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Home My WebLink About0258 IYANNOUGH ROAD/RTE 28 - Health 258 Iyannough Rd 3 28-109 Hyannis r- 4" 1 i it i l Massachusetts Department of Environmental Protection t, Underground Storage Tank Program rlyacai9"; p ' -r r °�trE _- Form UST FP-290R t;MNCGr %t. (DO, Notification for Removal or Closure of In Place Underground Storage Tanks Regulated Under 527 CMR 9.00 Forward completed form to: Contact: _ MassDEP MassDEP Bureau of Waste Bureau of Waste Prevention UST Program Prevention UST Program 7A. Facility Number P.O. Box 120-0165 617-556-1035 ext.2 Date Entered Boston, MA 02112-0165 Forward one copy of FP-290R to local fire department. C. Cleric's Initials D. Comments If a storage facility has UST's which are to remain in use,an entire amended FP-290(long form) must be filed. Note: "Facility street address"must include both a street number and a street name. Post office box numbers are not acceptable and will cause a registration to be re- turned. If geographic location of facility is not provided, please indicate distance and direction from closest intersection, e.g., (facility at 199 North Street is located) 400 yards southeast of Commons Road (intersection). I. OWNERSHIP OF TANK(S) II. LOCATION OF TANK(S) Owner Name(Corporation,Individual,Public Agency,or Other Entity) Give the geographic location of tanks by degrees,minutes,and seconds. MPG Corporation Example:Lat.42,36,12 N Long.85,24,17W Latitude Longitude One Roberts Road Street Address Distance and direction from closest intersection(see note above) Hyannis MPG Mailing Address(if different from street address) - Facility Name or Company Site identifier,as applicable Plymouth ma 02360 . 258 Iyannough Rd City state Zip Code Street Address(P.O.Box not acceptable-see note above) Plymouth Hyannis MA 02601 County City State Zip Code 508-746-1341 042927066 Barnstable Phone Number(Include Area Code) Owner's Employer Federal ID k County Ill. TAN KSIPIPIN EMOVED OR FILLED IN PLACE Tank Number Tank No. 1 Tank No. 2 Tank No.3 Tank No. Tank No. 1.Tank/Piping removed or filled in place (mark all that apply) A. Substance last stored gas gas iese �� . B.Tank capacity gallons 8, 000 4, 000 4, 000 C. Estimated date last used (mo./day/yr.) 6/1/10 6/1/10 6/1/10 D. Estimated date of removal 8/4/10 8/4/10 8/4/10 (mo./day/yr.) _ _ _ E. Tank was removed from ground x0 0 0 F. Tank was not removed from ground 0 0 0 F= Tank was filled with inert material 0 0 L=. Describe material used: G.Piping was removed from ground H.Piping was not removed from ground I. Other, please specify j FP-29OR(revised 07/09) OVER Tank Number(cont.) Tank No.1 Tank No.2 Tank No. 3 Tank No. Tank No. 2.Tank closed in accordance iXYes rl No %Yes.r No %Yes n No —I Yes 7 1 No F1 Yes i.No with 527 CMR 9.00 A. Evidence of leak detected o Yes x No ❑Yes�_C,No ❑Yes 719 No J Yes E No ❑Yes [:No B.Mass. DEP notified E Yes E No E Yes ❑No E Yes ❑No D Yes No ❑Yes No 1. Mass. DEP tracking number ` 2.Agency or company performing contamination assessment" I declare under penalty of perjury that I have personally examined and am familiar with the information submitted in this'and all attached documents, and that based on my inquiry of those individuals immediately responsible for obtaining the informa- tion, I believe that the submitted information is true, accurate, and complete. Name and official title of owner or owner's Signature: Date: authorized representative(Print) Bruce Garrett, VP 8/5/10 FP-290R(revised 07/09) //. y Make application to local fire department. Fire department retains original application and Issues duplicate as permit. APPLICATION and PERMIT Fee: WA �f�0 for steel underground storage tank removal and transportation to approved tank disposal yard in accordance .with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: s - Tank Owner Name(please print) MPG CORPORATION X Signature(if applying for permit) Address ONE ROBERTS ROAD PLYMOUTH MA 0.2360 street City - State Zip _ Removalr.: tno Company Name Dependable Petroleum Ser JGroeortndividual Norfolk Ram Group . Print - Print Address 1 Roberts Ro , Pl outh, MA Address One Roberts Road; Plymouth, at Print Sign applying for permit Signature(if applying for permit) :r IFCI'Certified her Ot / D,,IFCI"Certified a,>LSP# Other Tank Information Tank Location 2 5 8Iyannough Road Hyannis feet Aaaress City Tank Capacity(gallons) 8, 000 Substance Last Stored gasoline Tank Dimensions(diameter x length) 81 X 2 2 1 Remarks: fi • • • #11N Lolls Firm Transporting Waste Global Remediation State Lic.# 492 Hazardous Waste.Manifest# E.P.A.# Approved Tank Disposal Yard James Grant Tank Yard# 0 0 8 Type oflnertGasCO2 (Dry Icgank Yard Address 28 Wallcott Street, Readville, MA City or Town FDID# G� o? r� �� Permit# Date of Issue r7 �© `D�ate SfkExptrat�ionp ///lJ 20103107687 �� A!' Dig Safe approval number. R0 �ing Permit# Dig Safe Toll Free Tel.Number 800 lk Signature/Title of Officer granting peP� � After removal(s)("consumptive use"fuel oil tanks exe ;pted) end Form F0290 or Form FP-29OR signed by the local fire department to MassDEP,Bureau of Waste Prevention UST Program,PG Box 120-0165,Boston,MA 021 1 2-01 65. `International Fire Code Institute V n FP-292(revised 3/10) y `. i/ RECEIPT OF DISPOSAL OF UNDERGROUND STEEL STORAGE TANK FORMERLY CON'I*NING MOTOR FUEL NAME AND ADDRESS OF APPROVED TANK YARD: S Wolcott SG RmdviUc, MA 02137 Approved tank yard no. Tank Yard Ledger 502 CMR 3.03(4) Number:,)0/0s_e�-6g3 I certify under penalty of law I have personally examined the under round steel storage tank delivered tc this"approved tank yard' by (firm, corporation or partnership) _ - &wLru,anC45- and accepted same in conformance with Office of the State Fire Marshal Regulations 502 CMR 3.00 Provisions for Approving Underground Steel Storage Tank Dismantling Yards.A valid permit was issued by the head of the LOCAL fire department FDID# D/ gp to transport this tank to this yard. Name and official title of approved tank yard owner or owners authorized representative Signature :_� Title : Date signed. TANK DATA: _ TANK REMOVED-FROM: Gallons: ��© G No. and Street: 0758 /.t1.-4/u41)00GN rj;�j Previous contents: '0 4 4s<n City and Town: ! n/ucs t Diameter. . g Fire Dept. Permit q49 Length: o�p� Notes: Date Received: l Serial# (if available), Tank I.D. # (Form FP-290): EACH TANK MUST HAVE A RECEIPT OF DISPOSAL Owner/Operator to mall revised copy of Notification Form (FP290, or FP2-90R) to local 1`11re department and: Department of Environmental Protection Bureau of Waste Prevention - UST Program P.O. Box 120-0165 Boston, MA 02112-Dl65 This signed receipt of disposal must be returned to the head of the local fire department Form FP 29.1 (Rev. 11/2009) " — rl i Make application to local fire department. Fire department retains original application and issues duplicate as permit.. 1f{i M APPLICATION an S d PERMIT for steel underground storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: Tank Owner Name(please print) MPG CORPORATION X Signature(if applying for permit) Address ONE ROBERTS ROAD PLYMOUTH MA 02360 Street - City State Zip 'Address-1 pany Name Dependable Petroleum Ser 3&%r Individual Norfolk Ram Group Print Print Roberts Road Plymouth, MA gddress One Roberts Road, Plymouth, P Print Sig re(if pplying for permit) Signature(if applying for permit) 4; IFCI-Certified ther -IFCI"Certified f3,,LSP# Other r- 26- ,�J Tank Information Tank Location 258Iyannough Road Hyannis reef ress ,ty Tank Capacity(gallons) 4, 0 0 0 diesel �sr p Y(9 ) Substance Last Stored Tank Dimensions(diameter x length) 61 x 181 Remarks: am, . MI -lintreris Firm Transporting Waste Global Remediation State Lie,# 492 Hazardous Waste Manifest# E.P.A.# Approved Tank Disposal Yard Jame s Grant Tank Yard# 0 0 8 Type of Inert GasCO2 (Dry ICgank Yard Address 28 Wallcott Street, Readville, MA G J. 0 4 -3 3 City or Town -oe, r/ —� FDID# 4//2o)o2 Permit# Date of Issue r/�G Da' Expiration Di a �2 010 310 7 6 8 7 ��@@ g Safe approval number: `�t�'ng Permit# Dig Safe Toll Free Tel.Number-80j0- t Signature/Title of Officer granting permit t: �i After removals)("consumptive use"fue'ftbil tank's=e a tpt rX�§dnaloorm,FP290 or Form FP-29OR signed by the local fire department to MassDEP,Bureau of Waste Prevention,US1 Program,P tBox 120-0165,Boston,MA 021 1 2-01 65. `International Fire Code Institute FP-292(revised 3110) ti � A RECEIPT OF DISPO SAL:OF UNDERGROUND STEEL STORAGE TANK FORMERLY CONI NING MOTOR FUEL NAME AND ADDRESS OF APPROVED TANK YARD; A Wnlrnrt $t. RcadvWc, MA 02137 Approved tank yard no. # Tank Yard Ledger 502 CMR 3.03(4) Number: ;?O/,o SS49/ I certify under penalty of law I have personally examined the underground steel storage tank delivered tc this"approved tank yard" by (firm, corporation or partnership)� ,v/�Ge� /'/E7.ec�cE�-m S&W'o and accepted same in conformance with Office of the State Fire Marshal Regulations 502 CMR 3.00 Provisions for Approving Underground Steel Storage Tank Dismantling Yards.A valid permit was issued by the head of the LOCAL fire department FDID# Q/ j;tA to transport this tank to this yard. - Name and official title of appr ed tank yard owner or owners authorized representative Signature : Title : rn4552.% } Date signed el—6d , TANK DATA; may,,, TANK REMOVEQ•FROM: Gallons: u.�/ JAG No. and Street: off_ s �/AU42bUG 6q lO Previous contents: _1J/�SQL City and Town: ✓/5 Diameter. Fire Dept. Permit#: e0W -3 Length: /cO9 Notes: Date Received: Serial# (if available); Tank I.D. # (Form FP-290): EACH TANK MUST HAVE A RECEIPT OF DISPOSAL Owner/Operator to mall revised copy of Notification Form (FP290, or FP290R) to local fire department and: Department of Environmental Protection Bureau of Waste Prevention -,UST Program P.O. Box 120-0165 Boston, MA 02112-0165 This signed receipt of disposal must be returned to the head of the local fire department Form FP 291 (Rev. 11/2009) r r* Make application to local fire department. Fire department retains original application and Issues duplicate as permit. APPLICATION and PERMIT Fee: ,f� for steel underground storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00,application is hereby made by: Tank Owner Name(please print) MPG CORPORATION X Signature(if applying far permit) Address ONE ROBERTS ROAD PLYMOUTH MA 02360 Street city state Zip Removal • • Company Name Dependable Petroleum Ser �&%rIndividual Norfolk Ram Group Print Pr Address 1 Roberts Ro d, Plymouth, MA Address One Roberts Road, Plymouth, Print Print ature ' applying for r Signature(if applying for permit) IFCI*Certified V Other IFCI*Certified Dil LSP# Other Tank say�a� Information Tank Location 2 5 8 I yannough Road Hyannis Auop-As steel Aclaress Ily Tank Capacity(gallons) 4, 000 Substance Last Stored gasoline Tank Dimensions(diameter x length) 6 ' x 18 ' Remarks: D . . Firm Transporting Waste Global Remediation State Lic.# 492 Hazardous Waste Manifest# E.P.A.# Approved Tank'Disposal Yard James Grant Tank Yard# 0 0 8 Type of Inert GasCO2 (Dry Icgank Yard Address 28 Wallcott Street, Readville, MA City or Town /�.LG�/�s FDID# f�1�� Permit# t�Date of Issue � �//G Date of Expiration Dig Safe approval number: 20103107687 Trenching�'ermit# Dig Safe Toll Free Tel.Number-800-322-4644 Signature/Title of Officer granting permit � Il6'T i After removal(s)(consumptive use"fuel oil tanks exem s d�Fq P�Otor Form FP-290R signed by the local fire department to MassDEP,Bureau of Waste Prevention UST Progra`fn`�, ox 120 o Aston,MA 021 1 2-01 65. `International Fire Code Institute 1 � � �j�, �, FP-292(revised 3/10) Na /V 81Y40 �e�,a�inranta�c-�'i�a c-�ixvicea - ��Cs.d�t,�re UGate c�xe C�/lla�s/o� RECEIPT OF DISPOSAL OF UNDERGROUND STEEL STORAGE TANK FORMERLY COW01ING MOTOR FUEL NAME AND ADDRESS OF APPROVED TANK YARD: 28 Woi" QU St, RCsdville, MA C2137 Approved tank yard no. Tank Yard Ledger 502 CMR 3.03(4) Number o70 i06 S 0?R. I certify under penalty of law I have personally examined the un erground steel storage tank delivered 1- this"approved tank yard' by (firm, corporation or partnership) ,Q_=W0'41b4.E 26e Ct'#n S,WeS and accepted same in conformance with Office of the State Fire Marshal Regulations 502 CMR 3.00 Provisions for Approving Underground Steel Storage Tank Dismantling Yards.A valid permit was issued by the head of the LOCAL fire department FDID# 0/9.2A to transport this tank to this yard. Name and o�fficciialtitle of approved tank yard owner or owners authorized representative Signature Title : — - Date signed. TANK DATA: TANK REMOVED'-FROM: Gallons: _ �G No. and Street: /yA4r000C N Previous contents: �6;4soc_t->C City and Town: Diameter. Fire Dept, Permit#: l byD� 1 Length: t Notes: Date Received: vg`y Q Serial# (if available): Tank I.D. #t (Form FP-290): EACH TANK MUST HAVE A RECEIPT OF DISPOSAL Owner/Operator to mail revised copy of Notification Form (FP290, or FP290R) to local fire department and: Department of Environmental Protection Bureau of Waste Prevention - UST Program P.O. Box 120-0165 Boston, MA 02112-0165 This signed receipt of disposal must be returned to the head of the local fire department Forth FP 291 (Rev. 11/2009) " 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 ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner June 24, 2005 Bruce Garrett, Vice President of Operations RE: BARNSTABLE-BWSC/SMP RTN 4-0026 MPG Corporation Former Charter Service Station No. 6843 One Roberts Road 258 Iyanough Road Plymouth, MA 02360 Transmittal#W064062 PERMIT REVIEW STATUS k t ^� Dear Mr. Garrett: ] C-M Z c The Massachusetts Department of Environmental Protection, Bureau -�`o.£ Waste Site's Cleanup (the Department), has received a complete Tier IC Permit Extension p.) catioir and ' associated fee for the above-referenced Site. The official start date. of May 10,�2 0 05 has�-been established for this application. In accordance with 310 CMR 4.04(2)(a), 310 CMR_4.10(1Og and`-'' 310 CMR 40.0720(4), the Department has 45 days from this date to perform its jeview df thew application and provide (1) a decision to deny the Permit Extension, (2) a decision to graft the Permit Extension with conditions, or (3) a Notice of Review Extension to extend the review period for an additional 45 days. If the Department does not issue a Notice of Review Extension, or a decision on the application, your application will be presumptively approved in accordance with 310 CMR 40.0720(6) on June 24, 2005. The Permit Number is W206003. The Permit will expire on June 24,2007. The Department urges you to review and familiarize yourself with the terms and conditions of the Permit and the MCP, 310 CMR 40.0000 et seq., in order to complete the required response actions within the timelines set forth therein. 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 (R.AO), 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, prepared in accordance with the provisions of 310 CMR 40.0706, must be submitted to the Department prior to the expiration date of this permit. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep ��fl Printed on Recycled Paper r� ` A, Barnstable-BWSC/SMP RTN 4-0026 Page 2 of 2 Permit Review Status Upon review of site files, the Department has determined that you may not have complied with one or more laws, regulations, licenses, permits or approvals enforced by the Department. Specifically, in accordance with 310 CMR 40.0740 (3), you have failed to submit a Response Action Outcome Statement within 5 years days of the effective date of a Tier I Permit unless otherwise provided by the Permit or by DEP approval. The Department is authorized to take enforcement actions against you,which may include issuance of a Notice of Noncompliance or assessment of an administrative penalty. If the Department proceeds with enforcement, it will do so under separate cover. By sending this letter the Department has not waived, and this letter is without prejudice to, the Department's rights to take enforcement action against you for any noncompliance. If you have any questions please contact Julia Sechen at the letterhead address or by calling (508) 946-2791. Sincerely, id M.R. Martin, Chief t Management&Permitting Section M/JS/re CERTIFIED MAIL NO. 7004 1160 0006 2138 1307 cc: Board of Health- 200 Main St. Hyannis,MA 02601 Town Administrator/Board of Selectmen 200 Main St. Hyannis,MA 02601 Norfolk Ram Group One Roberts Road Plymouth,MA 02360 ATTN: Joseph Salvetti DEP-SERO Attn: Data Entry 1 r r� COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AF DEPARTMENT OF ENVIRONMENTAL PRO twy SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508A46iuu - MITT ROMNEY ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner URGENT LEGAL MATTER:PROMPT ACTION NECESSARY June 23,2005 Exxon Mobil Corporation RE: BARNSTABLE-BWSC 52 Beacham Street Mobil Service Station Everett,MA 02149 156 Iyanough Road RTN#4-18891 NOTICE OF RESPONSIBILITY c Zt- M.G.L G 21E,310 CMR 40.0000 3 c ATTENTION:Elizabeth Zinkevicz: co On January 21, 2005 the Department of Environmental Protection (the "Departni-`t") received a Release Notification Form ("RNF") which indicates that a release of oil and/or hazardou material hasco occurred at the location referenced above. A soil sample, collected from the grave of a Ste oi1rUST,r- contained petroleum constituents at concentrations that exceeded the Reportable Concentra 'ons for Soil Category 1. This area of contamination is distinct from existing Release Tracking Numbers:413422 and 4- 15997,issued for a gasoline UST release and a surface gasoline release,respectively. 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;an&govem 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 Exxon.Mobil Corporation) are a Potentially Responsible Party(a 'TRY)with liability under M.G.L.c.21E§5,for 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.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep C� Printed on Recycled Paper � t �F 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. SITE INFORMATION Information on file with the Department indicates the following contaminant(s) were detected in a soil sample collected from the site at a concentration which exceeded the Reportable Concentrations for Soil Category 1 per 310 CMR 40.1600. CHEMICAL CONCENTRATION RCS-1 C19-06 Aliphatic Hydrocarbons 15,400 mg/kg 2,500 mg/kg C11-C22 Aromatic Hydrocarbons 569 mg/kg 200 mg/kg Specific approval is required from the Department for the implementation of all Immediate Response Actions("IRA")pursuant to 310 CMR 40.0420. Assessment activities,the construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement. 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. 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 January 21,2006. The MCP requires that a fee of$1,200 be submitted to the Department when a RAO statement is filed greater than 120 days from the date of initial notification. 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 Steven D. Charron of Groundwater &Environmental Services,Inc.listed as the LSP of Record. I r1 s 3 If you have any questions relative to this Notice, please contact Lori Williamson at the letterhead address or at(508)946-2794. All future communications regarding this release must reference the following Release Tracking Number:4-18891. Very truly yours, Richard F.Packard,Chief Emergency Response/Release Notification Section P/LW/re 4-18891-nor Attachments: Summary of Liability under M.G.L c.21E cc: Board of Selectmen 200 Main St. Hyannis,MA 02601 Board of Health 200 Main St. Hyannis,MA 02601 Fire Dept. 95 High School Road Ext. Hyannis,MA 02601 Groundwater&Environmental Services,Inc. 364 Littleton Road,Suite 4 Westford,MA 0.1886 Attn: Steven D.Charron,LSP NORFOLK RAM GROUP v ENGINEERING THE ENVIRONMENT April 27, 2005 Mr. John C. Klimm Town Manager Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Tier IC Permit Extension Application Former Charter Service Station No. 6843 258 lyanough Road Barnstable (Hyannis), MA 02601 DEP RTN No. 4-0026 Norfolk Ref. No. 101.19.4 Dear Mr. Klimm: On behalf of Volta Oil Company, Inc., Norfolk Ram Group, LLC submits the enclosed document to the Board of Health of Barnstable (Hyannis). • Notice of Site Permit Extension Application (Tier IC). This legal notice will appear in the Cape Cod Times on May 4, 2005. If you have any questions regarding this matter, please feel free to call Joseph P. Salvetti at (508) 747- 7900, extension 127. Very truly yours, Nc�rfolk Ram Group, LLC 4o e P. Salvetti, LSP nior Associate Enclosures icopy: Thomas A. McKean, Town of Barnstable Public Health Division Mr. Bruce C. Garrett, MPG Corporation (with enclosure) Massachusetts.Department of Environmental Protection (SERO) (with enclosure) NAProjects\101 MPG Corp\1 01.1 9\05\05 reps\Tier I Ext\BOHItr.doc ONE ROBERTS ROAD •PLYMOUTH,MASSACHUSETTS 02360 •(508) 747-7900 PHONE •(508)747-3658 FAX 25 BIRCH STREET,BUILDING B •MILFORD,MASSACHUSETTS 01757 Y(508)478-1276 PHONE •(508)478-1498 FAx WWW.NORFOLKRAM.COM f , ti Town of Barnstable oFTr Tp� Regulatory Services Thomas F. Geiler,Director Public Health Division saxxsTABM Thomas McKean,Director 9� �bS. `0�' 200 Main Street, Hyannis,MA 02601 ArFD��p 39 Phone: 5.08-862-4644 Email: health@town.barnstable.ma.us ( GUIV - Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 January 6,2011 PB&C,LLC RE: Underground Storage Tank Removal, One Roberts Road 258 Iyannough Road,Hyannis Plymouth,MA 02360 Map Parcel 328-1093 Tank#6,Tag#01148 Tank#7,Tag#01149 Tank#8,Tag#01147 Dear Sir/Madame: The Barnstable Public Health Division(BPHD)is in receipt of copies of the"Application and Permit'for storage tank removal and transportation issued by the Hyannis Fire Department,and the"tank yard" receipts demonstrating that three underground storage tanks were removed from the above referenced address on August 4,2010. The Public Health Division appreciates your attention to this matter and has updated its data base to reflect this fuel tank status change. Should_ you have any further questions please contact Cynthia Martin of this office at 508-826-4645. McKean,RS,CHO Director of Public Health P�oFt r° ti Town of Barnstable Regulatory Services Barnstable. * BMWWABLE • 9 MASS. Thomas F. Geiler, Director AB tlmerica City i639• Public Health