemical oxidation: 1. Phase IV Plan Modification or RAM Plan Required. To be completed by B&O. ' a. Use of SVE and AS piping as chemical oxidation injection piping. b. Chemical oxidation(description of process to be provided by LEI). t c. Groundwater monitoring for remedial additives as required by 310 CMR 40.0046-47. The default requirements can be modified by the LSP-of-Record. ' 2. Utility clearance via Dig Safe and local water/sewer. To be completed by B&O. 3. Perform laboratory analysis of soil representative of the impacted zone for 13 Priority Pollutant Metals(total metals and SPLP). To be completed by B&O. • LEI and B&O will jointly evaluate the metals concentrations and risk of metals leaching due to changes in oxidative state. 4. Modification of SVE and AS piping for use as Chemical Oxidation Injection ' Pourts. Page 2 ' Mr. David Bennett July 31,2001 P2001-1302 Chemical Oxidation ' 5. Approximately 1,200 gallons of oxidant are anticipated based on available site data. Injections will consist of 600 gallons of oxidant and an appropriate ' quantity of chemical catalyst. Based upon the available data two injection events are anticipated. 6. Injections can be spaced closely in time. LEI recommends that both injections ' occur during a one to two-week period. 7. Post-treatment sampling will be required to confirm groundwater conditions. ' 8. Groundwater concentrations must meet GW-1 criteria at each location sampled. 9. LEI will provide field sketches, data and narrative to support submission of a ' Status or Completion report. ' Important Considerations: This proposal has been prepared based upon available information.This proposal reflects the available information but may not address all possible conditions or ' outcomes. As additional information becomes available,LEI will review the information and present recommendations for any needed modifications to this scope of work. ' The chemical oxidation approach will dramatically reduce.the concentrations of viable bacteria in the soil and groundwater. LEI recommends monitoring for the ' numbers of bacteria be conducted to document this effect. If post-remedial natural attenuation is desired, it may be necessary to reintroduce petroleum-degrading bacteria into the soil and groundwater after the chemical oxidation process. Per your request,the file copy of your Phase V Status Report is being returned to you ' with this proposal.Should you select LEI for this project,we request copies of your site figures and data tables. ' Estimated Cost. Based on information available to date, the costs anticipated for this project are summarized below. These costs are budgetary estimates and are subject to change ' based upon further site assessment and MA DEP approvals and requirements. The rates specified below are daytime/workday rates. Rates for after-hours/weekend ' work would be higher. ' Page 3 Mr. David Bennett July 31,2001 P2001-1302 Chemical Oxidation ' Description Projected Comment Cost ' Phase IV Plan Modification TBA To be completed by B&O Phase IV Plan Modification $400 Includes LEI assistance with Plan Support Preparation and evaluation of metals concentrations. Utility Clearance TBA To be completed Inf BFPO Soil Metals Analysis TBA To be completed Inj B&O ' Installation of injection points TBA To be completed by B&O and piping 35% Hydrogen Peroxide (600 $2,500 1,200 gallon projection gallon) tote containers,no ermittin re uired) ' Chemical catalyst $250 Chemical Oxidation Events $4,500 2 events anticipated;includes $2,250 per event remedial additive monitoring on ' in ection day. Chemical Oxidation Support TBA To be provided by EnviroSafe. ' One rack truck with driver for 8 hours per injection. Billed directly to BFPO. ' Groundwater Monitoring ($550 $1,100 Required subsequent to each per event,2 events) injection to comply with remedial additive monitoring ' requirements. Post Remedial Soil Sampling and TBA To be completed by BFPO; Analysis Petroflag or TPH and EPH/VPH ' analysis, as required. Post Remedial Groundwater TBA To be completed by B&O Sampling and Analysis Summary Report in support of $800 MA DEP submittal to be completed Phase V Status Report. by BFPO Estimated Total: $9,550 Excludes services to be provided by others Page 4 Mr. David Bennett July 31,2001 P2001-1302 Chemical Oxidation The costs outlined above are budgetary cost estimates. The estimated costs and quantities specified above are subject to change based on Site conditions and the requirements of other contractors. ' If you should have any questions regarding this or any other matter,please do not hesitate to contact our office. ' Sincerely, Lessard EnvironrnentaI,Inc. ' Lawrence H. Lessard,M.S,LSP,LEP President I ' Page 5 1 equipment will be based on equipment use AGREEMENT charges plus the standard fees for labor ' I. Parties described in Section III of this This AGREEMENT, prepared on July 31, AGREEMENT. A copy of the equipment rate sheet is available upon request. 2001 is between Lessard Environmental,Inc. ' (hereinafter"LEI")and Bennett&O'Reilly, VII.Fight-of-Entry Inc. located at 1573 Main Street,PO Box Unless otherwise agreed,the CLIENT will 1667,Brewster,MA 02631 (hereinafter gain approval by the property owner or their "CLIENT"). This AGREEMENT is for agent for right-of-entry on the SITE for LEI ' professional services rendered at 333 Eel to perform the services described in the River Road,Osterville,MA(hereinafter the Proposal and any other services requested by "SITE"). the CLIENT. The CLIENT hereby agrees to ' II. Services indemnify and hold harmless LEI from and LEI shall provide the CLIENT with the against all claims,damages,liabilities,and services set forth in the Proposal for expense, including attorney's fees,as a result ' Environmental Services(hereinafter"the of failure of the CLIENT to provide Right- Proposal"),dated,July 31,2001 and of-Entry to the SITE. assigned LEI proposal number P2001-1302. VIII.Subsurface Activities ' A copy of which is attached hereto and The CLIENT hereby acknowledges that the incorporated herein by reference. use of equipment may alter or damage the grade, sub-grade,vegetation,buildings, Hour III. Hourly Fees ly rates for any services based upon structure,or improvements in or upon the time and materials are based upon the task SITE. LEI will take reasonable precautions to minimize damage to the SITE,but does being performed and are to be in accordance not include in the proposal the cost for ' with the following schedule:Administrative Support $35/hour restoration of damage which may result from UST Reimbursement $60/hour on-SITE activities by LEI or by its Technician I $35/hour subcontractors. LEI shall not be liable for ' Technician II $50/hour damage to the SITE arising out of the Technician III $57/hour performance of their services and the Scientist I $65/hour CLIENT hereby agrees to indemnify and Scientist II $80/hour hold harmless LEI from and against all ' Project Manager $90/hour claims,damages, liabilities,and expense, Sr. Project Manager $95/hour including attorney's fees,as a result thereof. Professional Engineer $125/hour Subsurface activities may include,but not Licensed Site Professional $125/hour be limited to: drilling,excavation,grading, Expert Testimony $175/hour filling,and other subsurface activity. The CLIENT shall have the sole responsibility to ' IV. Subcontractor Charges notify LEI of the accurate location of public All work subcontracted by LEI for any and private easements,utility pipes,lines, services based upon time and materials will tanks,cables,ducts,water and sewer lines, be billed at our cost plus 20%. and any other subsurface structures at or ' near the SITE. The CLIENT agrees to V. Equipment and Materials Charges For any services based upon time and indemnify and hold harmless LEI from and materials,equipment and materials against all claims,demands,liabilities,and ' purchased by LEI and installed by LEI will expense,including attorney's fees,incurred be billed at our cost plus 20%. by LEI for damage to subsurface structures. The CLIENT hereby agrees not to interfere ' VI. Instrumentation Fees with test borings,monitoring wells, LEI maintains various field and laboratory excavations,devices,and the like that LEI instrumentation and equipment. For any places at the SITE in conjunction with its services based upon time and materials,fees services. The CLIENT agrees to indemnify for the use of this instrumentation and and hold harmless LEI from and against all ' claims,demands, liabilities,and expense, XI1.11azards including attorney's fees, incurred by LEI If potentially hazardous conditions are ' and related in any way to CLIENT encountered during the course of work interference with,handling,operating,or which are not in accordance with the dismantling devices or equipment at the PROPOSAL,LEI shall have the right to SITE. suspend its work immediately and the right, ' IX. Samples by written notice to the CLIENT,to All samples collected during execution of terminate the work described in the the services described in the Proposal will be Proposal,unless LEI and the CLIENT ' considered the property of the CLIENT and within ten(10)days of LEI's notice to returned to the CLIENT 30 days after terminate agree upon a mutually satisfactory completion of the services described in the amendment to the Proposal that may include Proposal,unless the CLIENT advises us a revision in the scope of services, ' otherwise. Upon request,LEI will arrange adjustment of budget estimates,revised to store the samples at an appropriate facility terms and conditions, and revised fees. The ' for an agreed upon storage charge. CLIENT shall remain liable for,and pay all fees and charges incurred under provisions X. Invoices of the Proposal through the date of Invoices will be submitted as described in termination,notwithstanding the CLIENT ' the Proposal,on a monthly basis,or upon and LEI not having reached a new,mutually completion of services. Payment will be due satisfactory,revision of their upon receipt of the invoice. Interest will be AGREEMENT. added to accounts in arrears at the rate of t one and one-half(1.5)percent per month(18 XIII.Statutory Disclosure Requirements percent per annum)or the maximum rate LEI will comply with judicial orders and federal and state,county,and local laws, allowed by the law,whichever is less,of the regulatio outstanding balance. In the event that LEI regulations.ordinances, and public agencies ' engages a professional to enforce overdue of findings with respect to potential dangers payments,the CLIENT will reimburse LEI to public health,safety or the environment. LEI shall have no liability or responsibility for all costs, including attorneys fees, ' i to the CLIENT or to other person or entity incurred during collection of the overdue for reporting or disclosure made in account. accordance with such statutory or other t XI. Ownership of Documents lawful requirements,and The CLIENT All reports,field data and notes, laboratory agrees to indemnify and hold harmless LEI test data,calculations,estimates and other from and against all claims,demands, documents which LEI prepares,as liabilities,and expense, including attorney's ' instruments of its service,shall remain the fees,incurred by LEI and related in any way property of LEI. The CLIENT agrees that to LEI's reporting or disclosing such all reports and other work that LEI furnishes information under a bona fide belief or upon ' to the CLIENT,which are not paid for,will advice of counsel that such reporting or be returned upon demand and will not be disclosure is required by law. used for any purpose whatsoever. XIV.Limitation of Liability ' LEI will retain all pertinent records relating The CLIENT agrees to limit the liability of to the services performed for a period of six LEI and its agents,directors,officers, years following completion of the services employees and subcontractors to the described in the Proposal. If there is no CLIENT or its assignees due to or arising ' outstanding balance for services performed out of services performed by LEI or its for the CLIENT by LEI,the records will be subcontractors under the Proposal to the made available to the CLIENT at all aggregate amount of$50,000 or to LEI's fee ' reasonable times during the six years for the work performed,whichever is less. following completion of the services The CLIENT also agrees that the CLIENT described in the Proposal. shall bring no claim against LEI or its ' agents,directors,officers,employees and ' Agreement v 7-31-01 2 t ' subcontractors later than one year after IN WITNESS WHEREOF, LEI and the completion of the services rendered by LEI CLIENT have each caused this . ' under the Proposal. Under no circumstances AGREEMENT to be executed by its duly shall LEI be liable to the CLIENT for authorized representative on the day and incidental or consequential damages, year set forth below. including but not limited to, loss of use,loss of profit or claims for delay,impact or LEI disruption damages made by the CLIENT. ' XV.Insurance By its representative LEI maintains General Liability, Professional Liability,.Completed Operations,Products Liability,and Worker's Dare ' Compensation.Insurance. A copy of the policies are available upon request. the CLIENT XVI.General Conditions ' The AGREEMENT between LEI and the CLIENT as set fourth in the Proposal and in By its representative: these tenms,and conditions shall be governed ' by and enforceable in accordance with the laws of the Commonwealth of Date Massachusetts. This AGREEMENT constitutes the entire XVILACCESS AGREEMENT: agreement between the parties hereto. No oral representation or other agreements have I been made except as stated in this (print name here). ' AGREEMENT. This AGREEMENT may as owner or duly authorized agent of the not be changed in any way except as herein provided,and no term or provision hereof owner do hereby grant right-of-entry to the SITE by LEI and its agents for purposes of may be waived except in writing signed by this AGREEMENT and in accordance with the parties or their duly authorized officers terms described hereim or agents. The provisions of these terms and ' conditions are severable. The invalidity of By owner or its agent any part of these terms and conditions shall not invalidate the remainder of these terms ' and conditions nor the remainder of any Date portion hereof. The CLIENT shall not assign any aspect of ' the AGREEMENT between the CLIENT and LEI except upon the prior written consent of LEI. LEI makes no other warranties,expressed ' or implied beyond those contained herein. ' Agreement v 7-31-01 3 J 1 '7 1 1 � APPENDIX D 1 1 1 1 1 1 1 1 1 1 1 1 1 r ' Massachusetts Department of Environmental Protection BWSC-108 Bureau of Waste Site Cleanup ' COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking FORM & PHASE I COMPLETION STATEMENT 4❑ _ 15283 Pursuant to 310 CMR 40.0484 (Subpart D)and 40.0800 (Subpart H) ' A- SITE LOCATION: Site Name:(optional) Bi rmi ngham R gi rJenrF- Street: 33'1 F.P1 River RoAd Location Aid: Aggrg Mar 1 T S, T,nt 2 ' City/Town: 0gtervi 1 1 e ZIP 026SS-0000 Related Release Tracking Numbers that this Form Addresses: ' Tier Classification: (check one of the following) Tier IA Tier IB Tier IC Tier II Not Tier Classified If a Tier I Permit has been issued,state the Permit B. THIS FORM IS BEING USED TO: (check all that apply) ' Submit a Phase I Completion Statement,pursuant to 310 CMR 40.0484(complete Sections A,B,C,G,H,I and J). Submit a Phase II Scope of Work,pursuant to 310 CMR 40.0834(complete Sections A,B,C,G,H,I and J). Submit a final Phase II Comprehensive Site Report and Completion Statement,pursuant to 310 CMR 40.0836 (complete Sections A,B,C,D,G,H,I and J). Submit a Phase III Remedial Action Plan and Completion Statement,pursuant to 310 CMR 40.0862(complete Sections A,B,C,G,H,I and J). ' Submit a Phase IV Remedy Implementation Plan,pursuant to 310 CMR 40.0874(complete Sections A,B,C,G,H,I and J). Submit an As-built Construction Report,pursuant to 310 CMR 40.0875(complete Sections A,B,C,G,H,I and J). Submit a Phase IV Final Inspection Report and Completion Statement,pursuant to 310 CMR 40.0878 and 40.0879 (complete Sections A,B,C,E,G,H,I and J). ' ® Submit a periodic Phase V Inspection&Monitoring Report,pursuant to 310 CMR 40.0892(complete Sections A,B,C,G,H,I and J). Submit a final Phase V Inspection&Monitoring Report and Completion Statement,pursuant to 310 CMR 40.0893 (complete Sections A.B,C,F.G,H,I and J). ' You must attach all supporting documentation required for each use of form indicated,including copies of any Legal Notices and Notices to Public Officials required by 310 CMR 40.1400. C. RESPONSE ACTIONS: ® Check here if any response action(s)that serves as the basis for the Phase submittal(s)involves the use of Innovative Technologies. (DEP ' is interested in using this information to create an Innovative Technologies Clearinghouse.) Describe Tns i to Ai nrameci i 3t"i nn ' D. PHASE II COMPLETION STATEMENT: Specify the outcome of the Phase II Comprehensive Site Assessment: Aaoiuonai t omprenensive Kesponse Actions are necessary at tnis acre,oases on the reswts or the rnase n Lomprenensrve sire The requirements of a Class A Response Action Outcome have been met and a completed Response Action Outcome Statement (BWSC-104)will be submitted to DEP. The requirements of a Class B Response Action Outcome have been met and a completed Response Action Outcome Statement (BWSC-104)will be submitted to DEP. Rescoring of this Site using the Numerical Ranking System is necessary,based on the results of the final Phase II Report. ' E. PHASE IV COMPLETION STATEMENT: Specify the outcome of Phase IV activities: Phase V operation,maintenance or monitoring of the Comprehensive Response Action is necessary to achieve a Response Action Outcome. (This site will be subject to a Phase V Operation,Maintenance and Monitoring Annual Compliance Fee.) ' The requirements of a Class A Response Action Outcome have been met. No additional operation,maintenance or monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement(BWSC-104)will be submitted to DEP. ' The requirements of a Class C Response Action Outcome have been met. No additional operation,maintenance or monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement(BWSC-104)will be submitted to DEP. SECTION E IS CONTINUED ON THE NEXT PAGE Revised 3/30/95 Supersedes Forms BWSC-010(in part)and 013 Page 1 of 3 Do Not Alter This Form ' Massachusetts Department of Environmental Protection BWSC-108 Bureau of Waste Site Cleanup COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking FORM & PHASE I COMPLETION STATEMENT Pursuant to 310 CMR 40.0484 (Subpart D)and 40.0800 (Subpart H) 4❑ - 15283 ' E. PHASE IV COMPLETION STATEMENT: (continued) The requirements of a Class C Response Action Outcome have been met. Further operation,maintenance or monitoring of the remedial action is necessary to ensure that conditions are maintained and that further progress is made toward a Permanent Solution. A completed ' Response Action Outcome Statement(BWSC-104)will be submitted to DEP. Indicate whether the operation and maintenance will be Active or Passive. (Active Operation and Maintenance is defined at 310 CMR O Active Operation and Maintenance O Passive Operation and Maintenance ' (Active Operation and Maintenance makes the Site subject to a Post-RAO Class C Active Operation and Maintenance Annual Compliance Fee.) F. PHASE V COMPLETION STATEMENT: ' Specify the outcome of Phase V activities: The requirements of a Class A Response Action Outcome have been met and a completed Response Action Outcome Statement (BWSC-104)will be submitted to DEP. The requirements of a Class C Response Action Outcome have been met. No additional operation,maintenance or monitoring is necessary ' to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement(BWSC-104)will be submitted to DEP. The requirements of a Class C Response Action Outcome have been met. Further operation,maintenance or monitoring of the remedial ' action is necessary to ensure that conditions are maintained and that further progress is made toward a Permanent Solution. A completed Response Action Outcome Statement(BWSC-104)will be submitted to DEP. Indicate whether the operation and maintenance will be Active or Passive. (Active Operation and Maintenance is defined at 310 CMR ' O Active Operation and Maintenance O Passive Operation and Maintenance (Active Operation and Maintenance makes the Site subject to a Post-RAO Class C Active Operation and Maintenance Annual Compliance G. LSP OPINION: I attest under the pains and penalties of perjury that I have personally examined and am familiar with the information contained in this transmittal form,including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and(iii)the provisions of 309 CMR 4.03(5),to the ' best of my knowledge,information and belief, > if Section B indicates that a Phase 1,Phase 11,Phase I//,Phase IV or Phase V Completion Statement is being submitted,the response action(s) that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c. 21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)complies(y)with the identified provisions of all orders,permits,and ' approvals identified in this submittal; > if Section B indicates that a Phase 9 Scope of Work or a Phase IV Remedy Implementation Plan is being submitted,the response action(s)that ' is(are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(0)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.21E and 310 CMR 40.0000,and(iii)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal; ' > if Section B indicates that an As-Built Construction Report or a Phase V Inspection and Monitoring Report is being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance with the applicable provisions of M.G.L c.21 E and 310 CMR 40.0000,(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. I am aware that significant penalties may result,including,but not limited to,possible fines and imprisonment,if I submit information which I know ' to be false,inaccurate or materially incomplete. ' Check here if the Response Action(s)on which this opinion is based,if any,are(were)subj t any order(s),permit(s)and/or approval(s) issued by DEP or EPA. If the box is checked,you MUST attach a statement identifyin vA rovisions thereof. LSP Name: navi d C_ fiPnnPt-t LSP#: 4103 Stamp: DAVID Telephone: 5 0 8-8 9 9-9 91 n Ext.: C. Q BENNEf1' FAX:(optionalQ*7a"_4 R7 No.4303 v .p Signature: fi018TER�Sro�� ' Slic Date: ' Revised 3/30/95 Supersedes Forms BWSC-010(in part)and 013 Page 2 of 3 Do Not Alter This Form ' Massachusetts Department of Environmental Protection BWSC-108 Bureau of Waste Site Cleanup i ' COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking FORM & PHASE I COMPLETION STATEMENT 4❑ _ 15283 Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800 (Subpart H) ' H. PERSON UNDERTAKING RESPONSE ACTION(S): Name of t Name of Tnhn and/nr Karen Ai rmi noham Title: Hnmeowners Street: III 1 River Rnad CityfTown: Ast•erville, State: MA ZIPCode: n2651;-0000 ' Telephone: 5 0 8-4 2 8-2 6 8 5 Ext.: FAX: ❑ Check here if there has been a change in the person undertaking the Response Action. I. RELATIONSHIP TO SITE OF PERSON UNDERTAKING RESPONSE ACTION(S): (check one) RP or PRP Specify: ® Owner O Operator O Generator O Transporter Other RP or PRP: ' Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) Any Other Person Undertaking Response Action Specify J. CERTIFICATION OF PERSON UNDERTAKING RESPONSE ACTION(S): 1, Tnhn and/or Karen B i rmi ngham ,attest under the pains and penalties of perjury(i)that I have personally examined and am ' familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my,knowledge and belief,true,accurate and complete,and(iii)that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, ' including,but not limited to,possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. gy; �ti Title: 'Homeowners (s na ure) For-V�'��5 iF2 a� Date. ' (print name of person or entity recorded in Section H) Enter address of the person providing certification,if different from address recorded in Section H: ' Street: City/Town: State: ZIP Code: ' Telephone: Ext.: FAX:(optional) YOU MUST COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF ' YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. ' Revised 3/30195 Supersedes Forms BWSC-010(in part)and 013 Page 3 of 3 Do Not Alter This Form � APPENDIX - E 1 1 1 1 1 1 1 1 1 1 i 1 1 Fractional Aromatic Tracking Chart C11 to C22 ' 700 600 — 500 Linear Regression Analysis with current remedial strategy 400 J 300 200 — -- -- - 100 — — 0 Oct-99 Feb-00 June-00 Oct-00 Feb-01 Aug-01 Dec-01 Apr-02 Aug-02 ' Date •— MW-1 —m-- MW-2 -A MW-3 i i January 4, 2001 Bennett& O'Reilly, Inc. ' 1573 Main Street P.O. Box 1667 Brewster, MA 02631 ' Project Name: Birmingham Sample Time: 10:15 Location: Monitoring Well#3 Sample Date: 12/29/00 Sampled By: Kara Shumway Lab ID#: 12368 Date Received: 12/29/00 II Results of Analysis. Lab ID tParameters Units Result Method MDL Date Analyzed Heterotrophic Plate Count / 1 ml 15, 500 9215 B 1 12/29/00 <=less than ' >=greater than By4borato5Di ti.. ENVTROTRCH LABORATORIES, .INC ' HA CERT. NO.:M HA 063 449 RTE. 130 SANDWICH, HA 02563 50,6 (SM-6460) 1-900-339-6460 FAX(509)999-6446 ' April 13, 2001 ' Bennett& O'Reilly, Inc. 1573 Main Street ' P.O. Box 1667 Brewster, MA 02631 Project Name: Birmingham Residence Project Number. B099-2533 Location: Monitoring well ' Sample Date: 4/4/2001 grab Sampled By: Kara Shumway Lab ID #: W0104019 Date Received. 4/5/01 ' Results of Analysis: MW 3 Lab ID W0104019 Parameters Units Method MDL Date Analyzed Heterotrophic Plate Count / ml 900,000 9215 B 1 4/5/01 H pH units 8.42 4500 H+ NA 4/5/01 Nitrate-N mg/L 0.385 300.0 0.005 4/5/01 Nitrite-N mg/L 0.459 300.0 0.003 4/5/01 ' Sodium mg/L 19.5 200.7 1.0 4/6/01 Iron mg/L 0.486 200.7 0.1 4/6/01 Manganese mg/L 0.044 200.7 0.008 4/6/01 ' Magnesium mg/L 29.8 200.7 0.5 4/6/01 Calcium mg/L 9.8 200.7 0.5 4/6/01 Hardness mg/L 147.2 200.7 3.0 4/6/01 ' Potassium mg/L 11.8 200.7 0.1 4/6/01 TKN mg/L 8.12 351.3 0.5 4/9/01 Total Nitrogen m /L 8.96 4500-N 0.5 4/9/01 ' Chloride mg/L 29.5 300.0 3.0 4/5/01 Total Dissolved Phos(P) mg/L 11.3 4500-P 0.003 4/11/01 Total Dissolved Solids mg/L 457 2540C 6.0 4/11/01 ' Sample Time 2:10 <=less than >=greater than g , Y" ---f?orkld J. Sa ' Laboratory ctor r GROUNDWATER Groundwater Analytical,Inc. P.O.Box 1200 ANALYTICAL Buzzards Main Street Buzzards Bay, MA 02532 ' Telephone(508)759-4441 FAX(508)759-4475 April 20, 2001 ' Ms. Kara Shumway Bennett & O'Reilly, Inc. ' P.O. Box 1667 Brewster, MA 02631 Project: Birmingham/B099-2533 Lab ID: 40130 Sampled: 04-04-01 ' Dear Kara: Enclosed is the Extractable Petroleum Hydrocarbon Analysis performed for the above referenced project. This project was processed for Standard Two Week turnaround. ' This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a project narrative indicating project changes and non-conformances, a brief description of the Quality Assurance/Quality Control procedures employed by our laboratory, and a statement of our state certifications. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to ' the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. � 1 Sincerely, r Eric H.Jensen Project Manage EHJ/kmg Enclosures ! 1 r GROUNDWATER ' ANALYTICAL f Massachusetts DEP EPH Method i ' Extractable Petroleum Hydrocarbons by GC/FID Field ID: MW-3 Laboratory ID: 40130-01 Project: Birmingham/BO99-2533 QC Batch ID: EP-0826-F ' Client: Bennett&O'Reilly, Inc. Sampled: 04-04-01 Container: 1 L Amber Glass Received: 04-05-01 Preservation: H2SO4/Cool Extracted: 04-09-01 Matrix: Aqueous Analyzed: 04-20-01 Dilution Factor: Aliphatic:1 Aromatic:1 i. EPH Ranges Concentration ,_°: Units Reporting Limit j n-C9 to n-C18 Aliphatic Hydrocarbons I BRL ug/L 530 ' n-C19 to n-C36 Aliphatic Hydrocarbons j BRL ug/L 530 j n-C11 to n-C22 Aromatic Hydrocarbons 390 ug/L 170 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons 450 I ug/L 170 j ' QC Surrogate Compounds Recovery QC Limits , i Fractionation: j 2-Fluorobiphenyl j _ 75 % 40-140 2-Bromonaphthalene 73 % 40-140% Extraction: j Chloro-octadecane _ 88 % 40- 140 j orth To e�rp eh nyl __ I _ 77 % 40-140% QA/QC Certification I ' 1. Were all QA/QC procedures required by the method followed? Yes i 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes i 3..Were any significant modifications made to the method,as specified in Section 11.3? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative ' I and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. i:LIhe agompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Extraction performed utilizing separatory funnel technique. Report Notations: BRL Indicates concentration, if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting it that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Project Narrative Project: Birmingham/13099-2533 Lab ID: 40130 ' Client: Bennett&O'Reilly, Inc. Received: 04-05-01 A. Physical Condition of Sample(s) This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. B. Project Documentation 7] i This project was accompanied by satisfactory Chain of Custody documentation, with the following ' amendment(s) or correction(s): 1. Sample 40130-01 for analysis by MA DEP Method for the Determination of Extractable Petroleum Hydrocarbons was filtered prior to analysis as is indicated on the Chain of Custody. C. Analysis of Sample(s) No analytical anomalies or non-conformances were noted by the laboratory during the processing of these sample(s). All data contained within this report are released without qualification. I I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 rr rw �r tr � r r■� r r r rr r r rr rr rr �r r rr 228 Main Street,P.O.Box 1200 GROUNDWATER Buzzards Bay,MA 02532 CHAIN-OF-CUSTODY RECORD ANALYTICAL Telephone(508)FAX(508)759-4475 �41 AND WORK ORDER RI_ 048161 Project Name: F ' TURNAROUND ANALYSIS REQUEST ��`` Volatile$ semlvolatlles Pea erh/PCes Metals Petroleum droaarhan Xoz. General Chemistry ether L gTANDARD(10 Business Days) Ee a ale Vol. - TP al. Waste Project Num r: Address- /^r'o� 6 PRIORITY(5 Business Days) 2 ! � -2533 1 O ""'' / ❑ RUSH(RAN- (Rush requires Rush Authorization Number) O ❑ ❑ 0 h 3 ❑ o a S mpler Name: Ci /State/Zip: o 1 Please FAX YES ❑NO A 3 FAX Number: Pfoja t Man er: lephone: BILLING o 0 0 0 0 o a o _ _Purchase Order No.: GWA Reference No.: v a INSTRUCTIONS:Use separate fde for each container(except replicates). - a €3 Sampling Matrix Type Contain Preservation nne ea o o ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ 0 0 a o ¢ - r 0 � LABORATORY $ a e � a d _ e e e m o o o SAMPLE a y NUMBER e _ :'e € o ❑ 0 - € or IDENTIFICATION W i g a a a - m (Lab USe Only) g < o = la u W A d ' :>z' .� O c ._ o W W S > > E E e E 5 E .e e o — o 3 - s 5 ❑ 0 ❑ o ❑ 0 0 0 ❑ ❑ ❑ ❑ ❑ 0 a o 0 ❑ ❑ 5 ❑ ❑ 01010 ❑ ❑ ❑ ❑ ❑ 0 0 ❑ 0 2'10 - Or REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD ppp(f_ Regulatory Program Project Specific QC NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. 1 I, ykl-A- kLL ❑Safe Drinking Water Act Many regulatory programs and EPA methods require project el' quishe Sampler: Date Time Re eived by: Receipt Temperature: r ►Vy ❑MA DEP Form specific QC.Project specific QC includes Sample Duplicates, /h/ r Q ❑NPDES/Clean Water Act Matrix Spikes,and/or Matrix Spike Duplicates.Laboratory OC is Zk (�-(� ,('F I p Specify State: not project specific unless prearranged.Project specific OC - CRA/Haz.Waste Char. samples are charged on a per sample basis.For water samples, Relinquished y: 61 ate Time Received by: VU Shipping/Airbill MA MCP 310 CMR 40 each MS,MSD and Sample Duplicate requires an additional .1 ,// '` Number: Reportable Concentrations sample aliquot. �• ✓1 7 5 0/ r Co clX�/� WCGW-1 ❑RCS-1 Project Specific OC Required Selection of OC Sample Relinquished by: bala, Time Re eived by La o atory: Custody Seal/ _ Cooler Serial ❑RCGW-2❑RCS-2 �{S U� 'So r / ❑Sample Duplicate ❑Selected by laboratory Number: ❑MA Dredge Disposal ❑Matrix Spike ❑Please use sample: ❑NH❑RI❑CT❑ME Method of Shipment: G A Courier❑Express Mail ❑Federa Expre s Specify Category: ❑Matrix Spike Duplicate ❑UPS ❑Hand❑ ii i GROUNDWATER ANALYTICAL ' Quality Assurance/Quality Control A. Program Overview' Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPS) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GUMS sequences, all sequences close with a continuing calibration standard. GUMS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. 7 B. Definitions Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. ' Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate ' steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of ' interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Sample Category: MA DEP EPH Method ' QC Batch ID: EP-0826-F Matrix: Water Units: ug/L CAS Number Analyte Spiked Measured•' Recovery QC Limits 111-84-2 n-Nonane(C9) 50 24 47% 40- 140 0/1 629-59-4 n-Tetradecane(C14) 50 34 68% 40-140 % 629-92-5 1 n-Nonadecane(C19) ; 50 41 82 % 40- 140 % 112-95-8 ; n-Eicosane(C20) 50 1 44 87% 40- 140% 1 630-02-4 I n-Octacosane(C28) 50 42 1 83 % 40-140 %- j QC Surrogate Compounds Recovery QC Limits Fractionation: 2-Fluorobiphenyl 86 % j _40-140 2-Bromonaphthalene' _ 74 % 40-140% 1� Extraction ! Chloro-octadecane _ i __— =87%_ 1 40140 ortho-Terphenyl i 3 % 40-140 % Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). ' Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: MA DEP EPH Method QC Batch ID: EP-0826-F Matrix: Water EPH Ranges " Concentration Units., Reporting Limit n-C9 to n-C18 Aliphatic Hydrocarbons' i BRL ug/L 500 n-C19 to n-C36 Aliphatic Hydrocarbons t j BRL ug/L _ 500 n-C11 to n-C22 Aromatic Hydrocarbons to BRL ug/L 160 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons t BRL ug/L 160 QC Surrogate Compounds Recovery QC Limits Fractionation: 2-Fluorobiphenyl 85 % 40- 140 2-Bromonaphthalene 56 % 40-140 % Extraction: Chloro_octadecane _ 90 % 40- 140 16 I ortho-Terphenyl 91 % 40-140 Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting it that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL ' Certifications and Approvals CONNECTICUT, Department of.Health Services, PH-0586 Potable Water,Wastewater/Trade Waste,Sewage/Effluent,and Soil pH,Conductivity,Acidify,Alkalinity,Hardness,Chloride,Fluoride,Ammonia,Kjeldahl Nitrogen,Nitrate,Nitrite,Orthophosphate,Total Dissolved Solids,Cyanide,Aluminum,Antimony,Arsenic,Barium,Beryllium,Cadmium,Total Chromium,Hexavalent Chromium,Cobalt,Copper,Iron,Lead, Magnesium,Manganese,Mercury,Molybdenum,Nickel,Potassium,Selenium,Silver,Sodium,Thallium,Tin,Titanium,Vanadium,Zinc,Purgeable Halocarbons,Purgeable Aromatics,Pesticides,PCBs,PCBs in Oil,Ethylene Dibromide,Phenols,Oil and Grease. MAINE, Department of Human Services, MA103 ' Drinking Water Reciprocal certification in accordance with Massachusetts certification for drinking water analytes. Waste Water Reciprocal certification in accordance with Massachusetts certification for waste water analytes. ' MASSACHUSETTS, Department of Environmental Protection, M-MA-103 Potable Water Antimony,Arsenic,Barium,Beryllium,Cadmium,Chromium,Copper,Lead,Mercury,Nickel,Selenium,Thallium,Nitrate-N,Nitrite-N,Fluoride, ' Sodium,Sulfate,Cyanide,Turbidity,Residual Free Chlorine,Calcium.Total Alkalinity,Total Dissolved Solids,pH,Trihalomethanes,Volatile Organic Compounds,1,2-Dibromoethane,1,2-Dibromo-3-chloropropane,Total Coliform,Fecal Coliform,Heterotrophic Plate Count,E-Coli Non-Potable Water Aluminum,Antimony,Arsenic,Beryllium,Cadmium,Chromium,Cobalt,Copper,Iron,Lead,Manganese,Mercury,Molybdenum,Nickel,Selenium, Silver,Strontium,Thallium,Titanium,Vanadium,Zinc,pH,Specific Conductance,Total Dissolved Solids,Total Hardness,Calcium,Magnesium, Sodium,Potassium,Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Kjeldahl-N,Orthophosphate,Total Phosphorus,Chemical Oxygen Demand,Biochemical Oxygen Demand,Total Cyanide,Non-Filterable Residue,Total Residual Chlorine,Oil and Grease,Total Phenolics, Volatile Halocarbons,Volatile Aromatics,Chlordane,Aldrin,Dieldrin,DOD,DDE,DDT,Heptachlor,Heptachlor Epoxide,Polychlorinated 1 Biphenyls(water),Polychlorinated Biphenyls(oil). MICHIGAN, Department of Environmental Quality Drinking Water Trihalomethanes,Regulated and Unregulated Volatile Organic Compounds by EPA Method 524.2;1,2-Dibromoethane,i,2-Dibromo-3- chloropropane by EPA Method 504.1 NEW HAMPSHIRE, Department of Environmental Services, 202798 Drinking Water Metals by Graphite Furnace,Metals by ICP,Mercury,Nitrite-N,Orthophosphate,Residual Free Chlorine,Turbidity,Total Filterable Residue,Calcium ' Hardness,pH,Alkalinity,Sodium,Sulfate,Total Cyanide,Insecticides,Herbicides,Base/Neutrals,Trihalomethanes,Volatile Organics,Vinyl Chloride,DBCP,EDB,Nitrate-N. Wastewater Metals by Graphite Furnace,Metals by ICP,Mercury,pH,Specific Conductivity,TDS,Total Hardness,Calcium,Magnesium,Sodium,Potassium, Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Orthophosphate,TKN,Total Phosphorus,COD,BOD,Non-Filterable Residue, Oil&Grease,Total Phenolics,Total Residual Chlorine,PCBs in Water,PCBs in Oil,Pesticides,Volatile Organics,Total Cyanide. RHODE ISLAND, Department of Health,54 ' Surface Water,Air,Wastewater, Potable Water,Sewage Chemistry: Organic and Inorganic 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Groundwater Analytical,Inc. GROUNDWATER P.O.Box 1200 ANALYTICAL Buzzards Main Street Buzzards Bay,MA 02532 ' Telephone(508)759-4441 FAX(508)759-4475 July 25, 2001 Ms. Kara Shumway Bennett & O'Reilly, Inc. P.O. Box 1667 Brewster, MA 02631 Project: Birmingham/B099-2533 Lab ID: 42762 Sampled: 07-1.0-01 Dear Kara: Enclosed are the Extractable Petroleum Hydrocarbons Analyses performed for the above referenced project. This project was processed for Standard Two Week turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a project narrative indicating project changes and non-conformances, a brief description of the Quality Assurance/Quality Control procedures employed by our laboratory, and a statement of our state certifications. attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, Jonathan R. Sanford President tJ RS/ah Enclosures 1 GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method 1 Extractable Petroleum Hydrocarbons by GGFID Field ID: MW-1 Laboratory ID: 42762-01 Project: Birmingham/B099-2533 QC Batch ID: EP-0887-F Client: Bennett&O'Reilly Sampled: 07-10-01 Container: 1 L Amber Glass Received: 07-11-01 Preservation: H2SO4/Cool Extracted: 07-19-01 Matrix: Aqueous Analyzed: 07-23-01 Dilution Factor: Aliphatic: 1 Aromatic: 1 EPH Ranges Concentration Units Reporting Limit n-C9 to n-C18 Aliphatic Hydrocarbons i BRL ug/L 530 ' n-C19 to n-C36 Aliphatic Hydrocarbons t BRL ug/L 530 i n-C11 to n-C22 Aromatic Hydrocarbons t° BRL i ug/L 170 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons' BRL ug/L 170 QC Surrogate Compounds Recovery QC'Limits ° o Fractionation: 2-Fluorobiphenyl _ 82 /o 40_ 140 /o 2=13romonaphthalene _ _ 81 %_ 40- 140 Extraction: —Chloro-octadecane _ _ 65 % _ _ 40= 140 ortho-Terphenyl _ 78 %- _ _40-140 % 'QA/QC Certification —� 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3: Were any significant modifications made to the method,as specified in Section 11.3? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative i and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. — The accom an in cover letter, project narrative and quality control report are considered part of this data report. The cco p-Y -g- ----- — — --- --- - - ----- — Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Extraction performed utilizing separatory funnel technique. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting it that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I GROUNDWATER ' ANALYTICAL Massachusetts DEP EPH Method 1 Extractable Petroleum Hydrocarbons by GGFID Field ID: MW-4 Laboratory ID: 42762-04 Project: Birmingham/B099-2533 QC Batch ID: EP-0887-F Client: Bennett&O'Reilly Sampled: 07-10-01 Container: 1 L Amber Glass Received: 07-11-01 Preservation: H2SO4/Cool Extracted: 07-19-01 Matrix: Aqueous Analyzed: 07-23-01 Dilution Factor: Aliphatic: 1 Aromatic: 1 EPH Ranges Concentration Units Reporting limit n-C9 to n-C18 Aliphatic Hydrocarbons t BRL j ug/L 500 _ n-C19 to n-C36 Aliphatic Hydrocarbons' BRL ug/L 500 n-C11 to n-C22 Aromatic Hydrocarbons'° BRL ug/L _ 160 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons t BRL ug/L 160 QC Surrogate Compounds Recovery QC Limits Fractionation: _2-Fluo_robiphenyl 85 % 40- 140% 2-Bromonaphthalene __86_% 40- 140 Extraction: Chloro-octadecane 5 4 % j 40- 140% _ ortho-Terphenyl _ 79 % 40- 140 �QA/QC Certification 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all perform an ce/accepta nce standards for the required QA/QC procedures achieved? Yes 3: Were any significant modifications made to the method,as specified in Section 11.3? No i Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. - T_he accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Extraction performed utilizing separatory funnel technique. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting it that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 i GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: MW-5 Laboratory ID: 42762-05 Project: Birmingham/B099-2533 QC Batch ID: EP-0887-F Client: Bennett&O'Reilly Sampled: 07-10-01 Container: 1 L Amber Glass Received: 07-11-01 Preservation: H2SO4/Cool Extracted: 07-19-01 Matrix: Aqueous Analyzed: 07-23-01 Dilution Factor: Aliphatic:1 Aromatic:1 EPH Ranges Concentration Units I Reporting Limit n-C9 to n-C18 Aliphatic Hydrocarbons' BRL ug/L 500 n-C19 to n-C36 Aliphatic Hydrocarbons t BRL j ug/L 500 n-C11 to n-C22 Aromatic Hydrocarbons" _ B_RL ug/L 160 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons BRL ug/L 160 j QC Surrogate Compounds Recovery QC Limits Fractionation: 2-Fluorobiphenyl _ 85 % 40- 140 % 2=Bromonaphthalene 7 1% 40- 140 % Extraction: Chloro-octadecane 67 % _ 40- 140 % ortho-Terphenyl 82 % 40- 140 % j 'QA/QC Certification ' 1. Were all QA/QC procedures required by the method followed? Yes i. 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3: Were any significant modifications made to the method,as specified in Section 11.3? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,_project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Extraction performed utilizing.separatory funnel technique. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting it that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I GROUNDWATER ANALYTICAL Project Narrative Project: Birmingham/13099-2533 Lab ID: 42762 ' Client: Bennett &O'Reilly Received: 07-10-01 A. Physical Condition of Sample(s) This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. B. Project Documentation This project was accompanied by satisfactory Chain of Custody documentation. The sample container label(s) agreed with the Chain of Custody. C1 Analysis of Sample(s) No analytical anomalies or non-conformances were noted by the laboratory during the processing of these sample(s). All data contained within this report are released without qualification. l 1 r i Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 l 228 Main Street,P.O.Box 1200 GROUNDWATER Buzzards Bay,MA 02532 CHAIN-OF-CUSTODY RECORD ANALYTICALTelephone(508)759-4441 AND WORK ORDER i\9, 052301 FAX(508)759-4475 PAoJrect Name: Firm: TURNAROUND ANALYSIS REQUEST Valalllea semlvolallles PesIIH Cas Metals Petroleum ero<erbon Nat. General Chamistry Other STANDARD(10 Business Days) Extract Ya xf. I. waste Pr ect Num r: Add re s: o c r )C�L� `�(� D/1 I ❑ PRIORITY(5 Business Days) o � s o a o f I 1,;- i ! 1 -vJ'3:3 T V �i C ❑ RUSH(RAN- ) '2 a §a n (Rush requires Rush Authorization Number) o o H Sampler Name: City/State/Zip: k Please FAX m v 6 C I FAX Number: O 1�•-- �c�4- ° Pr ject an ger: elephone: BILLING o o a o 0 0 0 o a e = .e o 1 �Ea Purchase Order No.: GWA Reference No.: o - 1111 INSTRUCTIONS:Use separafell line for each container(except replicates). %vl l- s N e s '� a ❑ 0 5 0 ❑ a a o n c c a i o ¢ Sampling ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑d W ❑ p g Matrix Type Contalner(s) Preservation rinerea _ _ e n _ _ o SAMPLE A ,, " LABORATORY G =" - _ o g " IDENTIFICATION '> �, a s g W NUMBER c m m < o 0 0 w w w > g 3 a 5€€ z 5 "_ - m (Lab Use Only) 5 a 5 'a _ - - o o a it 3 — E 8 S �S a € t'� i 4e2��� $ $ a 2 o a o a < o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - I 2;1 3 1 1 if z-aD 1- REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific GC NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. ❑Safe Drinking Water Act Many regulatory programs and EPA methods require project lfinquijhedby�. uishTIm pler: Date Time R Ived by: Receipt Temperature: ❑MA DEP Form gccc��� specific QC.Project specific CC includes Sample Duplicates, ❑NPDES/Clean Water Act Matrix Spikes,and/or Matrix Spike Duplicates.Laboratory oC is (,/71,(,1,��(,C (r�7 Specify State: not project specific unless prearranged.Project specific QC �❑�,`R.CRA/Haz.Waste Char. samples are charged on a per sample basis.For water samples, Da a Time Receiv y: Nulmbieng/Airbill p 11A MCP 310 CMR 40 each MS,MSD and Sample Duplicate requires an additional Jll/ pI i Re ortable Concentrations sample aliquot. r_ yc/ RCGW-1 ❑RCS-1 Relin ed b / e Time Re ived by Labm�fery: Custody Seal/ Project Specific OC Required Selection of OC Sample ❑RCGW-2 O RCS-2 P P Y laboratory L 0 S-,, P to u c t�_- NumbeCooler r; O Sample Duplicate ❑Selected b laborato / s ❑NH Dredge Disposal ❑Matrix Spike O Please use sample: ❑NH❑RI❑CT❑ME Method of Shipm_ WA Courier❑Express Mall ❑Federal Express Specify Category: ❑Matrix Spike Duplicate 10 UPS ❑Hand O GROUNDWATER ANALYTICAL Quality Assurance/Quality Control A. Program Overview Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US -EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPS) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GUMS sequences, all sequences close with a continuing calibration standard. GUMS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. B. Definitions Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or ' expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Sample Category: MA DEP EPH Method QC Batch ID: EP-0887-F Matrix: Water Units: ug/L CAS Number Analyte Spiked Measured Recovery QC Limits 111-84-2 n-Nonane(C9) 50 28 ; 57% 40- 140 % 629-59-4 n-Tetradecane(C14) 50 33 66% 40- 140 629-92-5 n-Nonadecane(C19) 50 i 36 72 % 40- 140 112-95-8 n-Eicosane(C20) 50 36 72 % 40-140 630-02-4 n-Octacosane(C28) 50 34 67% 40- 140 91-20-3 Naphthalene 50 35 71 % 40- 140 83-32-9 Acenaphthene 50 39 78 % _40-140 % QC Surrogate Compounds Recovery QC Limits Fractionation: _2-Fluorobiphenyl --- 84 % — 40- 140 %°—_— _ 2-Bromonaphthalene 82 % 40- 140 Extraction: Chloro-octadecane 73 % 40- 140 % ortho-Terphenyl ----- --_87 % -- _- _40- 140% ___-- Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: MA DEP EPH Method QC Batch I D: EP-0887-F Matrix: Water EPH Ranges Concentration Units Reporting Limit' n-C9 to n-C18 Aliphatic Hydrocarbons' BRL j ug/L 500 n-C19 to n-C36 Aliphatic Hydrocarbons f BRL ug/L 500 n-C11 to n-C22 Aromatic Hydrocarbons"' BRL i ug/L 160 I Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons' BRL ug/L 160 CAS Number Target Analytes Concentration Units Reporting limit �.� 91-20-3 Naphthalene BRL I ug/L 10 91-57-6 2-Methyl naphthalene BRL ug/L 5 85-01-8 Phenanthrene __ BRL i ug/L 10 83-32-9 Acenaphthene BRL ug/L 10 QC Surrogate Compounds Recovery QC Limits Fractionation: 2-Fluorobiphenyl 81 % 40- 140 2-Bromonaphthalene_ _ _ _ 81 % _ _ _ 40- 140 Extraction: Chloro-octadecane 70 % _ j_ 40-140 % ortho-Terphenyl _ 84 % _ , 40- 140% ' Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP 119981. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting it that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. i Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 i � GROUNDWATER ' ANALYTICAL ' Certifications and Approvals ' CONNECTICUT, Department of Health Services, PH-0586 Potable Water,Wastewater/Trade Waste,Sewage/Effluent,and Soil pH,Conductivity,Acidity,Alkalinity,Hardness,Chloride,Fluoride,Ammonia,Kjeldahl Nitrogen,Nitrate,Nitrite,Orthophosphate,Total Dissolved ' Solids,Cyanide,Aluminum,Antimony,Arsenic,Barium,Beryllium,Cadmium,Total Chromium,Hexavalent Chromium,Cobalt,Copper,Iron,Lead, Magnesium,Manganese,Mercury,Molybdenum,Nickel,Potassium,Selenium,Silver,Sodium,Thallium,Tin,Titanium,Vanadium,Zinc,Purgeable Halocarbons,Purgeable Aromatics,Pesticides,PCBs,PCBs in Oil,Ethylene Dibromide,Phenols,Oil and Grease. MAINE, Department of Human Services, MA103 Drinking Water Reciprocal certification in accordance with Massachusetts certification for drinking water analytes. ' Waste Water Reciprocal certification in accordance with Massachusetts certification for waste water analytes. ' MASSACHUSETTS, Department of Environmental Protection, M-MA-103 Potable Water Antimony,Arsenic,Barium,Beryllium,Cadmium,Chromium,Copper,Lead,Mercury,Nickel,Selenium,Thallium,Nitrate-N,Nitrite-N,Fluoride, ' Sodium,Sulfate,Cyanide,Turbidity,Residual Free Chlorine,Calcium,Total Alkalinity,Total Dissolved Solids,pH,Trihalomethanes,Volatile Organic Compounds, 1,2-Dibromoethane, 1,2-Dibromo-3chloropropane,Total Coliform,Fecal Coliform,Heterotrophic Plate Count,E-Coli Non-Potable Water ' Aluminum,Antimony,Arsenic,Beryllium,Cadmium,Chromium,Cobalt,Copper,Iron,Lead,Manganese,Mercury,Molybdenum,Nickel,Selenium, Silver,Strontium,Thallium,Titanium,Vanadium,Zinc,pH,Specific Conductance,Total Dissolved Solids,Total Hardness,Calcium,Magnesium, Sodium,Potassium,Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Kjeldahl-N,Orthophosphate,Total Phosphorus,Chemical Oxygen Demand,Biochemical Oxygen Demand,Total Cyanide,Non-Filterable Residue,Total Residual Chlorine,Oil and Grease,Total Phenolics, Volatile Halocarbons,Volatile Aromatics,Chlordane,Aldrin,Dieldrin,DDD,DDE,DDT,Heptachlor,Heptachlor Epoxide,Polychlorinated ' Biphenyls(water),Polychlorinated Biphenyls(oil). MICHIGAN, Department of Environmental Quality ' Drinking Water Trihalomethanes,Regulated and Unregulated Volatile Organic Compounds by EPA Method 524.2;1,2-Dibromoethane,1,2-Dibromo-3- chloropropane by EPA Method 504.1 ' NEW HAMPSHIRE, Department of Environmental Services, 202798 Drinking Water ' Metals by Graphite Furnace,Metals by ICP,Mercury,Nitrite-N,Orthophosphate,Residual Free Chlorine,Turbidity,Total Filterable Residue,Calcium Hardness,pH,Alkalinity,Sodium,Sulfate,Total Cyanide,Insecticides,Herbicides,Base/Neutrals,Trihalomethanes,Volatile Organics,Vinyl Chloride,DBCP,EDB,Nitrate-N. Wastewater ' Metals by Graphite Furnace,Metals by ICP,Mercury,pH,Specific Conductivity,TDS,Total Hardness,Calcium,Magnesium,Sodium,Potassium, Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Orthophosphate,TKN,Total Phosphorus,COD,BOD,Non-Filterable Residue, Oil&Grease,Total Phenolics,Total Residual Chlorine,PCBs in Water,PCBs in Oil,Pesticides,Volatile Organics,Total Cyanide. ' RHODE ISLAND, Department of Health, 54 Surface Water,Air,Wastewater, Potable Water,Sewage ' Chemistry: Organic and Inorganic ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 - ` Groundwater Analytical,Inc. SR13UN13WATER P o.Box 1200 ANALYTICAL Buzzards Main Street Buzzards Bay,MA 02532 ' r Telephone(508)759-4441 FAX(508)759-4475 August 1, 2001 Ms. Kara Shumway Bennett & O'Reilly, Inc. ' P.O. Box 1667 Brewster, MA 02631 ' Project: Birmingham/B099-2533 Lab I D: 43118 Sampled: 07-10-01 Dear Kara: Enclosed are the Extractable Petroleum Hydrocarbons Analyses performed for the above referenced ' project. This project was processed for Priority One Week turnaround. ' This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a project narrative indicating project changes and non-conformances, a brief description of the Quality Assurance/Quality Control procedures employed by our laboratory, ' and a statement of our state certifications. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. ' Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, ' Jonathan R. Sanford President ' J RS/ah Enclosures I I GROUNDWATER ' ANALYTICAL Massachusetts DEP EPH Method ' Extractable Petroleum Hydrocarbons by GC/FID Field ID: MW-2 Laboratory ID: 43118-01 ' Project: Birmingham/B099-2533 QC Batch ID: EP-0890-F Client: Bennett&O'Reilly Sampled: 07-10-01 Container: 1 L Amber Glass Received: 07-11-01 Preservation: H2SO4/Cool Extracted: 07-26-01 Matrix: Aqueous Analyzed: 07-27-01 Dilution Factor: Aliphatic: 1 Aromatic:1 EPH Ranges Concentration Units Reporting Limit ' n-C9 to n-C18 Aliphatic Hydrocarbons— BRL ug/L 520 — n-C19 to n-C36 Aliphatic Hydrocarbons BRL ug/L 520 n-C11 to n-C22 Aromatic Hydrocarbons"' _ BRL ug/L 170 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons t BRL ug/L 170 ' QC Surrogate Compounds Recovery QC Limits Fractionation: 2-Fluorobiphenyl 83 % _ __ 40-140 _ ,2--Bromonaphthalene _ 75 % _ 40- 140 % — ' Extraction: _Chloro-octadecane__ ___-____—75_% _ 40-_140 % ortho-Ter hen I 76 % — 40- 140 % _- -- - _--- IQA/QC Certification _ ' 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes i 3: Were any significant modifications made to the method,as specified in Section 11.3? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release,of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Extraction performed ' utilizing separatory funnel technique. Report Notations: BRL Indicates concentration,if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting it that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. I I Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532 f GROUNDWATER 1 ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GGFID Field ID: MW-3 Laboratory ID: 43118-02 ' Project: Birmingham/B099-2533 QC Batch ID: EP-0890-F Client: Bennett&O'Reilly Sampled: 07-10-01 Container: 1 L Amber Glass Received: 07-11-01 Preservation: H2SO4/Cool Extracted: 07-26-01 ' Matrix: Aqueous Analyzed: 07-28-01 Dilution Factor: Aliphatic:1 Aromatic: 1 EPH Ranges Concentration Units I Reporting Limit n-C9 to n-C18 Aliphatic Hydrocarbons t BRL ug/L 500 n-C19 to n-C36 Aliphatic Hydrocarbons t BRL ug/L 500 n-C11 to n-C22 Aromatic Hydrocarbons t° 380 ug/L 160 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons t 440 ug/L 160 ' QC Surrogate Compounds Recovery QC Limits Fractionation: 2-Fluorobiphenyl _ 84 % 40- 140 % _ j 2=Bromonaphthalene 75 % 40- 140 % j ' Extraction: Chloro-octadecane_ _ 73 % 40-140 % ortho-Terphenyl 78 % _ 40- 140 QA/QC Certification - ' 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3: Were any significant modifications made to the method,as specified in Section 11.3? No Method non conformances indicated above are detailed below on this data report,or in the accompanying project narrative ' and project quality control report. Release of this data is authorized by the accompanying signed project cover letter.— - The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Extraction performed ' utilizing separatory funnel technique. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. ' t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting it that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyze concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Project Narrative Project: Birmingham/13099-2533 Lab ID: 43118 ' Client: Bennett&O'Reilly Received: 07-11-01 A. Physical Condition of Sample(s) This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. B. Project Documentation This project was accompanied by satisfactory Chain of Custody documentation, with the following ' amendment(s) or correction(s): 1. Project 43118 was processed for Priority One Week turnaround due 08-01-01 per Kara Shumway, 07-25-01. ' 2. Sample 43118-01 and —02 were analyzed by MA DEP Method for the Determination of Extractable Petroleum Hydrocarbons, Carbon ranges only, and were filtered prior to extraction per Kara Shumway, 07-25-01. ' 3. Samples 43118-01 and —02 were analyzed outside of the recommended holding time, per Kara Shumway, 07-25-01. 4. Samples 42672-02 and —03 were reassigned laboratory numbers 43118-01 and-02. C. Analysis of Sample(s) note d b the laborato during the processing of these were laboratory g No analytical anomalies or non-conformancesY Y without qualification. samples). All data contained within this report are releasedq ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER228 Main Street,P.O.Box 1200 Buzzards Bay,MAt)2532 CHAIN-OF-CUSTODY RECORD ANALYTICAL Telephone(508)759-4441 AND WORK ORDER N2 092301 FAX(508)759-4475 P,A,oject Name: Firm: �'I. • TURNAROUND ANALYSIS REQUEST LI ' Ltd'-t l Z O volallles semivnlallles Pesl/HeraryCes I Metals Pev.1—H d,e hen war- General Chemistry other STANDARD(10 Business Days) Eairauaele um Ext. PN umII.r waste P4ectCNuu�m r• jAAddre s: ❑PRIORITY(5 Business Days) (•'r�� / 1 UFi3" T I O RUSH(RAN- ) 2 9 " E o a ys oo s(Rush requires Rush Authorization Number) ❑ ❑ _ Sampler Name: City/State/Zip: = _ Please FAX YE ❑ NO s - )�:1 j 1Gj Ji'-c- OGW FAX Number:._ O 1�'�tf(Ctl- e m - rgject anager: Telephone: BILLING `s o ❑ o ❑ o ❑ ❑ o Purchase Order No.: GWA Reference No.: ° x NSTRUCTIONS:Use separalW line for each container(except replicates). 1 1 (�-� �5 £ m s o s 2 " s m = _ : o ❑_ sampling Matrix T e Container s 3 e $ a o Yp ( ) Preservation Filtered ❑ o ❑ ❑ ❑ ❑ a o a a a o o SAMPLE ° 'x LABORATORY W _ e - ❑ A ❑ ° 5 s IDENTIFICATION >_ 5 _ w E NUMBER w 8 _ u = - o - ae x U o ° o ° a a a s z (Lab Use Only) d '� m E m - s ' - _ o r ° ' F "' qq g 3 3 5 5 a 5 a - 5 E 5 a - - s o _ - rC — r ❑s g � Y is s - E - o r- S R a m 2 m - f 9 - 3 8 -3 tY (a c�- m m C) a a� /' oo ❑'T �o a �o ❑ ❑ ❑ o 0 0 ❑ ❑ 0 0 ❑ � o 0 0 ❑ o a o 0 0 o a t 21,1 ) i aM III z:rp ;1 REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific GIC NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. * O Safe Drinking Water Act O MA DEP Form Many regulatory programs and EPA methods require project Re' quished ampler: Date Time R ived by: Receipt Temperature: specific OC.Project specific OC includes Sample Duplicates, O NPOES/Clean Water Act Matrix Spikes,and/or Matrix Spike Duplicates.Laboratory OC Is [�/r•(,l)(,(,L 'I�J l j'(�� 7 �- to �( Specify State:_ not project specific unless prearranged.Project specific QC O RCRA/Haz.Waste Char. samples are charged on a per sample basis.For water samples, Relinquished Date Time Receiv y: Shipping/Airbill �,�`. each MS,MSD and Sample Duplicate requires an additional 7 Number: p(IVIA MCP(310 CMR 40) P P eq �'(/ t .c i Re ortable Concentrations sample aliquot. /�j y.��' ,r w- e_. ,.i RCGW-1 O RCS-1 Project Specific OC Required Selection of OC Sample Relin ' ad b .% ,.p to Time Rea6ived by Labang4ry: Custody Seal/ O RCGW-2 O RCS-2 ❑ Sample Sam le Duplicate ❑Seled etl by laboato ry / �c Cooler S erial O Dredge Disposal r h Number: ONHORI❑CTOME O Matrix Spike O Please use sample Metod of Shipme_ WA Courier O Express Mail O Fed al Express Specify Category: El Matrix Spike Duplicate ❑UPS O Hand ❑ GROUNDWATER ' ANALYTICAL ' Quality Assurance/Quality Control A. Program Overview Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high ' quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update 111 (1996). ' Quality Control protocols include written Standard Operating Procedures (SOPS) developed for each analytical method. SOPs are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented t for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. ' All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GUMS sequences, all sequences close with a continuing calibration standard. GUMS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation ' batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. B. Definitions ' Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or ' expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate ' steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally .found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. tGroundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL ' Quality Control Report Laboratory Control Sample Category: MA DEP EPH Method ' QC Batch ID: EP-0890-F Matrix: Water Units: ug/L ' ; CAS Number Analyte ( Spiked Measured Recovery QC Limits. 111-84-2 n-Nonane(C9) 50 28 56% 40- 140 629-594 n-Tetradecane(C14) 50 47 f 94% 40- 140 % { ' 629-92-5 n-Nonadecane(C19) 50 46 — 92 % — 40- 140 112-95-8 n-Eicosane(C20) 50 48 95 % 40- 140 630-02-4 n-Octacosane(C28) 50 34 i 67%—_40- 140 ' QC Surrogate Compounds j Recovery QC Limits Fractionation: _2-Fluorobiphenyl _ 102 % —_ 40- 140 % ___--- 2-Bromonaphthalene 109 % 40- 140 ' Extractio n: Chloro-octadecane — --77 % — — 40- 140 %-- -_ ortho-Terphenyl 111 % 40- 140 Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA.DEP(1998). ' Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL ' Quality Control Report Method Blank Category: MA DEP EPH Method ' QC Batch ID: EP-0890-F Matrix: Water EPH Ranges Concentration Units Reporting Limit ' I n C9 to n-C18 Aliphatic Hydrocarbons BRL ug/L j 500 n-C19 to n-C36 Aliphatic Hydrocarbons' BRL ug/L ; 500 i n-C11 to n-C22 Aromatic Hydrocarbons t° BRL ug/L 160 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons' _ BRL i ug/L 160 QC Surrogate Compounds Recovery QC Limits Fractionation: 2-Fluorobiphenyl 86 % 40- 140 ' 2-Bromonaphthalene 87 % 40_140 %a Extraction: Chloro-octadecane 83 % 40-140 % _ ortho-Terphenyl _ 100 % _ 40 140 % tMethod Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. ' Reporting limits are adjusted for sample dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting it that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. III Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL ' Certifications and Approvals ' CONNECTICUT, Department of Health Services, PH_0586 Potable Water,Wastewater/Trade Waste,Sewage/Effluent,and Soil pH,Conductivity,Acidity,Alkalinity,Hardness,Chloride,Fluoride,Ammonia,Kjeldahl Nitrogen,Nitrate,Nitrite,Orthophosphate,Total Dissolved Solids,Cyanide,Aluminum,Antimony,Arsenic,Barium,Beryllium,Cadmium,Total Chromium,Hexavalent Chromium,Cobalt,Copper,Iron,Lead, Magnesium,Manganese,Mercury,Molybdenum,Nickel,Potassium,Selenium,Silver,Sodium,Thallium,Tin,Titanium,Vanadium,Zinc,Purgeable Halocarbons,Purgeable Aromatics,Pesticides,PCBs,PCBs in Oil,Ethylene Dibromide,Phenols,Oil and Grease. MAINE, Department of Human Services, MA103 Drinking Water Reciprocal certification in accordance with Massachusetts certification for drinking water analytes. Waste Water Reciprocal certification in accordance with Massachusetts certification for waste water analytes. MASSACHUSETTS, Department of Environmental Protection, M-MA-103 Potable Water Antimony,Arsenic,Barium,Beryllium,Cadmium,Chromium,Copper,Lead,Mercury,Nickel,Selenium,Thallium,Nitrate-N,Nitrite-N,Fluoride, Sodium,Sulfate,Cyanide,Turbidity,Residual Free Chlorine,Calcium,Total Alkalinity,Total Dissolved Solids,pH,Trihalomethanes,Volatile Organic Compounds,1,2-Dibromoethane,1,2-Dibromo-3-chloropropane,Total Coliform,Fecal Coliform,Heterotrophic Plate Count,E-Coli Non-Potable Water Aluminum,Antimony,Arsenic,Beryllium,Cadmium,Chromium,Cobalt,Copper,Iron,Lead,Manganese,Mercury,Molybdenum,Nickel,Selenium, Silver,Strontium,Thallium,Titanium,Vanadium,Zinc,pH,Specific Conductance.Total Dissolved Solids,Total Hardness,Calcium,Magnesium, Sodium,Potassium,Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Kjeldahl-N,Orthophosphate,Total Phosphorus,Chemical Oxygen Demand,Biochemical Oxygen Demand,Total Cyanide,Non-Filterable Residue,Total Residual Chlorine,Oil and Grease,Total Phenolics, Volatile Halocarbons,volatile Aromatics,Chlordane,Aldrin,Dieldrin,DDD,DDE,DDT,Heptachlor,Heptachlor Epoxide,Polychlorinated ' Biphenyls(water),Polychlorinated Biphenyls(oil). — MICHIGAN, Department of Environmental Quality ' Drinking Water Trihalomethanes,Regulated and Unregulated Volatile Organic Compounds by EPA Method 524.2;1,2-Dibromoethane,1,2-Dibromo-3- chloropropane by EPA Method 504.1 NEW HAMPSHIRE, Department of Environmental Services, 202798 Drinking Water ' Metals by Graphite Furnace,Metals by ICP,Mercury,Nitrite-N,Orthophosphate,Residual Free Chlorine,Turbidity,Total Filterable Residue,Calcium Hardness,pH,Alkalinity,Sodium,Sulfate,Total Cyanide,Insecticides,Herbicides,Base/Neutrals,Trihalomethanes,Volatile Organics,Vinyl Chloride,DBCP,EDB,Nitrate-N. Wastewater ' Metals by Graphite Furnace,Metals by ICP,Mercury;pH,Specific Conductivity,TDS,Total Hardness,Calcium,Magnesium,Sodium,Potassium, Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Orthophosphate,TKN,Total Phosphorus,COD,BOD,Non-Filterable Residue, Oil&Grease,Total Phenolics,Total Residual Chlorine,PCBs in Water,PCBs in Oil,Pesticides,Volatile Organics,Total Cyanide. RHODE ISLAND, Department of Health, 54 Surface Water,Air,Wastewater,Potable Water,Sewage ' Chemistry: Organic and Inorganic ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I . � APPENDIX F 1 1 1 1 1 1 1 1 1 1 1 I 1BENNETT AT 'REILLY Inc. Engineering, Environmental & Surveying Services 1573 Main Street ' Sanitary 21E/Site Remediation Property Line O PO Box 1667 Site Development Hydrogeologic Survey Subdivision ® Brewster,MA 02631 ' Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax QUALITY ASSURANCE & QUALITY CONTROL PROGR AM RAM ' Quality Assurance & Quality Control Program For Soil and Groundwater Sampling ' INTRODUCTION The Quality Assurance & Quality Control (QA/QC) Program outlines the purpose, policies, ' organization and operations to support sampling work conducted by BENNETT&O'REILLY,INC.. The procedures and protocal represented herein are consistent with the MA DEP "Standard References for Monitor Wells" [WSC-310-91], and the recommendations of a MA certified laboratory. Implementation of this program will help to ensure the validity of data used to provide professional engineering and environmental opinions to clients., The following definitions are used in the QA/QC Program: Quality Assurance refers to the concepts used in defining a system for verifying and ' maintaining a desired level of quality in a product or process. Quality Control is a specific,step-by-step description of how the Quality Assurance Program ' vrill be carried out. This QA/QC Program guides field sampling activities. Project specific QA/QC Programs are adopted when warranted. Modifications to the QA/QC Program may be made only after specific approval by the QA/QC Officer(Project Manager). 1 1 t The specific objectives of the QA/Q C Program are to: �' ' 1. specify the level of quality of each field procedure used in collecting samples; 2. identify deficiencies in field procedures which might affect the quality of data; and ' 3. require sufficient documentation to verifythe credibility ty of the sampling methods employed. ' PROGRAM ORGANIZ ATION AND RESPONSIBILITY ' The Project Manager of BENNETT & O'REILLY, INC., is responsible for the quality of work produced. The Project Manger directs the.QA/QC Program to document the control of field efforts ' and resulting data. In this capacity, the Project Manager is expected to do the following: 1. prepare detailed QC Pl l ans; ' 2. obtain analytical and sampling procedures reference materials; 3. ensure that all field test and measurement equipment is maintained and calibrated properly; 4. monitor quality assurance activities to ensure conformance with authorized policies, procedures, and sound practices, and recommend improvements as necessary, 5. ensure that all field sampling is conducted in accordance with guidelines contained ' herein, ' 6. oversee all field sampling efforts to detect conditions which might directly or indirectly jeopardize the utility of resulting analytical data, such as improper calibration of equipment or cross-contamination through improper storage of ' samples; 7. ensure that sample handling procedures are adequate for the sample types received; ' 8. inspect the quality of purchased sampling materials. 2 SAMPLE MANAGEMENT, COLLECTION,AND PREPARATION Introduction ' Sample management and stringent documentation are essential for successful quality assurance. The procedures in this section are designed to ensure collection of samples which truly represent the matrix being sampled by eliminating trace levels of contaminants from external sources. Sample Management P g ' The management of samples, up to the point of delivery to the laboratory for analysis, is under the supervision of the Project Manager,who shall ensure that samples are collected,labeled,preserved, stored, and transported according to the prescribed methods. If significant deviations from the sampling protocol occur, resulting in a suspected compromise of the sample integrity, all samples collected during the sampling effort prior to correction of the procedure will be discarded and fresh ' samples collected. Sample Collection Groundwater Monitoring wells will be sampled in accordance with the following sampling procedures: 1. Identify the well and record the well number on the g sam li groundwater n record an g sampling an Monitoring Well Sampling Log (attached). ' 2. Open the well capand measure total organic volatile TOV S ( ) concentrations at the wellhead with the use of a portable photoionization detector. Record levels detected. ' 3. Measure groundwater leve l to the nearest 0.41 foot from the top of the well casing ' using a water level indicator. Record water level on a Monitoring Well Sampling Log (attached). Water level indicators will be decontaminated between wells. ' 4. The volume of standing water in the well casing will be calculated and recorded on the Monitoring Well Sampling Log. At least three well volumes will be purged either by pump or disposable bailer. Newly installed monitoring wells will be ' developed by purging at least ten volumes. Purging of wells will be complete when either dissolved oxygen, pH, conductivity or temperature has stabilized relative to previous sampling rounds. Once the purging is complete,wells will be screened for each of the above parameters and recorded on the Sampling Log . 5. Samples will be collected using either a disposable bailers or pump. Samples will ' be transferred into appropriately sterilized/preserved containers, taking care to minimize agitation of the sample [Refer to attached "Recommended Sample Containers..." Groundwater Analytical]. 3 6. Sample containers will be properly labeled with tags provided by the laboratory. Samples will be logged in on a chain-of-custody form. 7. Samples taken for precipitate metal analysis will be acidified to a pH of less than 2.0 ' in the field. When sampling water for volatile compounds, care must be exercised to prevent loss of ' compound through evaporation, and to control susceptibility to outside contamination. Precautionary measures include: ' 1. avoiding engine exhaust,gasoline containers,degreasing solvents,solvent-laden rags and non-compatible decontamination agents; ' 2. sampling bottles will only be opened at the time of sampling and quickly closed after collecting the sample,preventing aeration of the sample with the atmosphere or any ' other gas; 3. slowly filling bottles to capacity with sample and securing cap without entraining air ' bubbles; 4. inverting the bottle while tapping lightly to check for air bubbles; 5. addingadditional sample to eliminate air bubbles if resent repeating P p steps 3 and 4; 6. placing samples on ice (approximately 4°C) immediately after collection in a dark, dry location; ' 7. segregating samples with a secondary barrier such as zip-lock bags, etc.; and 8. analyzing sample as soon as possible within the specific holding times after collection. ' Pump tubing will be decontaminated as follows: 1. Pump non-phosphate detergent solution through system for two minutes. 2. Pump clean hot tap water through system for two minutes or until clear, whichever is longer. 3. Pump analyte-free water through system for two minutes. ' 4. Seal tubing ends; wrap and label with date of cleaning. I 4 1 1 Soils ' When collecting and screening soil samples, the procedures to be used are: 1. Prior to sampling surficial locations,surface vegetation,rocks,leaves,and debris will ' be cleared from the sample point to allow collection of a clean soil sample. If surficial soil samples are to be collected,a hand trowel or shovel and spatula will be used. The sampling equipment will be decontaminated as outlined below. ' 2. Boring samples will be collected via drilling rig-operated spoon split s procedures. P P Soil samples collected from excavations or test pits will be collected directly with an 1 auger (if necessary) from grade to approximately four feet below grade. Samples collected at deeper depths will be obtained directly from the bucket of the backhoe. A stainless steel spatula will be used to remove soil from the backhoe bucket for placement in the appropriate sample containers. 3. -Soil samples collected for TOV screening will be placed in glass soil jars with ' aluminum foil placed under the screw cap. Samples will be allowed to warm to ambient temperature before screening or will be screened in a heated vehicle after warming. The jar will be shaken for fifteen seconds prior to warming and after warming to ensure proper headspace development. Total organic vapors will be measured via a portable photoionization detector (PID) and their concentration ' recorded either on a Geological Borehole Log or field log. 4. Soil samples will be stored and shipped in appropriate sealed containers. ' 5. Sample containers will be marked to indicate sampling date, time location and P g , depth. Samples will be logged in on chain-of-custody forms (copy attached). ' 6. The strati rah of each soil boring and test it excavation and the g P Y g p construction of each monitoring well will be recorded by the on-site geologist on the appropriate ' Geologic Borehole Log or test pit field log (copies attached). When sampling soils for volatile compounds, care must be exercised to prevent loss of compound ' and to control susceptibility to outside contamination. Precautionary measures include: ' 1. avoiding engine exhaust,gasoline containers,degreasing solvents,solvent-laden rags and non-compatible decontamination agents; ' 2. opening sampling bottles only at the time of sampling and quickly closing after collecting the sample; ' 3. placing samples on ice(approximately 4° Q immediately after collection in a dark, dry location; I 5 4. segregating samples with a secondary barrier such as zip-lock bags, etc.; and ' 5. analyzing sample as soon as possible within the specific holding ------- P p mg times after collection. ' Soil sampling equipment (shovel, auger, etc.) will be decontaminated between each sampling location with a potable water rinse, alconox soap wash, and a final potable water rinse. ' Drilling and excavating apparatus (augers, rods, casing, core barrels backhoe bucket, other equipment coming in contact with the borehole or excavation)will be decontaminated between each boring and excavation via steam cleaning. If necessary, an alconox soap wash followed by a steam cleaning will be included. Sample Preservation ' To prevent or retard the degradation/modification of chemicals in samples during transit and storage, the samples will be refrigerated at or below 4° C in appropriately preserved containers. Samples will be delivered to the laboratory by courier or by overnight delivery service. DATA MANAGEMENT Logging of Samples The accountability of a sample begins when the sample is taken from its natural environment. ' Sample handling (chain-of-custody) records must be completed at the time of sampling. The following chain-of-custody procedure must be implemented by the Field Team Leader to assure sample integrity. ' 1. The samples are under custody of the Field Team Leader if- a. y ' a. they are in his (or her)possession; ' b. they are in view after being in possession: c. they are locked up or sealed securely to prevent tampering; or, ' d. they are in a designated secure area. 2.- The"original'of the sample handling form must accompany the samples at all times after collection. A copy of the sample handling form is kept by the Field Team Leader. 3. When samples are transferred in possession, the individuals relinquishing and receiving will sign, date, and note the time on the form. 6 ' The Sampling Handling Record will contain information to distinguish each sample from any other sample. This information will include: 1. the project for which sampling is being conducted; 2. the matrix being samples (air, groundwater, soil, etc.); ' 3. the sampling date and time; ' 4. field sample identification number and chain-of-custody identification number; 1 5. the number and type of containers and the type of preservative used (if any); and, 6. signature of the person performing the sampling. ' Each sample will be assigned a unique identification number, which will be marked on the sample container. The sample handling record will be forwarded to the laboratory with the samples. As a precaution against this record being lost or altered,the sampling personnel will retain a copy of the ' sampling handling record documenting all information up until the first change of sample custody. This record will be filed by the Project Manager. Sample Identification Numbers ' Reporting of date to the data management system will require the assignment of a unique identification number to each sample collected (including quality control samples). A record will be maintained by the Project Manager to associate the field sample with the various identification ' numbers used to analyze the field sample. Specific sample identification procedures are developed for each field sampling effort by the Project Manager. FORM SAMPLES ' I BENNETT & O'REILLY Inc. 1573 Main Street,P.O. Box 1667 Brewster,MA 02631 Engineering and Environmental Services (508) 896-6630 1 MONITOR WELL SAMPLING LOG CLIENT DATE(S) LOCATION JOB # ' MEASURING POINT SAMPLER GROUNDSURFACE OR T.O.C. ' Well Elev. of... Total Depth to Standing Water Static Volume HNU Co=ents Number reference Depth of Water Water Table Volume Purged PI-101 point Well (Feet) Height Elevation (gallons) (gallons) (ppm) (feet) (feet) (feet) (feet) NOTES: i t 1573 Main Street P.O. Box 1667 BENNETT & OREILLY, Inc. Brewster, MA 02631 ' Engineering and Environmental Services (508) 896-6630 ' MONFOR WELL SAMPLING LOG RESPIRATION ANALYSIS CLIENT DATE(S) LOCATION JOB # ' SAMPLER Well Total Approx. Standing Length of HNU Methane Oxygen Carbon Comments: Number Depth of,.-- Depth to Water screen PI-101 (%CH,) (%O_� Dioxide Well Water Height above (ppm) (%CO3 (feet) (feet) (feet) SWL I NOTES: i_ i BENNETT & ® REILLY, Inc. Sheet of ' 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax Brewster, MA 02631 ' Job Number: Date: Time: Test Hole Number: Job Name: ' Witness: Casing I. D.: Ground Elevation: Reference Elevation (TOC): Falling Head ❑ Rising Head ❑ Aquifer Saturation Thickness (If Confined): Depth of Boring(A): ' Well Screen Length (L): Length of Test Section(L): Depth of Groundwater Table (H): Depth of Top of Test Section (B): ' Type of Material in Test Zone: Notes: ' 2r TIME ELAPSED WATER ACTIVE (sec.) TIME (sec.) h/Ho DEPTH(x) HEAD(h) T F 1 I H �; X B : STATIC 77 �ha szv c F r L ` —i 2R I— h= H-X(falling head) ' or h =X-H (rising head) ' Ho= H-Xo (falling head) or Ho=Xo-H (rising head) Xo=X at t=0 ' A, B, H&L are defined above. Job Nam_ : 1Job Number Date: Location: Weather: Witness: Start Date:_ _ Pump& low Rate Location: TOC: Location: TOC: Location: TOC: NOTES: Time Time Depth to Water Static Water Lv. Draw Down Depth to Water Static Water Lv. Draw Down Depth to Water Static Water Lv. Draw Down pH/Cond./Temp. (sec). 