Division ArEO MA'S a - Thomas McKean, Director 2007 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 O � O November 23, 2010 PB&C, LLC _ One Roberts Road Plymouth, MA 02360 RE: Underground Storage Tank 258 IYANNOUGH ROAD/RTE 28 HYANNIS, MA Map/Parcel: 328-109 Tank Number: 6 Tag Number: 01148 Our records indicate that your underground fuel (or chemical) storage tank exceeds twenty (20) years in age, and has not been removed as required by the Town of Barnstable Code Chapter 326, Section 3, Fuel and Chemical Storage Tanks. You are directed to remove this tank within sixty(60) days from the date of this Notice. Upon completion of the tank removal and within ninety (90) days of receipt of this Notice, please submit to this office a copy of the permit for storage tank removal issued by your local Fire Department. This copy of the removal permit serves as documentation that the underground storage tank was properly removed and disposed of. You may request a hearing provided that a written petition requesting same is received by the Board of Health within ten(10) days after this order is served. Per Order of the Board of Health Thomas A. McKean, PS, CHO Health Agent Q:\Hazmat\Underground Tanks\let mail merge Undergmd tanks 20 yr Nov2010 final.doc f1 Town of Barnstable P ~ Regulatory Services Barnstable * BARNSTABLE, * 9 MASS. Thomas F. Geiler,Director All-America City i639. Public Health Division f on I I Thomas McKean,Director �007 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 " November 23, 2010 PB&C, LLC One Roberts Road Plymouth, MA 02360 RE: Underground Storage Tank 258 IYANNOUGH ROAD/RTE 28 HYANNIS, MA Map/Parcel: 328-109 Tank Number: 7 Tag Number: 01149 Our records indicate that your underground fuel (or chemical) storage tank exceeds twenty (20)years in age, and has not been removed as required by the Town of Barnstable Code Chapter 326, Section 3, Fuel and Chemical Storage Tanks. You are directed to remove this tank within sixty(60) days from the date of this Notice. Upon completion of the tank removal and within ninety(90) days of receipt of this Notice, please submit to this office a copy of the permit for storage tank removal issued by your local Fire Department. This copy of the removal permit serves as documentation that the underground storage tank was properly removed and disposed of. You may request a hearing provided that a written petition requesting same is received by the Board of Health within ten (10) days after this order is served. Per Order of the Board of Health Thomas A. McKean, PS, CHO Health Agent Q:\Hazmat\Underground Tanks\let mail merge Undergrnd tanks 20 yr Nov2010 final.doc P�oFme Towti Town of Barnstable Barnstable Regulatory Services - BnxtvsrnsLE, MASS. � Thomas F. Geiler,Director imericajity 1639. Public Health Division I ArFD MA'S p Thomas McKean,Director 2oo7 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 D�November 23, 2010 o p V PB&C, LLC One Roberts Road Plymouth, MA 02360 RE: Underground Storage Tank 258 IYANNOUGH ROAD/RTE 28 HYANNIS, MA Map/Parcel: 328-109 Tank Number: 8 Tag Number: 01147 Our records indicate that your underground fuel (or chemical) storage tank exceeds twenty (20)years in age, and has not been removed as required by the Town of Barnstable_ Code Chapter 326, Section 3, Fuel and Chemical Storage Tanks. You are directed to remove this tank within sixty(60) days from.the date of this Notice. Upon completion of the tank removal and within ninety(90) days of receipt of this Notice, please submit to this office a copy of the permit for storage tank removal issued by your local Fire Department. This copy of the removal permit serves as documentation that the underground storage tank was properly removed and disposed of. You may request a hearing provided that a written petition requesting same is received by the Board of Health within ten (10) days after this order is served. Per Order of the Board of Health Thomas A. McKean, PS, CHO Health-Agent Q:\Hazmat\Underground Tanks\let mail merge Undergmd tanks 20 yr Nov2010 ftnal.doc 3 PB&C SERIES LLC C V6L7 -' ONE ROBERTS ROAD / PLYMOUTH, MA 02360 January 3, 2011 Town of Barnstable Regulatory Services Public Health Division 200 Main Street Hyannis, MA 02601 RE: 258 lyanough Road To Whom It May Concern; Please find enclosed, as requested, permits for storage tank removal issued by the Department of Fire Services for Tank Numbers 6, 7 and 8 previously located at 258 lyanough Road, Hyannis, MA 02601. If further information is needed to close this matter please contact me direct at 508-747-3778 X120. Best Regards, Karin Cookson Controller PB&C Series, LLC s FZHE Tp� Town of Barnstable ti Regulatory Services Barnstable BMWSTABLE, 9 MASS. g Thomas F. Geiler,Director I m City Public Health DivisionI I i ATFD MA'S A Thomas McKean, Director 7007 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 November 23, 2010 PB&C, LLC One Roberts Road Plymouth, MA 02360 RE: Underground Storage Tank 258 IYANNOUGH ROAD/RTE 28 HYANNIS, MA Map/Parcel: 328-109 Tank Number: 6 Tag Number: 01148 Our records indicate that your underground fuel (or chemical)-storage tank exceeds twenty (20)years in age, and has not been removed as required by the Town of Barnstable Code Chapter 326, Section 3, Fuel and Chemical Storage Tanks. You are directed to remove this tank within sixty(60) days from the date of this Notice. Upon_complet on of-the-tank-removal-and•wi-thin-ninety-(_90)adays-of receipt-of-this Notice, rplease subm t�to this�office a copy of"the permit for-storage takfk-removal issued b_y—y_our-lo'cal]' [E re.Department:I This c-p f the r- -e�mo i,-p_erm-it serves-as-documentation±hat_tb u� ndergrottnd-7stor-age-tank was-properly-removed and-d-i-sp-s'ed of You may request a hearing provided that a written petition requesting same is received by the Board of Health within ten (10) days after this order is served. Per Order of the Board of Health IV Thomas A.McKean, PS, CHO -Health'Agent Q:\Hazmat\Underground Tanks\let mail merge Undergrnd tanks 20 yr Nov2010 final.doc FINE Tay, Town of Barnstable O Regulatory Services Barnstable BAMSTABM MA S& Thomas F. Geiler,Director A"mencaCity 1639. Public Health Division i I I I I., ArFD►Ap`l A Thomas McKean,Director 2007 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 November 23, 2010 PB&C, LLC One Roberts Road Plymouth, MA 02360 RE: Underground Storage Tank 258 IYANNOUGH ROAD/RTE 28 HYANNIS, MA Map/Parcel: 328-109 Tank Number: 7 Tag Number: 01149 Our records indicate that your underground fuel (or chemical) storage tank exceeds twenty (20) years in age, and has not been removed as required by the Town of Barnstable Code Chapter 326, Section 3, Fuel and Chemical Storage Tanks. You are directed to remove this tank within sixty(60) days from the date of this Notice. Upon completion of the tank removal and within ninety (90) days of receipt of this Notice, please submit to this office a copy of the permit for storage tank removal issued by your local . Fire Department. This copy of the removal permit serves as documentation that the underground storage tank was properly removed and disposed of. You may request a hearing provided that a written petition requesting same is received by the Board of Health within ten (10) days after this order is served. Per Order of the Board of Health Thomas A. McKean, PS, CHO Health Agent Q:\Hazmat\Underground Tanks\let mail merge Undergrnd tanks 20 yr Nov2010 final.doc Town of Barnstable ti Regulatory Services Barnstable * BARNSTABM MASS Thomas F. Geiler, Director a"mericacity 163 �A � Public Health Division 111t, Thomas McKean,Director 2 07 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 November 23, 2010 PB&C, LLC One Roberts Road Plymouth, MA 02360 RE: Underground Storage Tank 258 IYANNOUGH ROAD/RTE 28 HYANNIS, MA Map/Parcel: 328-109 Tank Number: 8 Tag Number: 01147 Our records indicate that your underground fuel (or chemical) storage tank exceeds twenty (20)years in age, and has not been removed as required by the Town of Barnstable Code Chapter 326, Section 3, Fuel and Chemical Storage Tanks. You are directed to remove this tank within sixty (60) days from the date of this Notice. Upon completion of the tank removal and within ninety(90) days of receipt of this Notice, please submit to this office a copy of the permit for storage tank removal issued by your local Fire Department. This copy of the removal permit.serves as documentation that the underground storage tank was properly removed and disposed of. You may request a hearing provided that a written petition requesting same is received by the Board of Health within ten (10) days after this order is served. Per Order of the Board of Health Thomas A. McKean, PS, CHO Health Agent Q:\Hazmat\Underground Tanks\let mail merge Undergmd tanks 20 yr Nov2010 final.doc a e k application to local fir e department. Fire department retains original application and issues duplicate as permit. APPLICATION and PERMIT Fee: for steel underground storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: Tank Owner Name(please print) MPG CORPORATION X Signature(if applying for permit) Address ONE ROBERTS ROAD PLYMOUTH MA 02360 Street _ City Stale Zip - • • • • M. Company Name Dependable Petroleum Sereor Individual Norfolk Ram Group . Print. . Pnnl - - Address 1-Roberts `Ro d, Pl outh, MA Address` One Roberts Road, .Plymouth, riot - _ _. .. _ t Pnnt Sign applying for permit Signature(if applying for permit) 4KiJM A IFCI*Certified Other IFCI*Certified ��LSP# Other Tank Location 2 5 8 Iyannough :Road Hyannis. feet ress --City 8. 000 -- Tank Capacity(gallons)_, � Substance Last Stored _ gasoline Tank Dimensions(diameter x length) 8 X 2 2 1 1 Remarks; i Global Remediation 492 Firm Transporting Waste State Lie.# Hazardous Waste Manifest# E.P.A.# Approved Tank Disposal Yard Jame s Grant Tank Yard# 008 Type of Inert GasCO2 (Dry Ice�ank Yard Address 28 Wallcott Street, Readville, MA City or Town �'/�"�, ✓� FDID# G✓� rs2 Permit# Date of Issue Date of Expirailon �/ Z l! 20103107687 Dig Safe approval number. Trenching Permit:# Dig Safe Toll Free Tel.Number=800-322-4844 - Signature/Title of Officer granting permd a After removals)("consumptive use"fuel oil tanks eke, pted) end.Form FP290 or Form FP-29OR signed by the local fire department to MassDEP,Bureau of Waste Prevention UST Program;;PO Box`i 20 0165,Boston,MA 021 1 2-01 65. `International Fire Code Institute FP-292(revised 3/10), t 1. /VV (6 �e�a�imenCo�C-�r'xe C-�rx�r�ices - �� d�b%e ate C�vxe C�/`la�/,ol RECEIPT OF DISPOSAL OF UNDERGROUND STEEL STORAGE TANK FORMERLY' CONt NING MOTOR FUEL NAME AND ADDRESS OF APPROVED TANK YARD: 1 —2a-MIM SG ReadviUe,MA 02137 Approved tank yard no. Tank.Yard Ledger 502 CMR 3.03(4) Number:e�0/051" % I.certify under penalty of law I have personally examined the underground steel storage tank delivered t this."approved tank yard" by (firm, corporation or partnership) and accepted same in conformance with Office of the State Fire MarshalRegulations 502TCMR 3.00 Provisions for Approving Underground Steel Storage Tank Dismantling Yards,A valid permit was issued by the head of the LOCAL fire department FDID# to transport this tank to this yard. Name and official title of approved tank yard owner or owners authorized representative Signature : Title : — g Date sined.TANK DATA: TANK REMOVSD`FROM; Gallons: No. and Street: ';.5g G¢/ raj Previous contents 0 c-O City and Town: l Jr2 NJ6;; Diameter. Fire Dept. Permit 6/0 Length: c ��r Notes: Date Received: 'f Serial# (if available), Tank I.D. # (Form FP-290); EACH TANK MUST HAVE A RECEIPT OF DISPOSAL Owner/Operator to mall revised copy of Notification Form (FP290' or FP290R) to local fire' department and: Department of Environmental Protection Bureau of Waste Prevention UST Program1 ` P.O. Box 120-0165 Boston, MA 02112-0166 This signed receipt of disposal must be returned to the head of the local fire de.partmeni Form FP 291 (Rev. 11/2009) A . Make application to local fire department. Fire department retains original application and Issues duplicate gas permit. tQ�?/I?2Q/t?rUJPC(i�fii2-p'� �y _ APPLICATION and PERMIT FeWaccorda4nce6for steel underground storage tank removal and transportation to approved tank disposal yard in /, with the provisions of M.G.L. Chapter 148,Section 38A, 527 CMR 9.00, application is hereby made by: Tank Owner Name(please print) MPG CORPORATION X Signature(if applying for permit) Address ONE ROBERTS ROAD PLYMOUTH MA 02360 Street City State Z p Company Name Dependable Petroleum Ser, '�oeorindividual Norfolk Ram Group Print Print - - Address 1 Robertiso d, Pl outh, MA ,Address One Robert's Road, Plymouth, Print - .. - Pnnt ature ' applying for Signature(if applying for permit) ) IFCI"Certified Other IFCI"Certified or,LSP# Other Tank Location 258Iyannough Road Hyannis eet ess ity — Tank Capacity(gallons) 4, 000 Substance Last Stored gasoline ` Tank Dimensions(diameter x length) 6 ' k 18 ° Remarks: i Firm Transporting Waste Global Remediation State Lie,# 492 Hazardous Waste Manifest# E.P.A.# Approved Tank Disposal Yard James Grant Tank Yard# 008 Type of Inert GasCO2 (Dry ICgankYardAddress 28 Wallcott Street, . Readville, MA Cityor Town 4-��•G�/-S ' FDID# ��r�� Permit# � Date of Issue � t//G Date of Expiration Dig Safe approval number: 20.103107687 Trenching.Permit# Dig Sale Toll Free Tel.Number-800.322-48J4 - - - Signature/Title of Officer granting permit After removal(s)("consumptive'use"fuel oil tanks exempted)s d Form FP290 or Form FP-29OR signed by the local fire department to MassDEP,Bureau of Waste Prevention UST Program,PO Box 120-0165,Boston,MA 02112-0165.' `International Fire Code Institute `4. ('•,E FP-292(revised 3/10) j. RECEIPT OF DISPOSAL OF UNDERGROUND STEEL STORAGE TANK FORMERLY CONY.A NING MOTOR FUEL NAME AND ADDRESS OF APPROVED TANK YARD: 1 A Wolcou St. Readvi1k, MA 02137 Approved tank yard no. Tank Yard Ledger 502 CMR 3.`03(4) Number: d61065-09a I certify under penalty of law I have personally examined the underground steel storage tank delivered this"approved tank yard'by (firm, corporation or partnership) IbLE �/ u,�snvatt�S and accepted same in conformance with Office of the State Fire Marshal Regulations 502 CMR 3.00 Provisions for Approving Underground Steel Storage Tank Dismantling Yards.A valid permit was issued by the head of the LOCAL fire department FDID# C>�� to transport this tank'to this yard. - Name and official title of approved tank yard owner or owners authorized representative' Signature :. re '� Title : Date signed: TANK DATA: . ll TANK REMOVED`FROM: Gallons: mod ° i'�a No. and Street: /y4A1U0OC14 JZ Previous contents: 6C4 City and Town: Diameter.. Fire Dept. Permit Length: : f. .t Notes: Date Received: Serial# (ii available), Tank I.D. #(Form FP-290): EACH TANK MUST WAVE A RECEIPT OF DISPOSAL Owner/Operator to mall revised copy of Notification Form (FP296, or FP290R) to local fire . department and: - Department of Environmental Protection Bureau of.Waste Prevention - UST Program RO. Box 120-0165 Boston, MA 02112-0166 This,signed receipt of disposal must be returned to the head of the local fire department Forth FP 291 (Rev. 1.1t2009) " - i Make application to local fire department. Fire department retains original application and(issues duplicate'as permit. 09 APPLICATION and PERMIT Fee: for steel underground storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00,application is hereby made by: Tank Owner Name(please print) MPG CORPORATION X . Signature(if applying for permit) - Address ONE ROBERTS ROAD PLYMOUTH . MA 02360 . Street City State zip Company Narne Dependable Petroleum Ser r- Ao r Individual r\1 ;fo1"c Ram (Tro,-u P lint Print Address 1 Roberts Roadj Plymouth, MA Address One Roberts Road, Plymouth, _ P Print Sigc1 re(if pplying for permit) Signature(if applying for permit) IFCI"Certified_ ther IFCI'Certified Da LSP# Other • Tank Location 258Iyannough Road Hyannis steetAddress ❑y (gallons) 4, 000 diesel . f Tank Capacity(9 ) Substance Last Stored Tank Dimensions(diameter x length) 61 x 181 Remarks: Firm Transporting Waste Global Remediation State Lic.# 492 Hazardous Waste Manifest# E,P.A.# Approved Tank-Disposal Yard James Grant Tank Yard# 0 0 8 Type of Inert GasCO2 (D'ry. Icgank.YardAddress 28 Wallcott Street, Readville, MA City or Town FDID# Permit# Date of Issue jG Date of Expiration t / Dig Safe approval number: 20103107687. 0103107687 Trenching Permit# Dig Safe Toll Free Tel.Nummber--8003 d4 22-48 Signature Title of Officer granting permit �1. After removall(s)("consumptive use"fuel oil tanks a e Ti send Form FP290 or Form FP-29OR signed by the local fire department to MaSSDEP;Bureau of Waste Prevention;,,OSf Program;PO Box 120-0165,Boston,MA 021 1 2-01 65- *International Fire Code Institute R. FP-292(revised 3/10) W_rr r RECEIPT OF.DISPOSAL OF UNDERGROUND STEEL STORAGE TANK FORMERLY CONTAINING MOTOR FUEL NAME AND ADDRESS.OF APPROVED TANK YARD; - R W01m SL ReWville, NIA 02137 Approved tank yard no. Tank Yard Ledger 502 CMR 3.03(4) Number I certify under penalty of law I have personally examined the underground steel sto{ e tank delivered l this"approved tank yard" by (firm, corporation or.partnershlp) and.accepted same in conformance with Office.of the State Fire Marshal Regulations 502 CMR 3.00 Provisions for Approving Underground Steel Storage Tank Dismantling Yards.:A valid permit was issued by the head of the LOCAL fire department FDID# 0/ 9.Q to transport this tank to this yard. - Name and official title of appro_ od tank yard owner or owners authorized representative Signature : r Title : G Date signed: ' TANK DATA: TANK REMOVED`FROM: . Gallons: No. and Street: c?,TR q .. Previous contents: ��Y,��ee=� City and Town: Diameter. Fire Dept. Permit#. A-)50� d Length: - Notes: Date Received: Serial# (if available): Tank I.D. tt (Form FP-290): EACH TANK MUST HAVE A RECEIPT OF DISPOSAL Owner/Operator to mail.revised copy of Notification Form (FP290; or FP290R) to local fire department and: Department of Environmental Protection Bureau of Waste Prevention - UST Program P.O. Box 120-0165 Boston, MA 02112-0165 This signed receipt of.disposal must be returned to the head of the. local fire department Form FP 291 :(Rev. 1112009) K - r aI- q. .. - COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS { DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE s 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 JANE SWIFT BOB DURAND Governor Secretary LAUREN A.LISS Commissioner Fly July 22, 2002 Mr.Bruce Garrett, Vice President of Operations RE: BARNSTABLE-BWSC/SMP RTN 4-0026 Volta Oil Company,Incorporated Former Charter Service Station#6843 One Roberts Road 258 Iyanough Road Plymouth,Massachusetts 02360 PERMIT#82618 TRANSMITTAL#W0206003 DECISION TO GRANT PERMIT EXTENSION/ SITE RECLASSIFICATION Dear Mr. Garrett: The Department of Environmental Protection; Bureau.of Waste Site Cleanup (the Department), has concluded the public comment period for the "Notice of Site.Reclassification", dated June 5, 2002, associated with the submission of the Transition Tier IA Permit Extension Application on your behalf by the Norfolk RAM Group. As stated in the Department's letter titled "Permit Extension Application/Proposed Site Reclassification" (the "Reclassification Letter") dated June 5, 2002, following review of the Tier IA Permit Extension Application and numerous site submittals,the Department agrees that additional response actions are necessary at the site to achieve a Permanent Solution pursuant to 310 CMR 40.1000. The Reclassification Letter also stated that the site scores between 350 and 450 using the criteria established in the Numerical Ranking System Score Sheets and as!a result the site should be categorized as a Tier IC Disposal Site pursuant to 310 CMR 40.0520(3)(e). In accordance with 310. CMR 40.0722(4), a Public Comment Period (PC-2) of twenty-one (21) days was held for the Proposed Site Reclassification. The Department did not receive any comments. The Department therefore approves the Tier I Permit Extension.Application pursuant to 310 CMR 40.0722(7)(e) and reclassifies the site as a Tier IC Disposal Site pursuant to 310 CMR 40.0520, 310 CMR 40.0583 and 310 .CMR 40.0730. Attached, please find two (2).copies of the revised_permit with the revised classification and the new permit expiration date(October.28, 2003). To accept the permit, both copies of the Acceptance Statement and Certification of Submittal (page 5)must be signed and one(1)copy of the complete permit returned to the Department within thirty (30)days of the date of issuance. If the signed permit is not received within the thirty (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. To avoid the need to submit another Permit Extension Application prior to'the October 28, 2003 deadline, you should submit a Class C Response Action Outcome"`(RAO)- Statement or a Remedy This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.mass.gov/dep �� Printed on Recycled Paper BAkf4STABLE-BWSC/SN[P RTN 4-0026 Page 2 of 3 Decision to Grant Permit Extension Operation Status (ROS) Submittal pursuant to 310 CMR 40.0893, if a Class A RAO, Permanent Solution, cannot be achieved. Operation, Maintenance and Monitoring (OMM) is required for either a Class C RAO or ROS (refer to 310 CMR 40.0897(3) and 310 CMR 40.0891, respectively). Both the Class C RAO and ROS allow for additional time to achieve a Permanent Solution, provided all substantial hazards have been eliminated. The Class C RAO; however, requires periodic evaluation of the Temporary Solution no less than once every five (5) years, pursuant to 310 CMR 40.1050. Upon successfully achieving a Class C RAO, or submitting a Phase IV Completion Statement stating that Phase V activities are required, Tier I Annual Compliance Fees will be suspended and Post-RAO OMM or Phase V Annual Compliance Assurance Fees of$500 will be assessed. NECESSARY RESPONSE ACTIONS Following review of the Tier I Permit Extension Application and numerous site submittals, the Department has determined that the following actions are necessary: 1. By September 27, 2002, submit to the Department the information necessary to complete the Phase H Comprehensive Site Assessment Report ("Phase H Report") pursuant to 310 CMR 40.0835. A modified Risk Characterization prepared pursuant to 310 CMR 40.0900 should accompany the Phase II Report, if necessary. 