0 1 2 — - 3 — — 4. -- -- 5 7 — — - 8 _ 9 15 30 (sec.) 45 (min) 1 2 _ 3 4 -- — 5 6 —_ 7 — 8 - - 9 - _ 10 _ 20 _ _ 30 _ 40 _ 50 60 70 — 80 90 100 _ 190 _ 280 _ - 370 460 550 640 730 820 910 1000 BENNETT & O REILLY, Inc. Sheet of ' 1573 Main Street 508-896-6630 PO Box 166.7 508-896-4687 Fax Brewster, MA 02631 Sieve Analysis Data and Computation Sheet ' Job Number: Date: Job Name: Sample Number: ' Sample Collected By: Sample Tested By: Notes SIEVE WEIGHT PERCENT CUMULATIVE PROJECT OPENING SIEVE RETAINED RETAINED PERCENT MANUAL MILLI- MESH IN GRAMS (Cumulative) FINER SPECIFICATION METERS (Cumulative) PASSED MESH SIEVE ' TOTAL Sample Weight Wet: Sample Weight Dry: Percent Moisture: ' Sample Weight Passed Through Sieves: 1 BEN NETT & O REILLY, Inc. Sheet of 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax Brewster,MA 02631 Job Number: Date: Job Name: SAND GRAVEL SILT SAND Test Hole Number: ' a Witness: Drilling Contractor: PEAT CLAY Sampling Method: 1 GEOLOGIC BOREHOLE LOG Type Well Lithology/Sediment ' Lithology Depth , °f Depth Blows per %of Specification&Remarks Description Sample 6"Drive Recovery PID Response ' (ppm) ' 10 ' 15 20 25 ' SWL: 30 t 35 i 40 45 50 i � 1 ' � REPORT NUMBER: BENNETT & O "ILLY, Inc. 1573 Main Street 508-896-6630 ' PO Box 1667 508-896-4687 Fax Brewster, MA 02631 INSPECTORS DAILY RECORD OF WORK PROGRESS Job Number: . Date: ' Job Name: Feature: Contractor: Type of Work: Weather Conditions: Temperature: ' Contractor's Work Force(Indicate classification,including Subcontractor personnel) Equipment in use or idled(identify which) ' Materials orequipment delivered,quantity or pay items placed Non-conforming materials or work,field problems, inspections of previously reported deficiencies Summary of construction activities r t i 228 Main Street,P.O.Box 1200 RDUNDWATER Buzzards Bay,MA02532 CHAIN-OF-CUSTODY RECORD Telephone(508)759-4441 AND WORK ORDER No_ 049825 NALYTICAL FAX(508)759-4475 roject Name: Firm: TURNAROUND ANALYSIS REQUEST Volalllei semlvehlllea PoctAlerbNtaf Melalf Patrol— drocarbon Hex. General Gbemlclry Olber ❑ STANDARD(10 Business Days) Enncl ble vo. wale oject Number: Address: ❑ PRIORITY(5 Business Days) — k ❑ RUSH(RAN- ) F sg g 3$&} (Rush requires Rush Aulhorizalion Number) ° ❑ ❑ ❑ n O ❑ mpler Name: City/State/Zip: Please FAX ❑ YES ❑ NO it _ FAX Number: W § ojecl Manager: Telephone: BILLING o o n n o n o n g3 Purchase Order No.: GWA Reference No.: o a a- 0 STRUCTIONS:Use separate line for each container(except replicates). 4 g a m g a o ❑ ° ❑ e 31 mpling Matrix Type CorUalner(s) Preservation FYrereo ❑ o ❑ n o n ❑ '1 ❑ ❑ o n ❑ $31 n 2 o g s S g ° ❑ ❑ . LABORATORY W W d _ $ ' a 00 o SAMPLEn IDENTIFICATION y H g a NUMBER �' IA;l n 3 a s g 33 (La6 Use Only) c 9 o I _ m 3 W ; a w o I 1 o S 1 ° ❑ o $ r F 3 y 0 0 ❑ ❑ ❑ ❑ a ❑ ❑ o ❑ ❑ o ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o a o ❑ ❑ o a REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific OC NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. ❑Safe Drinking Water Act Many regulatory programs and EPA methods require project Relinquished by Sampler: Date Time Received by: Receipt Temperature: ❑MA DEP Form specific OC.Project specific OC includes Sample Duplicates, ❑NPDES/Clean Water Act Matrix Spikes,and/or Matrix Spike Duplicates.Laboratory OC is Specify Stale: not project specific unless prearranged.Project specific OC ❑RCRA/Haz.Waste Char, samples are charged on a per sample basis.For water samples. Relinquished by: Data Time Received by: Shipping/Airbill ❑MA MCP(310 CMR 40) each MS.MSD and Sample Duplicate requires an additional Number: Reportable Concentrations sample aliquot. O RCGW-1 ❑RCS-1 Project Specific OC Required Selection of GC Sample Relinquished by: Dale Time Received by Laboratory: Custody Seal ❑RCGW-2❑RCS-2 ❑Sample Duplicate ❑Selected by laboratory Cooler Serial Number: ❑MA Dredge Disposal ❑Matrix Spike ❑Please use sample: ❑NH❑RI❑CT❑ME Method of Shipment: (J GWA Courier❑Express Mail❑Federal Express Specify Category: 0 Matrix Spike Duplicate ❑UPS 0 Hand 0 1 ENVIRUTECH . INC. 449 ROOM 130 SANDWICH, HA 02563 PE M: (508)888-6460 FAX: (508)888-6446 WATER ANALYSIS REQUISITION: ' DATE: DATE REC. 'D: SAMPLE NO. : TIME: NO. COPIES NAME: RUSH-24HR. TURNAROUND (ex.chg.) MAIL: ' PHONE: FAQ{: WATER LOCATION: MAILING ADDRESS: PAYMENT/AMT. REC'D. : SAMPLED BY: BILL TO/AMT. : WELL SPECS. : ' ANALYSIS REQUEST: WATER SAMPLE TYPE: _COLIFORM BACTERIA * FHA-HUD/VA _pH * NEW WELL ' —CONDUCTANCE-* EXISTING WELL _SODIUM * _TOWN WATER _NITRATE-N * FII,TER/CONDITIONER ' _IRON * MISCELLANEOUS _MANGANESE HARDNESS _POOL _SPA CHOLORINE ' SULFATE _POTASSIUM _COLIFORM BACTERIA _ALKALINITY PSEUDOMONAS CHLORIDE STANDARD PLATE COUNT ' TURBIDITY _COLOR COPPER OTHER ANALYSIS REQUESTED: LEAD ODOR _FECAL COLIFORM _AMMONIA-N _VOLATILE ORGANICS SULFIDE METHOD: ' MAGNESIUM METALS CALCIUM METHOD: ' * INDICATES PARAMETERS FOR A POTABLE WATER TEST. INSTRUCTIONS: ' BACTERIA SAMPLE - Obtain sterile sample bottle. Remove strainer/airator from faucet. Turn on cold water. Allow it to run (5) five minutes. Fill container. Do not touch the inside of the bottle or the cap with anything. POTABLE WATER SAMPLE - Follow instructions above.(Bottle size - 500ml) LEAD - Call lab for instructions. ' VOLATILE ORGANICS/METALS - Call lab for instructions. I 1 v i v z Illillllllll ! 1lilllll - ,� 1 �� � � IIII IIIII I ► II ►. III = s � � I IIII L � illl III ! illlll ; � _ � � � � _ , ��„_:����� Ililll ► ►. III ► 1 Milli ►_ �.= I T _ y4 r ►, r r G n � OlD "Jui F CO a I I I 3 _ � I ' zp I �� .. - . � � I i I I I ► IIII ! I I � . � I r Z TECHNICAL REFERENCE li � .. W11 61610 1 tj ■ ■ ■ ■ 1 • . 176 1 'I Volatile Organic Analyses Minimum Recommended Required Holding Category Methods oty.s Container(s)2 Preservation Time' Aqueous Samples Volatile Organics 601/8010 40 mL. 3 x 40 mL Glass Cool to 4°C3 14 Days ' 602/8020 Vials w/teflon HCI to pH<24 624/8260 septum caps72 Remove Chlorine' 502.2 524.2 ' Acrolein and Acrylonitrile 603/8030 40 mL 3 x 40 mL Glass Cool to 41C3 14 Days Vials w/teflon Check pH;Adjust 4-55 septum caps12 Remove Chlorine' Solid Samples Volatile Organics 8010/8020 log 1 x 125 mL Glass Cool to 4°C3 14 Days ' 8260 Vial w/teflon septum capiz ' OR 2 x 40 mL Glass Vials w/teflon septum Caps 12.11 Acrolein and Acrylonitrile 8030 log 1 x 125 mL Glass Cool to 4°C3 14 Days Vial w/teflon septum cap12 OR 2 x 40 mL Glass Vials w/teflon ' septum caps 12.13 Se,nivolatile Organic Analyses ' Minimum Recommended Required Holding Category Methods aty.s Container(s)2 Preservation Time' Aqueous Samples Semivolatile Organics 625/8270 1 L 2 x 1 L Amber Cool to 4°C3 7 Days' ' Glass Bottle Remove Chlorine' w/teflon liner" Semivolatile Organics 8270 2 L 3 x IL Amber Cool to 4°C3 7 Days' (Low-level,both Acid Modified Glass Bottle Remove Chlorine' and Base/Neutral fractions) w/teflon liner" ' Semivolatile Organics 8270 1 L 2 x 1 L Amber Cool to 41C3 7 Days' (Low-level,only one fraction Modified Glass Bottle Remove Chlorine' Acid or Base/Neutral) w/teflon liner" Semivolatile Organics 525.2 1 L 2 x 1 L Amber Cool to 4°C3 7 Days'- , (Drinking Water) Glass Bottle HCl to pH<24 w/teflon liner" Add Sodium Sulfite24 2,3,7,8-TCDD(Dioxin) 1613 1 L 2 x 1 L Amber Cool to 41C3 7 Days' ' (Drinking Water) Glass Bottle w/teflon liner" Polynuclear 610/8100 1 L 2 x1 L Amber Cool to 41C3 7 Days' Aromatic 8270 Glass Bottle Remove Chlorine' Hydrocarbons w/teflon liner" ' Solid Samples Semivolatile 8270 30 g Glass Jar Cool to 4°C3 14 Days10 Organics w/teflon liners' ' Polynuclear 8100 30 g Glass Jar Cool to 40C3 14 Days10 Aromatic 8270 w/teflon liners' Hydrocarbons GROUNDWATER ANALYTICAL 27 • ! • o . • • ' Pesticide and Herbicide Analyses ' Cate o ry Methods Minimum Recommended Required Holding 9 Oty., Container(s)l Preservation Time' Aqueous Samples Carbamate Pesticides 531.1 60ml- 2 x 125 Glass Bottle Cool to 4°C3 28 Days (Drinking Water) w/teflon liner" Add Sodium Thiosulfate26 Adjust pH to 3 with Monochloroacetic Acid Buffer Organochlorine 608/8080 1 L - -2 x 1LAmber Cool to 4°C3 7 Days' Pesticides&PCBs Glass Bottle Check pH;Adjust 5-96 ' w/teflon liner" Remove Chlorine' Organochlorine Pesticides 508 1 L 2 x 1 LAmber Cool to 4°C3 7 Days21 & PCBs Glass Bottle Add Sodium Thiosulfate26 (Drinking Water) w/teflon liner" ' Polychlorinated Biphenyls 508A 1 L 2 x 1 L Amber Cool to 4°C3 14 Days 22 by Perchlorination Glass Bottle (Drinking Water) w/teflon liner" Organohalide Pesticides 505 40 mL 3 x 40 mL Glass Vials Cool to 4°C3 7 Days20 ' &PCBs w/teflon septa caps'' Add Sodium Thiosulfate26 (Drinking Water) Organophosphorus 614/8140 1 L 2 x 1 L Amber Cool to 4°C3 7 Days' Pesticides Glass Bottle' Check pH;Adjust 6-86 w/teflon liner" Remove Chlorine' Chlorinated 615/8150 1 L 2 x 1 L Amber Cool to 4°C3 7 Days9 Herbicides Glass Bottle Remove Chlorine' ' Chlorinated Herbicides 515.1 1 L w/teflon liner''2 x 1 L Amber (Drinking Water) Cool to 4°C3 14 Days 23 Glass Bottle Add Sodium w/teflon liner" Thiosulfate26 -- Glyphosate 547 40 mL 2 x 40 mL Glass Cool to 4°C3 14 Days ' (Drinking Water) Vial w/teflon liner Add Sodium Thiosulfate26 Endothall 548.1 100 mL 2 x 125 mL Glass Cool to 4°C3 7 Days 21 (Drinking Water) Bottle w/teflon liner" HCI to pH<2" ' Add Sodium Thiosulfate26 Diquat and Paraquat 549.1 250 mL 1 x 1 L Amber Cool to 4°C3 7 Days27 (Drinking Water) Glass Bottle H2SO4 to pH<24 w/teflon liner" Add Sodium Thiosulfate26 ' EDB and DBCP 504.1 40 mL 3 x 40 mL Glass Cool to 4°C3 14 Days (Drinking Water) Vials w/teflon Add Sodium Thiosulfate26 septa caps i2 EDB and DBCP 8011 40 mL 3 x 40 mL Glass Cool to 4°C3 14 Days Vials w/teflon HCI to pH<24 septa caps 11.17 Remove Chlorine' Solid Samples Organochlorine 8080 30 g Glass Jar Cool to 4°C3 14 Days10 ' Pesticides&PCBs w/teflon liner" Organophosphorus 8140 30 g Glass Jar Cool to 4°C3 14 Days" w/teflon liner" Herbicides 8150 30 g Glass Jar Cool to 40C3 14 Days10 ' w/teflon liner" EDB and DBCP 8260 1 o g 1 x 125 mL Glass Cool to 4°C3 14 Days Vial w/teflon septa cap 12.17 OR 2 x 40 mL Glass Vials w/teflon septa caps 12.13.11 ' - 28 Hydrocarbon Analyses ' Minimum Recommended Required Holding Cagegory Methods Qty.1 Container(s)2 Preservation -Time8 Aqueous Samples - - ---- -------...---. . Hydrocarbon D3328-78 1 L 2 x 1 L Amber Cool to 4°C3 7 Days' Fingerprint - Glass Bottle H2SO4 to pH<2 - ----- - - ' (GC/FID) w/teflon liner17 Total Petroleum 418.1 1 L 2 x 1 L Amber Cool to 4°C3 28 Days Hydrocarbons Glass Bottle H2SO4 to pH<2 ' (TPH-IR) w/teflon liner Oil and Grease 413.1 1 L 2 x 1 L Amber Cool to 4°C3 28 Days 413.2 Glass Bottle H2SO4 to pH<2 w/teflon liner Gasoline Range 8015/API 40 mL 3 x 40 mL Glass Cool to 4°C3 14 Days Organics Vials w/teflon HCI to pH<24 septa caps72 Diesel Range 8100/API 1 L 2 x 1 L Amber Cool to 4°C3 7 Days' ' Organics Glass Bottle H2SO4 to pH<2 w/teflon liner" MA DEP Volatile 8015/MA DEP 40mL 3 x 40 mL Glass Cool to 4°C3 14 Days Petroleum Hydro- Vials w/teflon HCI or H2SO4 to pH<24 carbons(VPH) septa caps'2 MA DEP Extractable 8100/MA DEP 2 L 3 x 1 LAmber Cool to 4°C3 14 Days Petroleum Hydrocarbons(EPH) 8270 Mod Glass Bottle HZSO4or HCI to pH<24 with low-level PAHs(GC/MS-SIM) w/teflon liner" Solid Samples Hydrocarbon D3328-78 30 g Glass Jar Cool to 4°C3 14 Days10 Fingerprint Modified w/teflon liner" (GC/FID), ' Total Petroleum 418.1 30 g Glass Jar Cool to 4°C' 14 Days" Hydrocarbons Modified w/teflon liner (TPH-IR) Oil and Grease 413.1 30 g Glass Jar Cool to 4°C3 14 Daysi0 ' 413.2 w/teflon liner Modified Gasoline.-Range 8015/API 1 o g 1 x 125 mL Glass Cool to 41C3 14 Days Organics Vial w/teflon ' septa cap iz Diesel Range 8100/API 30 g Glass Jar Cool to 4°C3 14 Days10 Organics w/teflon liners? MA DEP Volatile Petroleum 8015/MA DEP 50g 1 x 125 mL Glass w/50mL Cool to 4°C3 14 Days Hydrocarbons(VPH) Methanol and Glass Jar without Methanol. ' MA DEP Extractable 8100/MA DEP 30g Glass Jar Cool to 4°C3 14 Days Petroleum Hydrocarbons(EPH) w/teflon liners? ' Metals Analyses Minimum Recommended Required Holding Category Methods Qty.' Container(s)2 Preservation TimeB Aqueous Samples Total Metals 200s 100 mL Plastic Bottle HNO3 to pH<2 180 Days (except Mercury) 6010 Cool to 40C3 7000s ' Dissolved Metals 200s 100 mL Plastic Bottle Filter First" 180 Days (except Mercury) 6010 HNO3 to pH<2 7000s Cool to 41C3 Total Mercury 245.1 100 mL Plastic Bottle HNO3to pH<2 28 Days 7470 Cool to 4°C3 ' GROUNDWATER ANALYTICAL 29 • ! M I U 0 4KOU1 • • • Metals Analyses Minimum Recommended Required Holding ' Category Methods Qty. Container(s) Preservation Time8 Dissolved Mercury 245.1 100 mL Plastic Bottle Filter First" 28 Days 7470 HNO3 to pH<2 Cool to 4°C3 SDWA Lead and 200.9 1 L 1 x 1 L Plastic Cool to 40C3 180 Days Copper Rule 200.7 Bottle Chromium, 218.1-5 200 mL Plastic Bottle Cool to 4°C3 24 Hours Hexavalent ' Solid Samples Total Metals 6010 2 g Glass Jar Cool to 4°C3 180 Days (except Mercury) 7000s w/teflon liner ' Total Mercury 245.5 0.6 g Glass Jar Cool to 4°C3 28 Days 7471 w/teflon liner Hazardous Waste Characterization Analyses Minimum Recommended Required' Holding Category Methods Qty.1 Container(s)z Preservation Time? Solid Samples" TCLP Volatile 1311 150 g 2 x 125 mL Glass Cool to 4°C3 14 Dayst9 Organics ,.8260 Vial w/teflon septum cap12 TCLP Metals, '1311 300 g Glass Jar Cool to 4°C3 28 Dayst9 Semivolatiles, 6010 w/teflon liner 14 Days19 Pesticides and 7000s Herbicides 8080 8150 8270 Ignitability 1010 100g Plastic or Glass Cool to 4°C3 None ' Modified Jar Corrosivity 9045 20 g Plastic or Glass Jar Cool to 4°C3 None Reactivity SW-846 20 g Plastic or Glas Jar76 Cool to 4°C3 None Paint Filter 9095 100 g Plastic or Glass Jar None None ' Conventional Physical Properties Analyses Minimum Recommended Required Holding Category Methods Qty.1 Container(s)2 Preservation Time? ' Aqueous Samples Color 110.1-3 50 mL Plastic or Glass Bottle Cool to 4°C3 48 Hours Conductance 120.1 100 mL Plastic or Glass Bottle Cool to 4°C3 28 Days ' Hardness 130.1-2 100 mL Plastic or Glass Bottle Adjust pH<2i5 180 Days Cool to 4°C3 Odor 140.1 200 mL Glass Bottle Only Cool to 4°C3 24 Hours pH 150.1 25 mL Plastic or Glass Bottle None Analyze ' Immediately Solids,Total 160.1 100 mL Plastic or Glass Bottle Cool to 4°C3 7 Days Dissolved(TDS) Solids,Total 160.2 100 mL Plastic or Glass Bottie Cool to 4°C3 7 Days ' Suspended(TSS) Solids,Total(TS) 160.3 100 mL Plastic or Glass Bottle Cool to 40C3 7 Days Solids,Total 160.4 100 mL Plastic or Glass Bottle Cool to 4°C3 7 Days Volatile(TVS) ' Solids,Settleable 160.5 1 L Plastic or Glass Bottle Cool to 4°C3 (SS) 48 Hours Turbidity 180.1 100 mL Plastic or Glass Bottle Cool to 4°C3 48 Hours 30 'l Ins • Conventional Inorganic Analyses Minimum Recommended Required Holding Category Methods Qty.' Container(s)2 Preservation Time' Aqueous Samples - Acidity 305.1 100 mL Plastic or Glass Bottle Cool to 4°C3 14 Days Alkalinity 310.1 2 100 mL Plastic or Glass Bottle Cool to 4°C3 14 Days Bromide 320.1 100 mL Plastic or Glass Bottle None 28 Days Chloride - 325.1-3 50 mL Plastic or Glass Bottle None 28 Days ' Chlorine, 330.1-5 200 mL Plastic or Glass Bottle None Analyze Total Residual Immediately Cyanides 335.1-3 500 mL Plastic or Glass Bottle Remove Sulfide14 14 Days NaOH to pH>12 ' Cool to 4°C3 Fluoride 340.1-3 300 mL Plastic Bottle Only None 28 Days Iodide 345.1 100 mL Plastic or Glass Bottle Cool to 4°G3 24 Hours Nitrogen,Ammonia 350.1-3 400 mL Plastic or Glass Bottle HzSO,to pH<2 28 Days ' Cool to 40C3 Nitrogen, 351.1-4 500 mL Plastic or Glass Bottle H ZSO,to pH<2 28 Days Total Kjeldahl Cool to 4°C3 Nitrogen, 353.1 3 100 mL Plastic or Glass Bottle H2SO,to pH<2 28 Days Nitrate plus Nitrite Cool to 4°C3 y Nitrogen, 353.2-3 100 mL Plastic or Glass Bottle Cool to 4°C3 48 Hours Nitrate(Wastewater) ' Nitrogen, Nitrate 353.2-3 100 mL Plastic or Glass Bottle Cool to 4°C3 28 Days (Chlorinated Drinking Water) Nitrogen,Nitrate 353.2-3 100 mL Plastic or Glass Bottle Cool to 4°C3 14 Days (Non-Chlorinated Drinking Water) H,SO to pH<24 ' Nitrogen, 353.2 3 50 mL Plastic or Glass Bottle Cool to 4°C3 48 Hours Nitrite Minimum Recommended Required Holding Category Methods Qty.1 Container(s)2 Preservation Time' ' Aqueous Samples Orthophosphate. 365.1-3 50 mL Glass Bottle Only Filter(0.45 µm) 48 Hours Cool to 4°C3 Oxygen, Dissolved 360.1 300 mL Glass Bottle Only None Analyze ' Phosphorous,Total 365.1-4 50 mL Glass Bottle Only H SO to pH<2 Immediately 28 Days Cool to 4°C3 Silica 370.1 50 mL Plastic Bottle Only Cool to 4°C3 28 Days ' Sulfate 375.1-4 50 mL Plastic or Glass Bottle Cool to 4°C3 28 Days Sulfide 376.1-2 500 mL Plastic or Glass Bottle NaOH to pH>9 7 Days 2 mL Zinc Acetate Cool to 4°C3 Sulfite 377.1 50 mL Plastic or Glass Bottle None Analyze Immediately Conventional Organic Analyses ' Minimum Recommended Required Holding Category Methods Qty.' Container(s)2 Preservation Time' Aqueous Samples Biochemical 405.1 1,L Plastic or Glass Bottle Cool to 4°C3 48 Hours Oxygen Demand (5 Day GOD) Chemical 410.1-4 50 mL Plastic or Glass Bottle H ZSO, 28 Days to pH<2 Oxygen Demand Cool to 4°C3 y (COD) I GROUNDWATER ANALYTICAL 31 • ® i . . • 01 • ' Conventional Organic Analyses Minimum Recommended Required' Holding Category Methods Qty.' Container(s)' Preservation Time' Aqueous Samples Organic Carbon, 415.1 25 mL Plastic or Glass Bottle HZSO,to pH<2 28 Days Total(TOC) Cool to 40C3 Phenolics 420.1-3 500 mL Glass Bottle Only HZSO,to pH<2 28 Days Cool to 40C3 Surfactants 425.1 -- 250 mL Plastic or Glass Bottle Cool to 4°C3 48 Hours (MBAS) ' Microbiological Analyses Minimum Recommended Required Holding Category Methods Qty.' Container(s)2 Preservation Time' Aqueous Samples ' Coliform, Various 100 mL Sterilized Bottle Cool to 4°C3 6 Hours Total(Wastewater) Remove Chlorine' Coliform, Various 100 mL Sterilized Bottle Cool to 4°C3 6 Hours ' Fecal (Wastewater) Remove Chlorine' Coliform, Various 100 mL Sterilized Bottle Cool to 4°C3 30 Hours Total(Drinking Water) Remove Chlorine' ' Coliform, Various 100 mL Sterilized Bottle Cool to 4°C3 30 Hours Fecal(Drinking Water) Remove Chlorine' E.Coli Various 100 mL Sterilized Bottle Cool to 40C3 30 Hours (Drinking Water) Remove Chlorine' Radiological Analyses ' Minimum Recommended Required Holding Category Methods city.' Container(s)2 Preservation Time'_. Gross Alpha and Beta 900.0 1 L Plastic or Glass Bottle HCI or HNO,to pH<2 180 Days Radium-226 903.1 1 L Plastic or Glass Bottle HCI or HNO,to pH<2 180 Days Radium-228 904.0 1 L Plastic or Glass Bottle HCI or HNO,to pH<2 180 Days Strontium-90 905.0 1 L Plastic or Glass Bottle HCI or HNO to pH<2 180 Days Tritium 906.0 1 L Glass Bottle None 180 Days 1 1 ' 32 SAMPLING NOTES 1. The minimum quantity specified is the minimum amount of sample material the vial.The cap should then be gently placed on the vial,taking care not to necessary to perform the analysis.This quantity allows for no margin of disturb the crown of liquid,and firmly rotated tight.The vial should then be error. examined to verify the absence of all air bubbles. ' - Far some analyses,Groundwater Analytical recommends specific types and Solid samples for Volatile Organic Analyses(VOA)must also be collected numbers of containers(e.g.,an Aqueous Volatile Organic sample requires 3 with a minimum of headspace or air pockets.Sample vials should be packed x 40 mL Glass Vials w/teflon septum caps).In such cases,the recommended fully and tightly sealed.Vial threads should be wiped clean prior to capping container(s)allow for an adequate margin of error. for best seal.When packing vials,however,avoid excessive manipulation of the sample material which may result in a loss of volatile organics.A wide ' For other analyses,Groundwater Analytical only recommends a general type mouth 125 mL Glass Vial w/teflon septum cap is the preferred sample con- of container(e.g.,a Solid Semivolatile Organic sample requires a Glass Jar tainer. w/teflon liner).In such cases,it is strongly recommended that twice the mini- mum quantity of sample material be collected in the recommended type of 13. Solid samples for Volatile Organic Analyses may be collected in 40 mL Glass container. Vials that have been acidified with Sodium Bisulfate(NaHSO),Hydrochloric Acid(HCI)or Sulfuric Acid(H,SO4).The presence of acid in the container will For solid samples, in addition to the minimum quantities required for indi- have no detrimental effect on the sample. vidual analyses, each sample also requires 20 g of sample material for a percent solids(or percent moisture)determination.Example:A soil sample 14. Maximum holding time is 24 hours when Sulfide is present.Samples may be collected forTPH-IR(30 g),8 RCRA Metals(2.6 g)and PCBs(30 g)requires tested with lead acetate paper before the pH adjustment in order to deter- a minimum of 62.6 g of material for the desired analyses,and 20 g of material mine if Sulfide is present.If Sulfide is present,it can be removed by the addi- ' for percent solids(or percent moisture),for a total required minimum of 82.6 tion of Cadmium Nitrate powder until a negative spot test is obtained.The g of material.It is then recommended that this minimum by doubles,and at sample is then filtered,and NaOH is added to adjust the pH>12. least 165.2 g of sample material be collected in a Glass Jar w/teflon liner. 15. Adjust to pH<2 with Nitric Acid(HNO�)or Sulfuric Acid(H,SO).Acidification For solid samples,all minimum quantities are calculated net of all foreign retards biological action,reduces absorption effects and prevents the forma- objects,such as sticks,leaves and rocks. tion of precipitates and/or complexes. 2. Only sample containers pre-cleaned according to US EPA protocols are rec- 16. Samples should be collected with a minimum of aeration.The sample bottle ommended.Appropriate pre-cleaned and pre-preserved containers are avail- should be filled completely,excluding all headspace,and capped. able from Groundwater Analytical.Pre-cleaned sample containers should not be prerinsed with sample prior to sample collection. Prednsing:may cause 17, Extractable organic samples are susceptible to Phthalate ester contamina- elevated results. tion. Phthalate ester contamination is generally caused by sample contact with a plastic material,particularly flexible plastics.Use care to avoid sample 3. Samples should be immediately cooled,stored and shipped refrigerated.4°C contact with any plastic,other than Teflon. (34°F).is the recommended temperature.Refrigeration retards biological deg- radation,reduces the volatility of compounds,retards the hydrolysis of non- 18. Specified quantities of sample material are for only single phase solid samples ' aqueous compounds, reduces absorption effects and prevents continuing (i.e.no free liquids).Liquid phase or multiple phase samples require different chemical reactions. quantities of sample material.Contact laboratory for advice prior to collecting 4. Adjust to pH<2 with Hydrochloric Acid(HCI).Acidification retards biological liquid phase or multiple phase samples for TCLP analyses. action,reduces absorption effects and prevents the formation of precipitates 19. Samples for TCLP Volatile Organics analysis must be leached within 14 days and/or complexes.Sulfuric Acid(H,SO,)or Sodium Bisulfate(NaHSO4)may of collection.The leachate must then be analyzed within 14 days of leaching. be substituted for HCI in EPA Methods 8010,8011,8020 and 8260. 5. Adjust to a pH range of 4.0 to 5.0 with Hydrochloric Acid(HCI),Sulfuric Acid Samples for TCLP Metals analysis must c leached within 28 days of within (H,SO;)or Sodium Hydroxide(NaOH). 28 days of leaching.If Mercury is not being analyzed,then samples forTCLP ' 6. If sample will not be received b laborato within 24 hours of collection,then Metals must be leached within 180 days of collection,and the leachate ana- y ry lyzed within 180 days of leaching. adjust to specified pH range with Sulfuric Acid(H,SO,)or Sodium Hydroxide (NaOH).The pH adjustment may be omitted if it is performed upon receipt at Samples for TCLP Semivolatile Organics,TCLP Pesticides,and TCLP Her- the laboratory within 24 hours,and may be omitted if the sample is extracted bicides analyses must be leached within 14 days of collection.The leachate within 48 hours of collection. must then be extracted within 7 days of leaching.The extract must then be ' 7. If free chlorine is present in the sample,then Sodium Thiosulfate(Na,S O) analyzed within 40 days of extraction. should be added. Free chlorine can react with organic compounds to form 20. Samples must be analyzed within 7 days of collection.However,if Heptachlor chlorination by-products. Free chlorine is likely to be found in chlorinated is not being determined,sample holding time to analysis may be extended to municipal drinking waters and treated wastewaters.Sodium Thiosulfate,a 14 days. ' reducing agent,is added to remove the free chlorine.For most levels of free chlorine,add 4 drops of 10%Sodium Thiosulfate to samples in 40 mL vials, 21. Samples must be extracted within 7 days of collection.Extracts must then be and add 5 mL of 10%Sodium Thiosulfate to samples in 1 L Bottles. analyzed with 14 days of extraction. 8. The listed Holding Time is the maximum of time a sample may be held be- 22. Samples must be extracted within 14 days of collection.Extracts must then tween collection and initiation of analysis or extraction. be analyzed with 30 days of extraction. 9. Samples must be extracted within 7 days of collection.Extracts must then be 23. Samples must be extracted within 14 days of collection.Extracts must then analyzed within 40 days of extraction. be analyzed with 28 days of extraction. 10. Samples must be extracted within 14 days of collection.Extracts must then' 24. Add 40-50 mg of Sodium Sulfite to each liter of sample to reduce free chlo- be analyzed within 40 days of extraction. nine that may be present.Free chlorine can react with organic compounds to 11. Samples for dissolved metals must be filtered priorto preservation with Nitric form chlorination by-products. Free chlorine is likely to be found in chlori- nated municipal drinking waters and treated wastewaters.Alternatively,use Acid (HNO).Filtration must be done with a 0.45 micron membrane filter. 40-50 mg of Sodium Arsenite.Do not use Sodium Thiosulfate,as it may pro- Field filtration and preservation is preferred. duce a residue of elemental sulfur which may interfere with the determination ' However,if field filtration is not possible,samples should be cooled to 4°C of some analyses. and shipped to the laboratory for filtration and preservation.Filtration must be 25. Samples must be extracted within 7 days of collection.Extracts must then be done as soon as practical after collection.Groundwater Analytical recom- analyzed with 30 days of extraction. mends that filtration be done within 24 hours of collection.If samples are not going to be field filtered,do not preserve samples with Nitric Acid(HNO). 