2. By January 28, 2003, submit'to the Department a Class A or B Response Action Outcome ("RAO") Statement pursuant to 310 CMR 40.1000 or a Phase III Remedial Action Plan ("Phase III Plan") prepared pursuant to 310 CMR 40.0861, if the Phase 11 Report indicates that comprehensive response actions are necessary to achieve an RAO at the Site. The Phase III Plan must also include a feasibility evaluation pursuant to 310 CMR 40.0860. 3. By May 27, 2003, 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. 4. By September 27, 2003, Phase V ROS should be attained at the Site pursuant to 310 CMR 40.0890 if a Phase IV Remedy Implementation Plan has been submitted to the Department for the Site. The deadlines established in items one (1) through four (4) above constitute Interim Deadlines pursuant to 310 CMR 40.0167. Failure to meet these deadlines may result in enforcement actions by the Department. Such enforcement actions may include but not be limited to court-imposed civil penalties, Civil.Administrative Penalties and the issuance of an order.pursuant to M.G.L..c. 21E, §§ 9 or 10. The Interim Deadlines may be extended upon mutual agreement between the Department and Volta Oil Company, Incorporated (Volta Oil Company) by following the described protocol. Specifically, Volta Oil Company should submit a written request to the Department to extend the applicable deadline(s), if it has reason to believe that an event has occurred or may occur which could cause a delay in the submission of the Phase.Reports,RAO Statement or in the attainment of ROS. For the Department to consider Volta Oil Company's request, the request should be submitted as soon as Volta learns of the delay, but not later than fourteen (14) days prior to the applicable deadline. The request shall contain the following information: (1) the anticipated length and cause of the delay; (2)the measure(s) to be taken to minimize the delay; and (3) a timetable for implementing those measures; and (4) if the delay is due to a failure to obtain property access,Volta Oil Company should certify in writing that it has followed the requirements of 310 CMR 40.0173 that'describe the procedure for obtaining BARISTSTABLE-BWSC/SMP RTN 4-0026 Page 3 of 3 Decision to Grant Permit Extension property access, when requesting the extension. Upon completion of the Department's review of the request, it may approve, conditionally approve or deny the request. Please note that the Department may conduct 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 may be notified. If you have any questions, please contact Laura Stanley by writing to the letterhead address or calling(508)946-2880. All future correspondence regarding the site should reference the following Release Tracking Number: 4-0026. Sincerely, erard M.R.Martin,Chief Site Management&Permitting Section M/LS/re CERTIFIED MAIL NO 7001 0320 0001 4831 9216 RETURN RECEIPT REQUESTED Enclosure cc: (without Enclosure) Mr.John Klimm,Town Manager Mr.Thomas McKearn,Public Health Division Town of Barnstable Town of Barnstable Town Hall Department of Health 367 Main Street--,,- Post Office Box 534 Hyannis,Massachusetts 02601 Hyannis,Massachusetts 02601 Barnstable Water Company Joseph Salvetti,LSP Post Office Box 326 Norfolk RAM Group Hyannis,Massachusetts 02601 One Roberts Road Plymouth,Massachusetts 02360 DEP-SERO Attn: Cathy Kiley, Permitting Branch Chief Data Entry COMMONWEALTH OF MASSACHUSETTS 4 EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS A. DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 JANE SWIFT �� BOB DURAND Governor RECE �® Secretary O P LAUREN A.LISS SUN 12002 Commissioner June 5,2 02TOWN OFHEA B NSBLE TA Mr. Bruce G.Garrett,Vice President of Operations RE: BARNSTABLE--BWSC/SMP 4-0026 Volta Oil Company,Incorporated Former Charter Service Station#6843 One Roberts Road 258 Iyanough Road Plymouth,Massachusetts 02360 TRANSMITTAL#W0206003 PF,RMI'T F,XTFNS10 APPT,TC A T10N/PR 0P0SF,D STTF RFCLASSIFTCATIO M.G.L.e.21E and 310 CMR 40.0000 TTRGFNT INGAT,MATTFR NOTICE OF PROPOSF,D PFRMTT DFC ISION AND STATFMFNT OF RA4TS Dear Mr. Garrett: On November 14, 2001, the Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department) received a Tier I Permit Extension Application for the Former Charter Service Station #6843 located at 258 Iyanough Road in Hyannis, Massachusetts (the site). The Department has concluded its Administrative and Technical Review (T-1) for the. permit application to obtain a Permit Extension. PROPOSED PERMIT DECISION AND STTF RFC1 ASSIFTC'ATTO Based upon a review of the permit application,the subsequent submittals and the currently available information, the Department has determined that additional response actions are necessary to achieve a permanent solution and therefore a permit extension is required. In addition;pursuant to 310 CMR 40.0520, 310 CMR 40.0583 and 310 CMR 40.0730,the Department is proposing to reclassify the site as a Tier IC Disposal Site. The Department's justification for the reclassification is described in the Statement of Basis below. SITE HISTORY The site has been a gasoline station since 1960. In 1985, GHR Engineering Associates, Incorporated conducted an assessment of the site that consisted of the execution of four(4)borings and the installation of four (4) monitoring wells. A groundwater sample was collected from each monitoring well and analyzed for volatile organic compounds via Test Method 602. Benzene, toluene, ethylbenzene and xylene were detected in the groundwater beneath the gasoline station at concentrations up to 69 micrograms per liter(ug/1),4,590 ug/l,960 ug/l and 16,000 ug/l,respectively. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://w/w.mass.go'v/dep ih1 Printed on Recycled Paper r BARNSTABLE-BWSC/SMP RTN 4-0026 Page 2 of 3 Proposed Permit Decision-Tier IA Permit Extension Application/Site Reclassification Additional assessment activities consisting of the installation of a groundwater remediation system, the installation of numerous monitoring wells located on and off the gasoline station property, gauging for the presence of separate phase product and the collection of groundwater samples for the analysis of volatile organic compounds, Methyl Tertiary Butyl Ether, Ethylene Dibromide, Total Petroleum Hydrocarbons, Volatile Petroleum Hydrocarbons and Extractable Petroleum Hydrocarbons have been conducted at the site. A review of the most recent groundwater data(January 1998)indicated that benzene,toluene,ethylbenzene, xylene, naphthalene, the C5-C8 Aliphatic Fraction, the C9-C12 Aliphatic Fraction and the C9-C10 Aromatic Fraction were detected in the groundwater beneath the site at concentrations up to 71 ug/l, 490 ug/l, 960 ug/l, 4,100 ug/l, 8 ug/l, 4,200 ug/l, 7,100 ug/l, and 7,100 ug/l, respectively. Benzene, ethylbenzene,the C5- C8 Aliphatic Fraction, the C9-C12 Aliphatic Fraction and the C9-C10 Aromatic Fraction exceed the Method 1 Cleanup Standards established for groundwater category GW-1. PF,RMTT PROCESS ANT)PERMIT C",OMPT.TANC'E SUMMARY On May 25, 1994, the Department issued a Transition Statement and Tier IA Permit to Volta Oil Company, Incorporated for the site. The Permit became effective on October 28, 1994 and expired five (5) years from the effective date pursuant to 310 CMR 40.075 l(1). On December 27, 1999,the Department received a Permit Extension Application for the site. The Department approved the Permit Extension Application on March 14,2000 and thereby extended the Permit expiration date to October 28, 2001. A second Permit Extension Application was filed with the Department for the site on November 14, 2001. Once the Permit Extension Application is approved by the Department, the new Permit expiration date will be October 28,2003 pursuant to 310 CMR 40.0751(3). To avoid the need to submit an additional Permit Extension Application prior to the October 28, 2003 deadline, you should submit a Class C Response Action Outcome (RAO) or a Remedy Operation Status (ROS) pursuant to 310 CMR 40.0893, if a Class A RAO, Permanent Solution, cannot be achieved. Operation,Maintenance and Monitoring(OMM) is required for either a Class C RAO or ROS (refer to 310 CMR 40.0897(3) and 310 CMR 40.0891, respectively). Both the Class C RAO and ROS allow for additional time to achieve a Permanent Solution,provided all substantial hazards have been eliminated. The Class C RAO;however,requires periodic evaluation of the Temporary Solution no less than once every five (5) years, pursuant to 310 CMR 40.1050. Upon successfully achieving a Class C RAO, or submitting a Phase IV Completion Statement stating that Phase V activities are required, Tier I Annual Compliance Fees will be suspended and Post-RAO OMM or Phase V Annual Compliance Fees of$500 will be assessed. Please be advised that the failure to submit an RAO or ROS to the Department for the site may result in the initiation of enforcement action by the Department. Such enforcement actions may include but not be limited to court-imposed civil penalties, Civil Administrative Penalties and the issuance of an order pursuant to M.G.L.c.21E, §§9 or 10. STATEMENT OF RASTS FOR SITE RFC LASSTFTC'.ATON The.Department has prepared this Statement of Basis in support of the above Proposed Permit Decision pursuant to the provisions of the Massachusetts Contingency Plan(MCP)310 CMR 40.0722(6). Based upon the evaluation of the permit extension application and by utilizing the criteria in 310 CMR 40.0730,the Department considers the following as the basis for the Proposed Permit Decision: v Comparing the information contained in the reports titled "Unit 3 Group — Barnstable Aquifer Protection Project,Phase H Comprehensive Site Assessment Report"prepared by SEA Consultants Incorporated, dated March 24, 1997 and "Phase It Comprehensive Site Assessment Report, Volumes I & H, Former Charter Service Station No. 6843, 258 Iyanough Road, Hyannis, Massachusetts" prepared by RAM Environmental, L.L.C., dated February 20, 1998, to the criteria established in the Numerical Ranking System (NRS) Score Sheets,the site scores between 350 and BARNSTABLE-BWSC/SMP RTN 4-0026 Page 3 of 3 Proposed Permit Decision-Tier IA Permit Extension Application/Site Reclassification 450. Pursuant to 310 CMR 40.0520 3 e disposal sites with an NRS Score ranging( )( )� osal P g g between 350 and 450 shall be categorized as a Tier IC Disposal Site. As a result,the Department is proposing to reclassify the Former Charter Service Station 46843 located at 258 Iyanough Road in Hyannis Massachusetts as a Tier IC Disposal Site pursuant to 310 CMR 40.CMR 40.0583. PUBLIC NOTIFICATION Pursuant to 310 CMR 40.0722(5), the Department will publish a legal notice in the Cape Cod Times. A copy of the notice is enclosed. The Department, in accordance with 310 CMR 40.0722(4), shall conduct a Second Public Comment Period (PC-2) of not less than twenty (20) days for those persons interested in reviewing and presenting comments on the Department's Proposed Permit Decision. Should the Department receive "Significant Public Comments" on this Proposed Permit Decision, the applicant shall have an Applicant Review Period of thirty(30) days at the close of the PC-2 to respond to such comments, in writing, to the Department. Upon receipt of the applicant's response to Significant Public comments the Department shall have sixty(60)days to conduct a Final Permit Review. In the absence of any Significant Public Comments,the Department shall have thirty(30)days from the close of PC-2 to conduct the final review to reclassify the site and to grant or deny the permit. If you have any questions please contact Laura Stanley by calling(508) 946-2880 or writing to the above letterhead address. Sincerely, /erard .R.Martin, Ref Site Management&Permits Section M/LAS/re Enclosure—Legal Notice CERTIFIED MAIL NO. 7001 0320 0001 4832 6436 RETURN RECEIPT REQUESTED cc: Mr.John Kilm,Town Manager Mr.Thomas McKearn,Public Health Division Town of Barnstable Town of Barnstable Town Hall Department of Health 367 Main Street Post Office Box 534 Hyannis,Massachusetts 02601 Hyannis,Massachusetts 02601 Barnstable Water Company Joseph Salvetti Post Office Box 326 Norfolk RAM Group Hyannis,Massachusetts 02601 One Roberts Road Plymouth,Massachusetts 02360 DEP-SERO ATTN: Cathy Kiley,Permitting Branch Chief Data Entry NOTICE OF SITE RECLASSIFICATION FORMER CHARTER SERVICE STATION#6843 258 IYANOUGH ROAD HYANNIS,MASSACHUSETTS RTN 4-0026 A release of oil and/or hazardous materials has occurred at the above referenced location which is a disposal site (as defined by M.G.L. c. 21E, Section 2). This site has been classified as Tier 1A (310 CMR 40.0500), and a Transition Classification and a Tier IA Permit Statement was issued by the Department of Environmental Protection on May 25, 1994 pursuant to 310 CMR 40.0640. A Tier IA Permit Extension Application was submitted to the Department on November 14, 2001 pursuant to 310 CMR 40.0703. A permit is required to proceed with a Comprehensive Remedial Responses at all Tier I sites. Based on the information contained in the Permit Extension Application and supporting documentation,the Department proposes to reclassify the site as Tier IC pursuant to 310 CMR 40.0520, 310 CMR 40.0530 and 310 CMR 40.0583. STATEMENT OF BASIS: The Numerical Ranking System Score Sheet for this site is not greater than 450, and therefore the site should be reclassified as Tier IC. The Department asks for public comment on the proposed reclassification and Statement of Basis. Anyone interested in reviewing and/or submitting comments should contact Laura Stanley at (508) 946-2880. All comments must be submitted to Laura Stanley and be received within twenty-one (21) days from the date of this Notice. Anyone who feels to comment on the proposed reclassification by this date may be deemed to have waived his/her;rights, if any, to appeal DEFs decision or to intervene in an adjudicatory proceeding with respect to this decision, pursuant to 310 CMR 40.0770. M.G.L. c.21E and the Massachusetts Contingency Plan provide additional opportunities for .public notice of an 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 a petition from ten (10) or more residents of the municipality in which the disposal site is located, or of a 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 Laura Stanley at DEF, Bureau of Waste Site Cleanup, 20 Riverside Drive,Lakeville,Massachusetts 02347 at(508)946-2880. COMMONWEALTH OF MASSACHUSETTS Z F EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS m w d DEPARTMENT OF ENVIRONMENTAL PROTECTION 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 OW JANE SWIFT BOB DURAND Governor Secretary LAUREN A.LISS Commissioner U�J V December 12, 2001 Bruce G. Garrett, V.P. of Operations RE: BARNSTABLE-BWSC/SMP RTN 4-0026 Volta Oil Company, incorporated Former Charter Service Station#6843 - One Roberts Road 258 Iyanough Road Plymouth, Massachusetts 02360 TRANSMITTAL #W206003 STATEMENT OF ADMINISTRATIVE DEFICIENCIES Dear Mr. Garrett: The Department has completed an Initial Administrative Completeness Review (AC-1) and has determined the permit application to be administratively deficient. The following actions are requested to address the deficiencies: 1. A copy of a legal notice was included with the Permit Extension Application pursuant to 310 CMR 40.0703(8)(a)(1). The Notice was published in the Cape 'Cod Times on November,6, 2001 and states that a Permit Extension Application (the Extension Application) was submitted to the Department for the above referenced Site on November 7, 2001. The Notice also states that the Extension Application will extend the Permit for the Site until November 2001. Pursuant to 310 CMR 40.0751 (3), a Permit Extension will be effective for two (2) years from the Permit effective date unless otherwise specified by the Department. Therefore, the Department requests that another Notice be published in the local newspaper stating the correct Permit extension timeframe. A copy of the Notice and proof that the Notice was published should be submitted to the Department pursuant to 310 CMR 40.0703. Also pursuant to 310 CMR 40.0703(1)(h), provide a copy of the cover letter and notices submitted to the Chief Municipal Officer and Board of Health required pursuant to 310 CMR 40.0703(8)(a)(2). 2. Section D of the Extension Application titled "Parcel Information" must be completed and- submitted to.the Department. In addition, Section E of the Application titled "Applicant's Compliance History"must be revised to reflect all actions taken by the Department to enforce its requirements including but not limited to the Notice of Noncompliance issued to Volta Oil Company, Incorporated for the Site on August 12, 1997. 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 ZMl Printed on Recycled Paper r .'r BARNSTABLE-BWSC/SMP RTN 4-0026 Page 2 of 3 Statement of Administrative Deficiencies The Department has also reviewed the Site file as part of the Administrative Completeness Review process to ensure that all the Reports described in the Extension Application are in the file. The Department has determine that the following Reports are missing and requests that another copy be submitted along with the information stated above.. 1. Site Assessment Summary of Old Colony Gas Station, dated May 10, 1986 and prepared by GHR Engineering Associates, Incorporated (GHR Engineering). 2. Phase III Site Assessment Summary, dated April 21, 1987 and prepared by GHR Engineering. 3: Assessment of Groundwater Remediation System, dated June 1988 and prepared by GHR Engineering. 4. Preliminary & Phase I Environmental Site Assessment, dated July 18, 1989 and prepared by Hydell Ester, Technical 5. Site Evaluation Report, dated December 1993 and prepared by Penney Engineering, Incorporated. 6. Phase II Comprehensive Site Assessment Report, dated February 20, 1998 and prepared by RAM Environmental. Pursuant to 310 CMR 40.0721,the applicant shall have 15 days from the date of issuance of a Statement of Administrative Deficiencies to address the deficiencies. If the applicant fails to respond to the Statement of Administrative Deficiencies within 15 days, the application shall be deemed withdrawn. If the application is deemed withdrawn, the Department may determine that you have not submitted a complete Tier I Permit Application by the deadline established at 310 CMR 40.0501 (3). As such, the Department is authorized to take enforcement actions against you, which may include issuance of a Notice of Noncompliance or assessment of administrative penalties. Upon receipt of a response to the deficiencies, the Department shall have 30 days, subject to adjustment in the schedule pursuant to 310 CMR 4.04 and 310 CMR 40.0721 (4),to perform a second Administrative Completeness Review. Should the application, based on submittal of the additional information, still be deemed inadequate, the Department may request additional information during the course of the second Administrative Completeness Review in accordance with 310 CMR 4.04 (2) (b) and 310 CMR 40.0721(4). In accordance with 310 CMR 4.40 (2) and 310 CMR 40.0720(3), the applicant and the Department may, by written agreement, extend any schedule for timely action or any portion thereof. BARNSTABLE-BWSC/SMP RTN 4-0026 Page 3 of 3 Statement of Administrative Deficiencies Please provide a response, addressing the above deficiencies, within 15 days of the date of this statement. If you have any questions, please contact Laura Stanley by calling (508) 946- 2880 or writing to the above letterhead address. Sincerely,. rard M. R. Martin, hief ite Management&Permitting Section M/L:AS/re CERTIFIED MAIL NO. 7001 0320 0001 4830 5899 RETURN RECEIPT REQUESTED cc: John C. Klimm, Town Manager Town of Barnstable Town Hall 367 Main Street Hyannis, Massachusetts 02601 Thomas A. McKearn,Director Town of Barnstable Department of Health Post Office Box 534 Hyannis,Massachusetts 02601 Joseph P. Salvetti RAM Environmental, LLC One Roberts Road Plymouth,Massachusetts, 02360 DEP-SERO Attn: Millie Garcia-Surette,Deputy Regional Director Cathy Kiley,Permitting Branch Chief Data Entry E�a�I ! 1. 1uuj RNISTABLE DEPT. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL rROT 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508- 4 bP'If 270 p ve VVV '1 JB ARGEO PAUL CELLUCCI BOB DURAND Governor • Secretary JANE SWIFT LAUREN A.LISS Lieutenant Governor Commissioner March 14,2000 Mr. Bruce Garrett RE: BARNSTABLE-BWSC/SMP Volta Oil Company, Incorporated Former Charter Service Station No. 6843 One Roberts Road 258 Iyanough Road, RTN 4-0026 Plymouth, Massachusetts 02360 TRANSMITTAL #206003 DECISION TO GRANT TIER IA PERMIT EXTENSION Dear Mr.Garrett: The Department .of Environmental Protection, Bureau of Waste Site Cleanup (the Department) has concluded its administrative and technical review of the Tier IA Permit Extension Application (the Permit Extension) submitted on your behalf by RAM Environmental, LLC. Following review of the Transition Tier IA Permit Extension Application and the site file, the Department has determined that additional response actions are necessary at the site to achieve a permanent solution pursuant to 310 CMR 40.1000.. The Department therefore approves the Tier IA Permit Extension Application. The Tier IA Permit will now expire on October 28,2001,pursuant to 310 CMR 40.0751(3),L To avoid the need to submit a second Permit Extension Application pursuant to 310 CMR 40.0724(l), you should submit a Class C Response Action Outcome (RAO) Statement or a Remedy Operation Status (ROS) Submittal pursuant to 310 CMR 40.0893 if a Class A RAO- Permanent Solution can not be achieved. Operation;Maintenance and/or Monitoring (OMM) is required for either a Class C RAO or ROS (refer to 310 CMR 40.0897(3) and 310 CMR 40.0891, respectively). The five (5) year time frame established for achieving a permanent solution is not applicable to those sites for which a Class C RAO or a ROS has been submitted, provided any substantial hazard has been eliminated and the requirements of 310 CMR 40.0893 are met. The Class C RAO however, requires a periodic evaluation of the Temporary Solution no less than once every five (5)years pursuant to 310 CMR 40.1050. Upon successfully achieving an RAO C or submitting a Phase IV Completion Statement that indicates that Phase V activities are required, Tier I Annual Compliance Fees will be suspende&and Post RAO OMM or Phase V OMM Annual Compliance Assurance Fees of$500 will be assessed.- '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 Printed on Recycled Paper 4 Barnstable-BWSC/SMP RTN 4-0026 Page 2 of 2 Decision to Grant Permit Extension-Remedy Operations Status Submittal Upon reviewing the site files,the Department has determined that you are not in compliance with .one or more,laws, regulations, orders, licenses, permits or approvals enforced by the Department. Specifically, you failed to.submit the Permit Extension at least ninety (90) days prior to the expiration date of the initial Tier.I Permit. The Department is authorized to take enforcement actions against you, which may include issuance of a Notice of Noncompliance, or assessment of an administrative penalty. If the Department proceeds with enforcement, it will do so under, separate cover. By sending this letter the Department has not waived, and this letter is without prejudice to, the Department's rights to take enforcement action against you for any noncompliance. If you have any questions, please contact Laura Stanley by writing to the letterhead address or calling (508) 946-2880. All future correspondence regarding the site should reference the following Release Tracking Number: 4-0026. - Sincerely, 'G U"c Gerard M.R. Martin, Chief Site Management&Permits Section M/LAS/cb CERTIFIED MAIL NO. Z 240 866 577 RETURN RECEIPT REQUESTED cc: James Tinsley,Town Manager Tom McKearn, Hazardous Waste Town of Barnstable Coordinator-Town of Barnstable Town Hall Board of Health 367 Main Street P.O. Box 534 Hyannis,Massachusetts 02601 Hyannis,Massachusetts 02601 George Wadsworth,President Michael Pierdinock,LSP Barnstable.Water Company RAM Environmental,LLC Post Office Box 326. One Roberts Road Hyannis,Massachusetts 02601 Plymouth,Massachusetts 02360 DEP=SERO-BWSC ATTN:Millie Garcia-Surette, Deputy Regional Director Mark Jablonski Branch Chief Site Management and Permits Section Data Entry, COMMONWEALTH OF MASSACHUSETTS f EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS m , d DEPARTMENT OF ENVIRONMENTAL PROTEeTIG 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508- CO PY o, s+ev ARGEO PAUL CELLUCCI BOB DURAND Governor Secretary JANE SWIFT LAUREN A.LISS Lieutenant Governor Commissioner August 24, 1999 Mr.Bruce Garrett,Vice President of Operations RE: BARNSTABLE--WSC/SMP 4-0026 Volta Oil Company,Incorporated Former Charter Station#6843 140 Samoset Street,Route 44 258 Iyanough Road - — - Post Office Box 1040-- — PHASE-H REPORT/-REQUEST--- Plymouth,Massachusetts 02362 FOR ADDITIONAL RESPONSE ACTIONS,M.G.L.c.21E and 310 CMR 40.0000 Dear Mr. Garrett: The Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department) received and reviewed a report titled "Phase H Comprehensive Site Assessment Report, Former Charter Station No. 6843, 258 Iyanough Road, Hyannis, Massachusetts, RTN #4-0026 (RAM Env. Ref No. 101.19)"(the Phase H Report)dated February 20, 1998 and prepared by RAM Environmental. The Phase H Report stated that'a gasoline station has operated at the property located at 258 Iyanough Road in Hyannis, Massachusetts since 1960. The Report also indicated that benzene, toluene, ethylbenzene and xylene(BTEX)were first identified in the groundwater at the property on August 12, 1985 at concentrations up to 69 micrograms per liter (ug/1), 4,600 ug/l, 960 ug/1 and 16,000 ug/l, respectively. The Hyannis Fire Department issued a permit to the site in the fall of 1986 to repair a leak in a 4,000-gallon underground storage tank (UST) that contained unleaded gasoline. In 1990, 0.12 feet of separate phase product was measured in monitoring.well GMW-11 at the site. Metcalf & Eddy, Zecco Division installed a groundwater remediation system at the site in September 1986. The remediation system consisted of a single recovery well and an air stripper. Treated groundwater from the remediation system was discharged to the on-site sanitary disposal system. In June 1988, GHR Engineering evaluated the effectiveness of the remediation system designed to remove volatile organic compounds from the groundwater. The evaluation revealed that a second recovery well was needed in the area of monitoring well GMW-14 where "high" concentrations of BTEX in the groundwater were consistently found. Penny Engineering stated in their "Site Evaluation Report" dated December 1993 that the remediation system was prone to freezing and iron fouling resulting in the frequent shutdown of the treatment system. According to the Phase II Report,the treatment system was shutdown in October 1993 and a second recovery well and a gas-phase carbon column installed. The treatment system was restarted on March 28, 1994 and remained in operation until the fall 1994. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http:/twww.magnet.state.ma.us/dep Q* Printed on Recycled Paper 2 On June 19, 1994, a Release Abatement(RAM) Plan was submitted to the Department to address the petroleum-contaminated soil identified beneath the dispenser islands. Tie FEW consisted o removal and disposal of twenty (20) cubic yards of petroleum impacted soil. p m e t excavation samples were collected and field screened with an organic vapor met 1[?eo compounds were not detected with the OVM so the excavation was backfilled an " were constructed. In July 1996, SEA Consultants, Incorporated (SEA) collected groundwater samples from five (5) wells (RW-2, GMW-3, GMW-9, GMW-14 and GMW-18) located at or adjacent to the above referenced property. The samples were analyzed_ for volatile organic compounds including methyl tertiary butyl ether (MTBE), ethylene dibromide, semi-volatile organic compounds and Total Petroleum Hydrocarbons/Fingerprinting (TPH). . BTEX, ethylene dibromide, TPH, Isopropylbenzene, Isopropyltoluene, naphthalene, propylene, 1,2,4-trimethylbenzene and 1,3,5-trimethylbenzene were identified in the groundwater at the site. Naphthalene, ethylene dibromide and.TPH exceeded the Method 1 Groundwater Category GW-1 Standards. Based on this information, SEA determined that gasoline and lube oil constituents exist in the groundwater at the site and an"older"persistent release also exists at the site in the area of monitoring well GMW-8. In addition, SEA recommended that further assessment activities be - conducted at the site to determine the nature and extent of contamination. -" - --- On January 22, 1998, RAM Environmental collected a groundwater sample from monitoring wells GMW-3, GMW-8, GMW-10, GMW-14, GMW-15 and GMW-21 for the analysis of Volatile Petroleum Hydrocarbons,ethylene dibromide and dissolved lead. The analytical data revealed that BTEX,naphthalene and dissolved lead exist in the groundwater beneath the Former Charter Station property along with the following hydrocarbon fractions; the C5-C8 Aliphatic Chain, the C9-C12 Aliphatic Chain and C9-C10 aromatic hydrocarbons. Benzene, ethylbenzene and all three (3) of the hydrocarbons fractions exceed the Method 1 Groundwater Category GW-1 Standards in the groundwater beneath the Former Charter.Station property. In addition, benzene, toluene, ethylbenzene, naphthalene and all 3 of the hydrocarbon fractions exceed the Method 1 Cleanup Standards in the monitoring wells located downgradient of the Former Charter Station and the Former BP Service Station. Based on the information above, RAM Environmental determined that the ethylene dibromide detected in monitoring well GMW-8 at the site was drawn on to the property via the previously existing groundwater remediation system. RAM Environmental also determined that low levels of benzene,toluene and ethylbenzene have been consistently identified in monitoring well BP-2 located h dro eolo icall Y Y g Y g g Y upgradient of the underground storage tanks on the Former BP Service Station.. RAM Environmental further determined that the elevated concentrations of xylene identified in monitoring well BP-2 have declined overtime. RAM Environmental concluded that the source of contamination at the Former Charter Station was the leak in the 4,000-gallon UST, which was repaired in 1986. RAM Environmental also concluded that monitoring well GMW-19 represented the downgradient extent of groundwater contamination at the site. According to RAM Environmental, a single target analyte exceeds Method 1 Groundwater Category GW-1 Standards in monitoring wells GMW-8 and GMW-14. Based on that and the potential for contamination from the Former BP Service Station to be pulled onto the site if the remediation system is reactivated,RAM Environmental determined that further operation of the groundwater treatment system at the site is technologically and economically infeasible. Since separate phase product was observed in the groundwater at the site;the groundwater.treatment system was inoperable on numerous occasions after,startup;the treatment system was unable to contain the dissolved phase plume prior the installation of a second recovery well; and benzene, ethylbenzene and all three (3) volatile petroleum hydrocarbon chains exceed the Method 1 Groundwater Category GW-1 Standards in the groundwater beneath the Former Charter Station and hydrogeologically downgradient of 3 both the Former Charter and BP Service Stations, the Department has determined that insufficient documentation has been provided to demonstrate that the downgradient extent ol the Chart Station um is represented by monitoring well GMW-19 Therefore, the Department r u h I Addendum Scope of Work, prepared pursuant to 310 CMR 40.0834, be subm' a rhne b September 30, 1999 to describe the activities proposed to identify the extent of The Scope of Work should include a schedule for the completion of these activities. Upon completion of the supplemental Phase II activities,the Risk Characterization should be modified and either a Phase III Report or a Response Action Outcome Statement submitted. Refer to 310 CMR 40.0850 and 310 CMR 40.1000 for additional information. If you have any questions regarding this letter,please contact Laura Stanley at the letterhead address or(508)946-2880. All future communications regarding this release must reference the Release Tracking Number 4-0026. Sincerely, 4erard M.R.Martin,Chief ite Management and Permitting Section M/LS/dl cc: Barnstable Board of Health Post Office Box 534 Hyannis,Massachusetts 02601 ATTN: Tom McKearn,Hazardous Waste Coordinator Town of Barnstable 367 Main Street Hyannis,Massachusetts 02601 ATTN: James Tinsley,Town Manager Barnstable Water Company - Post Office Box 326 Hyannis,Massachusetts 02601 ATTN: George Wadsworth RAM Environmental,LLC One Roberts Road Plymouth,Massachusetts 02360 ATTN: Michael Pierdinock,LSP SEA Consultants,Incorporated 485 Massachusetts Avenue Cambridge,Massachusetts 02139 ATTN:-William Mallio PhD,LSP DEP SERO ATTN: Data Entry/File � far DATE: 3/20/98 ROPERT,,Y ADDRESS:_258-Iyanough Road_Hyannis,Mass . Qt. AP ------------------------ R 91998 �D7 G { 01"�NOFRAREPT ------------------------ w , H_A1Ty p AB1f /�% On,the°"above ale, I inspected the septic system at the above address. This system-"consists of the following: 1 . 1 -1000 gallon septic tank. H2O Wheel load 2 . 1 -4 ' precast leaching pit. H2O Wheel Load. Based on my inspection, I certify the following conditions: 3 . This is a title five septic system. ( 78 Code ) 4 . System has cast iron rings & covers to the grade of the asphalt drive. 5 . All Sch. 40 4" PVC pipe & fittings through out the septic system. 6 . The septic system is in proper working order at the present time. SIGNATUR C Name: J. P. Macomber Jr. Company:Josegh PJ_ M.gcomber3 Son, Inc. Address:__-Q L E.CZ............ -_QRnt�eryt1_l-e.,-Ba--Q2632-0066 Phone: 508-775--3338 -------- ------------ THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY JOSEPH P. MACOMBER & SON, INC. Tanks-Cesspools-LeachfieIds _ Pumped & Installed Town Sewer Connections P.O. Box 66 Centerville, MA 02632-0066 775-3338 775-6412 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET. BOSTON, MA 02108 611.292.5500 w'ILL1.4S1 F WELD TRUDY C Govcmor Sc; ARGEO PAUL CELLUCCI D.-'ID B STi Lt.Govcmor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commis PART A CERTIFICATION Volta Oil Property Address: 258 Iyanough Road Hyannis,MassAddress of Owner:l Roberts Road Date of Inspection: 3/2 0/9 8 (If different) Plymouth,Mass . Name of Inspector: joc;pnh P_Macamber Jr. 02360 1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000) Company Name: J.P.Macomber & Son Inc. Mailing Address: BOX 66 Centerville,Mass . 02632 Telephone Number: 508-775-3338 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reposed below is u.,e. accur. and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper runctlon an maintenance of on-site sewage disposal systems. The system: Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails Inspector's Signature: / 6 Date: '�� The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty (30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall subs the repon to the appropriate regional office of the Department of Environmental Protection. The original should be sent to me stisrem o, and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: A] SYSTEM PASSES: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 C&AR 15 3( Any failure criteria not evaluated are indicated below. COMMENTS: 61 SYSTEM CONDITIONALLY PASSES: -- One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, u( completion of the replacement or repair, as approved by the Board of Health, will pass. Indicate yes, no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If "not determined-, expla,n why not The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of the inspect�on. the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltrauon, or to failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic !dn� as approved by the Board of Health. (revised 04/25/97) Fag• 1 of 10 DEP on the World Wde Web: nttpWwww,mapnet state ma usroep Printed on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 258 Iyanough Road Hyannis,Mass. Owner: Volta Oil Date of Inspection: 3/20/98 B) SYSTEM CONDITIONALLY PASSES (continued) M/ t Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obsir,;c.ed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if (with approval of the Board of Health). Describe observations: broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced ld� The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if (with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed C) FURTHER EVALUATION 15 REQUIRED BY THE BOARD OF HEALTH: �0 Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: ifi0 Cesspool or pity is within 50 feet of a surface water i Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: ,PL' The'system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water Supply well The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance W14 (approximation not valid). 3) OTHER (revised 04/25/37) Page 2 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 258 Iyanough Road Hyannis,Mass . Owner: Volta Oil Date of Inspection:3/20/9 8 D) SYSTEM FAILS: You must indicate ew-er "Yes" or "No" as to each of the following: 11V I have determined that the system violates one or more of the following failure criteria as defined in 310 CmR 15.303. The bans for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged S.-\S or cesspool. Static liquid level in the dr tribulion box above outlet invert due to an overloaded or clogged SAS or cesspoo! Liquid depth in.ccsspoal is less than 6" below inven or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipets). Number of times pumped Z . Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supp � Any portion of a cesspool or privy is within a Zone I of a public well. .1- Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no ,acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water anaiys,s for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E) LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" as to each of the following: The following criteria apply to large systems in addition to the criteria above: AIP The system serves a facility with a design flow of 10,000 gpd or greater (Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No the system is within 400 feet of a surface drinking water supply �'/2 the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area • IWPA) or a mapped Zone H of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment pro-gram requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information (revised 04/35/17) Pay• 3 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 258 Iyanough Road Osterville,Mass. Owner: Volta Oil Date of Inspection: 3/2 0/9 8 Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes Nit Pumping information was provided by the owner, occupant, or Board of Health. --J'/ None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N/A. _ The facility or dwelling was inspected for signs of sewage back-up. _ The system does not receive non sanitary or industrial waste flow. _ The site was inspected for signs of breakout. _ All system components, eluding the Soil Absorption System, have been located on the site. — The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. / — The size and location of the Soil Absorption System on the site has been determined based on: The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance of Sub-Surface Disposal System. Existing information. Ex. Plan at B.O.H. _ Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) 115.302(3)(b)) (revised 04/25/97) Pay• 4 of 10 J SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 258 Iyanough Road Hyannis,Mass. Owner: Volta Oil Date of Inspection 3/2 0/9 8 FLOW CONDITIONS RESIDENTIAL:WP Design flow: ,IAA g.p.d./bedroom for S.A.S. Number of bedrooms: Number of current residents: Garbage grinder (yes or no):J2,�' Laundry connected to system (yes or no):kh Seasonal use (yes or no):-a4 water meter readings, if available (last two (2) year usage (gpd): 414 Sump Pump (yes or no):-d.&4- Last date.of occupancy: IJ rr CO MMERCIALIINDUSTRIAL: `--f Type of establishment: Design flow:346 gallons/day Grease trap present: (yes or no)k Industrial Waste Holding Tank present: (yes or no)Ae Non-sanitary waste discharged to the Title 5 system: (yes or no Water meter readings if available L, hrj A 440 44K Last date of occupancy:1--&-1--� OTHER: (Describe) .UI� Last date of occupancy:_1� GENERAL INFORMATION PUMPING CORDS d source of i formatio Systenf pumped as part of inspection: (yes or no) If yes, volume pumped: 52t) gallons l Reason for pumping: 9)4r�Vl TYPE SYSTEM Septic tank/dis�-be+t/soil absorption system ,oCe_ Single cesspool 4,01 Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) I/A Technology etc. Copy of up to date contract? Other APPROXIMATE AGE of all components, date installed (if known) and source of information: ZD'11i� Sewage odors detected when arriving at the site: (yes or no)le—W (revioed 04/25/97) Page 5 of 10 } SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Properly Address: 258 Iyanough Road Hyannis,Mass. Owner: Volta Oil Date of Inspection j/2 0/9 8 BUILDING SEWER: (Locate on site plan) t/ Depth below grade:, Material of construction: _cast iron Z40 PVC _ other (explain) Distance froWrivate water supply well or suction line �— Diameter Com�!Ipts: (condition of joints, venting, evidence of leakage, etc.)tjd _ �s SEPTIC TANK:av A� It ' /V.-40 (locate on site plan) nn C� Depth below grader Material of construction: concrete _metal _Fiberglass _Polyethylene _other(explain) If tank is metal, list age LV*4 Is age confirmed by Certificate of Compliance 1/4(Yes/No) Dimensions: X A O. Sludge depth: Distance from top of s dge to bottom of outlet tee or baffle:_ Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bon m of outl t tee or affle: How dimensions were determined: Comments: (recommendation for pumping, conditi of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of lea age, J �d24al � o GREASE TRAP:tD.ye (locate on site plan) Depth below grade:,V/} Material of con struct ion:,faconcreteA4 meta IAV Fi berg Iass.c/ Polyethyleneq,Vother(explain) _ A/A Dimensions: AIN Scum thickness: VA Distance from top of scum to top of outlet tee or baffle: A/-# Distance from bottom of scum to bosom of outlet tee or baffle: #V4 Date of last pumping: 444 Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet inven, structural integrity, evidence of leakage, etc.) rr a e irA� A19 -447' (rov1a•d 04/25/91) Pago 6 of 10 .' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 258 Iyanough Road Hyannis,Mass . Owner: Volta Oil Date of inspection:3/20/98 TIGHT OR HOLDING TANK: tZf_(Tank must be pumped prior to, or at time, of inspection) (locate on site plan) Depth below grade:_VA material of construction;(L4 concrete R)gmetal,tl�FiberglassWAPol�,ethylene,IL4ther(explain) Dimensions: Capacrry gallons Design iio- _W,4 _ gallons/day Alarm le:el. 4 Alarm in working orderN�2 Yes;. Nu Date of prey-ous pumping: Comments (condition of inlet tee, condition of alarm and float switches, etc 1 1 7"7 A eaa7.a2j:'�'' A4l7- DISTRIBUTION BOX:&46t (locate on site plan) Depth c I.cu,d level above outlet inven:- A�* Comments (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) PUMP CHANABER:2&1f-� (locate 0-1 site plan) Pumps r -orking order: (Yes or No) 4,4¢ Alarms in ,+orking order (Yes or No) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.) lr.vi�.e 94/25/97) P.g. 7 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 258 Iyanough Road Hyannis,Mass. Owner: Volta Oil Date of Inspection 3/2 O/9 8 _ •_l /� SOIL ABSORPTION SYSTEM (SAS): ,,''))-- y7i� f ;locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type: leaching pits, number: leaching chambers, number: t� leaching galleries, number: leaching trenches, number,length: leaching fields, number, dimensions: overflow cesspool, number: Alternative system: IJA , Name of Technology: Comments: (note condition of soil, signs of hydraulic failure, I vel of pding, conditioq of vegetation, etc.) C� CESSPOOLS: i(We— (locate on site plan) Number and configuration: A114 Depth-top of liquid to inlet invert: - 4/ Depth of solids layer: 14,14 Depth of scum layer: �14 Dimensions of cesspool: Materials of construction: .