26. Add Sodium Thiosulfate to reduce free chlorine that may be present.Free 12. Aqueous samples forVolatlle Organic Analyses(VOA)must be collected with- chlorine can react with organic compounds to form chlorination by-products. out any headspace or air bubbles.Volatile organics dissolved in watertend to Free chlorine is likely m be found in chlorinated municipaleof drinking waters. Use approximately 80 m volatilize readily and will fill any air bubble available in the vial.Particularly g of Sodium Thiosulfate per liter of sample. with low level' samples,this results in a loss of material upon opening the vial. 27. Samples must be extracted within 7 days of collection.Extracts must then be VOA vials must be fifled slowly until the liquid forms a meniscus on the rim of analyzed with 21 days of extraction. GROUNDWATER ANALYTICAL 33 COMMONWEALTH OF MASSACHUSETTS ' DEPARTMENT OF ENVIRONMENTAL PROTECTION 1 ' STANDARD REFERENCES FOR MONITORING WELLS SECTION 1.2 TABLE OF CONTENTS ' Section 1.2 Page i ' January 1991 SECTION 1.2 TABLE OF CONTENTS 1.0 Introduction ' 1.1 Foreword 1.2 Table of contents ' 1.3 Definitions 2.0 First Steps ' 2.1 Reconnaissance Surveys 2.2 Work and Cost Plans (Reserved) 2.3 Health and Safety Plans 3.0 Subsurface Investigations ' 3.1 Exploratory :Test Pits 3.2 Drilling Techniques 3.3 Borings in Contaminated Areas 3.4 In-situ Sampling of Soil ' 3.5 Sail Classification 3.6 In-situ Sampling of Rock 3.7 Rock Classification ' 3.8 Laboratory Tests for Sail 3.9 Plugging Boreholes ' 4.0 Piezometers, observation Wells and Monitoring wells 4.1 Monitoring Well Network Design 4.2 Selection of Well Construction Materials ' 4.3 Well Installation Procedures 4.4 As-built Notes and Records 4.5 Well Development ' 4.6 Decommissioning of Monitoring wells 5.0 Interpretation of Ground water and Aquifer Characteristics ' 5.1 Water Level Measurements 5.2 In-Situ Hydraulic Conductivity Tests 5.3 Pumping Tests 5.4 Packer Tests 5.5 surveying and Datum Planes 6.0 Sampling of Monitoring Wells ' 6.1 Quality Assurance/Quality Control 6.2 Sampling Techniques ' 6.3 Sample Handling 6.4 Chain of Custody 6.5 Decontamination of Sampling Equipment r Section 1.2 Page ii January 1991 Section 1.2 Table of Contents (continued) ' 7.0 Computer Models (Reserved) 8.0 Geophysical Techniques (Reserved) t Number Fee 333 THE COMMONWEALTH OF MASSACHUSETTS $loo.00 Town of Barnstable Board of Health This is to Certify that Executive Sunoco, Inc. 1617 Falmouth Road, Centerville,MA 02632 Is Hereby Granted a License �A FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. -------------------------------------------------------------------------------------------------------------------------------------------------------------------- � I ---------------------------------------------------------------------------------- --------------------- ------------------------ This license is granted in conformity with the Statutes and ordinances relating there to,and and expires 6/30/2012 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 6/30/2011 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health tom; . r Town of Barnstable THE Regulatory Services ti °.� Thomas F. Geiler, Director snMSMBLE, MASS. Public Health Division prFD:yq. Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZARDOUS MATERIALS ��GAP %�I D CD r /►'� C- FULL NAME OF APPLICANT 1�'XP Cec NAME OF ESTABLISHMENT Z/r(-U^/1'" C� �' MA j ADDRESS OF ESTABLISHMENT Ab /7 /5 �'`' TELEPHONE NUMBER SU 8- 77S— 7/7 l SOLE OWNER:_jkYES NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: _ c) V IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. 7 ��110 aa9 STATE OF INCORPORATION A�' FULL NAME AND HOME ADDRESS OF: ew'-qi-o S S PRESIDENT TREASURER AOP CLERK SIGNA URE ZOF APPLICANT RESTRICTIONS: HOME ADDRESS HOME TELEPHONE# Haz.doc/wp/q t Number Fee 333 THE COMMONWEALTH OF MASSACHUSETTS $100.00 Town of Barnstable Board of Health This is to Certify that Executive Sunoco, Inc. 1617 Falmouth Road, Centerville,MA 02632 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. � z ---------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires June 30, 2009 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 07/01/08 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health M� Town of Barnstable Barnstable Regulatory Services Department p� ;aicaCftv BARNSTABLF. Public Health Division 9 39.039. 200 Main Street, Hyannis MA 02601 �0 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE �w APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANTNAME OF OF ESTABLISHMENT ADDRESS OF ESTABLISHMENT A / t r��7 i c.__ �= TELEPHONE NUMBER SO$ l !�—712 1 =Zl SOLE OWNER: YES ONO '' %u cam: -o w IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRES OF ALL w PARTNERS: cn cz, ; IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. 0 , STATE OF INCORPORATION IVA 9-1)/ FULL NAME AND HOME ADDRESS OF- PRESIDENT TREASURER CLERK S RE OF APPLICANT RESTRICTIONS: HOME ADDRESS HOME TELEPHONE# j _3� V Q:\Hazmat\I-laz Mat Application2008.DOC Number Fee 333 THE COMMONWEALTH OF MASSACHUSETTS $100.00 Town of Barnstable Board of Health This is to Certify that Executive Sunoco, Inc. 1617 Falmouth Road, MA 02632 A Is Hereby Granted a. License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. -------------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires June 31, 2008 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN SUMNER KAUFMAN,M.S.P.H. 5/31/2007 PAULJ. CANNIFF,D.M.D. THOMAS A. MCKEAN,R.S.,CHO Director.of Public Health Y Town of Barnstable °fzi rc � Regulatory Services Thomas F. Geiler,Director �+ ,HARNS'fABLE � . A g Public Health Division 1639, �0 '°�saru•+" Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 � r Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT Cu/ l®(d i c ' NAME OF ESTABLISHMENT ADDRESS.,OF ESTABLISHMENT --.- /;� _. . w� 9 TELEPHONE NUMBER . , SOLE OWNER: YES NO w rn IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF A L PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO.-1, �—�+'�D v� IJI STATE OF INCORPORATION / FULL NAME AND HOME-ADDRESS OF: 1 (� , / J l PRESIDENTS GS4R6ic l�/��5�� ��%I �/�/�D�aL ( P / ��/le TREASURER CLERK _ SIGNATURE OF APP/LICANT(� RESTRICTIONS: HOME ADDRESS HOME TELEPHONE # ' 15 Da e: TOWN OF BARNS ABLE ( K TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: L6�-�.'U't P't BUSINESS LOCATION: INVENTORY MAILING ADDRESS: it UTOTAL AMOUNT: TELEPHONE NUMBER: —71 71 CONTACT PERSON: 6S� EMERGENCY CONTACTTELE ON UMBER: 790 - L255I MSDS ON SITE? TYPE OF BUSINESS: ` . INFORMATION/RECOMMENDAT NS: 162A LOAdte,609 A M�� Fire istrict: 0[ tax 1l Waste Transportation: Last shipment of hazardous waste: Name of Hauler- -Destination: Waste Product: Licensed . Ye No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) Misc. Corrosive NEW JYUSED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ,2f NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine " Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint &varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor & furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers UvAte _15 ,` (including bleach) Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS /2vo(� Co lu'7 R-k,2A OIL WASTE OIL OIL FILTERS ANTIFREEZE / WASTE (G� + ��� � �✓ �iITFREEZE 2 / Ire �03� � ✓ � SOLINE WASTE GAS DIESEL FU L� W/W FLUID ATF �5 /6ob ' , � � ✓ 3 ✓ 35 3 1 HYDRAULIC/ MISC. MISC. MISC. MISC. r7KEUID COMMBUSTIB FLAMMABLE CORROSIVE PETROLEUM (III (GEAR OIL/GREASE/ LUBRICANTS) cq)- 3 /�Xz 0 FREON ACETYLENE CAR WASH CAR WASH PAINTS/ WAX DETERGENTS THINNERSS fa SEALANT CLEANING BATTERIES/ POISION/TOXIC CAULK/GROUT SOLVENTS BATTERY ACID FERTALIZERS STE SOLVENT MSDS y � MANIFESTS Wd KvVV D g+dOOVS nt 16% -h�A�fjAk-,Jt Go of Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS DBA: Executive Sunoco Fax: Corp Name: Mailing Address ,a _ .. Location: 1617 Route 28,Centerville Street: 1617 Route 28 mappar: City: Centerville Contact: ,George Youssef,Manager State: Ma Telephone: 508-775-7171 Zip: 02634 Emergency: :508-790-2559 Person Interviewed: George Youssef Business Contact Letter Date: 5/1/2006 Category: Appliance Repair Inventory Site Visit Date: 6/21/2006 _ ................................ Type: Gas/Service Station Follow Up/Inspection Date: 0 public water ❑ indoor floor drains ❑ outdoor surface drains ❑d license required ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc currently licensed ❑� town sewage ❑ indoor catch basin/drywell outdoor catch basin/drywell expir - - - ----------- date: ..____...._6/30/2007 ❑ on-site sewage ❑ indoor on-site syste ❑ outdoor onsite system 30 0 7 Batterys&Tires are included. 7/7/04 Rude compliance: and unprofessional staff. Inventory completed. Has absorbant. incomplete ORDERS: Metal shop rage can w/lid needs to be used for shop rags- no open plastic bins or buckets. Use more absorbant on floor. Stains on floor indicate they are not using enough if any at all. Label all haz. Waste drums and containers"TOXIC'and"HAZARDOUS WASTE". Move ALL haz mat and haz waste barrels indoors. Remove tire pile immediately-mosquito accumulation creates West Nile Virus risk. Pay hazmat permit fee for past two years. Obtain MSDS sheets in their entirety. Sending letter about these orders and doing follow up. They have two hazwaste barrels on their property. They claim these belong to the neighbor(Handex of NE,398 Cedar Hill St.,Marlboro,MA, 01752). These have been there awhile and need to be disposed of. One i has a hazmat label that says"Sunoco,Philadelphia,PA". Property owner needs to dispose of these a.s.a.p. 7/27/2005 alp 2 hydraulic lifts,MSDS on site,No contingency plan(will send a sample),all waste is labeled,areas are organized and facility is in good shape,staff is very helpful and kowledgeable about the facility,use of speedy dry,parts washer was closed, cylinders are chained. Orders:remove tires that are outdoors,keep oily rags in can at all times.#2 heating oil UST 1000 gallons,1000 gallon catch basin. 6/21106 alp-tires have been removed from outdoors,labels are on the containers to indicate the contents, speedy dry is on site,parts washer lid is closed when not in use,1000 gallon tight tank with piping is pumped monthly approximately,rag can with lid. Posted contingency plan,but needs to specify who they contract out and add their phone numbers. i Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials ❑ gty's>25 Ibs dry or 50 gals liquid but less than 111 gals ❑d gty's 111 gals or more motor oil 374 gallons automatic transmission fluid _ € 8 gallons antifreeze(for gasoline or coolant systems) 75 gallons _. _............... .-.___...___._. .___. -_........_-.._. .__..__.... �._. ._ __.. . _.._.... _......._ Windshield Wash 42 gallons ......--.._........_.....__........__-..__..............._............_........................................................_.................. _.. _.....> _.._ ............._ ........_..__......_......_......._.....__._...__..._._.__..._...._ gasoline [ 15 gallons Misc.Combustible 4 gallons Waste solvent 15 gallons Misc.Flammable 6 gallons misc.petroleum products:grease,lubricants 38 gallons _ hydraulic fluids(including break fluid) 1 gallons __.___..._.__._..._.__.._..__......_.._.___._.._..__.....T_.__.._.....__._......._...._ ........ _-___...._.._._.........__.....__........ ..__......_ used auto batteries € 36 gallons ._............._..........______._ -----_._........-...........-__....__._.................____..._.._.._...__... _......._...._.__.....__._.._..._ ...........__............................... waste antifreeze 55 gallons ....._....____...........__....._.___......_...._...._....................._.............................................................;..___...__._.._........._......................_......_............_._.........._......__._...... .._._._. waste oil { 1035 llns paint,varnishes,stains,dyes �gas . .......... Waste Transporter: Cyn Oil Fire District: ''COMM _ .....__....... ..........._ ......... Last HW Shipment Date: 6/12/2006 Waste Hauler Licensed: Yes Town of Barnstable a�4HE% Regulatory Services V ti ( (� K> � Thomas F. Geiler,Director 7fl0p a Public Health Division 12-4 Gj �o ��39 ,m McKean,Director � 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax:.508-790-6304 . Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE � APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT S C,q i+JU NAME OF ESTABLISHMENT ® ADDRESS OF ESTABLISHMENT b `� !" �� l V`. 11 — Ci1�; I!/'; �^ 32 TELEPHONE NUMBER �;O 7-73 y �� .SOLE OWNER: YES NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: v: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. 0`1��ii—3 (J l-`p : STATE OF INCORPORATION FULL NAME AND HOME A DRESS F: PRESIDENT � RG F � `�� S ,�v.c d (am,e �1'fm L)), IP TREASURER CLERK o Rj ATURE F APPLICANT RESTRICTIONS: HOME ADDRESS HOME TELEPHONE.# Haz.doc/wplq MAIL-IN REQUESTS Please mail the completed application form to the address below. Also include copies of your employees food sanitation training certificates. In addition, please include the required fee amount (see fees at bottom of this page). Make check payable to: Town of Barnstable. Allow five to seven (7)working days for in-house processing. Our mailing address is'. Town of Barnstable Public Health Division 200 Main Street Hyannis,MA 02601 - -- - - FOR FAXED--REQUESTS- Our fax number is (508) 790-6304. Please fax a completed application form. Also, please fax copies of your employees food sanitation training certificates. In addition, you must mail the required fee amount (see fees at bottom of this page). Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. Allow up to four days for in- house processing. For further assistance on any item above, call (508) 862-4644 Back to Main Public Health Division Page Number Fee 333 THE COMMONWEALTH OF MASSACHUSETTS $loo.00 Town of Barnstable Board of Health This is to Certify that Executive Sunoco, Inc. 1617 Falmouth Road, MA 02632 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. -------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires June 30, 2007 unless sooner suspended or revoked. WAYNE MILLER,M.D.,CHAIRMAN SUMNER KAUFMAN,M.S.P.H. May 24, 2006 PAUL J. CANNIFF,D.M.D. THOMAS A. MCKEAN,R.S.,CHO Director of Public Health Town of Barnstable s oFtW r Regulatory Services Thomas F. Geiler,Director Public Health Division * BARNSPABLE, * Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 CO' 39' Al Phone: 508-862-4644 Email: healthAtown.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 July 3,2006 Mr. George Youssef Executive Sunoco 1617 Rte. 28 Centerville,MA 02632 Dear Mr. Youssef: Thank you for your time and cooperation during the hazardous materials inventory site visit at: Executive Sunoco, 1617 Rte. 28,Centerville,MA on June 21, 2006. This letter contains information from that site visit that will help you become compliant with and remain compliant with Chapter 108 of the Town of Barnstable Ordinance: Hazardous Materials. Enclosed is a copy of the Toxic and Hazardous Materials On-Site Inventory form from the visit to your business. Please note the observations identified at your place of business during the hazardous materials inspection: OBSERVATIONS: • The hazardous waste drum on your is correctly labeled with"Hazardous Materials". • The waste oil satellite stations are labeled with"Hazardous Materials". • Tires have been removed from the outdoors,no stockpiling. • Parts washer lid remains closed when not in use. • Rag can with lid is available. • Speedy dry is available. • Contingency plan is posted,but needs to be updated with site specific phone numbers. • MSDS on site. On Site Inventory Total The Toxic and Hazardous Materials On-Site Inventory from June 212006 shows that you have approximately 1714 gallons of toxic and hazardous materials being used, stored, generated and disposed of at Executive Sunoco, 1617 Rte. 28,Centerville,MA(Please see enclosed Toxic and Hazardous Materials On Site Inventory sheet The Board of Health has determined that the using, storing, generating and disposing of over 111 gallons of hazardous materials per month requires businesses in the Town of Barnstable to obtain an annual Hazardous Materials License. This license has been obtained for the fiscal year 2006- 2007 and will expire on June 30, 2007. If you have any questions about these problems and recommendations, or you need further information, guidance or assistance,please do not hesitate to contact the Public Health Division. Sincerely, i Alisha L. Parker Hazardous Materials Specialist All orders to correct v1 ations of Chapter 108 of the Town of Barnstable Ordinance: Hazardous als shall be compl ted upon receipt of this letter. Thomas A..McKean,RS, CHO Director of Public Health Enclosed On-Site Inventory (copy) I i Q5 Date: 7/l/ TOWN OF BARNSTABLE �- TOXIC AND HAZARDOUS MATERIALS ON-SITE I VENTORY NAME OF BUSINESS: BUSINESS LOCATION: Ita17- 69 L1 oM &A-4eX Vi '� Ah+ INVENTORY MAILING ADDRESS: �� ®j�&�g TOTAL AMOUNT: TELEPHONE NUMBER:� `'�7���17� `�• �� CONTACT PERSON: EMERGENCY CONTACTTELEVF ON NUMBER: MSDS ON SITE? TYPE OF BUSINESS: INFORMATION/RE OMMENDATIONS: Fire District: Waste Transportation- Last shipment of hazardous waste: j Name of Hauler,• Destination: Waste Product: Licensed . Ye - No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) Misc. Corrosive JX NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Aa° Refrigerants Motor Oils Pesticides aM NEW &Q USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint &varnish removers, deg►ossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor&furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers (including bleach) Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS DBA: Executive Sunoco Fax Corp Name: Mailing Address _.. Location: 1617 Route 28,Centerville Street: 1617 Route 28 _..._....., ........... __._....._..... mappar: City: Centerville Contact: :George Youssef,Manager State: Ma Telephone: 508-775-7171 Zip: 02634 Emergency: 508-790-2559 Person Interviewed: George Youssef .............................. Business Contact Letter Date: 6/15/2005 Category: ;Appliance Repair Inventory Site Visit Date: 7/27/2005 Type: :Gas/Service Station Follow.Up/Inspection Date: S6 public water ❑ indoor floor drains ❑ outdoor surface drains R license required ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc "Q currently licensed W town sewage ❑ door catch basin/d ryw p ----- - - -g m rywell 0 outdoor catch basin/d ell ex it ❑ on-site sewage ❑ indoor on-site syste ❑ outdoor onsite system date: 6/30/2006 Batterys&Tires are included. 717104 Rude compliance: and unprofessional staff. Inventory completed. Has absorbant. incomplete ORDERS: Metal shop rage can w/lid needs to be used for shop rags- no open plastic bins or buckets. Use more absorbant on floor. Stains on floor indicate they are not using enough if any at all. Label all haz. Waste drums and containers"TOXIC"and"HAZARDOUS WASTE". Move ALL haz mat and haz waste barrels indoors. Remove tire pile immediately-mosquito accumulation creates West Nile Virus risk. Pay hazmat permit fee for past two years. Obtain MSDS sheets in their entirety. Sending letter about these orders and doing follow up. They have two hazwaste barrels on their property. They claim these belong to the neighbor(Handex of NE,398 Cedar Hill St.,Marlboro,MA, 01752). These have been there awhile and need to be disposed of. One has a hazmat label that says"Sunoco,Philadelphia,PA". Property owner needs to dispose of these a.s.a.p. 7/27/2005 alp 2 hydraulic lifts,MSDS on site,No contingency plan(will send a sample),all waste is labeled,areas are organized and facility is in good shape,staff is very helpful and kowledgeable about the facility,use of speedy dry,parts washer was closed, cylinders are chained. Orders:remove tires that are outdoors,keep oily rags in can at all times.#2 heating oil UST 1000 gallons,1000 gallon catch basin. Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials ❑ gty's>25 lbs dry or 50 gals liquid but less than 111 gals gty's 111 gals or more motor oil 202 gallons _____..._..._...___....__._._.._.--_-----_...._......_-._.._...__.___....._�_._ __._ ___.._..__....._.........__..__._.....__................._.............. automatic transmission fluid _ 1 gallons antifreeze(for gasoline or coolant systems) 12 gallons Windshield Wash 5 gallons ____......._......._....._.__________.__..._....._.._..__._......._____......._ ._._.__...._......._..._.._.___........ Misc.Flammable 1 allons misc.petroleum products:grease,lubricants 60 gallons hydraulic fluids(including break fluid) 0.5 gallons _ _10 _ other cleaning solvents 2.5 gallons _.....____.._..._._. ... ... ......... ... Freon 162.5 gallons used auto batteries 44 gallons aste antifreeze 55 gallons waste oil 60 gallons paint,varnishes,stains,dyes 5 gallons diesel fuel,kerosene,#2 heating oil 1000 gallons _.........._ .... Waste Transporter: ICyn Oil Fire District: COMM Last HW Shipment Date: 6/19/2005 Waste Hauler Licensed: Yes __ ...............__.. r t- ° Town,of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS DBA: Executive Sunoco Fax: } Corp Name: Mailing Address Location: 1617 Route 28,Centerville Street: 1617 Route 28 _.__.. . ...__..-.. __. .... mappar: City: Centerville Contact: +George Youssef,Manager State: Ma V elephone: 508-775-7171 Zip: 02634 v E ergency: 508-790-2559 Person Interviewed: George Youssef „ usiness Contact Letter Date: Category: Appliance Repair Inventory Site Visit Date: -7H1206*_ .-7 f a-3,05 0— Type: 'Gas/Service Station Follow Up/Inspection Date: 1 public water ❑ indoor floor drains ❑ outdoor surface drains ❑d license required �— ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc d❑ currently licensed ❑d town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir - -- ------ - ❑ on-site sewage ❑ indoor on-site syste ❑ outdoor onsite system i date: .................. 6/30/2006 Batterys&Tires are included. 7/7/04 Rude compliance: '- and unprofessional staff. Inventory completed. Has absorbant. incomplete 1 ORDERS: Metal shop rage can w/lid needs to be used for shop rags- w f pi5 no open plastic bins or buckets. Use more absorbant on floor. Stains ��hQ C 04�Do zi) q61 1 on floor indicate they are not using enough if any at all. Label all haz. Waste drums and containers"TOXIC"and"HAZARDOUS WASTE". f Move ALL haz mat and haz waste barrels indoors. Remove tire pile Q immediately-mosquito accumulation creates West Nile Virus risk. Pay hoe" �o c e- �P hazmat permit fee for past two years. Obtain MSDS sheets in their �/ P entirety. Sending letter about these orders and doing follow up. They have-twohazwaste .�:.. V Zr tRV to.the neighbor(Handex of NE,398 Cedar Wilf;St.,Marlboro;MA; 01752). These have.been there awhile and need to be disposed of. One., . has a hazmat label that says"Sunoco,Philadelphia,PA'. Property owner needs to dispose of these a.s.a.p. L / V uV In/ I�(�tiiree �yl-��e R u('c� �.U5 3 iFje i 3 ran? i VI/� 3D Q N 30 nZ�� D�6): *C(l gaol 5A-` - jW Wk UA-e - va �. e2.hrru.� i�t r r Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials ❑ gty's>25 Ibs dry or 50 gals liquid but less than 111 gals d❑ gty's 111 gals or more . descnpton ., ... .,..q.. s, <unit,ofrneasur ' gasoline € 24006 gallons Ql _..__--..__.._.__---___._..____.._...____....._._.._.__..__...__._......_..._.....__...-....__.._.._.__.._........__...__._.................._...............__....._..___._....._....._...N_.........__......_._.__....._.. motor oil 190.75 gallons automatic transmission fluid 3"gallons - antifreeze(for gasoline or coolant systems) _- _ 451gallons ......................_................_._..._._...__.__..____._.._...._.._.........._......._._..__._....._.__.__..._._..____ ..._........_..._..__..._._...._....._.___._.__..__.._.._._.__........._....... .__.._...._. Windshield Wash ( 66 gallons Misc.Flammable __ _ ( 1 gallons misc.petroleum products:grease,lubricants- 9 gallons hydraulic fluids(including break fluid) j 8.25 gallons other cleaning solvents 8.5 gallons Solvents 10 gallons -� -._ ...._._..__..._......_.___.___..._.__._.._...._ .._....__._.....__.__. _.._.__.. �__._____.._.____... refrigerants ( 4 gallons Misc.Corrosive 4 gallons Misc.paint product 4 gallons Ice Melt 0.5 gallons __.__.__......_......_... _.. used auto batteries 20 gallons -........................__............._.....__.__...._...._...._..._._.__.. ..__..._.._..._......_._._..__...._._....____.�._.._..____-. _._.._._........................._._............._...... ......_...._. waste antifreeze E 10 gallons aste oil 220 gallons �(n�s s I Waste Transporter -Cyn Oil Fire District COMM tit HW:Shipment.Date 5rAM04' e.?MtitHaW&lUceise&.! yes 1�i^ 2.5 5 Town of Barnstable OF114E ro Regulatory Services Thomas F. Geiler,Director OWN OF B RNST'ABLE WWSM. Public. Health Division . 2005 MAY I p (� lEn 39- Thomas McKean,Director 200 Main Streef,-Hyannis, MA 02601- Y.� Office: 508-862-4644 D5$8�94Q4 Application Fee: $100.00 1 ASSESSORS MAP AND PARCEL N DATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT �(ti4 �p NAME OF ESTABLISHMENT &� C/,," SeA 01 V ADDRESS OF ESTABLISHMENT 16 /7G� /�t71% TELEPHONE NUMBER SOLE OWNER: YES. NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. STATE OF INCORPORATION zm SS- FULL NAME AND HOME ADDRESS OF: PRESIDENT )At4,5-S , : t 31 �,,— AO / TREASURER Qe tn CLERK S - o above GNATURE OF APPLICANT RESTRICTIONS: HOME ADDRESS HOME TELEPHONE# S d;q' Haz.doc/wp/q L TOWN OF BARNSTABLE BAR-W 3403 Ordinance or Regulation WARNING NOTICE Name of Offender/Manager 'tee -S i7r-,r - Address of Offender MV/MB Reg.# Village/State/Zip Business Name Vim od oln. ' 'tell /,pm; on AtA^ 1,020 041 Business Address Signature o�f Enforcing Officer Village/State/Zip #A *4 /VIA '7)Z_7 +gt"a Location of Offense i to -7 ��� teA � t 't!�► Enforcing"Dd�t/Division. Offense ` "` �^ ra�r� ri gays► w '�7 �" Facts x This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. Town of Barnstable DINE T Regulatory Services Thomas F.Geiler,Director * Public Health Division * sAxivsrAB Thomas McKean,Director MASS. �► Qj 1639. ♦� 200 Main Street, Hyannis,MA 02601 ArFD��p Phone: 508-862-4644 Email: health(o)town.bamstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—5:00 Mr. James S TR Garrett August 12, 2004 C/O Volta Oil Co. One Roberts Road Plymouth,MA 02360 NOTICE TO ABATE VIOLATIONS OF THE TOWN OF BARNSTABLE GENERAL ORDINANCE,ARTICLE XXXIX,CONTROL OF TOXIC AND HAZARDOUS MATERIALS The property owned by you located at 1617 Falmouth Road/Rte. 28,Centerville,MA,was inspected on August 10, 2004 by Amy L. Wallace,Hazardous Materials Specialist for the Town of Barnstable. The following violations of the Town of Barnstable General Ordinance, Article,"! XXXIX, Control of Toxic and Hazardous Materials,were observed: Section 5-3: Wastes containing acutely hazardous materials and/or hazardous materials shall be held on the premises in product-tight containers and shall be removed and disposed of in accordance with the Massachusetts Waste Management Act, Ch. 704 of the Acts of 1979. You are ORDERED to correct the above listed violations within twent `�ur4) gf receipt of this letter. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10)days after the date the order is served. LA Non-compliance could result in a fine of up to $500.00. Each day's failure to comply with an -0 order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean,R.S., C.H.O. Director of Public Health Town of Barnstable ;s Town of Barnstable Regulatory Services ,r ti Thomas F.Geiler,Director Public Health Division F dF k s�RNMEASLE, z Thomas McKean,Director 9 hrn 200 Main Street, Hyannis,MA 02601 Phone: 508-862-4644 Email: health antown.bamstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—5:00 July 7, 2004 , Executive Sunoco Attention: George Youssef,Manager 1617 Route 28 Centerville,MA 02632 Dear Mr.Youssef: Thank you for your time and cooperation during your annual hazardous materials inventory and site visit on July 1, 2004. This letter contains information from that visit that will help Executive Sunoco become compliant with Article 39 of the Town of Barnstable Ordinance: The Control.of Toxic and Hazardous Materials. Enclosed is a copy of the Toxic and Hazardous Materials On- Site Inventory form from the visit to your business. Please note the problems and their corresponding orders/recommendations listed below: Problem: he shop floor has accumulated numerous stains and residue. This is not from water spills,,but from petroleum products spilling or being leaked onto the floor. Order: Please instruct your staff to use spill catchment/containment pans and to empty them immediately into proper hazardous waste storage containers. Use more absorbent in addition to secondary containment when draining fluids from vehicles. oblem: The hazardous waste drums on your property are not labeled and don't indicate what they are or the level of health hazard they can have. Order: Please label ALL hazardous waste containers,barrels and tanks, "TOXIC"and"HAZARDOUS WASTE", and the type of waste contained(i.e. "Waste Oil", etc.). Problem: Full hazardous materials and hazardous waste storage containersibarrels are stored outside with no secondary containment of up to-110%and no roof to protect these items from the elements. Order: All hazardous materials and wastes stored outside must have 110%containment and a roof to conceal them from rain, snow,heat, and wind. If this type of protection cannot be provided,they must be moved indoors immediately. When stored indoors,they must be placed on an impervious surface (concrete floor),away from any open drains. Proper and compliant hazardous waste disposal is the responsibility of the property owner. Therefore,the two barrels of hazardous waste sitting outside in the rear of the Executive Sunoco shop must be properly disposed of by the property owner. }7 It is recommended that Executive Sunoco immediately contact the property owner: James S TR Garrett /0 Volta Oil Co. One Roberts Road Plymouth,MA 02360 Executive Sunoco and the property owner must arrange for disposal of the 55 gallon drum of "coolant and ground water"and the 55 gallon drum of"antifreeze"sitting in the rear of the shop, at 1617 Falmouth Road/Rte. 28,Centerville,M.A. If assistance in properly disposing of these barrels is needed,the property owner should contact the nearest public safety office or the Environmental Protection Agency. Pr lem• tire,pile has accumulated on your shop property. This pile is not covered and it is over the allowable storage limit of ten tires at one time. The tires have also accumulated water in them. Order: Dispose of these tires immediately. Accumulation of ten or more tires is a fire hazard. These tires have also attracted mosquitoes in and around your shop which can carry West Nile Virus, a public health threat. Any tires stored outdoors must be TEN OR LESS and must be covered. Problem: Executive Sunoco (formerly"Sunoco Village&Garage")did not pay their Hazardous Materials storage/use permit fee for 2003—2004 to the Town of Barnstable Public Health Division. Order: Executive Sunoco must pay the permit fee for fiscatyear 2003—2004, as well as the Hazardous Materials storage/use permit fee for fiscal year 2004—2005 to the Town of Barnstable Public.. Health Division. The Toxic<.and Hazardous Materials On-Site Inventory from the July 1 st shows that you have approximately 24,610.25 gallons of toxic.and hazardous materials being used,stored, generated . and disposed of at Executive Sunoco. The Board of Health has determined that the using,storing,generating and disposing of over 111 gallons of hazardous materials per month requires businesses in the Town of Barnstable to obtain an annual license/permit. Executive Sunoco's permit(s)for fiscal years 2003-2004 and 2004- 2005 should be purchased within the next 30 days. Please refer to the enclosed license application for more information on how and where to purchase a license. Why are these recommendations being made for Executive Sunoco? • This information'is intended to educate you,a business owner/operator in the Town of Barnstable, in order to keep your business operations in compliance with local, state and federal toxic and hazardous materials laws so that you can avoid future regulatory,legal and possibly,financial problems. • Complying with the Control of Toxic and Hazardous Materials ordinance(Article 39)can prevent contamination of Barnstable's existing and future drinking water supply and prevent environmental contamination which can bankrupt site owners,lower or destroy land values, drive out residents and industry,depress local economies and endanger public health. s As a follow up to the site visit and inventory completed on July 1,2004, a representative from the Public Health Division will re-visit your business during the next thirty days to further advise you on your compliance and complete your annual inspection. If you have any questions about these problems and/or their recommendations, or you need further information,please do not hesitate to contact me at the Public Health Division. Sincerely, r �7 -4*! _.. Thomas A.McKean,RS, CHO Director of Public Health enc. On-Site Inventory(copy) Application for Hazmat.Permit. . Cc: James S TR Garrett,Property Owner C/O Volta Oil Co. One Roberts Road Plymouth,MA 02360 I Barnstable Assessing Search Results Page 1 of 2 C=X�Cv -71' VC SvNdCv r a ., i-lt met De artrr3e,nts:Assessors Division: Property Assessment Search Results f j Owner: GARRETT,DAMES S TR Property Sketch Legend �-5- 0.pt,(,(,�y� vl4--� �.oCa U Map/Parcel/Parcel Extension 209 /085/ s Mailing Address IrlMA'Co-te s GARRETT,JAMES S TR C/O VOLTA OIL CO ONE ROBERTS RD PLYMOUTH, MA.02360 L � 2004 Assessed Values: ` . Appraised Value Assessed Value Ado �i 'tt Building Value: $ 170,500 $ 170,500 Extra Features: $0 $0 Outbuildings: $26,200 $26,200 C� Land Value: $396,500 $396,500 1 Interactive Property Map: Ma re wires Plu in: Totals:$593,200 $593,200 1 have visited the maps before First tin Show Me The Map 1 CIicN April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: SUN OIL CO 8/23/1965 1309/466 $0 GARRETT,JAMES S TR 6/28/2002 15315/100 $270,000 2004 Tax Information: Tax Rates: (per$1, 00 of <akl do ) Town Tax $3,921.05 Town Fire District Rates Other Rates 6.61 Barnstable 2.01 Land Bank 3%of Town Tax C.O.M.M. FD Tax $652.52 C.O.M.M. 1.10 Cotuit 1.52 Land Bank Tax $ 117.63 Hyannis 2.03 West Barnstable 1.36 Total: $4,691.20 Due to rounding differences these values may vary http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/Assess... 7/7/2004 Barnstable Assessing Search Results Page 2 of 2 Land and Building Information J Land Building Lot Size(Acres) 1.22 Year Built 1965 Appraised Value $396,500 Living Area 2232 Assessed Value $396,500 Replacement Cost$221,392 Depreciation 23 Building Value 170,500 Construction Details Style Sery Sta 3-Bay Interior Floors Concr Finished Model Sery Station Interior Walls Minimum Grade Custom Heat Fuel Oil Stories 1 Story Heat Type Hot Air Exterior Walls Brick/Masonry AC Type None Roof Structure Gable/Hip Bedrooms Zero Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms Zero Bathrms Total Rooms 1 Room Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value SHED Shed 112 $900 $900 CNP2 GOOD QUALITY 1800 $20,800 $20,800 " PAV1 PAVING-ASPHALT 10000 $4,500 $4,500 '. Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area (Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/Assess... 7/7/2004 Town. of Barnstable r: A Regulatory Services Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644' Fax: 508-790-6304 Application Fee:$ oo tr+ti ASSESSORS MAP AND PARCEL NO. DATE APPLICATION FOR PERMIT.TO STORE.AND/OR UTILIZE MORE THAN 111.GALLONS.OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT � CU e NAME OF ESTABLISHMENT ADDRESS OF ESTABLISHMENT TELEPHONE NUMBER �Q 7/ r7l SOLE OWNER: YES NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. STATE OF INCORPORATION FULL NAME AND HOME ADDRESS OF: PRESIDENT TREASURER S CLERK SIGNATUR OF APPLICANT RESTRICTIONS: HOME ADDRESS cS�to HOME TELEPHONE# /)�� -3 CUA-- S �Bif a 'm''� Q4- � Haz.doc/wp/q bee � zQo3 -Zooy(/o�—) MAIL-IN REQUESTS Please mail the completed application form to the address below. Also include a copy of your contingency plan (to handle hazardous waste spills,-etc). In addition, please include the required fee of*";, Make check payable to: Town of Barnstable. Allow five to seven (7)working days for in- hou processing. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis,MA 02601 FOR FAXED REQUESTS Our fax number is (508) 790-6304. Please fax a completed application form. Also, please fax us a copy of your contingency plan (to handle hazardous waste spills, etc). In addition, please mail the required fee amount of . Please make the check payable to: Town of Barnstable. The check must be mailed to the addre s listed above. Allow up to four days for in-house processing` E For further assistance on any item above, call(508) 862-4644 .. 1 t^ tt t t VAR r g a f� �v-.`+f.-_ v y } � 3 ham.-� Y t,t.+�5 ,�" rs ��- a t ' � F9 1Y"v k6• a,:� � ` �'";`.��i' ) �*.�CS F � -,y�� A S,, p e• 4 �rf.sr r 't ,?s� at. .. c r s 7as3✓''t^",r ;• � - r`"ate= t''- iY '','ra- °'�':. 't k z 4,5'.+,•. 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"�•� d 4': r, f t` l � � k r V 4 r �� 4'r.�a:.h r' r) �* F,•,�^,.�•:r�t n':e�' fi a� �,s�fT,-k✓ �t��.-s a n,�.Y-a..� �t-J ;,yr.},y, no.µ S � c� ��{_ -� 2�,,.y a,� ;. ,2'�' t -" T p { xa'.ne{.S+r r�,s. ;;:.-..-.e ,x§i�'tl ✓_�{"'�w ._,.5-P«. .. ..fi .2°.74 `L r 'a'.-�,t"°t-PA..2�:s.,.n,L,�.w`_"�.$u.tP�"i E�� r,w<k. :a[ k- yj 3�* it :F�`�F.' .) 1.� �+ y '-`'�S=L��k#'d.+',��.?•�r{x, l !� ���+ii-�' <'�' S ?}'��A `�.rr '�✓!t �t�ytiy+� S� i 'R..f. k, ��n r � � r,�; c '�r<t 4 �s a ,�, a �"��" t )r i i <hr� .r r � r `{�•`s< . s �n f Date: 7 / 7 / 644 TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: ox e u we— S-u-*�e-o BUSINESS LOCATION: /6/7 ZYM&- 'e. 2-'S ., �'P�n 'yiL/� INVENTORY MAILINGADDRESS: if rr ®Z(03Y TOTAL AMOUNT: TELEPHONE NUMBER: 6-0 9 -7-75— -717 f a 14, & 10, Z-5— CONTACT PERSON: 222a. G e- a.G[�JS EMERGENCY CONTACT TELEPHONE NU BER: MSD S ON SITE? TYPEOFBUSINESS: iv� SP�vOce_ �Ga� 59rcrn, C.rr►zn.oiledt.SR.P. INFORMATION/RECOMMENDATIONS: ee- u eA Fire District: Waste Transportation: 14 e-a- Last shipment of hazardous.waste: S-z�1 -oY Name of Hauler: C%H V1 cr� Destination: Waste Product: of 1 A-E Licensed? es No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, e and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) Misc. Corrosive 1I5- EW 18 U D Cesspool cleaners Aumatic transmis 'on fluid Disinfectants Engine and radiator flushes Road Salts (Halite)/rce-r?L� $ �S Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides J EW 2-O UUS D (insecticides, herbicides, rodenticides) 2 Gae 2 Jet fuel Pation gas Photochemicals Fixers Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint &varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor&furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers LS4ye*L (including bleach) �' - Spot removers & cleaning fluids (dry cleaners) � Other cleaning solvents 13 Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Town of Barnstable 4 Regulatory Services"x Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Phone: 508-862-4644 Email: health(a,town.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—5:00 July 7,2004 Executive Sunoco Attention: George Youssef,Manager 1617 Route 28 Centerville,MA 02632 Dear Mr.Youssef= Thank you for your time and cooperation during your annual hazardous materials inventory and site visit on July 1,2004. This letter contains information from that visit that will help Executive Sunoco become compliant with Article 39 of the Town of Barnstable Ordinance: The Control.of Toxic and Hazardous Materials. Enclosed is a copy of the Toxic and Hazardous Materials On; Site Inventory form from the visit to your business. Please note the problems and their corresponding orders/recommendations listed below: Problem: : The shop floor has accumulated numerous stains and residue. This is not from water spills,.but from petroleum products spilling or being leaked onto the floor. Order: Please instruct your staff to use spill catchment/containment pans and to empty them immediately into proper hazardous waste storage containers. Use more absorbent in addition to secondary containment when draining fluids from vehicles. Problem: The hazardous waste drums on your property are not labeled and don't indicate what they are or the level of health hazard they can have. Order: Please label ALL hazardous waste containers,barrels and tanks,"TOXIC"and"HAZARDOUS WASTE",and the type of waste contained(i.e. "Waste Oil", etc.). Problem: Full hazardous materials and hazardous waste storage containersibarrels are stored outside with no secondary containment of up to 110%and no roof to protect these items from the elements. Order: All hazardous materials and wastes stored outside must have 110%containment and a roof to conceal them from rain,snow,heat, and wind. If this type of protection cannot be provided,they must be moved indoors immediately. When stored indoors,they must be placed on an impervious surface(concrete floor),away from any open drains. Proper and compliant hazardous waste disposal is the responsibility of the property owner. Therefore the two barrels of hazardous waste sitting outside in the rear of the Executive Sunoco shoo must be properly disposed of by the property owner. L/ � tiJ 1 As a follow up to the site visit and inventory completed on July 1,2004, a representative from the Public Health Division will re-visit your business during,the next thirty dys to further advise you on your compliance and complete your annual inspection. If you have any questions about these problems and/or their recommendations, or you need further information,please do not hesitate to contact me at the Public Health Division. Sincerely, �7 - z Thomas A.McKean,RS,CHO Director of Public Health enc. On-Site Inventory(copy) Application for Hazmat.Permit. Cc: James S TR Garrett,Property Owner C/O Volta Oil Co. One Roberts Road Plymouth,MA 02360 Barnstable Assessing Search Results Page 1 of 2 -� SvNdCv S. N, a:•' ,'�,..a,..a...:3.r..ziS 'o� �«.a-%'`4a,., rr Heine: Departments:Assessors Division: Property Assessment Search Results 7 Owner: GARRETT,JAMES S TR Property Sketch Legend S5— O�QC�GL6t� �i�i Map/Parcel/Parcel Extension 6L 209 /085/ Mailing Address GARRETT,JAMES S TR C/O VOLTA OIL CO x!+' ONE ROBERTS RD V—o �y PLYMOUTH, MA.02360 L x s 2004 Assessed Valves: Appraised Value Assessed Value �0� Building Value: $170,500 $ 170,500 ; Extra Features: $0 $0 Outbuildings: $26,200 $26,200 Land Value: $396,500 $396,500 Interactive Property Map: Ma re uires Ply in: Totals:$593,200 $593,200 1 have visited the maps before First tin Show Me The Man "' Click April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: SUN OIL CO 8/23/1965 1309/466 $0 GARRETT,JAMES S TR 6/28/2002 15315/100 $270,000 2004 Tax Information: Tax.Rates: (per $1,000 of valuation) Town Tax $3,921.05 Town Fire District Rates Other Rates 6.61 Barnstable 2.01 Land Bank 3%of Town Tax C.O.M.M. FD Tax $652.52 C.O.M.M. 1.10 Cotuit 1.52 Land Bank Tax $ 117.63 Hyannis 2.03 West Barnstable 1.36 Total: $4,691.20 Due to rounding differences these values may vary http://www.town.barnstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/Assess... 7/7/2004 Barnstable Assessing Search Results Page 2 of 2 Lard and Building Information Land Building Lot Size(Acres) 1.22 Year Built 1965 Appraised Value $396,500 Living Area 2232 Assessed Value $396,500 Replacement Cost$221,392 Depreciation 23 Building Value 170,500 Construction Details Style Sery Sta 3-Bay Interior Floors Concr Finished Model Sery Station Interior Walls Minimum Grade Custom Heat Fuel Oil Stories 1 Story Heat Type Hot Air Exterior Walls Brick/Masonry AC Type None Roof Structure Gable/Hip Bedrooms Zero Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms Zero Bathrms Total Rooms 1 Room Extra Building Features Code Description Units/SQ ft Appraised Value AssessedYalue SHED Shed 112 $900 $900 CNP2 GOOD QUALITY 1800 $20,800 $20,800 PAV1 PAVING-ASPHALT 10000 $4,500 $4,500 Property Sketch Legend BAS First Floor,Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area (Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeS ervices/Finance/Assessing/Assess... 7/7/2004 r Copy of business card obtained from Executive Sunoco manager on July 7, 2004 (1617 Route 28 Centerville,MA) QUALITY IS OUR SPECIALTY c EXECUTIVE SUNOCO 1617 ROUTE 28 CENTERVILLE, MA. 02632 (508)775-7171 (508)790-2559 STATE INSPECTION All Major&Minor Repairs All Foreign&Domestic Cars&Light Trucks All Front End Work, Including Alignments State of The Art Diagnostics and Repair Air Conditioning/Tune-Up/Oil&Filters Exhaust Systems/Brakes/Shocks/Batteries Information from sign on trailer in rear of Executive Sunoco. This trailer is located on the property of 1617 Route 28, Centerville, MA: Handex of NE 398 Cedar Hill Street Marlboro,MA 01752 After 5:00 pm 1-800-251-1855 8 AM—5 PM 508-481-5750 Information on label of hazardous waste drum in rear of Executive Sunoco at 1617 Route 28, Centerville(near Handex trailer): Coolant& Groundwater Sunoco 1801 Market Street Philadelphia, PA "Contact nearest police,public safety or EPA" 4 . TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: Ox e6".*ive_ ec BUSINESS LOCATION: 1617 / Y pruAre 2_'9 , Piy'i*e'ey-df� INVENTORY MAILING ADDRESS: It ®Z-G 5Y TOTAL AMOUNT: TELEPHONE NUMBER: �5_08 0 -7-75-- -7/ 7 / �2y 6 1 a ZS l CONTACT PERSON: G9=4e— s EMERGENCY CONTACT TELEPHONE NU BER- MSDS ON SITE? _U®. TYPE OF BUSINESS: /qua .S(�e/wiC �G SSfz�c�dt try- L°a.e,o�i Q6t•sa.P. INFORMATION/RECOMMENDATIONS: Fire District: e Lvi_,P�yt . v 0 A O.AA Xeooc , Waste Transportation: 14 e- Last shipment of hazardous.waste: S-Z4 -0q Name of Hauler: (%H ri 0-tA Destination: e Product: o� �aa. - = Licensed? es No a NOTE: nder the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, e and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The.Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) Misc. Corrosive 1115 EW 110 USED Cesspool cleaners 11 Au matic transmisVon fluid Disinfectants Engine and radiator flushes . Road Salts (Halite)/rce.0?W� Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides EW Z2-o Fafion D (insecticides, herbicides, rodenticides) 'L 06 Gas ine, Jet fuel, gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED. Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda , Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar. PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint&varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor&furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers Sal Ve 4k (including bleach) Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS V��'t/-� � �,Sim• �ti�tu�i� � '� a�r�en? c w r alp $� � � r �a CA eA � i Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY SITE VISITS DBA: Sunoco Village&Garage Fax: Corp Name: Mailing Address Location: 1617 Route 28,Centerville Street: 1617 R e 28 mappar: City: Centerville Contact: State: Ma Telephone: —7—?,y— -7J71 Zip: 02634 r Emergency: sv� — —79U—Z 5J Person Interviewed: Y/ &A'A Business Contact Letter Date: 6/24/2004 r � Category: Inventory Site Visit Date: 7/1/2004 Type: Follow Up/Inspection Date: public water ❑ indoor floor drains ❑ outdoor surface drains 0 license required ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc ❑ currently licensed W town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir ❑ on-site sewage ❑ indoor on-site syste ❑ outdoor onsite system date: Batterys&Tires are included. compliance: incomplete 4 � v k b . Page 2 a Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials ❑ gty's>25 Ibs dry or 50 gals liquid but less than 111 gals 0 gty's 111 gals or more description: qty: unit of measure gasoline 12000gallons _ ....._..__.._._.....__._......_..._..._..... __....._......_._.._._._........_.._.......__......._....................__........_......_......._..._...._..._._............................... _._.... waste oil 200 _ motor oil 5cases antifreeze(for gasoline or coolant system 3cases .._......_.....__.........._._._..._..........._.....____...._..............._.........._..._........ ..........._...._................_ ...._._.._........_._...__._._............,............................................. ._......................................... waste antifreeze 55gallons Waste Transporter: 'Cycle Solve Fire District: COMM 44,0�J -� Last HW Shipment Date: Waste Hauler Licensed: es ��a �s vvqs4p- Pam-/. car � �ss�s S� �/_ 110P-13-1 3"te$ -418/— 141I.4 6r7� j w 9 1 s cc z_CA-) c6 I 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 6LA_n(DC-0 (see"Orders") 5. Retail Stores 6. Fuel Suppliers ADDRESS ItDl_1 ��S Class: 7. Miscellaneous v t rVs "QUANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks M IN OUT IN OUT IN OUT &gallons Age Test F Gasoli et Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) w new motor oil (C) transmission�yaulic Synthetic Organics: degreasers Miscellane us: )S S DISPOSALIRECLAMATION REMARKS: 1. Sanitary Sewage 2.W ter Supply > Town Sewer Public \ ZM n O On-site QPrivate 3. Indoor Floor Drains YES NO\ 1 O Holding tank:MDC Q Catch basin/Dry well &u I C ��►► O On-site system c�_ U- �*1_1 N® . 4. Outdoor Surface drains:YES N0�L ORDERS: Q Holding tank:MDC CZ���. � (1 iCaQ_ O Catch basin/Dry well 20. `�--�. v�- O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product cw 4 NO 2. Q� 57 j��6 (s) Interviewed Inspector Date TOWN OF BARNSTABLE OMPLIANCE: CLASS: 1.Marine,Gas Stations,ERepair BOARD OF HEA satisfactory 2.Printers 3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY cu t ! O (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS A .. "qzM r Class: 7.Miscellaneous �5*-,V_,%Z�,64A&ANTITIES 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,detjaei-(U } k #2 (B) 6 Ly Heavy Oils: f waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers s � Miscellaneous: .c? 41, AV F T DISPOSAI./RECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply O Town Sewer fiOublic . On-site QPrivate 3. Indoor Floor Drains YES NO O Holding tank:MDC Q Catch basin/Dry well L72� O On-site system 4. Outdoor Surface drains:YES/NO ORB=&Y -- Q Holding tank:MDC i' s O Catch basin/Dry well % J ''' O On-site system 5. Waste Transporter r Natne of Hauler Destination Waste Product 140, 2. �Nerson(s) Interviewed Inspector Date s TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH r ' satisfactory 2.Printers" `" 3.Auto Body Shops �- C O unsatisfactory- 4.Manufacturers COMPANY0��-r1�VX t/VoW (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS /e(/7 6 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 Fuels: Gasoline Jet Fuel (A) Diesel, Kerosene, #2(B) Heavy Oils: waste motor oil (C) 112�3 new motor oil(C) �� '✓ transmission/hydraulic Synthetic Organics: degreasers Ld pa Miscellaneous: A I J DISPOSAURECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply T— /6 - O Town Sewer Public _ jOn-site OPrivate 3. Indoor Floor Drains YES - NO O Holding tank:MDC_ O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC ! O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product YES NO 2. erso (s) Interviewed Inspector Date Q ljandax March 26, 1998 Mr. James Tinsley Town Manager 367 Main Street Hyannis,MA 002601 RE: Notification of Document Availability: Phase I Limited Site Investigation Report Copy of Legal Notice of Tier Classification; Sunoco Service Station 1617 Falmouth Road(State Route 28) BaruAable(Centcrvile),MA RTN 4-13380 SUN DUNS#0006-0467 Dear Mr. Tinsley: On behalf of Sun Company Inc. (SUN),Handex of New England, Inc. (Handex)provides this letter as notification that the following events have been conducted in accordance with the Massachusetts Contingency Plan (MCP) at the referenced location: 1) In accordance with 310 CMR 40.1403 (3) (e), this letter is provided as Notification of Document AvailabilityY'ofithe Phase I Limited=Site.Investigatiori Report. A photocopy of this report has been submitted to the Department of-Environmental Protection(DEP), Southeast Regional Office, 20 Riverside Drive, Lakeville, MA, 02347. You should inquire with the DEP at this address if you wish to view this document. 2) In accordance with 310 CMR 40.1403 (6) (b) and 310 CMR 40.1406(1), enclosed please find a photocopy of the Legal Notice announcing Tier Classification of the referenced location that will be published in The Barnstable Patriot Newspaper on April 9, 1998 and The Environmental Monitor on April 8, 1998. If you have any questions or require further information,please contact our office. Sincerely, Handex of New England,Inc. ��c,J-U... l/ � yam` /�G�• Edwin P.Madera William J. Brochu Hydrogeologist Senior Hydrogeologist Enclosures cc: Mr"William Morse, SUN;Westborough;�MA - 1Vlassachuietts'DEP,`Southeast Regional Office;Lakeville,MA ' 398 Cedar Hill Street, Marlborough, MA 01752 • (508) 481-5750• Fax: (508) 481-5159 NOTICE OF SITE INVESTIGATION AND TIER IC CLASSIFICATION Sunoco Service Station 1617 Falmouth Road (State Route 28) Barnstable (Centerville), Massachusetts 02632 RTN 4-13380 SUN DUNS#0006-0467 Pursuant to the Massachusetts Contingency Plan (310 CMR 40.0480), a Site Investigation has been performed at the above referenced location. A release of oil or hazardous materials has occurred or may have occurred at this location which is a disposal site (defined by M.G.L. c. 21 E, Section 2). This site has been classified as Tier IC, pursuant to 310 CMR 40.0500. Response Actions at this site will be conducted by Sun Company, Inc., who has employed George E. Campbell, LSP of Handex of New England, Inc., to manage response actions it accordance with the Massachusetts Contingency Plan(310 CMR 40.0000). M.G.L. c. 21 E and the Massachusetts Contingency Plan provide additional opportunities for public notice of and involvement in decisions regarding response actions at disposal sites: 1) The Chief Municipal Official and Board of Health of the community in which the site is located will be notified of major milestones and events, pursuant to 310 CMR 40.1403; and 2) Upon receipt of petition from ten or more residents of the municipality potentially affected by a disposal site,a plan for involving the public in decisions regarding response actions at the site will be prepared and implemented,pursuant to 310 CMR 40.1405. To obtain more information on this disposal site and the opportunities for public involvement during its remediation,please contact Mr. William Morse,of Sun Company, Inc., at(800)777-6444 ext. 1708. 