( Indication of groundwater: inflow (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRI VY: .&I,ve— (locate on site plan) Materials of construction: le!41 Dimensions: Depth of solids:/ Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) (revised 04/25/97) P&96 8 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 258 Iyanough Road Hyannis,Mass . Owner: Volta Oil Date of Inspection:3/20/98 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) i flif ab �yan�,�h rc( Atfomici (s.vi..d 04/25/97) ?&go 9 of 10 SUBSURFACE SEWAGE DISP l SYSTEM INSPECTION FORM I . C SYSTEM INFOI;'.. :ION (continued) Property Address: 258 Iyanough Road Hyannis,Mass. Owner: Volta Oil Date of Inspection:3/2 O/9 8 Depth to Groundwater &Feet Please indicate all the methods used to determine High Groundwater EIt:•ation: Obtained from Design Plans on record bservation of Site Abusing property bservation hole, basemtrt simp etc.) Determine it from local conditions Check with local Board of health Check FEMA Maps Check pumping records Check local excavators. installers Use USGS Data Describe in your own words how you established the High Ground•/,reir-Elevation. Must be completed) Used water contours map. Gahrety & Miller Model 12/16/94 (s.vi..d 04/25/)1) Pas. lDof 10 .nrnr+•—nrr—..-r.—arn:mr•nsw.v-n+rt+'.rrerr.:r+-�vn�rrr�rm+�r.srtiv*ea-�rRn'+r. sm.--a.r-�rtra,rm-:—r_ --r . I TOWN OF Ba ns ahl e BOARD OF 11EALT11 SUBSURFACE SEWAGE I)I3I'OSAL SYSTEM INSPECTION� � FORM - PART D^- CEIZTI Fi Cr1T l ON -TYPE OR PRINT CI.EARL1•- 1 PROPERT Y INSPECTED STREET ADDRESS _258 Iyanough Road Hyannis,Mass . ASSESSORS MAP , BLOCK AND PARCEL # �® OWNER' s NAME Volta Oil - PART D - CERTIFICATION NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAME J.P.Macomber & Serfi 'Inc. COMPANY ADDRESS Box 66 Centerville,Mass. 02632 Strvat Town or City State LtP COMPANY TELEPHONE (508 ) 775 - 3338 FAX ( 508 ) 790 -1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system . nt this address and that the information reported is true , accurate , and complete as of the 'time of -inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage `disposai systems , Check one : _Zsystem PASSED~ The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public healLh or Lhe environment as defined in 310 CMR 16 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. System FAILED* The inspection wilicfl I have con licted has found that the system fails to Protect the public health and the environment in accordance with 'Title 5 , 3.10 CMR 15 . 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector Signature f / Date One copy of this certification must be provided to the OWNER, the BUYER ( where applicable ) and the BOARD OF 11EAL1'il. * If the inspection FAILED, the owner or " Parator shall upgrade ' the system within one year of the date of the inspection, unless allowed or required otherwise as provided in 3.10 CPIR 16 , 305 . partd . doc ILI V) Z7 7 r'7 3/D THE COMMONWEALTH O { M.A.SS.A.C��JS�TTS DEPA.RTIVMCENT OF ENVXRONMMNTA.L PROTE CT ION X N BE IT KNOWN THAT Joseph P. Macomber, Jr. Has satisfied the Department's qualifications as required and is hereby authorized to use the title CER � � D TITLES SYSTEM INSPECTOR as provided irl 310 CMR 15 .340 and Section 13 of Chapter 21 A of the General Laws _ Issued by Tlie Department of Environmental Protection . n( tmg DItcctot of the O�y` lon u( Wilct Pollution C ool(ol t ti � .RAM ENVIRONMENTAL REMEDIATION*ASSESSMENT-MANAGEMENT December 17, 1999 Via Facsimile and Mail Amy Dwyer Cape Cod Times, Legal Advertising 319 Main Street Hyannis, Massachusetts 02601 RE: Publication of Legal Notice Former Charter Service S_ ta_t oii No 8 L258-1yanough:Road Barnstable (Hyannis), Massachusetts DEP RTN No. 4-0026 RAM Ref. No. 101.19.4 On behalf of Volta Oil Company, Inc.;°RAM Environmental, LLC requests that the attached legal notice be.published in the December 22, 1999 edition of the Cape Cod Times. If you have any questions regarding this matter, please feel free to call Timothy Condon or Michael J. Pierdinock at(508) 747-7900, extensions 130 and 127, respectively. Very truly yours RAM Environmental, LLC Timothy Con on, P.E., CHMM Director of Operations Enclosures copy: Mr. Bruce C. Garrett, Volta Oil Company (with enclosures) Massachusetts Department of Environmental Protection(SERO) (with enclosures) S:\RAM\101.19\101-19-4\99CORRES\1027NEWP.WPD RAM ENVIRONMENTAL,LLC • ONE ROBERTS ROAD • PLYMOUTH,MA 02360 • 508-747-7900 • FAX 508-747-3658 Y 12/17/99 FRI 12:44 FAX 508 747 3658 11002 .RAM ENVIRONMENTAL REMEDIATION•ASSESSMENT•MANAGEMENT December 17, 1999 Vis.Facsimile and Mail Town of Barnstable Health Department 367 Main Street Hyannis, MA 02601 RE: Transition Tier 1A Permit Extension Application Notice Former Charter Service Station No. 6843 �258 lyanough Road) Barnstable(Hyannis),MA 02601 DEP RTN No.-4-0026i RAM Ref. No. 101.19.4 On behalf of Volta Oil Company, Inc., RAM Environmental, LLC submits the enclosed documents to the Board of Health of Barnstable (Hyannis). • Notice of Site Permit Extension Application (Transition Tier IA). This legal notice will appear in the Cape Cod Times on December 22, 1999. If you have any questions regarding this matter,please feel free to call Timothy Condon or Michael J. Pierdinock at(508) 747-7900, extensions 130 and 127, respectively. Very truly yours, RAM Environmental, LLC Timothy Co on, PE, CHMM Director of perations Enclosures copy: Town of Barnstable Board of Health Mr. Bruce C. Garrett, Volta Oil Company (with enclosures) Massachusetts Department of Environmental Protection (SERO) (with enclosures) S:\RAM\101,19\101_19 4199COPM S11027BOH,WPD RAM ENVIRONMENTAL,LLC • ONE ROBERTS ROAD - PLYMOUTH,MA 02360 • 508-747.7900 - FAX 508.747-3658 RLAM ENVIRONMENTAL REMEDIATION®ASSESSMENT a MANAGEMENT December 14, 2001 Via Hand Delivery Mr. John C. Klim _ Town Manager Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Transition Tier IA Permit Extension Application Former Charter Service Station No. 6843 258 Iyanough Road Barnstable a H� nni"s);NIA 02601 DEP RTN No. 4-0026 RAM Ref. No. 101.19.4 Dear Mr. Klim: On behalf of Volta Oil Company, Inc., RAM Environmental, LLC submits the enclosed document to the Board of Health of Barnstable (Hyannis). • Notice of Site Permit Extension Application (Transition Tier IA). This legal notice will appear in the Cape Cod Times on December 18, 2001. If you have any questions regarding this matter,please feel free to call Amy Roth or Joseph P. Salvetti at (508) 747-7900, extensions 145 and 127, respectively. Very truly yours, RAM Environmental, LLC Z e. y Roth Joseph P. Salvetti, LSP Project Manager Senior Associate Enclosure copy: Thomas A. McKean, Town of Barnstable Public Health Division Mr. Bruce C. Garrett, Volta Oil Company (with enclosure) Massachusetts Department of Environmental Protection (SERO) (with enclosure) S:\RAM\101.19\101 19 4\01\OICORRES\1213BOH.WPD RAM ENVIRONMENTAL,LLC • ONE ROBERTS ROAD . PLYMOUTH,MA 02360 - 508-747-7900 • FAX 508-747-3658 www.ramenvironmental.com NOTICE OF APPLICATION FOR AN EXTENSION OF A WASTE SITE CLEANUP PERMIT FORMER CHARTER SERVICE STATION NO. 6843 258 IYANOUGH ROAD BARNSTABLE (HYANNIS),MASSACHUSETTS RTN No. 4-0026 Pursuant to the Massachusetts Contingency Plan(310 CMR 40.0703), an application for a Permit Extension was submitted to the Department of Environmental Protection (DEP) for this site on. November 7, 2001. DEP issued a Transition Tier IA permit for this site on May 31, 1994. The application proposes to extend the permit for this site to November 7, 2003 for the following rationale: R 4® Additional response actions may be necessary to substantiate that no substantial risk is present as a result of a release of gasoline associated with RTN 4-0026. Once a;site has been classified as Tier I, a permit is required to proceed with a Comprehensive Remedial Response Process. Anyone interested in reviewing the Permit Extension application should notify DEP by writing to DEP, Bureau of Waste Site Cleanup, Permit Section at the Southeast Regional Office,20 Riverside Drive,Lakeville, MA 02347 by January 18,2002. If anyone notifies DEP of his or her interest in reviewing or submitting comment on the application, DEP will conduct a public comment review period of twenty(20)days which shall run concurrently with DEP's Initial Technical Review of the application. Anyone who fails to notify DEP in writing of his/her interest in commenting on the application by the above date may be deemed to have waived his/her rights, if any, to appeal DEP's permit decision or to intervene in an adjudicatory proceeding with respect to this application,pursuant to 310 CMR 40.0770(2). M.G.L. c. 21E 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 a petition from ten or more residents of the municipality in which the disposal site is located, or of a 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 Joseph P.Salvetti,LSP,RAM Environmental,LLC,One Roberts Road,Plymouth,MA 02360 at (508)747-7900. X7 _)s RAM ENVIRONMENTAL REMEDIATION•ASSESSMENT•MANAGEMENT February 27, 1998 Mr. Thomas McKean Health Department Barnstable Town Hall 367 Main Street Barnstable, Massachusetts 02601 RE: Phase II Comprehensive Site Assessment Former Charter Station 258 Iyanough Road Hyannis,Massachusetts Release Tracking Number 4-0026 RAM Ref. No. 101.19.1 Dear Sir/Madam: Pursuant to 310 CMk,40.1403(3)(e), this letter serves as notification that a Phase II Comprehensive Site Assessment Report and a Phase II Completion Statement(BWSC-108) in connection with the Former Charter Station, 258 Iyanough Road, Hyannis, Massachusetts have been submitted to the Massachusetts Department of Environmental Protection, Southeast Regional Office in Lakeville, Massachusetts. If you have any questions or comments,please contact me or Timothy Condon at(508) ,. 747-7900, extensions 127 and 130 respectively. Very truly yours, RAM ENVIRONMENTAL, LLC - Timothy Co on Michael J. Pier inock, LSP, CHMM Project Engineer Principal S:\RAM I0I.I9\98CORRES\0223 BOH.WPD i RAM ENVIRONMENTAL,LLC • ONE ROBERTS ROAD • PLYMOUTH,MA 02360 508-747-7900 • FAX 508-747-3658 RAM a a I. .98 r o� ENVIRONMENTAL27 REMEDIATION•ASSESSMENT•MANAGEMENT /e� y A�^84 , s. ONE ROBERTS ROAD PLYMOUTH,MA 02360 Mr. Thomas McKean Health Department Barnstable Town Hall 367 Main_Street amble;Massachusetts 02601 \r i i r i fii ►[ iii tt i s fi siiii I I t i t COMMONWEALTH OF MASSACHUSETTS M EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIR%*tA F h 0 ,C a ok .. DEPARTMENT OF ENVIRONMENTAL PROTECT ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 '9f 25 ye„ �� —9 R1i WILLIAM F.WELD TRUDY COXE Governor Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Lt.Governor Commissioner BARNSTABLE TOWN OF WARREN RUTHERFORD, TOWN MANAGER TOWN HALL 367 MAIN ST HYANNIS, 02601-, June 2, 1997 RE: RTN - 4-0000026 STATUS: TIER 1A CHARTER STATION #6843/FMR BAP, 258 IYANOUGH RD, BARNSTABLE-BARNSTABLE Dear Sir/Madam, The Department of Environmental Protection(DEP)will publish the List of Tier I Disposal Sites on June 11, 1997. It identifies the highest priority(Tier I) sites in the Commonwealth where a release of oil or hazardous material has been reported to DEP, as well as "default Tier IB" sites where property owners or other parties have missed a significant deadline. DEP is publishing this list in accordance with Massachusetts General Law Chapter 21 E, Section 3A(b)and the Massachusetts Contingency Plan(MCP, 310 CMR 40.0000). The above-referenced site will be included in the Tier I Site List. Our information indicates that you have a connection to the above-referenced site as a landowner,facility owner or operator, generator or transporter of oil or hazardous material,or another type of connection. Tier I sites are those that pose the highest potential risks to people and the environment. DEP's top priority is to ensure that unacceptable risks from these sites are eliminated. If property owners or other responsible parties are unable or unwilling to conduct response actions themselves, DEP will use its enforcement tools to protect health and the environment, including spending public money where warranted to conduct necessary response actions. Where DEP conducts response actions,the agency seeks to recover its assessment and cleanup costs from responsible parties. Default Tier IB sites are not classified based on actual site conditions,but because the property owners or other parties have failed to meet one of several significant deadlines for assessment or cleanup. These sites may or may not pose the same levels of risk as"true"Tier I sites. However,DEP considers default Tier IB sites to be a priority for enforcement. Making sure all property owners conduct necessary response actions creates a level playing field and a powerful incentive for voluntary compliance. Owners of default Tier IB sites risk DEP enforcement actions if they continue to fail to meet their assessment and cleanup obligations. DEP has already reduced DEP on the World Wide Web: http://www.magnet.state.ma.us/dep Z� Printed on Recycled Paper , the Number of default Tier IB sites by 22 percent through compliance assistance and enforcement, and will continue its efforts to bring sites into compliance. The Tier I Site List represents a"snap shot"of cleanup status at Tier I sites on March 14, 1997. DEP will publish updates to the Tier I Site List on an annual basis. Tier I sites for which DEP is notified that a cleanup is complete will be published on the list once to provide this information,and then will be removed from future lists. A copy of the Tier I Site List may be obtained from DEP's World Wide Web page (www.state.ma.us/dep/bwsc/pubs.htin)or from the State Bookstore(telephone: 617-727-2834 or 413-784-1378). If you have questions about the 21E program or sites in the Tier I Site List,please contact the MCP Helpline. From area code 617 and from outside of Massachusetts, call(617)338- 2255. From area codes 508 and 413, call 1-800-462-0444. Sincerely, Otero �• l�r�-� James C.Colman Assistant Commissioner f COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B. STRUHS Commissioner C ( o August 12 , 1997 Mr. Bruce Garrett RE : BARNSTABLE--WSC/SMP-4-0026 Vice President of Operations Fmr. Charter Station #6843 Volta Oil Company, Incorporated 258 Iyanough Road 140 Samoset Street, Route 44 NOTICE OF NONCOMPLIANCE Post Office Box 1040 NON-SE-3P-97-025 Plymouth, Massachusetts 02362 NOTICE OF NONCOMPLIANCE M.G.L. ch. 21E, 310 CMR 40 . 0000 This - is an Important Notice. Failure to Respond to This- Notice Could Result in Serious Legal Consequences . Dear Mr. Garrett : Department records indicate that you are not in compliance with one or more laws, regulations, orders, licenses, permits, or approvals enforced by the Department . Attached is a written description of : (1) each activity referred to above, (2) the requirements violated, (3) the action the Department now wants you to take, and (4) the deadline for taking such action. If you fail, to come into compliance by the prescribed deadline (s) , or if you otherwise fail to comply in the future with requirements applicable to .you, you could be subject to legal action. The Department is - authorized to take any of the following actions against you for failure to comply with the requirements imposed by M.G.L. c . 21E and the Massachusetts .Contingency -Plan, 310 CMR 40 . 0000 et sea. : - Imposition of double the amount of permit fees otherwise owed; 20 Riverside Drive 0 Lakeville, Massachusetts 02347 9 FAX(508) 947-6557 • Telephone (508) 946-2700 I � -2- Assessments of up to three (3) times the amount of all response action costs incurred by the Department, plus sanctions for failure to perform response actions under the MCP; Assessment of interest on costs incurred at the rate of twelve percent (12%) , compounded annually; Assessments for damage to natural resources; - Placement of liens on all property located in the Commonwealth, with authority to foreclose; Initiation of civil judicial action brought by the Attorney General; and/or Initiation of criminal action prosecuted by the Attorney General . In addition to these potential legal actions, the Department may assess a civil administrative penalty for every day from now on that you remain out of compliance with the requirements described in this Notice of. Noncompliance . Questions regarding this matter should be directed to Laura Stanley, at the letterhead address or by telephone at (508) 946- 2880 . Sincerely, erard M.R. Martin, Acti Chief Site Management and Permit Section M/LS/re Attachment : Notice of Noncompliance CERTIFIED MAIL NO. P 256 386 486 RETURN RECEIPT REQUESTED CC : Town of Barnstable Town Hall 367 Main Street Hyannis, Massachusetts 02601 ATTN: Warren Rutherford, Town Manager Hazardous Waste Coordinator Post Office Box 534 Hyannis, Massachusetts 02601 ATTN: Tom McKearn f -3- cc : Barnstable Municipal Airport Boardman-Polando Field 480 Barnstable Road, 2nd floor Hyannis, Massachusetts 02601 ATTN: Benjamin C. Jones, Airport Manager Barnstable Water Company 47 Old Yarmouth Road Hyannis, Massachusetts 02601 ATTN: George Wadsworth, President SEA Consultants, Incorporated 485 Massachusetts Avenue Cambridge, Massachusetts 02139 ATTN: Dr. William J. Mallio, LSP DEP-SERO ATTN: Andrea Papadopoulos, Deputy Regional Director Kevin Kiernan, Deputy Regional Counsel Mark Jablonski, Permit Coordinator Regional Enforcement Team Data Entry I NONCOMPLIANCE SUMMARY NON-SE-3P-97-025 NAME OF ENTITY IN NONCOMPLIANCE: Bruce Garret, Vice President of Operations Volta Oil Company, Incorporated 140 Samoset Street Post Office Box 1040 Plymouth, Massachusetts 02362 LOCATION WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: Former Charter Service Station #6843 258 Iyanough Road Hyannis, Massachusetts 02601 DATE (S) WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: October 29, 1996 DESCRIPTION OF NONCOMPLIANCE AND OF THE REQUIREMENTS NOT COMPLIED WITH• On May 25, 1994 , the Department issued a Tier IA Transition Statement (a Permit) for the above referenced disposal site . You agreed to the terms of the Permit, signed the Permit and the Permit became effective on October 28 , 1994 . Condition (3) (d) 1 of the Permit required that all applicable submittals including Scopes of Work, Status Reports, Completion Statements, Phase Reports and Response Action Outcome Statements be submitted to the Department in accordance with the Massachusetts Contingency Plan, 310 CMR 40 . 0000 . Pursuant to 310 CMR 40 . 0550 (2) (b) , a Phase II Report including a Risk Characterization, a Phase II Completion Statement and a Phase III Remedial Action Plan, if applicable, were to be submitted to the Department for the Former Charter Service Station #6843 site by October 28 , 1996 . You failed to submit a Phase II Report, a Risk Characterization, a Phase II Completion Statement and a Phase III Remedial Action Plan, if applicable, to the Department in accordance with Permit Condition (3) (d) 1 and 310 CMR 40 . 0550 (2) (b) . DESCRIPTION AND DEADLINES OF ACTIONS TO BE TAKEN Submit to the Department by September 12, 1997 : • a Phase II Report pursuant to 310 CMR 40 . 0830 , • a Risk Characterization Report pursuant to 310 CMR 40 . 0900, & a Phase II Completion Statement, and J s -2- • a Phase III Remedial Action Plan pursuant to 310 CMR 40 . 0850 or a Response Action Outcome Statement pursuant to 310 CMR 40 . 1000 . For the Department DATE �A.��cT z, 9`t NAME Gerard M.R. Martin, Acting Chief Site Management and Permit Section r ' Commonweafth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection ' Southeast Regional Office William F.Weld Governor Trudy Coxe 3eeretery.EOEA Thomas S.Powers Acting Commissioner .... URGENT LEGAL MATTER January 30, 1995 John F. Shields 121 East Bay Road Re: BARNSTABLE-WSC/SA-4-0026 osterville, MA 02655 Former Charter Station 258 Iyanough Road Permit # 82618, M.G.L.c21E NON-RE-95-SMP-3011 NOTICE OF NONCOMPLIANCE M.G.L. c. 21E. 310 CMR 40. 0000 Failure to Return the Transition Permit Statement Dear Mr. Shields: A review of records conducted by Department of Environmental Protection personnel demonstrates that you are not in compliance with one or more laws, regulations, orders, licenses, permits, or approvals enforced by the Department. Be advised that the regulations that generally set forth the requirements and procedures for Transition Provisions are codified at Subpart F of the Massachusetts Contingency Plan (MCP) , 310 CMR 40.0600. The Department has included with and specifically incorporated into this writing a NOTICE OF NONCOMPLIANCE SUMMARY, which includes: (1) the requirements applicable to Transition Provisions undertaken at Former Charter Station; (2) the elements and occurrence(s) of the noncompliance necessitating the issuance of this Notice; and (3) the deadline within which a return to compliance must be achieved. An administrative penalty may be assessed for every day from now on that you remain out of compliance with the requirements described in this Notice of Noncompliance. Notwithstanding this Notice of Noncompliance, the Department reserves the right to exercise the full extent of its legal authority in order to obtain 20 Riverside Drive a Lakeville,Massachusetts 02347 0 FAX(508)947-6557 a Telephone (508) 946-2700 t -2- full compliance with all applicable legal requirements, including but not limited to the assessment of civil administrative penalties, the commencement of a civil action in the court(s) of competent jurisdiction, or the commencement of a criminal prosecution in the court(s) of competent jurisdiction. Please contact Mark Jablonski at (508) 946-2819 if you have any questions concerning this Notice. V truly yours, J a an E.4ill Acting Chief S'te Management & Permitting H/MJ/rr CERTIFIED MAIL #Z235 538 732 RETURN RECEIPT REQUESTED cc: Town of Barnstable 367 Main Street Hyannis, MA 02601 ATTN: Warren Rutherford, Town Manager Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 ATTN: Brian Grady, Chairman Richard Cain, Esq. P.O. Box 454 537 Main Street Harwichport, MA 02646 Volta Oil Company 140 Samoset Street P.O. Box 1040 Plymouth, MA 02362 ATTN: Bruce Garrett DEP - Boston - BWSC ATTN: Larissa Drennan ATTN: James Colman DEP - Boston - Office of Enforcement ATTN: Robert Bois DEP - SERO ATTN: Andrea Papadopoulos, Deputy Regional Director ATTN: David Johnston, Enforcement Coordinator q Y NONCOMPLIANCE SUMMARY NON-SE-95-SMP-3011 NAME OF ENTITIES IN NONCOMPLIANCE: John F. Shields LOCATION WHERN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: Site # WSC/SA-4-0026 Permit # 82618 DATE WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: October 3 , 1994 DESCRIPTION OF NONCOMPLIANCE AND OF THE REQUIREMENTS NOT COMPLIED WITH: On May 25, 1994 the Department issued to John F. Shields a Transition Classification and Permit Statement ("Statement") for the above referenced location. The Statement was received by John F. Shields on June 31 1994. In accordance with 310 CMR 40. 0640, John F. Shields had 120 days from the date of receipt of the Statement to sign and return the Statement to the Department. The 120 days deadline expired on October 3, 1994. To date, the Department has not received the signed Statement from John F. Shields . John F. Shields has failed to return the signed Statement as described above within the timeline set forth in 310 CMR 40. 0640. ACTIONS TO BE TAKEN, AND THE DEADLINE FOR TARING SUCH ACTION: Submittal to the Department of the completed and signed Statement, as described above, within 21 da of receipt of this Notice. For the Department of Environmental Protection: Date: Name: �• a han E. Hobill, Acting Chief •tes Management & Permitting u ti Commonwealth of Massachusetts (7-th Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office William F.Weld Govemor Trudy Coxe Seemary,EOEA Thomas B. Powers Ailing Commissioner-` - May 25, 1994 . Shields RE: BARNSTABLE--WSC-4-0026 121 East Bay Road Former Charter Station Osterville, Massachusetts 02655 258 Iyanough Road TRANSITION STATEMENT M.G.L. Chapter 21E and 310 CMR 40. 0000 Permit #82618 Dear Mr. Shields: The Massachusetts Department of Environmental Protection (DEP) has redesigned the Waste Site Cleanup Program. The revised Massachusetts Contingency Plan ("MCP") and related fee regulations (310 CMR 4 . 00) became effective on October 1, 1993 . The new MCP (3.10 CMR 40. 0000) includes specific requirements. for sites which had been classified as "priority disposal sites" under the 1988 version of the MCP in order for them to make the transition into the redesigned program. (See enclosed Transition Fact Sheet #5 for more information. ) This letter is being sent to you regarding the above- referenced site which was previously classified as a "priority disposal site" and listed as such on DEP's August 1993 Transition List of Confirmed Disposal Sites and Locations to Be Investigated, or Addendum thereto. You have been previously identified as a "Potential Responsible Party" (PRP) for the above-referenced site with liability under MGL c.21E S5. EXISTING APPROVALS Response actions which received DEP approval prior to October 1, 1993 , must continue in accordance with the terms of the approval [see 310 CMR 40. 0640.(1) (c) J . An LSP may be engaged or employed, but is not required, to oversee response actions previously- approved by DEP. If an LSP is engaged or employed, he or she should be identified to DEP. Once work under existing approvals is complete, all future response actions must be conducted according to the terms of the revised MCP and will require the use of an LSP. The above-referenced site has the following approval for response actions: . the continued operation and maintenance of a groundwater treatment system as a Short Term Measure approved by the Department on August 28, 1986, and upgraded in February 1989. The treatment system will continue to operate until groundwater has 20 Riverside Drive 0 Lakeville,Massachusetts 02347 • FAX(508)947-6557 * Telephone (508) 946-2700 1 4 -2- achieved current GW-1 groundwater standards. Quarterly monitoring reports shall continue to be submitted to the Department. These approvals are also included in Attachment B(1) of the Transition Statement. These response actions must continue until they are completed. TRANSITION CLASSIFICATION Under the new MCP, sites will be classified as either Tier I or Tier II. All Tier I sites require permits to proceed with assessment and remediation. Sites classified as Tier IA will be managed by a Licensed Site . Professional (LSP) under the Department's direct oversight. Tier IB and IC sites will be managed by LSPs and will not receive direct oversight by DEP, but will be subject to DEP audit. The Transition regulations of the new MCP (310 CMR 40. 0640) , categorically classify all sites which had been listed as "priority disposal sites" as Tier IA sites. Therefore, the above-referenced site is Tier IA. TRANSITION PERMIT STATEMENT The new MCP does not require submittal of a new permit application for priority disposal sites. Instead, DEP will issue a "Transition Classification and Permit Statement" (Transition Statement) to those with potential liability under MGL c.21E §5 which describes the site's classification and the terms of the transition permit. This Statement, if signed and dated by the PRP, or other person performing the response actions, becomes a valid Tier I permit for the site effective upon its receipt by the Department. The Transition Statement for the above-referenced site is attached for your review and action. According to 310 CMR 40. 0640(3) , you must return the Transition Statement to DEP within 120 days of your receipt of this letter indicating whether you (1) accept the terms of the Transition Statement, (2) disagree with DEP's classification of the site, or (3) do not accept the terms of the Transition Statement. These options are as follows: (1) Accept Transition Statement: To accept the terms of the Transition Statement, please sign and date both copies of the Statement at Paragraph 111" and return one copy to this office. (Please also send a copy of one of the signed Transition Statements to the Chief Municipal Official and Chairman of the Board of Health. ) Annual Compliance Fees for Tier IA will be assessed starting October 1, 1993 . The Tier IA Transition Permit is effective upon the Department's receipt of the signed and dated Transition Statement (310 CMR 40. 0640(3) (b) 1.a] . -3- (2) Disagree with Transition Statement: If you do not agree with the Department's determination that this site should be classified as Tier IA because, in the Opinion of an LSP, the site should be reclassified as: IB, IC, or Tier II, sign and date both copies of the Statement at Paragraph 112" and return one copy to this office within 120 days. (Please also send a copy of one of the signed Transition Statements to the Chief Municipal Official and Chairman of the Board of Health. ) In order to change the site's permit category and in order to continue response actions at the subject site, you must obtain a Major Permit Modification from DEP. To do so, you must submit a "Major Permit Modification" application (310 CMR 40.0707) , which includes an LSP Tier Classification Opinion, and fee of $1200. This application will then be processed according to the provisions of 310 CMR 40. 0700. The appropriate Annual Compliance Fee will be determined pending the outcome of the permit modification. If you wish to conduct assessment activities (such as the sampling of existing monitoring wells, the sampling of surficial soils, and the monitoring of vapors inside buildings) within 120 days in an effort to document a lower Tier Classification for the purposes of filing a Major Permit Modification with DEP, you may do so. However, "intrusive" 'assessment activities (subsurface investigations involving test pits, new monitoring wells, and soil borings, etc. ) , will require prior DEP approval, unless they are being done as part of a response action which already has. DEP approval. (3) Do Not Accept Transition Statement: If you do not accept this Transition Statement, you must sign and date the Statement at .Paragraph 113-A" or 113-B" and return one copy to this office. (Please also send a copy of one of the signed Transition Statements to the Chief Municipal Official and Chairman of the Board of Health. ) You must also indicate whether or not you intend to conduct any response actions which were approved by DEP prior to October 1, 1993 . If you do not intend to conduct such response actions, you must include an explanation pursuant to 310 CMR 40. 0171 and 40. 0172. If you do intend to conduct these response actions, you must include a schedule for completing them. Whether or . not you intend to complete work previously approved, you must submit a Status Report which includes an LSP Opinion as to whether a Temporary or Permanent Solution has been or will be achieved at the site, and if not, the response actions necessary to do so [310 CMR 40. 0640 (3) (b) 3] . Please note that if this site is adjacent to another disposal site where response actions are being conducted, it may be necessary to coordinate your response actions with those being undertaken on the adjacent site. All persons authorized to conduct -4- response actions under a Tier I permit must .comply at all times with MGL c. 21E, 310 CMR 40. 0000, permit terms and conditions and any other applicable federal, state, and local law. Failure to comply with all applicable requirements shall be cause for the Department to initiate enforcement action, including, without limitation, permit suspension and revocation. If the enclosed Transition Statement is not returned to the Department within 120 days of its receipt, or if the Statement indicates that you do not accept the Transition Permit under paragraph (3) above, the Annual Compliance Fee for Tier IB sites ($2 , 600) will be assessed, beginning on the day after such Transition Statement is due [310 CMR 40.0640 (4) ] . In addition, DEP may commence appropriate enforcement actions to ensure that the required response actions for the above-referenced site are initiated and completed in a timely manner. Please note that should there be more than one PRP performing response actions at the above-referenced site, all must sign the Transition Statement and are encouraged to designate a Primary Representative. We recognize that there may be difficulties and confusion during the transition of existing sites from the old MCP to the new MCP. The new MCP, however, offers many incentives and opportunities for streamlined, timely, and efficient cleanups. It is our intent to provide you with as smooth a transition as possible. The Department would like to meet with you and PRPs for neighboring sites on August 10, 1994, at 10 a.m. at the Department's Southeast Regional office located at 20 Riverside Drive, Lakeville, Massachusetts, to discuss coordination of remedial response actions. Should you have any questions about this, letter or the Transition Statement, please contact Maria Pinaud or Jonathan Hobill at (508) 946-2862 or at the above address. Very truly yours, UtAx-cbti* 4c"�— Gregg Hunt, Acting Regional H/MP/jt Engineer for Waste Site Cleanup Attachments: Transition Classification and Permit Statement (2 copies) Transition Fact Sheet #5 Fact sheet on LSPs 310 CMR 40:0730 CERTIFIED MAIL #P337 626 605 RETURN RECEIPT REQUESTED -5- cc: Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 ATTN: Tom McKean Hazardous Waste Coordinator Town of Barnstable 367 Main Street Hyannis, MA 02601 ATTN: Warren Rutherford Town Manager Richard Cain, Esq. P.O. Box 454 537 Main Street Harwich Port, MA 02646 DEP - BWSC - Boston ATTN: Madeline Snow DEP - OGC - Boston ATTN: Margaret Stolfa DEP - SERO ATTN: George Crombie Andrea Papadopoulos DEP - SERO ATTN: Mark Jablonski DEP - SERO - Data Entry C MASSACHUSETTS QUITCLAIM DEED SHORT FORM IINDIVIDUALI eel wJ I, JOHN F. SHIELDS, BP :II9061-0-32-3 94-13 2 3 1 1*2:3 #113111J of 121 East Bay Road, Barnstable (Osterville) , BarnstableCounty,Massachusetts, 02655 1WAk 1zkA v4W for consideration paid, and in full consideration of NINETY-FOUR THOUSAND SIX HUNDRED TWENTY-NINE AND 63/100 ------------ ( $94 ,629.63 )---- DOLLARS grantto JAMES S. GARRETT, TRUSTEE of IYANOUGH ROAD TRUST, u/d/t dated* Felara..�y__2 , 1994, recorded at Barnstable Deeds in Book cif;/ Page 3?.2, of P.O. Box 1040, Plymouth, Massachusetts 02362 with quttclttimtoutu thelandin Barnstable (Hyannis) , Barnstable County, Massachusetts, bounded and described as follows: (Description and encumbrances,if anyl Beginning at a point on the northerly side of Iyanough Road at a cement bound at land of Town of Barnstable; thence running SOUTH 75' 04 ' 50" EAST, by land of said Town of Barnstable, 211.53 ••feet to land now or formerly of Clarence G. Verdi et ux; thence running SOUTH 300 02 ' 23" WEST, by land of said Verdi, 58 .20 feet to said Iyanough Road; thence running NORTH 590 231 50" WEST by the northerly side of Iyanough Road, by two courses aggregating 204 .23 feet, to the cement bound at the point of beginning. Said premises are shown as Parcel "A" on "Plan of Land in Hyannis, Barnstable, Mass. for Samuel Ingram, Scale 1 in = 20 ft, Date 22 January 1957 , Charles N. Savery Co. Engineers & Surveyors, Cotuit, Mass. " recorded at Barnstable Deeds in Plan Book , Page Subject to a right of way 12 feet in width extending along the southeast boundary line to Iyanough Road, for all purposes for which ways are now or may hereafter be used in common with all others entitled thereto. For my title, see deed recorded .at said Deeds in Book 967 , Page 248 . The address of the property is 258Iyanough Road, Hyannis , Massachusetts , 02601 19lhttl3s my hand and seal this 23rd dayof February 19 94 . alit Tommonw oub of 9Ulassuebusttts Barnstable, ss. February 2;� 19 94 -1 rttr.,personally an eared the above named JOHN F. SHIELDS and acknowledged the foregoing instrument to be his act a\ ed before me .,l t') --4 o r, ar J. Ca •n — Notary Public—JtSde,6l�{i'e/f'� e X CO T X tt„�j mV' My com Sion expires 19 ►�-�o (G =cn July 14, 2000 m o <j<,.,/ 4 " � W LA a v � 'z' idual—joint Tenants—Tenants in Common.) r~3 o ea .183 SEC.6 AS AMENDED BY CHAPTER 497 of 1969 BFrPiN"i,"1.- I _ J !i i I U? 1! e�i� --•� •.��.� �� am or have endorsed upon it the full name,residence and post office address of the grantee and a recital of the amount of the full con ation thereof in dollars or the nature of the other consideration therefor,if not delivered for a specific monetary sum.The full consideration shall mean the total price for the conveyance without deduction for any liens or encumbrances assumed by the grantee or remaining thereon.All such endorsements and recitals shall be recorded as part of the deed. Failure to compI with this section shall not affect the validity of any deed.No register of deeds shall accept a deed for recording unless it is in compliance with the requirements of this section. i BP:09091-0►'_74 94-03-14 10:4:3 #1534: NOTICE OF ASSIGNMENT OF LEASE (In accordance .with General Laws, (Ter. Ed. ) c. 183, §4 ) Date of Execution: February 23, 1994 Description of Premises Leased: Northwesterly . portion of land with a post office address of 258 Iyanough Road, Hyannis, Massachusetts 02601, and being shown as land of the Town of Barnstable on plan recorded at Barnstable County Registry of Deeds in Plan Book 133 Page 145 . Z Term and Rights of Extension or Renewal: e�1 O +- As set forth in. the Lease between Town of Barnstable and John F. Shields dated August 17, 1988 , as amended August 31, 1990, the land described therein being part of the gas station located at said 258 Iyanough Road, Hyannis, Massachusetts. Signed, Sealed and Delivered ,th' s 23rd day of February, 1994 . w w OHN F. SHIELDS ESSEE/ASSIGNOR IYANOUGH ROAD TRUST f 1 By JAMES S. GARRETT, TRUSTEE ;ASSIGNEE COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. February 23 , 1994 Then personally appeared the above named JOHN F. SHIELDS, LESSEE/ASSIGNOR and JAMES S. GARRETT, TRUSTEE and ASSIGNEE, as aforesaid, and acknowledged the foregoi g instrument to be their free act and deed, before me chard J. Cain NOTARY PUBLIC My Commi ion Expires: BARNSTABLE REGISTRY OF DEEDS RICHARO J. CAIN ATTORNEY AT LAW 537 MAIN STREET R. O. BOX 454 TEL[508]432-3200 HARWICH PORT, MASSACHUSETTS 02646 FAX (SOB)432-9512 July 28 , 1993 Laurel A. Mackay, Esq. Mass. Deptartment of Environmental Protection 10 Commerce Way Woburn, Massachusetts 01801 Re: Barnstable WSC/SA-4-0026 Former Charger Service Station 258 Iyanough Road Hyannis, Barnstable County, Massachusetts Dear Attorney Mackay: Thank you for your letter of July 16, 1993 . As you can see from the enclosed letter which I just received from Metcalf & Eddy, the remediation at subject site has continued but appar- ently may have ceased per Metcalf & Eddy' s letter as of July 26. In any event, I alerted Mark Begley to this possible occurrence and he indicated to me that he would see that a remediation process would be immediately reestablished because of the alleged imminent hazard to the Barnstable water supply. I have in fact been led to believe by all of the players in this matter over the past several years that this was indeed the worst Circle K site in Massachusetts from a standpoint of being such a hazard. I regret that we were not able to negotiate a sensible transition from Shields ' remediation at the project to the States, under the terms of the Synopsis filed by the State so, unfortunately, my client must take a firm stand at some point and now is as good as any. He, through my office, sincerely feels that the time has come for the State to participate since the money to effect the remediation necessary at his site has been allocated by the new owners of Circle K under the terms of their buy-out which just recently took place. A newspaper clipping announcing the sale is enclosed herewith in addition to the Metcalf & Eddy letter just received by me today and along with a copy of selected pages from . the Attorneys ' General agreement with Circle K and a copy of the Commonwealth' s Synopsis. You will note that I have .only copied Mark Begley on this letter as I believe the two of you will notify the other interested parties of this letter and my client' s position in the matter. Very truly yours, RJC:nas enc. cc: Mark J. Begley, BWSC, DEP, SERO Commonweafth of Massachusetts Executive Office of Environmental Affairs Department of . Environmental Protection Metro Boston/Northeast Regional Office William F. Weld Governor Daniel S.Greenbaum Commissioner July 16, 1993 BY TELECOPIER (508) 432-9512 Richard J. Cain, Esq. 537 Main Street P.O. Box 454 Harwich Port, MA 02646 RE : Barnstable WSC/SA-4-0026 -- Former Charter Service Station, 258 Iyanough Road, Hyannis , Barnstable County Dear Mr. Cain: The Department was just informed at the end of the day on July 14 , 1993 , by your client ' s contractor, Zecco, Inc . , that your client has ceased paying them and that Zecco, Inc. was going to cease operation of an STM on the referenced site as of July 15, 1993 . This STM was abating an imminent hazard by preventing contamination from the site to migrate into the nearby Barnstable public water supply wells . The Department is also in receipt of your letter dated July 7, 1993 , which stated that your client, Mr. John Shields, the current operator of the referenced site, intended to abandon the operation of the remediation at the site as of August 1, 1993 . Apparently, your client had already abandoned the remediation at the time you sent your letter to the Department . The basis for this abandonment appears to be a reliance by your client upon a proposed settlement of the claims of the Commonwealth of Massachusetts against the Circle K Corporation and its associated companies in the United States Bankruptcy Court . Your letter and its enclosures seem to indicate that you have 10 Commerce Way 0 Woburn,Massachusetts 01801 0 FAX(617)935-6393 a Telephone(617)935-2160 I ' advised your client, mistakenly, that this proposed settlement of the Commonwealth' s claims against Circle K somehow exonerates Mr. Shields from liability to the Commonwealth. Please communicate to your client that the proposed settlement agreement between the Commonwealth and the Circle K Corporation does not excuse Mr. Shields from any liability that he may have to the Commonwealth under M.G.L. c. 21E or under any other law. Please also communicate to Mr. Shields that the Department still considers him to be a potentially responsible party under Section 5 (a) of M.G.L. C. 21E for all of the costs of response and remediation at the site. As you know, since you have retained Bankruptcy counsel in this matter, the settlement agreement has not been finally approved by the Bankruptcy Court, and that it will not be finalized until the entire Plan of Reorganization is approved. I have just received word that the Bankruptcy Court has stayed all proceedings until July 19, 1993 , pending filing of an appeal by the Bondholders ' group. As you are aware, the appeals court has the discretion to extend that stay pending resolution of the appeal . Even if the Plan were approved on July 19, 1993, it will take some time to finalize the settlement and for the Commonwealth to receive a payment . In light of this latest appeal, it may take some months or more.. There is always the possibility, however remote, that the settlement could be overturned on appeal or could be delayed or fall through because of the failure of the Court to approve all of the final Plan of Reorganization. The settlement agreement . between the Commonwealth and Circle K does provide for some monies to be paid to the Commonwealth, which the Commonwealth can then use for remediation costs incurred at former Circle K sites . However, even when the settlement is approved, the Commonwealth will not be receiving sufficient funds to cover all of the costs of remediation, including the Commonwealth' s costs, at the more than 30 former Circle K sites state-wide. In addition, the Department will not receive a lump sum payment, but will be receiving installment payments over a six year period. Again, I presume that you know these terms of the settlement, since you have counsel in the Bankruptcy action and since you have obtained copies of the final settlement agreement . The possibility that some of the settlement proceeds may be available to fund some of the remediation at your client ' s site is, however, no excuse for shutting down a Short Term Measure system that is preventing contamination of the public water supply. The abandonment of the operation of the Short Term Measure will have serious consequences as continuous operation of the STM is required to prevent migration of contamination from the site into the nearby Barnstable public water supply wells . The Department considers abandonment of the operation of the Short Term Measure system on site to constitute a violation of a Departmental approval issued under the Massachusetts Contingency Plan ( "MCP") , i -and it is therefore a violation of the MCP, 310 CMR 40 . 