0.3 TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair O satisfactory 2.Printers BOAIL OAF I LTH O 3.Auto Body Shops unsatisfactory- 4.Manufacturers CC'MPANY �� �`"� (jy0� (see"Orders") 5.Retail Stores ^' 6.Fuel Suppliers ADDRESS 4, ►G� Class: _L 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 Fuels: /tZ,, 7 Gasoline,Jet Fuel(A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) 3 transmission/hydraulic Synthetic Organics: degreasers M' cellaneous: 3 L; ` 110Q`t DS d_ QX4 Aold. - odds w4 S/tiv_( e -IQ�' 3 la DISPOSAL/RECI AMATION REMARKS: O.. - I 1. Sanitary Sewage 2. Water Supply � O Town Sewer Public 2�s S,� jb On-site OPrivate r 3. Indoor Floor Drains YES NO X O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES XNO ORDERS: O Holding tank:MDC �nn-site atch basin/Dry well system 5. Waste Transporter Name of Hauler Destination Waste Product YES 17(7- 1. 2. af Person (s) Interviewed Inspector Date A - . Date: — 1117 TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAMEOFBUSINESS: 0_r5(,C_CCf 1/1/z 5U Q9 C0 , AC A BUSINESS LOCATION: 1617 Z&" 110n X , -,m U�MA- 0163t. MAILING ADDRESS: 1617 MI-P(9ti4 r1f N 642rol, A. OW;_, Mail To: Board of Health TELEPHONE NUMBER: - 7�S`- 7/7/ Town of Barnstable CONTACTPERSON: d"W/I P.O. Box 534 EMERGENCY CONTACT TEL PHONE NUMBER: AV-3 10 Hyannis, MA 02601 TYPEOFBUSINESS: 64 W16. Does your ' e any of the toxic or hazardous materials listed below, either for sale or for you own use? YES NO This form a returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity o,9b Antif reeze(for gasoline or coolant systems) Drain cleaners ANEW USED f Cesspool cleaners Automatic transmission fluic( (�f�f) Disinfectants Engine and radiator flushes Road Salt (Halite) d-C�/Hydraulic fluid (including brake fluid) _ Refrigerants lao Motor oils Pesticides SEW USED( WIff,2 (insecticides, herbicides, rodenticides) asolin et Fuel Photochemicals (Fixers) idb Diesel fuel, kerosene 2 heating I NEW USED S Other petroleum produc s. grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt & roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint & varnish removers, deglossers An other products with " Paint brush cleaners Y P poison" labels (including chloroform, formaldehyde, Floor & furniture strippers hydrochloric acid, other acids) Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Date: of �- AR TOXIC AND HAZARDOUS MATERIALS REGISTRATION FO NAMEOFBUSINESS: C&7`/l/L ,SU BUSINESS LOCATION: /6/7 MW 7W CAOad Mail To: ' MAILINGADDRESS: /617 y1X1- '�(9Q7'# li Board of Health TELEPHONE NUMBER: S^v-A-— 72 57- 7/ 7/ Town of Barnstable CONTACT PERSON: G P v/1 P.O. Box 534 EMERGENCY CONTACT TEL PHONE NUMBER: 3�90 Hyannis, MA 02601 TYPEOFBUSINESS: GAS Does your -rm store any of the toxic or hazardous materials listed below, either for sale or for you own use. YES NO 1 This form a returned to the Board of Health regardless of q ves or no answer,.Use the enclosed- -envelope for your convenience. k If you answered YES above, please,indicate if the materials are stored at a site other than your mailing { address: } ADDRESS: TELEPHONE: e � I LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless'of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. ____Quantity Quantity o,9y Antifreeze(for gasoline or coolant systems) Drain cleaners �-1VEW USED Cesspool cleaners i A_5� Automatic transmission.fluid'C,51/i�r) Disinfectants Engine and_rad ato'r'flushes _. Road Salt (Halite.) -Z�-H draulic fluid i.ncludm -arake fluid Refri erants _ 4/vv Motor-oils #, "a Pesticides NEW USED{ Ls'�E� (insecticides, herbicides, rodenticides) Uda Caolane,zJet FueI Photochemicals (Fixers) ivo Diesel fuel, kerosene,,,# heating oil NEW USED f S Other petroleum prod c s-. grease, Photochemicals (Developer) lubricants; gear oil NEW USED Degreasers for,engines and metal Printing ink } Degreasers for�driveways & garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers.`- Lye or caustic soda Car wash detergents Jewelry cleaners I Car waxes and polishes 4 . Leather dyes Asphalt & roofing tar �, t Fertilizers .�-- F-.aints,=varni.shes, stalns,,dyes. Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint & varnish removers, deglossers Any other products with "poison" labels Paint brush cleaners (including chloroform, formaldehyde, Floor& furniture strippers hydrochloric acid,.other acids) .Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) ^�" may be toxic or hazardous (please list): Spot removers & cleaning fluids - ) (dry cleaners) { Other cleaning solvents ? Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Y He, C> C9 TOE N OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH satisfactory 2.Printers 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY �� Gfl�Gr� K.BCD (see"Orders") 5l Stores .Fuel Suppliers ADDRESS .6 Class: 1 7.Miscellaneous 7[i�� QUANTITIES AND STORAGE (IN= indoors; OUT-outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground IN OUT IN OUT IN OUT #&gallons Age Test Fuels: �r 000 j¢F� I Gasoline,Jet Fuel (A) p Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) 11000 new motor oil W x_ f transmission/hydraulic X Synthetic Organics: degreasers L;K lyis c lla�ne�o�u : � DISPOSAL/RECLAMATION REMARKS: 1. Sanitary Sewage 2. Water Supply lit 314 O Town Sewer jWublic VOn-site OPrivate df'o y 3. Indoor Floor Drains YES N0� r O Holding tank:MDC ` O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC Lee %+�—J' a-ipLAL 00�c- , O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler /1,, 1 • Product 1. O 0, l t�(%��Q U` l YES NO Person (s) Inter'yewed Inspector ,-r' Date i l,16 Ki wi �(,l� / eAl 8Wyk YovSf6�, TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops A .04 ✓�` -i V0 0 unsatisfactory- 4.Manufacturers COMPANY �: ,A (see Orders ) 5.Retail Stores 6.Fuel Suppliers ADDRESS 1,61 7 ,o, ass: 7.Miscellaneous 4,tW%yrp� MNTITIES 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,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) Ar Y�d new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers ClkifA-e /11 Pal Miscellaneous: ZaAd yc/A x 71. �_r.6 V 12, �jl x/t-� - 10 ,,ly ► V1 41,0 4 Vat,� 72 ,Alf DISPOSAL RECLAMATION REMARKS: 1. Sanitary Sewage 2.jVater Supply O Town Sewer Agfl5ublic Yon-site OPrivate 3. Indoor Floor Drains YES NO , O Holding tank:MDC4? * Al O Catch basin/Dry well , -14 L, 0� ` O On-site system At& 4. Outdoor Surface drains:YES NO -;'-' ORDERS: O Holding tank:MDC �`� O Catch basin/Dry well r O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product 9 OZ YES N0 CY erson (s) Interviewed pector7 Date J r TOWN-OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair 0 satisfactory BOARD OF HEALTH 2.Printers3.Auto Body Shops t, 'O unsatisfactory- 4.Manufacturers COMPANY. '. ! (see"Orders") 5.Retail Stores ,� 6.Fuel Suppliers ADDRESS IG1 Ci~ul �n�±I' �. r) Class: „ 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATERIALS i Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN JOUT #&gallons Age Test Fuels: / r Gasoline,Jet Fuel (A) �' r Diesel, Kerosene, #2 (B) Heavy Oils: -� waste motor oil (C) � new motor transmission/hydraulic Synthetic Organics: degreasers Miscella";n`eous: j'1/ DISPOSAL/RECLAMATION REMARKS: PccVr1_r_C) 1. Sanitary Sewage 2. Water Supply AIA1 A O Town Sewer OPublic r r `Q On-site OPrivate '�V 3. Indoor Floor Drains YES NO O Holding tank: MDC f + O Catch basin/Dry well a/' ;(�" ,�()� �7 /)1 i1' o On-sites stem ! �� f i 4. Outdoor Surface drains:YES NO 10 IDERS: o C O Holding tank: MDC O Catch basin/Dry wellr- O On-site system ,_ v 5.Waste Transporter Name f Hauler Waste censed?i /o� / Destination r ' S 2. lP&rsori(s) Interviewed Inspector Date TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: 25-Z e-c��l floc Mail To: BUSINESS LOCATION: ��/� /yi�vc �Pr� N rii_� Board of Health MAILING ADDRESS: `aa 2�e� Town of Barnstable �'�' ^ P.O. Box 534 TELEPHONE NUMBER: Di`- 7)5 - ,; , / `� Hyannis, MA 02601 CONTACT PERSON: Rim EMERGENCY CONTACT TELEPHONE NUMBER: `�'`� � � 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 Vz 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: It, J 7 /"46ay' TELEPHONE: S 03— 27s- a2/ LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case Antifreeze (for gasoline or coolant systems) _Drain cleaners Automatic transmission fluid 9== Toilet cleaners Engine and radiator flushes � Cesspool cleaners Qy Hydraulic fluid (including brake fluid) ce);Vl Disinfectants -A.�Motor oils/waste oils Road Salt (Halite) "� J�/�/ // aso�,,Jet fuel vl,rf _ Refrigerants /�- 3 Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, r P Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal /1/00 Photochemicals (fixers and developers) /U0Ali Degreasers for driveways& garages /? A Printing ink jv 9 1� Battery acid (electrolyte) ZV,8Lt Wood preservatives (creosote) A10-4/1 Rustproofers _, Swimming pool chlorine N� Car wash detergents 4 77e Lye or caustic soda N4Ad�_ Car waxes and polishes 41dni4 Jewelry cleaners 1V49XL1__ Asphalt & roofing tar Leather dyes lVigEf Paints, varnishes, stains, dyes �-Fertilizers (if stored outdoors) Al Paint & lacquer thinners -AltIML PCB's AJ09)L Paint & varnish removers, de.glossers 41 Other chlorinated hydrocarbons, Aldj f __ Paint brush cleaners (inc. carbon tetrachloride) n/'� Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, J Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may A/ N Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents r1/r�Bug and tar removers RECEIVED Household cleansers, ove cleaners - FEB 1 5 1995 w LHEALTH DZpT. tee1l'*WN T& hADepa7f t tE nary Copy-Business 6 f J• #d i BARNSTABL 7 •A{@ �o 1e39 . ,d - �o rl"r 367 Main Slreal, — yunnij, Wass. 02601 May 23, 1985 NOTICE OF HEARING SUN REFINING AND MARKETING COMPANY OF 498 Concord Road, Framingham, Ma. , John A. Hastings Jr. , Area Sales Manager, has made application to store 26,000 gallons of gasoline in five (5) underground fiberglass tanks (three 8,000 gallon tank for gasoline , one 1 ,000 gallon tank for fuel oil , and one 1 ,000 gallon tank for waste oil ), to replace five existing underground tanks on property owned by them and located at 1617 Falmouth Road, Centerville, Ma. Said tanks to be used in conjunction with a gasoline service station. A public hearing on this application will be held in the Town Office Building, 367 Main Street, Hyannis, Ma. on Tuesday, June 11 , 1985 at 10:00 a.m. Jeffrey D. Wilson , /S Th` John C. Klimm � O U U �J9Ltoa-J _ Jeffrey D. Wi.l son o� v Board of Selectmen L,�fs`1 Jv�F,��U,d� of / ER�iT/ Town of Barnstable Legal Ad - Village Adver�iser 5/30/85 Please bill legal ad to: John A. Hastings, Jr. Area Sales Manager, Sun Refining and Marketing Co. 498 Concord Road Framingham, Ma. 01701 . � �- :�" L..b d� t• fir^ "-� +r � L,t" ._ •-�+Y 4 Y+., a .. 1 t �, * Y .•. r fi 1 � +��. ,, * � , y, t* ; a k7 3 ♦ -. ♦ a �_,� '. it 3 T ,. tY y ;.� � �' ` M a .J: x •` .z E, t ; _'' s,�.it ir.r # S e t,.t, _• - ': ,. .# i •;, �., _;,�x t F -+i� "ti.+r. ry* +�„ + +J ��'. ;'VTR L,, ..+c 190 x � �`„� '$ t. r '_ is-• S. l`�:: !'.'+z k '# � '�}' .�.•w S �{Ile 'fy x �. , f k > � q ; ..# Jy� ,yr i t+t '''� t !. + , •�: i_t'< •k .. ' :"S'.', yt s is IS + .�k.:f * BRA. � .�C}hri'�$sLi�1g6 - i,, "�,.,7^ •:T� � >, t r; i * �.:� ry*•�.}x��' f anager .... .tu` •`tfE . r u g�,itefini�ny and markitllug r nptrri�r s 4 z , � 88- b M� � �''i Re•qq�.,•r� 5e"4,':• a. � J# s, t ;- �� HA -ram Ogbak % +-�'--cam+� r�� i 7� � • T ^5 rr ♦ �xa F r� � y'•, •.rj � ��{/�l.}�(dL 11�G[��ii•��� .^ � R,,...•'* T WY. �#.'i � kc + � ��•.,. Y - �' - { •iY bui s piana to remove your..present under yid eta at_tt�e, u asc�il xe St tlon;N i'x` � t 1617 FBI,r�oi� hJ tc ci,�G i irvttie► . replace .vn1 �ftb' C t 13 6 Ob.,-gal.1an r; ` ,* ii i rglass tar t,o (1 l,ti #�'gallon ,aii.tank= d ane fit)'1,Q ''grail€n v ste ail I _, , - > �+ ton- are apptaved by.rbe-Board'c t' ,, r, •. rY ! d�T 1lo exar,,qqu ark'ir►cr�asing your• urt rY cIj b* ON' g6flons Wnd rn- receive . aPP, ov,s? vt;-tAs lcensir autii pie oP`�the 1't #Tcifiairistit�bi cp ... •' .at; ti# ry '.,;k+�,� _yi n r t ankg� ` ust be caved.r;and pi c z dci, 'the +shpervisto the enterviile=�sttiletpartrt :. w. x�, ,, ,.•' ; R"is ,, +• ✓e - �'9. = E ; nciasti isa,#ozm fcr urttrplet' t " return tc '.tize,"Hs�rzrd.o 1Cerith `after Ins iilattot�; t. Y,.„ x ~� ,it is raslbility to-obtain `apbt6vat!W6h- 14censing. � + auti4rity th `Centervl ester viileFiral �pa€tmext `" r fi..• v r ~fit s Very C2t� -V •i t = w +, 4• r �zF .y'S '' •'� € } ap,�c s a �'' `}1s. (� < - ,dot-*is x`• SM k'".a .. s +, d .' 1=t, F John 1f1.' '4 'tr ,* .s a r r• z'c, ^�, `+ . •.+. _. � tit' d, ; r I � " -w u :• `� -a;, r 5 g R ��t. s-+-:�'. "t;'^,.g" r. � ''''� �,•. � � �,7 / i r, �Ki.� -r "•tsy saf r - '�'+ ssx ,�«:,.N, Y f. tt,- -t s' �:♦ a;r7 r Mysi f + Ah. r 2L *.�' "1 xA r C` .�.. 3 !� .'�•' y.` t*• . .,• .. 7. s � .. j ,tom ,.k r tr a r, �♦ .s ! s♦ '� q} y- r[h l�*,c�"yi. '' - sx •v r a t._ r'` �4�� :8,xw ��aard W UViVf.•,t r. -r�> s�•�� -wr, *�`� t. - >,r.'° .1# s yc r: .c «yi.,k i yV 1 _ f' y ' Cent rvllle 4stervitle Rlxe, g rtznent" F Y ..s-• � .a � y r at * fi ; � £ r b 4 - � .. Rat .-.: 4 •rr 44. i; 3k- iti .µ rI + • s' - '' t• # , ,r d' Ct ty a. ,:a � +` y' r.0 Yy _. �"` •'L , • r2 S' f�' -.. t e r „,. *t4�», 4 h.., .. �• 1 t ,G"�a-1.~a �F d N ..y.'R: ♦ _ .i +} ;.• - _ i � � _. Paa 3 u `` +w * r . . �'+r >cx it r,. t -'yJ d s f{,._ sue, g i .. '� > .: �,}p' .•r : ., _ ' '�.e > * '.i.i,'^ a dt:. �` . i::. • q' , J F Byron Manager Boston Division Sunoco Marketing OILI 2 Sun Refining and -�- Marketing Company ••✓��• PO Box 988 Framingham MA01701 617 8751371 March 6, 1985 Mr. John Kelly Director Public- Health 367 Main Street Hyannis , MA 02601 RE: 1617 FALMOUTH ROAD, CENTERVILLE, MA Dear Mr. Kelly: Enclosed is plan SRM 470 of our Sunoco gasoline station. This plan shows our proposal to remove all steel under- ground tanks . These tanks consist of three (3) 6,000 gallon gasoline tanks , one (1) 1 ,000 gallon fuel oil tank and one (1) 1, 000 gallon waste oil tank. Total under- ground capacity of these steel tanks is 20 ,000 gallons . We plan to install three (3) 8, 000 gallon fiberglass gaso- line tanks , one (1) 1, 000 gallon fuel oil tank, and one (1) 1, 000 gallon waste oil tank. Total capacity of the new tanks would be 26,000 gallons . This installation would be beneficial to the Town of Barnstable as wet L-as Sunoco . Your prompt review of these plans would be appreciated. Very truly yours , , SUN REFINING AND MARKETING COMPANY John A. Hastings Area Manager JAH/gwm enclosure J `ri Town of Barnstable Hazardous Materials On-Site Inventory and Inspection FACILITY INFORMATION: Business Name: V9_Gu77Vc_3uAJ®C0 Business Location: Mailing Address: Telephone Number: J Contact Person: aw &-r- �1�f�✓ Emergency Contact Telephone Number: T r Type of Business: fiT� �'�/ � /�'{A/� ���oE '� .S� ncxJ HAZARDOUS MATERIALS (CHAPTER 108) Virgin Produc Total Quantity Container Size(s) Storage Location Major Materials Gallons or Pounds Quarts,gallons, Shed,retail store, drums,tank,etc... cabinet,closet,etc r CA-zOW11A 6/ E 3�y 8,V6IxJ.6 0a_ c�� "� A oVoN4/ " 72e5 c s AFC A. 64TTE/-/E� �.E7TZ/DES �f'ej� 3 �{-NTJ-�fPE�� �3 C�,qu-fall d,vE ��c.e.ac1 s� � �'�� p ,7c 3oMES ek-�t�L� W/NDSff W*slfEn ttvm 3 4 4t�e_eNs 11;' VL 13oTze-S r3 e-rfIZ- s r,046- ,��aassio,J+ U_,6AJS Ve 3 N Fuee 5/ / Rai a If E7K/G�7''A eE C�WA-STE7 OIL k1t.oa S F* C C*R0vAJb ThdK / NIO.L e2 fl*"'a/ - 1 - L Misc. Combustibles 11-1-P,DUrvoE ,S7Z)�%E 60N77tlA)Z-7 -S Misc. Corrosives Misc.Reactive Misc.Toxics Inventory Total Amount: Hazardous Materials License Posted?Yes No Contingency Plan Posted? Yes No Fire District: ,o .1-fH Fire Extinguisher Service Date: J-0/0 Metal Covered Rag Bin: e No Absorbent Material Available No Type of Absorbent: Speedy D !ads)Pigs Other: MSDS on site? Yes & Hard Copy Computer Access Hazardous Waste Handling Hazardous Waste Generator Identification Number: Type(s) of hazardous waste product(s): 1XIA-SX ®t[- AS ,4 i J��UL� ��yCe�B[�Nit�iftc. Date of last hazardous waste shipment,type of waste and quantity: W-.,jSr€ 6/4- As Hazardous Waste Transporter(s): Designated Hazardous Waste Facility: Hazardous Waste Storage Area Description: A167-E: 0/4- Fiz-r6eS A-R.,-- /?t'r b,--0A1AJt0 AND y15P0S6b 0r AS •Soop WASTE. Is hazardous waste storage area labeled: Yes No Are tanks/drums/containers labeled with the words "Hazardous Waste",the type of waste and the associated hazard(i.e. ignitable,corrosive,reactive or toxic) Yes No If hazardous waste is stored out of doors is it covered from the elements? Yes No VIA Is it in 110% containment? Yes No If hazardous waste is stored indoors is it on an impervious floor? es No - 2 - 1 FLOOR DRAINS (Chapter 381) Town Sewer Account Number: N A Indoor floor drains: Yes o If yes,circle one,does it discharge to a: holding tank dry well on site septic. Outdoor surface drains: Yes No If yes,circle one,does it discharge to a: holding tank dry well on site septic. FUEL AND CHEMICAL STORAGE TANKS (Chapter 326) Underground Storage Tank(s) on site? es No 6/ye� ���i 4,14 IA15M"-� Age: * � Is removal required? Yes (V1 If yes,when? Is testing required? Yes No If yes,when? Afxr-020- ,,xxj 7wsr7N6 Je-&-paAD Ar zwo Out of doors above ground storage tank on site? Yes If yes,is it protected from the elements? Yes No If yes,how? Is it on a foundation larger in size than the tank? Yes No COMMENTS/RECOMMENDATIONS/CORRECTIVE ACTIONS 00 EC VE 776,AIS O 7X s Ta ge 013 AAA40 .4nlb rYA1AJ7*1AJiZ /Al AAA 6 RJC/?AA1 r Zj�j-h Xe4W,a/02. Z dos ,eez i-G.9e6VA9 6- ZWt Wddr-C ®1L 9U 1W SD /.1/ 77/E" 5PA-CE zy WORd S u O- 01- -76D R,-GVGe A/3GE Al'f Ex/AZ�r �,a5k--b 0/1- 64 ^AAJI) '�Mk IC. ® /{ 20/0 �•4�ddu_S AA7�1e1*j-3 37� -A6C f eetjSF /s Td lee cerklNirp Xf b P©,S/ DA/ S/7 L g K DOG!Cam-T7rJ w43 elao v-1 5 py t,& A r-�L) 4A-j /5 c'.d Pc PDS TED A-.J 0 A- "P�f JeWr 771 INC O gULH�t?7,/ �/V/Si B,cJ Ici>T7/L1� .¢e/'U CA-776 A). Date: /0 _.�tW0 Public Health Inspector: Facility Representative: - 3 - o U U p O y128 y50 U y21 y1705 y,22 �] U N„a ;. N1676 1 1 y64 ElF_____i-____� CAPE CC9 . BANK & TRUST OW-30 t 59 4MW-31 148 \/ \ � MW-36 eMW-32 BFO_ECHWOOO�CEMETERY y67 y1663 � y1620 MW-37e I 9g1 � N41 y67 ®77 N40 O A MW-33 y65 N87 UU /(^J\ ^� KEY V � MW- B 016 @W-17 Cz3 e MONITORING WELL 180 1 + DESTROYED MONITORING WELL MW- � (APPROXIMATE LOCATION) U MW-18M y70 U /V2 O y63 MW44 O AIR SPARGE WELL e BAYBERRY SQUARE � ♦ RECOVERY WELL V N99 MW-20 CONDOMINIUMS A -_ O W-3 (COMMERCIAL) � _13/. d SOIL BORING W-✓ ��S W-1_/,tiW-1t� -PROPERTY BOUNDARY MW-35e y51 N68 W-75 O AS- Tl�ff// AREA -w-WATER LINE MW- U W-2 RW-O E- {IST ELECTRIC AND TELEPHONE SHE w- MW-21 N11, -2 N1645 MW-,O -3 UMP� UST UNDERGROUND STORAGE TANK O MW-1 p lJ, O y66 d MW-91 5 O I .a y41 a y126 MW-16 �LEAELD G MW-2,I� L*' tCtC v f W-23 W-17 MW-40 yti p y2sa / /� a N 1A4G MA MW-34� J PQ y58 y12t p / e SERVICE 617 \/ y46 4. STATION �4 yJ3 ¢O U U O p MW 39� APPROXIMATED / MW-25 131 �M,W-24 MW-38' ING�RATTIOON y1600 \/ U N LERY VACANT MW-28 A y25 ,�{V N34 y 23 \ � / LOT BELL TOWER LL 0 1 U s N252 y1597 y9 G� y177 y145 Q p S,3 SHOPPING � � 1 MW-2T MW-26� �\ j I � a \ \ 0 N157 y226 V CD / U y175 U O y173 , #11 y225 - - _ O N1577 / y29 / \ y175 U y197 .. Nn^ N37 ` 1 0 80 Scale in feet FIGURE 1 SITE PLAN FORMER SUNOCO SERVICE STATION SUN DUNS y0006-0467 I 1617 FALMOUTH ROAD CENTERVILLE MA.SSACHUSEITS GSC REF.:040703.0251TE CHECKED BY: REVIA 4 9 S BY: I' SOURCE:GSC Feld Reconnoissance and BSC K L E I N f E L D E R c a� well IaaaGan plan dated 6 20 05 I I T R N Y E UTILITY NOTES 4, WD 1. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES INC'V& St"QVI: TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL > EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCA11ON OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE NYE LIMITED TO THOSE SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEER, OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, INFRASTRUCTURE AND UTIL111ES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, ENGINEERING THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE SURVEYING TILITIES AS REQUIRED. CONTRACTOR SHALL PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND U 2. 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. 3_ A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER AND .SEWER LINES. Registered ProfessionaV Engineers WHERE WATER LINES CROSS SEWER LINES, THE SEWER LINE SHALL BE LOCATED WITH A MINIMUM VERTICAL and Land Surveyors CLEARANCE OF 18" BELOW THE WATER LINE. THE SEWER LINE JOINTS SHALL BE LOCATED EQUIDISTANT AND G G AS FAR AWAY FROM THE WATER LINE AS POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL TION AS STIPULATED ABOVE, BOTH THE WATER LINE AND SEWER LINE AT THE 1996 AND/OR VERTICAL SEPARA G EXISTING TI 78 North Street - 3rd Floor &S 6-PL:_Pi_ CROSSING LOCATION SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT-LINED DUC LE IRON PIPE FOR G G APPROXI dCA Hyannis, Massachusetts 02601 G ONE FULL 20' PIPE LENGTH OR AN&MER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. G THE JOINTS FOR BOTH PIPES SHALL BE LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE. 130TH PIPES SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE THAT THEY ARE WATERTIGHT. 4�) Phone - (508) 771-7502 U LAYO G STAre G -35 PVC WITH A MIN. SLOPE OF 0.50% UNLESS OTHERWISE NOTED. 4. SEWER MAINS TO BE 8" MIN. SDR Fox - (508) 771-7622 G G SEWER MAINS AND SEWER FORCE MAINS TYPICAL COVER OVER SEWER LINE SHALL BE 6'. IF LESS THAN 4" www.baxter-nye.com OF COVER IS PROVIDED, INSULATE SEWER LINE AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR EQUAL TH Rn ,6 341+00 5. COMMERCIAL SEWER BUILDING CONNECTIONS SHALL BE 6" MIN. SCHEDULE 40 PVC, U.C.N., AT A MINIMUM SLOPE OF 1.2% U.O.N. FROM MAINLINE TO BUILDING. RESIDEN11AL SEWER BUILDING CONNEC11ONS SHALL BE (ROUTE MOU G) 342+00 4* MIN. SCHEDULE 40 PVC, U.O.N., AT A MIN. SLOPE OF 2.2% U.O.N. A CLEANOUT SHALL BE SET ON DYCL EACH SERVICE LINE AT A DISTANCE OF 10' +/- (U.O.N.) OFF THE FOUNDATION. ALL PIPING FOR 34,34,00 COMMERCIAL BUILDINGS SHALL BE PER PLUMBING CODE WITHIN 10 FEET OF BUILDING. 344-4-00 6. THE ON-SITE WASTEWATER TREATMENT FACILITY (SEPTIC SYSTEM) HAS BEEN DESIGNED, AND SHALL BE yOUT No. 2748) INSTALL NEW GAS SERVICE. w W CONSTRUCTED, IN ACCORDANCE WITH 310 CMR 15.00-STATE ENVIRONMENTAL CODE TITLE V AND DEP TITLE 345+00 BASELINE LA _:=a PER UTILITY REQUIREM V PRESSURE DISTRIBUTION GUIDELINES. RENTS- w W PRIMARY ELECTRIC 56 W W VGQ_ 7. ALL WATERUNE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND w W V1 TH WATER MAIN SPECIFICATIONS OF THE COMM WATER DEPARTMENT AS AMENDED TO PRESENT. DI SION HAS AU ORITY TO SERVICEj"ATA/COM- OCATION 10 S TA.M P S T A M P RoximATE L w w AMEND PLANS. IF ANY CONFLICTS WITH THE CONTRACT DOCUMENT OCCUR THE HIGHER STANDARD SHALL SAME TRENCH PER APPI W \AI E APPLY. THE WRITTEN SPECIFICATIONS OF THE HYANNIS WATER DIVISION ARE HEREBY INCLUDED BY E. DET� K--�1832 w !;I!!! OF M4 YL-L W Ulf 48) REFERENCE AND ATTACHED AS AS SEPARATE DOCUMENT. VGC * Il- CB P. 1� Rz 3 8 0. 27 w __ _ _ - q-:. - .5' w GRASS I GHWAY LAYO T N w W -Rw--54 - l3q. WAI,K HK 8. WATER MAINS TO BE CEMENT LINED DUCTILE IRON PIPE CLASS 52, U.O.N. ALL CONSTRUCTION METHODS S1 tt'HLN 16P I I r- F GUY 9-3-1 =Nc= AND MATERIALS SHALL BE AS REQUIRED BY, AND IN ACCORDANCE WITH THE LOCAL WATER DEPARTMENT D. =91 RE AND APPLICABLE AWWA SPECIFICATICINS. DOMESTIC SERVICE TO BE 200 PSI CTS PLASTIC LINE U.O.N., TO MATSON E E WALK ca AIER CIVI GRASS E DIVISION SPECIFICATIONS SLEEVED WHERE REQUIRED. V M'7ER _15 No.46345 =====N (Ft D) 1111� 1. nNG UTILITY POLE 9. GATE VALVES SHALL BE MUELLER ONLY. IRON BODY, BRONZE MOUNTED, DOUBLE DISC, WITH TWO INCH EXIS POLE F /R T E L-`U R8 1-2 AND GUY WIRE TO BE OPERATING NUT NTH MECHANICAL JOINT HUBS. GATE VALVES SHALL CONFORM IN EVERY RESPECT TO ALL 10) M'w' IONAL BIT. RELOCATED APPLICABLE AWWA STANDARDS. VALVES SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PSI TEST LP PRESSURE AND SHALL OPEN LEFT. 4/ BOLLARD,4P. SEE DETAI U U '7-Y44 10. VALVES SHALL ALSO'CONFORM TO THE SPECIFICATIONS OF THE AWWA AS TO SIZE STEM, PITCH OF 0' #444, TO LOCATED E 2" CTS PLASTIC DOMESTIC SERVICE TO BE TIED IN EXISTING LIGHT THREAD,'GASKET SEATING AREA SHALL BE FULLY MACHINED TO THE FIXED DIMENSIONS AND TOLERANCES C014SULTANT EXISTING LIGHWTLE 0 VERSOURC I E REQUIR EM TS, TO EXIS71NG WATER METER PIT. INSTALL NEW 2" '5 POLE TO BE 00 T B.M. AS PER AWWA SPECIFICATIONS. ALL VALVES SHALL BE PROVIDED WITH "0" RINGS. THE DESIGN OF THE \TO BE REMO #8 VALVE SHALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED WITH NEW "0" RINGS MILE THE VALVE IS METER MATERIALS PER COMM WATER DEPARTMENT L07 REMOVED -'NOTE: WIRE NOT REQUIREMENTS AND SPECIFICATIONS. TOP CONC. BOUND MAP 209 UNDER PRESSURE IN THE FULLY OPEN POSITION. CONNECTED TO ACRES PARCEL 84 1 ,23± ELEV= 55.04 NGVD LIGHT POLE(PER EXISTING OVERHEAD G) N/F MFRE REALTY LL 11. VALVE BOXES AND CURB BOXES SHALL BE BUFFALO OR PIONEER AND SHALL BE FURNISHED AND FIELD CHECK WRING TO BE REMOVED INSTALLED FOR ALL VALVES. THEY SHALL BE CAST IRON, TAR COATED, SLIDING TYPE ADJUSTABLE VALVE '10/31/17) DEED BK:27797 PG:1 1 BOXES TOGETHER WITH CAST IRON COVERS. SEE WATER DIVISION REGULATIONS. U, 12. COVER OVER WATER LINE SHALL BE 5'. IF LESS THAN 4' OF COVER IS PROVIDED, INSULATE UNDERGROUND ELECTRIC PER FIELD 07�4 1::�__ WATER UNE AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR EQUAL. 