00, and M.G.L. c. 21E, subjecting your client .to civil and/or criminal penalties pursuant to M.G.L. c. 21E and 21A, section 16 . The Department ' s approval required your client to obtain prior approval of the Department before he shut down the Short Term Measure system at the site. For each day that your client has abandoned operation of the Short Term Measure system, he is subject to civil or criminal penalties of up to $25, 000 per day. Your client must immediately resume operation of the Short Term Measure system, or he will continue to be subject to liability for daily penalties . In addition, the Department considers your client to be a party liable under M.G.L. c. 21E for up to three (3) times all response actions costs incurred, as well as for damages from the impairment of natural resources . To secure payment of its response action costs, including without limitation the costs of operating the Short Term Measure system, the Commonwealth has the authority to. place a lien on all of your client 's property within the Commonwealth. The Commonwealth may foreclose on any such lien, or the Attorney General may bring legal action against you to recover this debt . The Department is in the process of formulating a procedure for application by PRPs at former Circle K sites for the settlement funds . In addition, the Department will be prioritizing all of the needs . for use of the settlement funds . However, before the settlement is in fact approved and the funds received by the Department, it is premature to promulgate a procedure for application or to determine how those funds will be allocated among the more than 30 former Circle K cleanup sites state-wide. As you have requested, the Department will notify your client of the procedure for application for the settlement proceeds from Circle K when and if the settlement is finalized. In the meantime, if you have any questions about this matter, please contact Margaret Stolfa, Esq. , at the Office of General Counsel, Department of Environmental Protection, One Winter Street, Boston, MA, 02108, (617) 292-5568 . ASSinrely, Laurel A. Mackay CC: Margaret Stolfa, DEP, OGC, Boston Mark J. Begley, BWSC, DEP, SERO Maria Pinaud, BWSC, DEP, SERO Gregg Hunt, BWSC, DEP, SERO William Harkins, BWSC, DEP Boston Madeline Snow, BWSC, DEP, Boston �Sale ta 4ain Chapter. I I By Frank Tunm "It's ail owe,"an elated 43wr#wi ita t 8ro a ltruwn also aruxauaoced that be. wa�t stelgraag rho hrimrMftripelrQc acanounmd at the firtn'.s 11wax hradluarters. down w; chit raecativae but. would reamin as (1rde K (-*eq.'s 7.3,CM employees got a new "As of today, it's official.Ties 6 dw day mch and chairs um boss Tuesday--and W bbope of baser days after emery o®r,of us bas.been wail3ing fir" "I've done tic job I canxc here to do," he sail. thfM y;ars in U& Ilanfcraptcy Couxt. lhnwa; a lawyer, joined tote couaany ifs lohn F. lratiow. hired by Ur�cl:K as 71w toog•arwsi0zd eml came early in tie day ctiaararaa ana! cJi f execattire a h.ay l79(}, just presiticrat in ;eptenitxx r 1941, willaasstane he svirla day (nsnsil doswg of the sal+; •�f theclbys after Clrtk K soullit vx a ling firm additional dutis of chief executiM Brown,said Phoenix-based aompany to CK Acquisitions, an enxlitorswith a Chapter 11 bantrnitq fling. floe sate to CK Acquisitions. which tarns the internadoaaaa in baettb grow. for 3399.5 niil CK Accpiisitions is led bl faavcscmp.Interoa- company froma nr public into a privately bell run, lion. tonal In:., a New York txtditgowpwy Ina& vaas the cornectione of the chain's reorgatiaaton To nwk tie sak T-Airts precliiming tip prinn ly of Arab invrtots. 1L mtwp has plan and im %coessful euiergentz firm Rack- "Weee':re Buatcl n" were clelivcred to weesers at inteeests in Saks Fifth Aveowe.C Ir rile.Camel ruptcy Court. the chain's 2,5W%tones tbroughout the txm"_ Carp.,and Tiffany&Co. — *r CIRM K. paa)r Al �� _aonN� y.��p�� p��p CIRCLE gyp. _ circle etain. Sold �� AND ii4-07�iriA Vi" V��V9.� Y3 Keyr poinh in.QrckK Corp.". ba+trcrptcy protectica May 15. 011 713 m history: Ttecornix ny has 4,500 stores. � �� May11951t -- Corrrpauy Jarred 199D . all( Hrov is b+tntter frail Ffervtry frys thr� rrarect cJaai+rrsan fie is appobittuNJ for 1%3Y9.5 milsrnal grocery stores,cried Kayt chef ey.ecutive in May 1991. MarkeN in E7 Paso. n 19513, e. tensher 1991—John An- f lerue)acloptc ttse 1001K ltorp. flew.) Es ratirtg offi presiderii and lcaves-4 Chapter 11 .Bra1y1S+fi6 --- 10K1h s-torc: 6 ctw.otrer,tict;ofticed. ope+a€vl. Decernbw 11991 —The corn- Dece+r+'bmt 1976—1-he cam- paq annotvwes a stratep.r c rust parry operates 1.046 stres in f t ne-, plan Mat includes cksing -- CMUK, frvm page AI pies am raccling new mcrchandiisa. states. st+xzs and refurbishing rearing Tw plan,which was ioititted about Aft 1933 — Kad Eier 4 oullcts. Antioch said the:company nos is ill aim after he hanklaipicy fiUug, led elected chairman and chef execc Wwch 1992—Circle K Pes a a stamg p(miticnrlo b(AsttT its Mien ttdt cornpmy's reducing its ilumber b"e• Fla sets a goal of operating rearganimtion ptan calling foi the as <xrt of the t exrnveniencetiatkd 5r)OOstnresby 1990. pia chase of the oon-p�any by CK W ostrres unload alxrut 4,501 in :32 states Vase aibes 11983 - arcle K Actaisilitrrrs. which is reel by the cluuns i»the ecxattry. tc2,iO)in B slates. • buys 960 Lllote-M store,,increo!_ flew York holding company hi- M-W c+lrital is*%hired to bL:lli ice Tie c.%junsion of be c<fnpany icg the nuntaer of adlets to vekorp Int+ernationallnc:. ;tvailableby die awners that willallov i'nn 1.2( cutlets from (983 io 1989 2.18541 19 at2s. Ockirer L932 —t3unefholfers the coerrlrny to a-ntinue a moccrniza- ws blaawd for may of the *Napa- Ocitober 1984 -- `he conrr- wto would not be pad tank*+the Lion prcgraro that eve musty evil a's financial problems furl its beak- peny acquires 435 l itle General comany's proposed reorgaria- lxxast salmi and 6e! t#fe drive trwarcl refs film Stores and 21 Day-el-N itr stores. tioa Stan Idea cornpefing plant p y g. .holy 19415 The pachase ri lane 1993 -- f3ankrfatcy prottabil.ty.,:slid "Ye're domr to figbice weight," 4-19 Stop-M Go stores gives Cii- Ju4fe George 0. Nielsen Jr. ap- Antkxq predcled that the cxxa- /4tiaon said de K 3,100 sDres in 23stales. proves the companyfs propus(A I'nny will scc a prnfit xs early is tte Tie terim of tlu- rrorpnizatXi m ltlag 1989--Circlel('s board mrganization ptan. the company 1994 fim-al vurr,which tregtw "' Ma,. join allow roost of Circle K's m*ir decides to reefs a tiger, bit ban.2,500 s:ores. It would be fie first rofi fir cumom to Mover cone of t1j!ir terminates tte *hair .1te+ four laly I1993—Circe K. fi+iabDes p nrordfnt, purrnase agreement with CK ALc- C'ircic K since 1%9. hid7ar-. A :onquetient of halt", -rill .laenuasy 1930 --- fiobert A qusitions and emerges four li:npkifees will sex little caange ge ato milion of the $35O n3iLiban Dearth Jr. is rained preadent arQ Ctapter 1 I bardw•uptcy prdec- ucxlez the new ownership, 4,tiorn oral them, sccu" natAxiden wr11 chief aperatiae officer. tioo. addal, athongir "tlec 11 havt more ge 9I32 million of their$19O nr.&M. May 1990—Eller *signs as soup The Assoeiatec Pve� ay comfort" ku-.rairg that C irikK s lufts, and vendors aad other 7 andrCirian and chief or(h pt 11 7 and Circle Kfiles for a+aptEr L l operating on its own again argil is seviix compraies will ge.5►:i7 million ready to+wye fouvarrd. ottr-$250 aillion they we owed- Brown tra.:c d the comrpenys sex- iGd held by an estinattd 15,W0 held about $740 nilli-m iu tnseeured eke of their appcalssti11 is Frnding, cessfal energerrec from Bankrrptce pope is zKw useless, because the and subordinatod ukbt wl receive but xcording to Wrikruptcy lrwyers. Court to a shatojc master phi thA *cup" hays become a privately held nothieg. The ba+lhuWem fist tough. it lrxa+ne mat w1b tie sale. iucrrrded closing unprofitable score-, frm. the plan in 13aantnipcy Curt, (her. `You cant unscramble scnmbled sprucing up other oudets, tor+erin; Uo, a gaup of boridhoklexs mlo a(rpuale ,it in U.S Dkrict Ourt. eggs,' Ilrowu,raid. r RICHARO J. CAIN ATTORNEY AT LAW 537 MAIN STREET P. O. BOX 454 TEL (50B(432-3200 HARWICH PORT, MASSACHUSETTS 02646 FAX (506(432-9512 July 7, 1993 Laurel Mackay, Esq. Dept. of Environmental' Protection Northeast Regional Office Woburn, Massachusetts 01801 Mark J. Begley Maria Pinaud Craig Hunt Donald Nagle, Esq. Site Remediation Section Dept. of Environmental Protection Southeast Regional Office Lakeville Hospital .Route 105 Lakeville, MA 02347 Madeline Snow, Director Bureau of Waste Site Cleanup Dept. of Environmental Protection Boston, MA Re: Barnstable WSC/ SA-4-0026 Former Charter Service Station 258 Iyanough Road Hyannis, Barnstable County, MA Dear Folks: Attached hereto is a copy of Mark Begley' s letter to my client, John Shields, dated July 29 , 1992. This was the last correspondence that we had from the Department of Environmental Protection which had to do with the potential liability of Mr. Shields for remediation work and setting forth the fact that the condition of the site was an imminent danger to the health, safety, public welfare and/or environment because of its proximity to the Barnstable public water supply wells. The DEP files are quite thick relative to this site and your Department was working with Circle K for several years prior to Circle K (the real culprit) abandoning their operation of a gas service station on the site. Also attached hereto is copy of my letter of May 13, 1993 addressed to Attorney Laurel Mackay together with the enclosures forwarded with that letter. f Laurel Mackay, Esq. et al - 2 - July 7, 1993 Finally, I am enclosing the face sheet of the latest Order out of the U.S. Bankruptcy Court in Phoenix, Arizona, approving the Agreement entered into with the Attorneys General and Circle K and so far as I am concerned, putting in motion the action con- templated by Massachusetts in applying its share of settlement monies. My client' s site is Number One in priority. Unless my client is advised to the contrary, we are planning to turn over to the State the remediation project in this Circle K abandoned site on or about August 1, 1993. I am sending a copy of this letter and enclosures to the engineering company which has been running the project for Mr. Shields ' present operator and was the company that previously ran that project for Circle K. Very trul o r cha 'n RJC:nas enc. cc: Zecco Engineering Town of Barnstable Town Hall Hyannis, MA 02601 ATTN: Warren Rutherford, Town Manager Hazardous Waste Coordinator P.O. Box 534 Hyannis, MA 02601 ATTN: Tom McKean e f EXHIBIT T Commonwealth of Massachusetts al Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office William F. Weld Gorsmor Daniel S.Greenbaum Commla AMW July 29, 1992 Mr. John Shields RE: BARNSTABLE--WSC-4-0026 121 East Bay Road Former Charter Service Station Osterville, MA 0265-R 258 Iyanough Rd. , NOTICE OF RESPONSE ACTION/COMMENCEMENT OF WORK, M.G.L. c. 21E, Section 4 and 310 CMR 40. 000 Dear Mr. Shields: The Department of Environmental Protection, Bureau of Waste Site Cleanup, (the "Department") , issued you a notice of potential liability in a letter dated January 15, 1991, for the release of gasoline .to the environment in the area of the proposed Zone II of various Barnstable Public Water Supply Wells. That letter offered you the opportunity to perform response actions at the Former Charter Service Station located at 258 Iyanough Road, Hyannis, Massachusetts (the "Site")., a property you own. You have failed to conduct the actions called for in that letter. (See M.G.L. C. 21E, section 3A (g) and 310 CMR 40.170 (1) 1, (4) ) . Failure to perform the. actions promptly and properly may cause or exacerbate an existing hazard to health, safety, public welfare, or the environment. This letter is to provide you with notice that the Department has initiated the necessary procedures to commence response actions at the Site. These actions are }veiny undertaik6en pursuant to the Departmentfs authority under M.G.L. , Ch. 21E, Sections 4 and 8. Section four authorizes the Department to take or arrange for such response actions as it reasonably deems necessary. Section eight specifically authorizes the Department to enter any site and areas proximate thereto at reasonable times and upon reasonable notice to undertake necessary assessment, containment and removal actions pursuant to Section 4 of Ch. 21E and in accordance with the Massachusetts Contingency Plan (MCP) , 310 CMR 40. 000. The actions to be performed at the Site by the Department or its contractors will include the start-up and operation of an existing ground water treatment system as a Short Term Measure (STM) as required by 310 CMR 40.542 of the MCP. Lakeville Hospital a Route 105 * Lakeville,Massachusetts 02347 0 FAX(508)947-6557 • Telephone(508)946.2700 -2- You will not be permitted to resume or to commence conduction of response actions until and unless: 1. You provide the Department with financial assurance that you possess sufficient resources to complete the activities described above. (See 310 CMR 40. 170(2) ) ; 2. You pay or arrange for payment of all response action costs incurred to date by the Department with regard to the Site. (See 310 CMR 40. 170(3) ) ; and 3. You submit to the Department a signed contract with a consultant knowledgeable in hazardous waste site assessment and abatement to conduct the work described above. Be advised that since the Site is a confirmed disposal site, the Department considers you to be a party liable under M.G.L. c. 21E for up to three (3) times all response action costs incurred by the Department, as well as for damages from the impairment of natural resources. You may also be liable under M.G.L. c. 21E, section 11, and M.G.L. c. 21A, section 16, for any violations of c. 21E or other laws, statutes, regulations, orders, or approvals. This liability was described in detail in the letter dated January 15, 1991. To secure payment of response action costs, the Commonwealth has the authority to place a lien on all of your property within the Commonwealth. The Commonwealth may foreclose on any such lien, or the Attorney General may bring legal action against you to recover this debt. If you have any further questions, please contact David Ellis at the letterhead address or at (508) 946-2866. All future communications regarding the Location must reference case number 4-0026. Very truly yours, 10 iark LAmediation-,egle , -C of SiteSection P/DE/re CERTIFIED MAIL #P253 149 949 RETURN RECEIPT REQUESTED cc: DEP - Boston - BWSC I -3- cc: DEP '- SERO - DWS ATTN: David DeLorenzo DEP - SERO - Data Entry DEP - OGC - Boston ATTN: Don Nagle Town of Barnstable Town Hall Hyannis,` MA 02601 ATTN: Warren Rutherford Town Manager Hazardous Waste Coordinator P.O. Box 534 Hyannis, MA 02601 ATTN: Tom McKean Circle K Corporation 500 S. Faulkenburg Road Tampa, FL 33619 ATTN: Stephen Belin Circle K Corporation 1230 Furnacebrook Parkway Quincy, MA 02169 ATTN: .Patrick Shean f i May 13, 1993 Laurel Mackay, Esq. Dept. of Environmental Protection Northeast Regional Office Woburn, Massachusetts 01801 Re: John Shields V. Circle K Dear Ms. Mackay: I believe I spoke with your office several months ago when it first became apparent to me that something would have to be done in connection with protecting John Shields ' interest in regards to the Circle K bankruptcy and the pollution problem caused by Circle K at Mr. Shields ' site on Iyanough Road in Hyannis. For purposes of a quick review of the matter by you, I am forwarding a copy of my most recent letter from associate counsel in Phoeniz, Arizona, who I involved in pursuing Mr. Shields' claim against Circle K, and a copy of my letter to Margaret Malek of April 26, 1993, in which I have made one correc- tion (having dictated but not read the letter prior to mailing) . I did meet with Attorney Malek this past Monday morning relative to the transition from Mr. Shields to your Department of the cleanup operation and just how that would be phased in and when, and it was Attorney Malek' s suggestion that I now pursue the matter with you and with Madeline Snow (thus the copy of this letter to Ms. Snow) . Please advise when the procedure outlined in the Synopsis filed by the Commonwealth in the Circle K bankruptcy agreement between the Attorneys General and the debtor will be put in motion by the state and when we could expect your Department to take over the cleanup process. Very truly yours, Richard J. Cain RJC:nas enc. cc: Madeline Snow, Director, Bureau of Waste Site Cleanup, Dept. of Environmental Protection, Boston, MA Margaret A. Malek, Assistant Attorney General, Boston, MA Laurel Mackay, Esq. Tel. : 617/935-2160 Dept. -of Environmental Protection Northeast Regional Office Woburn, Massachusetts 01801 Madeline Snow, Director Tel: 617/292-5881 Bureau of Waste Site Cleanup Dept. of Environmental Protection One Winter Street 5th Floor Boston, Massachusetts 02108 I Richard J. Cain, Esq. 537 Main Street— Suite 2C Harwich Port, MA 02646 April 26, 1993 VIA FEDERAL EXPRESS Margaret A. Malek Assistant Attorney General Environmental Protection Agency One Ashburton Place Boston, Massachusetts 02108 Re: The Circle R Corporation Chapter 11 Bankruptcy Case Nos. 90-5052-PHX-GBN to 90-5075-PBX-GBN Dear Margaret: After reviewing the most recent settlement agreement as amended between Circle R and the Attorneys General and particu- larly your synopsis for settlement, I have not exercised my client's "opt out" option and now await final disposition of the settlement proposal which apparently is going to be acted on on April 30, 1993. One of my principal considerations in not exercising the "opt out" option was that my claim for damages to Shields has to indicate at least $300,000 which in turn would be withheld from the share that the Commonwealth of Massachusetts would get under the proposed settlement. I would not only be bearing the substantial legal costs of pursuing Shields' claim but might seriously prejudice the recovery. that the Commonwealth of Massa- chusetts would get under the settlement agreement. My other--and more important--consideration was that your synopsis., for settlement together with your explanation thereof to myself and my co-Counsel, McDaniel & Gan, P.C. , who had con- tacted you about it, sets forth that Shields, as a practical matter, is going to get primary consideration and you should have more than sufficient funds to clean up his site, particularly where there doesn't seem to be any other sites that pose the alleged imminent hazard or threat of imminent hazard or signifi- cant risk or harm to the health, safety, public welfare or the environment. I am dictating this letter to my secretary from Orlando and shall be back in my office by May 3, 1993, from which date I would look forward to meeting with you at your earliest convenience at your office so that we might review the 1VDMY&fi6ti6W from transition,:. Margaret A. Malek - 2 - April 26, 1993 Shields to the Commonwealth in the current remediation going on at the site which Shields was compelled by the DEP to reinstate after Cirlce R had abandoned its lease at the property. In addition to the substantial legal fees in pursuing some remedy from the bankruptcy proceeding, Shields has also gone to great expense in reactivating the remediation at the site. Although the synopsis indicates that no land owner will be eligible to receive funds directly from the Challenge Fund, 'I do not read that as meaning that a land owner who expended funds after the abandonment by Circle R would not be entitled to reimbursement as the agreement between the Attorneys General and the Debtor relates back to the date of the abandonment. In Shields' case, , the environmental damage done by Circle R, and solely by Circle R, at Shields' site has been well documented for several years prior to the bankruptcy proceeding, and since the bankruptcy proceeding Shields has diligently pursued his claim in the Bankruptcy Court which pursuit, I believe, weighed heavily on the extent to which Massachusetts is to share in the settlement fund to be set up by the Debtor under the agreement to be ruled on by the Court on the 30th. Looking forward to meeting with you, I am Very truly yours, Richard J. Cain RJC:nas Dict. but 'not read cc: Hugh William Hull, Esq. McDaniel & Gan, P.C. One Columbus Plaza 3636 North Central Avenue, Suite 990 Phoenix, Arizona 85012-1941 caMMONWEALTH OF MASSA 9ETT' 9 SYNOPSIS FOR SETTLEMENT s,+r.wnrg pig ANT TO THE CIRCLE K AGREEMENT WITH THE STATES AND THE UNITED STATES 1. The Commonwealth of Massachusetts ("the Commonwealth") as a signatory Cc the attached settlement agreement filed with the Bankruptcy Court herewith ("Agreement") has agreed to be bound by the terms of the Agreement and to accept the money allocated to it in Appendix C of this Agreement. Pursuant to the terms of the Agreement any landowner or third party claimant asserting any claim or liability associated with the debtor's ownership or operation of underground storage tanks at the specified Coctaitonwealth sites who does not opt out of the Agreement shall be bound by the terms of that Agreement and this accompanying synopsis. 