0 APPROXIMATE LOCATION OF// (�" 6 ,�'. TYPICAL SIT 10/31/17 Li PROPOSED TRANSFORME L 13. WATERLINE INSTALLATION REQUIRES TIE ROD RESTRAINED JOINTS TO BE USED AT ALL BENDS, ENDS OF CONSULTANT Aa, U LINE, VALVES AND FIRE HYDRANTS, PER WATER DEPARTMENT REQUIREMENTS. RESTRAINED JOINTS TO BE TO BE LOCATED PER Ij INSTALLED PER (TOWN INFO] WATER. SUPPLY DIVISION REQUIREMENTS. EVERSOURCE REQUIREMENTS 1p L 011 �M 11 LF-4" SCH 40 14. IF RESTRAINED JOINTS CAN'T BE USED DUE TO PHYSICAL CONSTRAINTS, ONLY AS SPECIFICALLY PVC CS=4.8%'- APPROVED BY THE WATER DEPARTMENT, THRUST BLOCKS TO BE INSTALLED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE HYDRANTS IN ACCORDANCE DETAIL #301. CONCRETE THRUST BLOCKS AS RFQUIRED, CEMENT TO 2-PARTS SAND AND 4 PARTS COARSE AGGREGATE 0 TE "I 8"HOLLY W S. TAN K CONCRETE SHALL BE 1 PART . C NCRE RIM=57.15' CLASS "C" WITH A 28 DAY COMPRESSION STRENGTH OF 2000 PSI MINIMUM AGGREGATE SIZE,OF 1-1/2-. -0b ON, REMOVE AND PROPERLY �-O 0'.0 A 4 � 11 THRUST BLOCKS SIZED PER SPECIFICATIONS. ALTERNATELY PRECAST THRUST BLOCKS TO DIVISION isn LIGHT LE TO BE REMOVED DISPOSE OF OFF SITE EXISTING SEPTIC g �11 1 .1, P SPECIFICATIONS MAY BE UTILIZED. CARE SHALL BE TAKEN TO ENSURE THAT ALL CONCRETE THRUST M.W. D'BOX-j' SAS, SEPTIC TANK, D-BOX AND PIPE BEEN CUT AND BLOCKS BEAR AGAINST UNDISTURBED TRENCH WALLS AND NOT TO ENCASE FLANGES AND BOLTS ON POLL HA T'f 7 -RED, EXCAV,�TC AND NOTE OBTAIN. PROPER PERMIT(S) 4 'UN'T MECHANICAL JOINT FITTINGS. WHERE�UNSUITABLE BEARING MAIERIAL iS ENCO IL REMOVED, GUY VA NOT FROM TOWN OF 21 LF-4" SCH 40 PLACE SUFFICIENT CONCRETE BALLAST TO OFFSET THE ANTICIPATED THRUSTS. PREPARED FOR : CONNECTED (PER I'll D CHECK ON w M.w"o 4 BARNSTABLE HEALTH PVC 0 S=1.0% -we 0 10/31/17), DEPARTMENT FOR SEP SYSTEM ABANDON 0 TP #2 15. COMM WATER DEPARTMENT APPPOVED WATER SUBCONTRACTOR AND INSPECTOR REQUIRED. COST OF THE MPG Corporation INSPECTOR SHALL BE BORN BY THE CONTRACTOR/WATER SUBCONTRACTOR. 31 S U11LITY POLE 000 G LON 0 STUMP AND Y TWO-COMPARTMENT 17 LF 4" SCH 16. AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE NTH MASSACHUSETTS BUILDING CODE I Roberts Road WIRE TO BE� SEPTIC TANK 0 AND APPLICABLE NFPA REGULATIONS, IF SO REQUIRED. REMOVED PVC 0 S=3.1% Plymouth, MA 02360 INV IN=52.89 INV OUT=52.64 q. (9) 500 GALLON PRECAST CONCRETE 17. PROVIDE A STORZ OR OTHER REQUIRED FIRE DEPARTMENT CONNECTION (FDC) AT THE LOCATION AS PROPOSED SECONDARY ELECTRIC 0 -ACHING CHAMBERS WITHIN 12'W BY SHOWN ON THE PLAN AND AS APPROVED BY THE FIRE DEPARTMENT. REFER TO ARCHITECTURAL, MEP AND FPE PLANS FOR LAYOUT, DETAILS, AND SPECIFICATIONS OF FIRE SPRINKLER SYSTEM. SERVICE AND DATE/COM IN 82.51 STONE FIELD 3 LF 4" cip SAME TRENCH 0 35 LF 4" SCH 40 0 S 21.`D%C 18. GAS, ELECTRIC, DATA/COM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR, WORK, EQUIPMENT AND AAP 209 PVC 0 S=1.5% CB/DH D MATERIALS FOR INSTALLATION OF THESE UTILITIES SHALL BE OWNED AND PERFORMED BY THE CONTRACTOR. (FND) UTILITIES SHALL BE INSTALLED NTH A MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY THE 5 A" �F" I I /F BAYBE Y S ARE CONDOMINIUM D �g ��'g z CONTROLILING UTILITY COMPANY. CONTRACTOR SHALL COORDINATE ALL FINAL LAYOUTS AND DETAILS WITH NEW GAS METER APPLICABLE UTILITY COMPANY. MASTE DEED :3517 PG:1 SEE MEP PLANS PROJECT TITLE 19 LF 4" CIP SEWER rn 19. POWER AND COMMUNICATION DUCT BANKS SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL #C-832. r EN > I WHERE A DESIGN BY THE UTILITY COMPANY OR MEP ENGINEERS ARE PROVIDED THOSE SHALL SUPERCEDE AT 3.1 X INV OUT=53.48 53 LF 4" SCH 40 IC-832. Centerville Convenience Center 1,000 GALLON PVC 0 S=1.0% EXISTING LIGHT ir GREASE TRAP 20. ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. 1617 Falmouth Road POLE TO BE INV IN=53.20 LIMIT OF ALL COMMERCIAL LIGHTING SHALL HAVE THE FIXTURE HEIGHT SET AT 25' MAXIMUM HEIGHT ABOVE GRADE. LIGHTING DESIGN SHALL MEET THE REQUIREMENTS OF THE CAPE COD COMMISSION TB-95-001 "EXTERIOR REkOVED INV OUT=52.95 Centerville, MA �P' 5' OVERDIG If ikl 14 LF 4" CIP KITCHEN SEWER LIGHTING DESIGN". d, LPIPE ok 027., INV. OUT=53.48 , BREAKOUT GRADE=52.3, MIN. 21. ALL UTILITY CUTS THROUGH EXIS11NG CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE E RUN TANK VENT INDEPENDENTLY UP EXTERIO MAP 209 SAW CUT. BACK FILLING OF TRENCH SHALL INCLUDE 12" IN DEPTH FLOWABLE FILL TO THE BASE COURSE SDM 0112 OR INSIDE OF BUILDING TO ROOF IN NEW ELECTRIC 7P #4 PARCEL 83 2120 SEPTIC REVISIONS TP '3 OF THE SURFACE TREATMENT. THE SURFACE TREATMENT SHALL THEN BE REPLACED IN KIND. IF THE METER-SEE # ACCORDANCE WITH PLUMBING AND BUILDING M.w_i;�) 'F TION CODE. SEE�MEP PLANS BY OTHERS. N/F MASS. SOCIETY FOR PREVEN BITUMINOUS CONCRETE SURFACE IS WITHIN THE ROADWAY, THE BITUMINOUS CONCRETE TOP COURSE SHALL A JKL 11125119 CSK-1 PER EVERSOURCE COMMENTS MEP PLANS BE FINISHED WITH INFRARED TREATMENT TO BLEND EXISTING AND NEWLY PAVED SURFACES, IF REQUIRED BY EN OF CRUELTY TO ANIMALS THE MUNICIPALITY. A SDM 11122119 SEDIMENT-EROSION CONTROL DETAILS EN 22. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, & BACKFILLING FOR ALL U11LITIES AND A JKL 11104119 PER LANDSCAPE AND DPW COMMENTS MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS. 'n 'n ......... CONTRACTOR SHALL REFER TO MEP 'AND LANDSCAPE PLANS BY OTHERS FOR ADDI ONAL INFORMA ON AS A JKL 09/1 APPLICABLE. 3119 PER MASSDOT COMMENTS A JKL 07124119 MISC. REVISIONS 23. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN " PVC T ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR NOT THE DETAIL JKL 04126119 PER MassDOT COMMENTS/REVISE GRADING VEN W/ANIMAL SCREEN NUMBER IS SPECIFICALLY REFERENCED. /6\ SDM 01130119 REVISED 13LDG FOOTPRINT 24. ALL COVERS, CURB BOXES, GRATES, AND OTHER FINISH SURFACES SHALL BE RESET TO THE NEW FINISH GRADE. A JKL 01108119 MassDOT SU13MITTAL SDM 11/02/18 NEW LAYOUT WITH 5 PUMPS 25. THE FIRST 10 FEET FROM THE BUILDING FACE FOR STORM DRAIN, SEWER AND WATER PIPING SHALL FOLLOW THE PLUMBING CODE. THIS INCLUDES THE FIRST 10 FT OF STORM DRAIN AND SEWER PIPE TO BE CAST IRON MATERIAL REFER TO PLUMBING PLANS BY OTHERS AS APPLICABLE. JKL 8/07/18 NEW CONCEPT LAYOUT WITH 5 PUMPS MJ 2116118 PER Z13A COMMENTS 26. WHERE UTILITIES CALLED OUT TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED CONTRACTOR SHALL OWN REMOVING PIPE AND APPURTENANCES AS NEEDED WHERE THEY CONFLICT WITH PROPOSED JKL 12/01/171PER SITE PLAN REVIEW COMMENTS WORK. < NO BY DATE I DESCRIPTION SHEET TITLE Utility Plan E SH EET NO c5no _� x DATE :OCTOBER 31, 2017 LO 20 0 20 40 CB/DH 9 (FND) SCALE IN FEET 0 S C A L E : 1"=20' Y X X DRAWN BY:SDM CHECKED BY: MWE > + I J 0 B N 0 2017-060 F I L E 2017-060 UT.dwg LL: 4G U rTT �E cc ---------- ------------- NYEIrk 4,12 �B _ _ 3 CONSTRUCTION NOTES. 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH P TITLE V OF THE STATE SANITARY CODE DATED SE TEMBER 9 2016, AS AMENDED THROUGH THE DATE OF THIS PLAN & ANY LOCAL RULES & TYPICAL SYSTEM PROFILE REGULATIONS APPLICABLE. BAXTER NYE NOT TO SCALE T .NOTES: 2. ANY CHANGE TO THIS PLAN MUS BE APPROVED IN WRITING BY EN G INEERING THE ENGINEER. ELEVATION INFOR MATION MAl10N MUST NOT BE CHANGED LOADING REQUIREMENTS. 1. ALL MATERIALS -SHALL MEET. H 20 LO G S.Q ENGINEER. WITHOUT WRITTEN PRIOR APPROVAL BY 111E E EE T BACKFILLING SURVEYING N _ 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR0 , PROPOPSED FINISH FLOOR EL. 57.00 NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR P Tl INS ECN.0 SET MANHOLE. FRAMES SET COVER TO FINISH GRADE RISER & COVER SHALL BE WATERTIGHT & COVERS TO FINISH GRADE. HT RISER & COVER IN PAVED 4. ALL SANITARY DISPOSAL POSAL SYSTEM PIP ING TO BE 4 SCHED 40 • SET IS RISERS & COVERS SHALL BE WATERTIGHTProfessional n IneerS Re Istered E OTHERWISE NOTED HEREIN. - J FINISH GRADE ELEV 56.8E AREA TO GRADE. SET-REMAINING PVC..UNLESS OTHE g IN SH _ RISERS AND COVERS IN _ f FINISH GRADE 55.2 and Land Surveyors S FINISH GRADE 55.5E GRASSED LANDSCAPED AREA TO „ Y 5. IF NEEDED EX CAVATE UNSUITABLE MATERIAL TO THE C M , F FINISH GRADE. RISER WITHIN 6 0 S G E OF 5 SURROUNDI NG THE FOR A HORIZ. DISTANCE r & COVER SHALL BE WATERTIGHT HORIZON-, \ MAXIM GRADE _ � r 0 VER LEACHING _HING SY STEM TEM cMR 78 North Street 3rd Floor 55.3 FIELD, AND REPLACE WITH CLEAN SAND PER 310 /,. TO 55. LEACHING / 05f ♦G� OF THE SAS. 9 LF 4 IP SANITARY SEWER ® S 3.1% - » 15.255 TO THE TOP ELEVATION 1 C EW - 9 (min) Co ver Hyannis, Massachusetts 02601 : _ TOP OF D BOX 53.68 » » 1 N Y 14 LF 4 CIP. KITCHEN SEWER ® S 2.OX t t a N 2 OF DOUBLE ENSURE PROPER PPE TOP OF AN � /�1 0 T K 54.14 3 MIN. 36 max Cover ( _ T FREEZING AS REQUIRED WHEN . _ CONNECTION BETWEEN 6. INSULATE ALL PIPES AGAINST FREEZ Q WASH D".PE ELEV 52.3 E ♦... ! ,*. N » : 53 LF LONGEST LENGTH)-4" LTER FABRIC R OR Fl S MAN 3 OF COVER.( LESS P `ALL CHAMBERS 4 4 SANITARYCI NV OUT 53.48 N Phone 508 771 7502 N N _ ho e 21 LF 4 SC PVC OS 1.0% _» H 40 C l MI . 6 MIN. SCH 40 PVC ®S 1.0% CH 40 4 KITCHEN IP INV.-0UT 3.48 S PVC C 5 , CHAMBER TOP _ FIRST 2 0 BE LEVEL IN HAMBERS H2O LOADING _. '. :CONCRETE LEACH G C _ PTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE ' .. 2 -ELEV 52.48 . . . . . :: 7. THESE Fax 508 771 7622 'INV IN 52.89 _ - ,. 10 MIN. INV OUT 52.64 4 IA. PVC M. GRINDER DISPOSALS. D w. x er n e.com ww ba t • N V 6 SUMP : _ INV IP OUT 52.26 HYDRAULIC CEMENT & SEAL AROUND P E PVC TEE _ 14 MIN. . . INV IN 52.43 F. - _ 1.73.. INV IN 5 d- SAFE A_.. R SHALL CONTACT DIGS E T Y CAU110N THE CONTRACTOR L WATERTIGHT IYP. FOR ALL PENETRATIONS U U10 8. Q N a O O �.. GAS w BOTTOM OF BAFFLE ,LEVEL - - - . . IG SAFE AND UTILITY COMPANIES TO LOCATE ALL M w Q . 1 888 D L.r .•. -CHAMBER N 4 3 MIN • w CH BE & STONE EX ISTING UTILITIES, AT LEAST 72 HOURS BEFORE 111E START OF GAS UNSUITABLE SOILS IF ENCOUNTERED BELOW ELEV 49.73 , .. EXACT A HALL DETERMINE THE A REINFORCED CONCRETE'--, BAFFLE CON STRUCTION. 111E CONTRACTOR S C ETE .• � N F SAS SHALL BE THE P ST NE ELEV TOP 0 5 MIN - » E EA 0 SA S), 1 ( � � TIN BOTH HORIZONTALLY AND VERTICALLY OF ALL EXISTING ., LOCATION. 0 L ,BAFFLE: 6 CRUSHED 6 CRUSHED STONE HORIZON" AS REQUIRED LDOUBLE WASHED STONE REMOVED TO .THE C HO Q AS E BEFORE 111E START OF ANY WORK. 111E LOCATION OF N BASE UTILITIES 0 STO E BASE 11 1 - Groundwater Observed ® Elev. 4 .83 • SEE CONSTRUCTION NOTE 5 HEREON. No G 1 I RE SHOWN IN AN APPROXIMATE EXISTING UNDERGROUND U11L 11ES A . . .. , SHOWN HEREON AND »• T MI D TO THOSE SHO E_ WAY ONLY MAY NO BE U TE M v DISTRIBUTION BOX U Y THE OWNER OR ITS SYSTEM ( A 1 LEACHING CHAMBER tH2O LOADING. TYPICAL) HAVE NOT BEEN INDEPENDENTLY VERIFIED B E SOI L ABSORPTION SYST OS AS) C G THE CONTRACTOR AGREES TO BE FULLY _ _ REPRESENTATIVE. E S HORE� 6 H2O OR EQUAL Q NTS , TO BE I ALLED N A LEVEL STABLE BASE RESPONSIBLE FOR ANY AND ALL DA MAGES WHICH MIGHT BE 3.000 GALLON TWO-COMPARTMENT SEPTIC TANK CO 3 C 3 0 REQUIRED OCCASIONED BY 111E CONTRACTOR'S FAILURE TO LOCATE 111E Q SHOREY ST3000-H2O ORE UAL A Q I F ELEVATION INFORMATION DIFFERS FROM PL N UTILITIES EXACTLY I TO BE INSTALLED ON A LEVEL STABLE BASE INFORMATION 111E CONTRACTOR SHALL NOTIFY THE EN GINEER E TANKT N STAMP _ SEPTIC 0 Bc INSPECTED & CLEANED ANNUALLY R P SSIBLE REDESIGN. AT UTILITY CROSSINGS IMMEDIATELY FO 0 0 F 1 S N M RT F ELECTRIC GAS �.FIELD LOCATION INVERTS 0 VERIFY IN F D 111E , , S <c3' S 9 & DATA/COMM AND RELOCATE IF-CONFLICTIN G WITH c TELEPHONE O ti ST G PROPOSED INVERTS PER 111E ENG INEERS DIRECTION. 11iE EPH EN v+ I A g S FLOW LINE - CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES S UI DEPTH I DEPTH OF OUTLET TEE BELOW0 D. UQ D E N SEPTIC TANK' 0 T REQUIRED. v MA. ON cn p 4 FEET14 INCHES CIVIL 5 FEET 19 INCHES _o No.4 6345 NN C110NS SHOWN HEREON ARE 9. THE PROPOSED U1ILITY CO E � - o w F 6 FEET 24 INCHES o e �c. G SCHEMATIC. FINAL LAYOUT SHALL BE AS DET ERMINED BY THE ro Cz F 0 ST E a 7 FEET _ 29 INCHES S G APPROPRIATE UTILITY COMPANY. , s N 0 NAL E 8 FEET 34 INCHES CO SULTANT 100 3.0 _ _ 3.0 4 8H 2 0 20 DIA �-- W STONE.3 4 -1.5 SHED .. 3.'6 :. , .r 12.00 ® M-8.5 4•.. . .,. 83 9 CHAMBERS 3 .. .• : , ,•: : ..:. r . : ... .. . . :. . :. . ••, CONSULTANT ; . 10 , 82.5 2 . r • , n LA F IL`ABSORPTION SYSTEM WITH PLAN 0 SO PRECAST LEACHING CHAMBERS , 500 GALLON NO SCALE PREPARED FOR : 1. Y MPG Corporation s 1 Roberts Road Plymouth, MA 02360 SOIL LOGS P 15 511 DATE /3 /17 LEACHING AREA REQUIREMENTS 10 0 Q , 7 400 0=1.34 X 440 ='589 GPD LOADING LIMITATION. 53 5 9 0 NITROGEN L , ARN TA RESTAUR ANT: 10 SEATS x 20 GPD SEAT 200'GPD B S BLE SOIL EVALUATOR. BOARD F HEALTH AGENT: GAS STATION. .75 GPD PER ISLAND - 5 ISLANDS X 75 GPD - 375 GPD SIEVE WILSON P.E. B 0 , = DON DESMARIS RS .575 GPD TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 PROJECT TITLE TOTAL DESIGN FLOW .575 GPD S u _ _ r Centerville Convenience a Center t G.S 5 5 f Ce to a Co e c G.S.E. 54.7 _ G.S.E. 55 0 G.S.E.G S E 0 3 G.S.E. 2. SYSTEM COMPONENTS`DESIGNED PER TITLE V 1 000 GPD. REQUIREMENT 0 0 0 0 - 1 » n » a n », n 0 0 0 0 1.617 Falmouth Road GARBAGE GRINDER (NO T INCLUDED NIA / = 0 -6 ELEV. 54.02 0 -5 ELEV. 54.58 0 -5 ELEV. 39.88 0 -4 ELEV. 52.17 CLASS 1< MIN. INCH )PERC RATE 5 � ) � ) � � ) A Centerville M UP RUN TANK VENT INDEPENDENTLY LIAR 0.74 GPD SF ROOF F BUILDING TO EXTERIOR OR INSIDE 0 B LD E 10YR 5 1 LOAMY SAND E 1DYR 611 LOAMY SAND E 10YR 5 4 LOAMY SAND E 10YR 516 LOAMY. SAND / , / F IN,ACCORDANCE WITH PLUMBING R00 . REQUIRED:-.MIN. LEACHING AREA OF S.A.S. 'REQU D ME PLANS » n 1, d n » n AND BUILDING CODE. SEE P - - - - 4 -6 ELEV. 52.0 24 FRAMES AND COVERS. SET 1000 GPD 0.74 GPD SF _ 6 8 ELEV. 54.03 5 7 ELEV. 54.42 5 7 ELEV. 39.72 1 351 SF ) BY OTHERS. ! ,. SDM V TO 01122120 SEPTIC REVISIONS MANHOLE FRAMES & COVERS FINISH GR ADE. RISERS & COVERS PROPOSED SYSTEM: B 10YR 4 6 LOAMY SAND B 10YR 5 6 LOAMY SAND B 10YR 5 8 LOAMY SAND B 10YR 5 8 LOAMY SAND - BUILDING / 1 , SHALL BE WATERTIGHT / / � � / 1 � JKL 11/25/19 CSK 1 PER EVERSOURCE COMMENTS -N LEACHING _CHAMBER UNITS PRECAST. CONCRETE L 9 500 GALLON f / SDM_ _ _ _ 9 SEDIMENT EROSION CONTROL.DETAILS FINISH GRADE 55a2t WITH 3.6 OF STONE ON SIDE 3 OF STONE A7 ENDS 6 STONE BASE 8 18 ELEV. 53.2 7 19 ELEV. 53.42 7 16 ELEV. 38.97 6 20 ELEV. 50.83 11 22 1 1 1 2 x 2 DEPTH - 378 SF J 82.5 + 2 KL SIDEWALL AREA 0 9 PER LANDSCAPE AND DPW COMMENTS 11 4 1 Y 4 BOTTOM AREA. 82.5 x 12 990 SF C 10YR 616 SANDY GRAVEL C 10YR 616 SAND GRAVEL C 10YR 616 SANDY GRAVEL C 10YR 616 SANDY GRAVEL . 24 0 M 2 � ) 1 1 1 1 JK L PER MASSDOT COMMENTS 6 09113119 M T GRAD ADJUST 0 WITH E WI 2 _- » » n n n n » n EWER BRICK `TOTAL EF FECTIVE LEACHING AREA 1 368 SF. 8 S WITH (ELEV. 4 .7 19 62 ELEV. 49.5 16 24 ELEV. 38.3 20 70 ELEV. 46.67„ 18 60 E 9 JKL MISC. REVISIONS „ 3 4 CEMENT MORTAR - - ® 07 24 19 0.74 GPD SF 1 012 GPD _ SYSTEM' DESIGN CAPACITY 1 368 SF x , 3 MIN. AIR GAP TOP OF TANK 54.2t 1 / T R OOFING,.. WA E PR OUTSIDE JKL PER MassDOT COMMENTS REVISE GRADING 8 04126119 CUT TEE / • • M SAND 10YR 6 • MED. SAND 10YR 7 2 • MED. SAND 10YR 7 4 MED. .SAND 10YR 6 8 , MED. D 8 , , / ! / / / SCH 40 PVC TEE G1 C2 GZ C2 9 • P RTMENT-1 OOO GPD x 200% = 2 000 GAL sDM REVISED e Dc FoorPRwr T FIRST COMA E L T SEPTIC TANK SIZING F ® of 30 1s VENT _ , / / INV. IN=53.20 - _ - - 4 .5 4 - 4.8 60 -120 ELEV. 52.5_ 60 120 ELEV. 44.7 62 138 ELEV. 3 2 66 ELEV. 3 R NT 1 000 GPD x 100% 1 OOO GAL .. SECOND COMPA THE ( ) � ) � ) � ) JKL 01 08 9 MassDOT.SUBMITTAL ® 1 PIPE TO - :. 3 / 4 CIP VENT P E _ 4 CIP INV. OUT 52 - 1 - 3 000 GAL F 48 HR AND 24 HR 2 000 + 000 MIU DEPTH o ) PERC ® 48 PERC ® 40 BACK TO GREASE 4 SDM SLOPE BA � ) NEW LAYOUT'WITH 5 PUMPS ) � 11 02 18 E . X TANK LIQUI D / / TRAP AT 0 5 LEVEL USE 3,000 GALLON TWO COM PARTMENT TANK MIN. JKL 8 8 NEW CONCEPT LAYOUT WITH 5 PUMPS » 10YR 8 M D. SAND 8 07 1 6 E D . HYDRAULIC .CEMENT & SEAL 1 1 4 CI PIPE rr ` AROUND PIPE WATERTI GHT TYP. FOR ALL STAIN LESS STEEL CLAMP & MJ P BA COMMENTS _ 2116118 ER Z C ENT GPD PER SEAT 150 GAL EXPANSION BOLTS ON INSIDE. GREASE TRAP TANK SIZING. 10 SEATS X 15 G >u` » PENETRATIONSANCHOR TEE TO _ o, OF TANK TYP. ALL TEES 66 108 ELEV. 31.3 :. WALL :. 1 JK L PER SITE PLAN REVIEW COMMENTS EASE TRAP TANK MIN. 12 01 17 12 USE 1.000 GALLON GREASE / / N OBSERVED - 0 WATER OBSERVED 0 WATER B �.: .. ' : ... . N NO WATER OBSERVED NO WATER OBSERVED NO BY DATE DESCRIPTION PRECAST TANK-H-20 f ® EL. 43.5E LOADING sET onI LEVEL cRusHE� sroNE BnsE ® EL. 44.7 ® EL 31.3t ® EL. 52.5E = SHEET TITLE ATE <2 MIN IN RATE <2 MIN IN R -Ile ». i R LS TRAP NOTES.i n g G FJ E CLASS I SOIL , _�l CLASS i SOIL LA ■ UNDISTURBED EARTH SHOREY ST1000-H2O ORE UAL UNDIST Q 1. GRCASE TRAP WILL BE SET ON A LEVEL STABLE BASE. ti System Profile Se c S s e o e 2. GR.ASE TRAP WILL CONFORM TO H 20 LOADING SPECIFICATIONS. CERTIFY THAT IN APRIL 1995 I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE p Y 1 E P DE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME 3. ACCESS COVERS WITH 24 COVERS SWILL BE CONSTRUCTED 70 GRADE OVER INLET AND OUTLET PIPES. Details TRAINING, EXPERTISE AND EXPERIENCE DESCPIB D IN 310 CMR 15.017. a 4. TYPICAL SEAL CONSTRUCTION JOINTS WITH BUM RUBBER OR AS.OTHERWISE APPROVED BY MANUFACTURER CONSISTENT WITH THE REQUIRED TR E EX E E E N ON ALL PRECAST STRUCTURES. TYP. c C OF GREASE IS SHEET NO 5. GR:.ASE TRAP SHALL BE INSPECTED MONTHLY AND SHALL BE LEANED WHEN THE LEVEL ,�, N , ,� ,+, _ o 251i OF THE EFFECTIVE DEPTH 1 OR A7 LEAST EVERY 3 MONTHS SIGNATURE � DATE 2020101122 : N OF MA PLUMBING LAN FOR LOCATION.VENTED PER REQUIREMENTS I CODE SEEP _6. GREASE TRAP SWILL BEMB NG SE 2622 m c5ni ' o DATE •OCTOB R 31 17 E 20 TRAP N.T.S. 1 GALLON GREASEr 000 20 0 20 .40 4 - o 25 _ SETA L 0 SCALE IN FEET J a „ , _.- SCALE . 1 20 o DRAWN BY. CHECKED BY. 4 SDM MINE ' LL gLL - JOB NO 2017060 2017 060 UT.d. - FILE . w e • r s^ t _ /D Nw r f� � � l fj �•.\ .� �j ' yi. i VVV f � ..�� 1 14r'^•<c if j - ..r ,�,.. ,s r...� _ i�'�✓' �.. V:4''. t t .�`::.�('i+ --'�"1 J'9 r„� � +y.�! _.L ±r� I i '< �, I Qv ' 1 i : _ r � 1 1 ' "Cvrti�. i./4�'I t..�►7 ti a 1 lY�A�a 4• .KA.i� 1'� l r 4 via i+ r f 2 44- -_ P 000 W. „ IJ yISO4 /1•R n �' 71 -el , cy` 31 C� 4,- r.rnr` •.4- - - .r� 1 4- 0 � r �+••+c �. � � � _ e y . �► u n .. _vA,V. - ours 1 4 f r X Ioo•oo X :� �.,-Z7 i=7G � c? �.c� x V 43•V i- '.� -)a, •SG —�S. .;7 Z. � F- t-5 vv �i c: ' 'ram s i`'� �JC�. I t ,�D S LC E ��t`� , �l L 1 ' G• ~J���" . �3 _f'v�,��.. .1.C' .1� -TT �I k } --.-.._.._.._.�.__._...,.-,.__.�.........:--.._-._..,,.....,....._.,,.._.._...�._.......-__,_:,...-.._.,.._. -, _. _....-_... .,.. .._. _., ....... .... ...... .__,.,.. _.._. _.. •.,.. .-,.,.,o•.... ... -. .--... ._ .. „-.... - . .�.«., ... ,•-..... ,.- ,.. . . .. ,. r> �.__o- _. .ray _ . _ e .. .. .. ,,, ,, r ••. ro+..v. .. 1 R 1 _..,..,....a.-„�...,,w....w...r••....-_....r---na....a..+.-.__ __ _____.__ _- __.._-__...__.—__..._..y...a.•w�+.',.+.-M.*+>.+.,+rv.+rww.�++w.+.....e+w.ws+r..o-.w wrr._.wnatw,.... w..!.�..+w.•..*-«„w+•...di•+,....+.rww�..•vv _ _.. _ _ _ ._ -.... ...,_.....- ..,._, ,...-_...... - -_. ... +ea+.:..,w.•..w-r.ww4•►r,nyr,,..+r.-,«.......w....w._..._.,..,..-.wur.w,;....» .r..vw,....-r..w»+w«..r...v..«....aK,:n-w.,�.............,....,.,..-.r.w.w....r..-_...,.,. ...:_.. ._... 1 S C c-) . �...1 `,f n � 1�C � I.IJ S T 4 L L. L-18'`x 1 t�"x 2' 2,- C Y L t U l7 C,►:_.�y J �=' E- � r HEAT COLL F-CTORS W(TH 1 -Gf�u F►?�--f= ,Ri'W)-CVi: t -0 3-6C)00 Cvk% TK.` Sp O (CAD'S °, 1&-0" M4A- FROM j^ y q• �,.., 1. U.T.O L. consoles mernoufac4isvd Pla�trc�wtss • J RCj L�D k�CD Division of w Dresser Industries, Iric.i�1tdi1 fituy - .1.�TA t_ 3-�Y.X ) Gf��-, f; �.f 't' y, i � Ct'�f?; 1✓/N'�r='� S I' C r, x "3'j ate-serve" controls by shall be f� to the oont�cact©c S i `. L. r. 1 A1.7i`. fit°tCL".,� �-�` "i!�, ciA , 1-i=-C)(Z cc)tj c, `"'a„l�se °j'YJ��x' . O j �' (� `�\ SLD Cb. dtT$ the L701t I-F-�:+t,. C,�r.. f �+l' ' 5/ tSa�`bOZ 11 1Tt . 2. The control console shall be located at the d�adc-mot oott�r. 3 - s� :TA� _ j-TK, - 4 /,,.. 3. n4 sperAing of a+o�bor fuel sha].]. be mnt3nuo stly d2eamd ao w*U `+ ✓ 3 operator � pintas have been activated. -� S27 C,HR #5t14 (16f). , 3"c, Y,t?, tJt Y{�RFA k� it�f 12" X 2*}`` M,u, �, `f' �_ P u' �,, r,CC . r-1'1 CA.r- 4Aukrl`? nr,. i+�.: -r2Y�rf�►.t�, I-tr�,2x� `' �+.> :-� o�h }- "- ( 4. Oonsole for waist be at the console during its gwwats n. - ' �6�--'T►`i;: T1 i 1_. 3- `; GJ1UC�C CAt� i'�f 'kl��?�f�: , 0,4 !�.Lc 1 M,14;5 527 C[�t #SO4 �16d). d - N ;....� 3 UU G I�, i�urW'€"'w ET p r,Q -_k)"r•G, X W"4 Qc)M CA�v, PIPE 1'�.�'M .1 J' M 4�c r' ��f 5. To ensure that the Controloperator i4; . f W V CC )N� C_L, A~� N zC'S Y, P f P i r (' E L E`, visibility of efueliA � all vehicle refi>ie].iaq positions .in the L. �• �°�.� foam of convex mirrors shall be provided. ' `<7r< f�'U 7 Uri'z. Er�.Ir 7"t'^t '' C�A c i;�t�a R u ref , �rYt P?Y Viz,`'� ce>,;cD v I T r-0R ," �. Y" `\� G`� �. 6. �rotA for the island refueling speakers pLrp areas and the T - . �P •rI e - intercom master control tacit to be located at the Cmittol TzA: G�4JCa�� PT, 1'3A.C1c T(� 5 7 r�R„ b�cX�l�2 , G"A•rSc`.)uC i`'1., �' CAP h�.`»^�3 ;..F � �� � t7 _ Sa / r •q''. ► t 1=Rt3>* t �4"� F';c'C 1►�l 12;"d M,t�4, CAP x. a `j-tQ ^.w console shall be furnished bo LXXI ctsor by Sun Co. and r rq r ; �.r' }{I - QYL- ICI4L1,t) DIVI .�L: �,. t=Ls:3V,( ti +. LL6 . X*ems 7'A L. ?.+C.�-`'-'�+ C f 3_V C,')(ZR,P(Ef2 F ,�; (�1' w ',SGa" 14,0, CA;,T I rZC's�,t �`'� "`• r` r ' , , / ��� Z��,` '" c�antractor shall install same. f I 'L+ x 2.N NEC,T CC)L-L! `t..,r . Wi € H T=f tv,r cr)vri(,, (�ci�`A 7D �XY.rt-► f� Vt Ei1,4e.! (3C.,7 7", nr= TK, t-4nt� � j' Rn �; � ' - _ J ��r �� 7. TheSentinelaon shall furnish and install the U.L. fiiddt: 1~1� C�r►....t� ri���:.�.� A>?.t��.�.I� 1JU€ �t r�� w/��r�,,� ;;<<�r,t� a.� f;tic.., T�:•.:., - -c� MDdel IAID 45 DCT (U L ex - 2153) pre-engineered j �• GF r pre-pressurized fire suppression system as manures by Wialteer /,�°� C� r+•fZ`�;s T S=k's'�t�•� `Qt..f;��;, T� 3"l�vlr3t,: lN�f�, f�IPt:.A Tv��tia �,,- -`/V// InIC Belleville.. N J pp,,, �y .y ` ref p /��� .+� �•+ �+ _ _ ___. ___ __ __- _ -- _ ___ - • install t® C';,rw ULj 1 VJ �O� 7� '.i„t`r d C,-:)V�f'� a C✓�Y-;r 1�„�,A4• '' 4f'P�'>. --- C_ «7P�.:Ji� • _... L t'✓. ! �L.�k.. � ual _ t , , , t. I , F_.- E �.idde QQ _,. `� -- �•'4 1 t`�� i !' i � Vh+<i� i C-.FZ � - E INY��-CEJ�.l�1��_.__ `'��. �.,.__�. .1J,►J per main _ t xiade � j �� C' EM �.0, ..'r J f�.n -/_ j_CAL •` [� , !__ ���t,,.l _ 8. Install positive limiting barn w the Y r '� �...4 �.t y �j 3 r n� t {� h �! - /•� J � iJQJ.iif.�•t � �. with 1� ..i.N V t l`*l�«•�. 2 t.: lam! f 7�...�lN [_kk A RR W-{ 1�.i.;,. f kJ1, 61 4:.. ' •��)j �1�.1�-. €l�. t[.���! }�' _ _• _ 1�L7Gi ,' -i2 C � +�.T T N L- C:C�1~1 "l� i ,J i C:5 t�1 ,:i JC_._� . s office of the S ` -C detail approved by the o roe tote sand ' 2"4, C A"""� V'.4 _V iN I Z � Ni, 14, ?',-u^ GAF' /g° S`CPfi M Tu e /�►t NI I tJ Gt P+71�iT �__ ---_.___ M__ _____ ___. _ effective as of J1 9, 1978 and a copy of same is attached , - -------- hereto for your ready reference. !t .T�•1 v`T'Ai...a._ 2 ,'(� \/�t7 e f�"G� Tsj G i'u�,� 3 Ch (�1 tit;, r��.: ► S i%~ J N 2�f •:,, X rep Cnl`.iC,�� ��• �.. �, - - - i I 9. (SAC) is r �, �e�t `'xG 2 wt tz r f ?GS.4 nv�:( •TK-. ! The extinguishing system shall include both automatic a ctuatim as wC.li a4 pump sWL'-ciJR�l interlock. 11�. i 10. AllPiping i 3 �hk ,7�i_1 �I"d ►�.`.!, C, i rst S P f't F`t" I tiJ t'�" M, F� \ M L�X• M 4 X. h^, ?X . I 5 �, Ti r f *'!D C �, 't: ( tJ ,y it ► shall be galvanized soh. #40. 14 Zf�.i' -' �"a�:� tvZ 1r4 "7 - NZw Cer1 r� i -; �=r, r�'i -rK, Ar�EA -ro sT 1 LL f_. eL � ► t �. i .. �. I IJ T n(�5! i ` = LI 1 I` fJd,l-�► t �,- •; , G, Rcx�r�'i 11. Fire Department approval the fire system "as PU r�r-,, 3 - /.�"�? Fc� ruTuR r ��.._.�� , GJ'�°i?�',rr�.t f'`; . r' .� �., i;,� � �.:_.., .� { --, i". .:_ �,...._, �,e . ',' . _ _ rr�.s .a]].ed rnust. � pe.: r 3 r . F 3`a ► �P, iP; Esc;~ ►._�... ti c C--� t operation at this facility. r 12 The shall furnish arri island Z_RF_CK 4,€'t ce osjT.t;�,Sr>_r ,�iit yr C�'�r,tC<�. ,Cr��?ir CA\.,r, ! �` fix, \ \ f install signs at the putiQ f�rC 'sY `:./ ` \ as follows.- ALL F,o`, (in atoo�rdance with 527 C1�t #504 (16c) alsi�ct► reads f _ F.X'1'IIVCT)LSH t1f. i14 -T.Ni.3,_ � I r , ; f Wt' JZ"3c�Wr�k ca�11 TC.i ...: Tta �.�•. ELEC. four-!/� I — �;_•__ —_ _ _ __ ___... — _ --- �5� � MMM lex ZM�TE�iIAI1S r above with approrval -- ,E W t T.J+4 1-4 'T'i'3 E V)Ct'�T'i<<'(_.7 I M C4�cl;,=- €:-W.C..W tt�t 'nr 7C) _._ ______ ___ ___ _._ i- __ _ ____._ Mar Lflcatian signs shall Fire . T)�Q/k(2Q_ Cc�jse v.';�hl" ,Z•N.,TA1..1,. M.i,M1.l, ;c":(..� � ., 7 !'...3-T--C,svc"Tc� h{ b../ ,, !Z, AlA :sJ four meet i f (r / �_ r .- r � � r--------� . ) (� —� �, 1.3. HO:ZC}-O�:♦Chpii not al.l� on 8e1f'9e=�3 nfC'KZl@S. (527'CM #J04 I =.!J STALL- 14F,,,i 5 X 9 �, I-,s, aa%4'?, W/M,C',a, i-)kSp,,%U�, Mc.,-rA4. 1--cSr,_ma> � ��t f -� � "A 18-7T •J ,TAl,L Nt7 W 5 )( S:S, .st.'r , �,.-f N�:C,, 0, 0 t�r'SUS i! M�TA L. lrc' 1Z MS 14. proper iststa vctians for self-9er�e operation at pRmpel<. ! �, 15. Post copy of Chap. #527 C R #504 (16) . 19�13RJ--,A- L)P -T R �'rr.Vs EXIST, � '~zC, MAT =,S0o, Ri`r ewe, �_XI��r I ,�_,__� � 16. Follow all ' s' SSs-.'t`,. LT a, d' i�t.:(''�r pr:��.,., Tt� A.t���ib:,T 5s.,'N, Ch, L.ef�,r ,, I i fi � '�' ` provisions of CMR $5, 04 (lfi) . 1M & N} zfl =N 5 ,AIi,.l-,- N lv:` ` 24'x•=♦•0'X G` C�€�kC, Ar-Ya�t # r4:t:%N rr, 1p , 6 x �¢L¢ W I R A f, r € , �,^ { �, .� . r \ li€' I Z , \ 17. Obstructed visibility between the programming console N'G�3H , )}.:. 7A! �" 2.1 '''�r�4 ,is ETriPA-/A AF'!'t}�at,( , C:��,^.�, COMT��. 7ta l � � � � j , � ., 1� � � ;. ) � �• ,� r ��i~ : .1° `h,, k r ; � � � I ,y j > � � i � ti � r operator and the normal vehicle refueling locations 1►� w !'�!�i- 1�C �; , . r' 1.i f u i f P� ( r'id t<..1 L _�__- _._._ _..,. _.._ . ._ b �_ ( permitted. 4 ( ;t' ? O O/ C�- shall not be APr, 13Y S 7ATfr_ !=i(�.��. rV'?JS&1�.�1.1,. J 2i�-Gs"A, , CI %T+�, T(�, j�4; I..f., i �Pk :�► '( ; A;tit4, C�"�1.'P�I i i ._ I �t �j _ \ \_ 18. Driveway areas disturbed in making the conversion to - c% l - - _ ------� "self-serve" operation shall be restored by the �-G r.h•�, Cc'J!'�F- rC, w'i!~.L r'r�.r N'j` L.a 1+t T f�" i�:t?t;�_'�."i"a r'��,E�.. r7 L.tlr;, �,vl`"'� r���✓��: ! ��: .:r . - \ ` i t ! general contrz.ctor, i �< T L °XG;,"` PA),:�. �3-QN Ot�"c� I~xiST. S1co,4 19. There shall be installed on the full service island I ! ~'- cz C.u-r f�T,_.�Pi.�, Q,M A-la,_• i Gar-.1C, Q F'_-kvi► c, A(2,P� , R.C�ajt�F !j� ! � I t l Q, `2 �\ an additional switch which will activate the overhead i .., �_ i r f't M� fire suppression system on, and deactivate power to, F,C, ,+' W,o-, TKZ, kWI IUC�G3 CM., F.4L, TICS fNII[ZT c.,.t..,, 3 cp i-L- t* I i 1 ' f � ( \ the self-service island. CA;` 4 I>. At "` �" 11'►-1 1'�r'�.tv",14, ir-4 3L." 5c�, C�l+4C, f"AO, ! , y I � � 20 . Fire Marshal approved fixed fire extinguishing system R t'. ,C r-xis.7`, f t' v, Ztuti ���..h_C W/ wr',,/ I��,w TYtDt4_ Inn' 7=");'r�:`T'tCr� _ 1 ( i 1 , - \ at self-serve made motor fuel facilities must be i T < 2 E7 x t S A> �t,514t�+ w/R,)1xS) 1 � ___.v____) ` __,.�_J -__._..✓ __ _.__ __._.___._..____ _..____ . ._.__._.,.__ ( L - - t � � -.I 1i � � / `rC3 ���„t�it-� ' \,� installed by factory authorized personnel. 2� RE PX r'. a,.;�' ) ,°•. - ;t.. f31?'Ut 1, l31`tZ t_,e Alf- .-3►1 Z. �, i .; car .4 CF&�AC i ,+. �. (M,G.L. 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