2. Money received by the Commonwealth under the Debtor's plan during the installment payment period will be directed to the Commonwealth's Bavironmental Challenge Pund ("the Challenge Fund") pursuant to M.G.L. 29, Section 2J. 3. it is the intent of the Massachusetts Department of 8avironmeatal protection (•the Department"? that this settlement amount, collected pursuant to M.G.L. c. 21 8, shall be used, subject to appropriation, solely for the clean up, control or response actions for the release of gasoline, oil or derivatives thersof, _or for any .other action necessary to implement sections three A and four of M.G.L. c. 21E at sites listed in Appendices A and B, which were formerly owned or operated by the Debtor. 4. The Department will give priority to those sites which f the greatest imminent hazard or threat of imminent rd. An imaainent hazard is a hazard which poses a ificant risk or harm to health, safety, public welfare or environment it it were present for even a short period of . j S. to consideration of sites that pose as imminent hazard, -tbLrWyartment will consider other sites. 6. it should be understood that the settlement amount received from the Debtor in this bankruptcy case will not cover all expected costs to remediate the sites the Debtor rejected or orphaned. 7. No landowner or third party will be eligible to receive funds directly from the Challenge Fund. - 1 - I ' 8 . Any landowner or third party who has filed a timely proof of claim, and who elects to receive payment under the opt out provision of this settlement shall be responsible for completing remediation of any contamination of the site, in accordance with, and to the extent required by, applicable state and federal law. 9 . The Commonwealth does not provide any guarantee of funds to any person or entity on the .basis of this agreement. This agreement may not be used as the basis for attempting to assert a claim against the Commonwealth. 10 . Contact Margaret A. Malek, Assistant Attorney General, Environmental Protection Division, One Ashburton Place, Boston MA 02108, (617) 727-2200 for further information. 2 - CDANIEL & GAN, P.C. A17bmmm AT LAw 7 L MARSHALL GAN ONE C MMBUS PLAZA LEGAL ASSMANTS A a 306 NORLH CEMRAL AVEMM` HUGH W. HUM' Surm 990 FREDERICR G. HERSH JOSEPH C. MCDANIEL* PHoENm AJRLzom&5012-1941 SUS L MARSHmLL CHESTER J. PE17MON (aa) 236,2MO JACK L PHE1,PS PAUL RUDERMAN TMEmpm(602) 222-4540 EARBARA A. RUDIN April 6, 1993 File No: 1505 Richard J. Cain, Esq. 537 Main Street P.O. Box 454 Harwich Port, Massachusetts 02646 Re: John Shields v. Circle K Dear Mr. Cain: As you may be aware, Circle K and the legal representatives of the states and the federal government have reached a settlement with respect to environmental claims. I have enclosed copies of the settlement documents for your review. The settlement affects Mr. Shields ' claim. If the settlement is approved by the court, a portion of funds from the settlement pool will be paid to Massachusetts. Those funds would then be utilized by Massachusetts in clean up of sites within its borders. As of the date of this letter, I have not received a "synopsis" from Massachusetts as to how the funds would be used. However, I spoke with Margaret Malek of the Massachusetts Attorney General's Office. She believes that Mr. Shields would be best served by participation in the settlement. She believes his site to be one of the worst, in terms of need for cleanup. As a result, his site would be one of the first to receive funds. If Mr. Shields "opts" out of the settlement, he would then be required to prove his claim, that is, the amount of damage and whether such claim is administrative or a general unsecured claim. The are some specific time deadlines which must not be overlooked. The deadline for '$opting out" is April 21, 1993. If one does elect to opt out, a claims estimation hearing has been set for April 30, 1993 . Additionally, certain discovery requests must be responded to. 'CEFtww SPECIALIST. BANKRupF'CY LAW,ARIZONA BOARD OF LEGAL SPECLAL.ITAMN r Richard J. Cain April 6, 1993 F�aa.A 2 It is my opinion that Mr. Shields should participate in the proposed settlement. This opinion is based upon my review of the settlement proposal, my conversation with Margaret Malek, and weighing the costs and risks associated with establishing Mr. Shields ' claim in the "opt out" proceeding. There is a risk that his claim could be determined to be and treated as a general unsecured claim. Please contact me at your earliest opportunity, so that we discuss the direction that Mr. Shields wishes us to pursue. Very truly yours, VM a iel & Gan, P Hug Will 'am Hull HWH: 1 1 3 4 5 6 UNITED STATES BANKRIIPTCY COURT 7 DISTRICT OF ARIZONA 8 9 ) IN RE: ) Chapter 11 10 ) THE CIRCLE K CORPORATION, CIRCLE K ) Case Nos. 90-5052 PHX-GBN 11 CONVENIENCE STORES, INC. , CIRCLE K ) to 90-5075 PHX-GBN MANAGEMENT COMPANY, LAR-LIN, INC. , ) G9 12 FIRST CIRCLE PROPERTIES, INC. , ) JOINTLY ADMINISTERED UTOTEM, INC. , UTOTEM MARKETS OF ) � No 13 ARIZONA INC. , U TOTEM OF ALABAMA, ) INC. , U-TOTEM OF COLORADO INC. , ) 14 U-TOTEM OF MIAMI, INC. , TIC TOC ) SYSTEMS, INC. , MONTERRE PROPERTIES, ) _►-�^ 15 INC. , SHOP & GO, INC. , CIRCLE K ) ORDER APPROVING W uN GENERAL, INC. , CIRCLE K HAWAII, ) SBTTLEMBrI'r AGRBBi�I'r V t N v 16 INC. , COMBINED AVIATION CO. , ) WITH STATES AND N� CHARTER MARKETING COMPANY ) UNITED STATES a 17 (CONNECTICUT) , CHARTER MARKETING ) COMPANY, MR. B'S OIL CO. , INC. , ) 18 MR. B'S FOOD MART, INC. , NPI ) CORPORATION, OLD COLONY PETROLEUM ) 19 COMPANY, INC. , NEW ENGLAND ) PETROLEUM DISTRIBUTORS, INC. , and ) 20 44TH STREET & CAMELBACK LIMITED ) PARTNERSHIP, ) 21 ) Debtors. ) 22 ) 23 At a hearing held on June 16, 1993, the Court 24 considered the status of the Environmental Settlement Agreement 25 entered into on March 26, 1993 by Debtors, the Official Unsecured 26 Creditors' Committee ("Committee") , CK Acquisitions Corp. 27 ( "Purchaser") , and representatives of state and federal 28 NOFS03...:\33\35833\0026\2008\OR061593.M60 I Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection ' Southeast Regional Office William F.Weld Governor Trudy Coxe Secretary,EOEA Thomas B. Powers f Acting Commissioner ! June 2 9, 1994 rr Volta Oil Company, nc..' RE: BARNSTABLE--WSC-4-0026 P.O. Box 1040 Former Charter Station Plymouth, Massachusetts 02362 25.8 Iyanough Road RAM Plan Approval M.G.L. Ch. 21E and 310 CMR 40. 0000 -- ATTENTION:. Mr. Bruce Garrett Gentlemen: The Department of Environmental Protection, Bureau of Waste Site Cleanup, (the Department) , is in receipt of the Release Abatement Measure Plan (RAM Plan) prepared. by Penney Engineering pursuant to 310 CMR 40.0444 for the subject site and dated June 19, 1994 . . The RAM Plan proposes the off-site recycling, under a bill of lading, of up to 20 cubic yards of contaminated soil generated as a result of renovation activities at the gasoline station. The Department has reviewed the subject plan and approves of the proposed Release Abatement Measure. Should you have questions regarding this letter, please contact Maria Pinaud at (508) 946- 2869. Very truly yours Gregg . ant, Acting. Regional Engineer for Waste Site .Cleanup H/MP/jt CERTIFIED MAIL #P337 624. 730 RETURN RECEIPT REQUESTED cc: Barnstable Board of Health P.O. Box 534 - Hyannis,, MA 02601 ATTN: Tom McKean Hazardous Waste Coordinator 20 Riverside Drive 9 Lakeville,Massachusetts 02347 • FAX(508)947-6557 9 Telephone (508)-946-2700 -2- cc: Town of Barnstable 367 Main Street Hyannis, MA 02601 ATTN: Mr. Warren Rutherford . Town Manager Penney Engineering, Inc. 125 High Street Mansfield, MA 02048 ATTN: Ralph Penney DEP - SERO ATTN: Andrea Papadopoulos, Deputy Regional Director DEP = SERO - Data Entry V I RICHARD J. CAIN ATTORNEY AT LAW 537 MAIN STREET P.0. BOX 454 TEL(50B)432-3200 HARWICH PORT, MASSACHUSETTS 02B4B FAX(50B)432-9512 February 1$; 1995 Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville, MA 02347 Re: BARNSTABLE-WSC/SA-4-0026 Former Charter Station 258 Iyanough Road Permit # 82618 , M.G.L.c21E NON-RE-95-SNP-3011 Attention: Mark Jablonski Dear Folks: This letter is in response to your letter of January 30, 1995 entitled Notice Of Noncompliance, a copy of which is attached hereto and made a part hereof. Mr. Shields acknowledges receipt of your letter of May 25, 1994 , a copy of which is also attached hereto and made a part hereof and regrets that he did not respond to this May 25 letter having assumed that the DEP was aware that Shields had sold the subject site to V�olta� Oil Company and that Volta Oil Company had with the DEP' s know e ge talcen responsibility for whatever remediation or clean-up was necessary at subject site. John F. Shields (Shields) was owner of subject site for many years which he in turn leased to retail gasoline vendors. One of Shields' tenants, Circle K Corp. , parent of Old Colony Petroleum and Charter Marketing, caused a spill at the site in 1986 -and took remedial steps which was overseen and are well documented in the DEP files. Circle K Corp. discontinued its remediation at the site shortly after it filed bankruptcy proceedings during which the site was abandoned by the tenant. The history of Shields' and the Commonwealth' s pursuit of Circle K Corp. through the bankruptcy proceedings is as documented in the attached correspondence to and from Attorney Cain and various Divisions of the DEP. Department of Environmental Protection Attention: Mark Jablonski February 15, 1995 Page 2 Shields has received no cooperation from the DEP in determining a fair application of the Circle K Corp. bankruptcy established Clean-Up Fund so far as an allocation of a portion thereof to the DEP' s expenses and costs incident to Shields ' site. Shields (who was not formally designated a responsible party until January 1992 ) , in the meantime, and particularly during that period June 10, 1993 to February 22, 1994, expended several thousand dollars in obtaining an up to date assessment of the site for the DEP and a plan for windup remediation at G the site. Shields also negotiated a sale of the site at a substantial discount to a responsible retailer, Volta Oil Company, who the DEP has every reason to believe will cooperate with it in completing any remediation required at the site. In the meantime, a complete disregard continues to be the case with the DEP as to the Circle K Corp. Clean-Up Fund insofar as a portion thereof should be allocated to Shields ' site and to the reimbursement to Shields for the costs he has been unreasonably called upon to incur in satisfying the DEP that remediation was being put in process and a responsible new owner standing by to take over. So far as Shields is concerned, even the present owner should be benefited by the appropriate allocation from the Circle K Corp. Clean-Up Fund. Finally, there is submitted herewith the statement at Paragraph "3-B" and this letter is intended to encompass the explanation of why John Shields has not and will not continue with response action at the site. As to a status report indicating whether a temporary or permanent solution has been or will be achieved at the site, John Shields says on information and belief that the present owners of the site, Volta Oil Company, is complying with any and all directives issued by the DEP and that the DEP has been kept fully advised and is fully aware of the present owner' s activities at the site and full cooperation with the requirements of the permit issued for the site. Respectfully submitted, Richard J. Cain, Esquire 537 Main Street Harwich Port, MA 02647-0454 Board of Bar Overseers No. 069800 Attorney for John F. Shields RJC:if Enclosures cc: John Shields . 3. Transition Statement if not ting Transition Permit and prouiding st+atanent regarding future napom actions at the disposal site 3-A RPIPRP/Other Person intends to conduct response actions approved by DEP prior to October 1 1993 I do not accept the enclosed Transition Permit, however, I intend to conduct response actions which we: approved by the Department prior to October 1, 1993. I have attached and incorporated within this Stateme3 a schedule for when this work will be completed and a Status Report indicating whether one or more Tempos and/or Permanent Solutions have been achieved or will be achieved at the disposal site, including an LC Opinion regarding the completion of response actions to date and the response actions remaining in order achieve a Temporary or Permanent solution at the disposal site. Name (Print): Position or title: Signature: Date: 3-B. RPIPRP/Other Person does not intend to conduct response actions approved by DEP prior to October 1. 195 I do not accept the enclosed Transition Permit and do not intend to conduct response actions including a: response actions approved by the Department prior to October 1, 1993. I have attached an explanation of w I will not continue with response actions at the disposal site including,where appropriate,an explanation of a technical, financial, or legal inabilities that preclude me from undertaking response actions at the disposal s:- as outlined in 310 CMR 40.0172. I have attached and incorporated within this Statement, a Status Repc indicating whether one or more Temporary and/or Permanent Solutions have been achieved or will be adiiev at the disposal site, including an LSP Opinion regarding the completion of response actions to date and t response actions remaining in order to achieve a Temporary or Permanent Solution at the disposal site. Name (Print): Position or title: Signature: Date: Certi ftcation of Submittal (All recipients must sign the following cerli fua#ion) I certify under the penalties of law that I have personally examined and am familiar with the informati contained in this submittal, including any and all documents accompanying this certification, and that, has on my inquiry of those individuals immediately responsible for obtaining the information, the mater information contained herein is, to the best of my knowledge and belief, true, accurate and complete. I a aware that there are significant penalties,.including, but not limited to, possible fines and imprisonment, i wilfully submitting false, inaccurate or incomplete information. Name (Print): Position or title: Signature: ' Date: �. Rev. 12193 6 Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office William F. Weld Governor Daniel S.Greenbaum Commissioner r November 3 , 1993 John F. Shields - RE: BARNSTABLE--WSC/SA-4-0026 121 East Bay Road Fmr. Charter Station #6843 Osterville, Massachusetts 02655 258 Iyanough Road, Immediate Response Action, M.G.L. , c.21E and 310 CMR 40. 0000 Dear Mr. Shields: The purpose of this letter is to document the meeting held between you and the Department of Environmental Protection, Bureau of Waste Site Cleanup (hereafter, the "Department") , on October 28, 1993 . Please refer to the attachment for a copy of the attendance record. Based on discussions at the meeting, it is the Department's understanding that you will resume operation and maintenance of the existing treatment system. As you were advised at the meeting, the system is currently not operating due to malfunctions in the control units. Therefore, the work you will undertake must include an evaluation of the performance of the system and a proposal for modifications/repairs to the system in order to ensure proper performance. In addition, the Department requests that you continue to provide quarterly monitoring , reports to include all field data,. chemical analyses data, a current ground water and contaminant plume contour map and a . brief discussion on the progress of the Immediate Response Action. The Department requires within fourteen (14) days of your receipt of this letter that you submit a plan and schedule for .completion of the tasks outlined above. You have been informed previously of your potential liability from the release of oil at the above-mentioned site by a Notice of Responsibility dated January 15, 1991. 20 Riverside Drive a Lakeville,Massachusetts 02347 • FAX(508)947-6557 9 Telephone (508) 946-2700 i -2- If you have any further questions, please contact Maria Pinaud at (508) 946-2869. Your cooperation in this matter is appreciated. Very truly yours, Mark J. Begl y, hief Site Management & Permits . B/MP/rr Attachment CERTIFIED MAIL #PO11 214 707 RETURN RECEIPT REQUESTED cc: Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 ATTN; Tom McKean, Hazardous Waste Coordinator Town of Barnstable 367 Main Street Hyannis, MA 02601 ATTN: Warren Rutherford, Town Manager Richard Cain, Esq. 537 Main Street P.O. Box 454 Harwich Port, MA 02646 Penney Engineering, Inc. 125 High. Street Mansfield, MA 02048 ATTN: Ralph Penney Green Mountain Environmental 46 Washburn Street Northboro, MA 01532 ATTN: Robert Berger :✓ -3- cc: Barnstable Municipal Airport Hyannis, MA 02601 ATTN: Ben Jones, Manager DEP - BWSC - Boston DEP - Data Entry - SERO DEP - OGC - Boston ATTN: Peg Stolfa t �(�I193 RICHARO J. CAIN T ATTORNEY AT LAW 537 MAIN STREET R 0. BOX 454 TEL (506)432-3200 HARWICH FORT, MASSACHUSETTS 02646 FAX [50B]432-9512 July 7 , 1993 Laurel Mackay, Esq. Dept. of Environmental' Protection Northeast Regional Office Woburn, Massachusetts 01801 Mark J. Begley Maria Pinaud Craig Hunt Donald Nagle, Esq. Site Remediation Section Dept. of Environmental Protection Southeast Regional Office Lakeville Hospital Route 105 Lakeville, MA 02347 Madeline Snow, Director Bureau of Waste Site Cleanup Dept. of Environmental Protection Boston, MA Re: Barnstable WSC/ SA-4-0026 Former Charter Service Station 258 Iyanough Road Hyannis, Barnstable County, MA Dear Folks: Attached hereto is a copy of Mark Begley' s letter to my client, John Shields, dated July 29 , .1992. This was the last correspondence that we had from the Department of Environmental Protection _which had to do with the potential liability of Mr. Shields for remediation work and setting forth the fact that the condition of the site was an imminent danger to the health, safety, public welfare and/or environment because of its proximity to the Barnstable public water supply wells. The DEP files are quite thick relative to this site and your Department was working with Circle K for several years prior to Circle K (the real culprit) abandoning their operation of a gas service station on the site. Also attached hereto is copy of my letter of May 13, 1993 addressed to Attorney Laurel Mackay together with the enclosures forwarded with that letter. Laurel Mackay, Esq. et al - 2 - July 7, 1993 Finally, I am enclosing the face sheet of the latest Order out of the U.S. Bankruptcy Court in Phoenix, Arizona, approving the Agreement entered into with the Attorneys General and Circle K and so far as I am concerned, putting in motion the action con- templated by Massachusetts in applying its share of settlement monies. My client' s site is Number One in priority. Unless my client is advised to the contrary, we are planning to turn over to the State the remediation project in this Circle K abandoned site on or about August 1, 1993. I am sending a copy of this letter and enclosures to the engineering company which has been running the project for Mr. Shields ' present operator and was the company that previously ran that project for Circle K. Very truly ours, ain RJC:nas enc. cc: Zecco Engineering Town of Barnstable i Town Hall ' Hyannis, MA 02601 ATTN: Warren Rutherford, Town Manager Hazardous Waste Coordinator P.O. Box 534 Hyannis, MA 02601 ATTN: Tom McKean Commonwealth of Massachuse tts Executive Office of Environmental Affairs f Department of Environmental Protection Southeast Regional Office William F. Weld Govem« Daniel S.Greenbaum commwiom►r July 29, 1992 Mr. John Shields RE: BARNSTABLE--WSC-4-0026 121 East Bay Road Former Charter Service Station Osterville, MA 02655 258 Iyanough Rd. , NOTICE OF RESPONSE ACTION/COMMENCEMENT OF WORK, M.G.L. c. 21E, Section 4 and 310 'CMR 40. 000 Dear Mr. Shields: - The Department of Environmental Protection, Bureau of . Waste Site Cleanup, (the "Department") , issued you a notice of potential liability in a letter dated January 15, 1991, for the release of gasoline to the environment in the area of the proposed Zone II of various Barnstable Public Water Supply Wells. That letter offered you the opportunity to perform response actions at the Former Charter Service Station located at 258 Iyanough Road, Hyannis, Massachusetts (the "Site"),, a property you own. You have failed to conduct the actions called for in that letter. (See M.G.L. c. 21E, section 3A (g) and 310 CMR 40. 170 (1) , (4) ) . Failure to perform the actions promptly and properly may cause or exacerbate an existing hazard to health, safety, public welfare, or the environment. This letter is to provide you with notice that the Department has initiated the necessary procedures to commence response actions at the site. These actions are beiny underta.Ken pursuant to the Department's authority under M.G.L. , Ch. 21E, . Sections 4 and 8. Section four authorizes the Department to take or arrange for such response actions as it reasonably deems necessary. Section eight specifically authorizes the Department to enter any site and areas proximate thereto at reasonable times and upon reasonable notice to undertake necessary assessment, containment and removal actions pursuant to Section 4 of Ch. 21E and in accordance with the Massachusetts Contingency Plan (MCP) , 310 CMR 40.000. The actions to be performed at the Site by the Department or its contractors will include the start-up and operation of an existing ground water treatment system as a Short Term Measure (STM) as required by 310 CMR 40.542 of the MCP. Lakeville Hospital • Route 105 • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone(508)946-2700. -2- You will not be permitted to resume or' to commence conduction of response actions until and unless: 1. You provide the Department with financial assurance that you possess sufficient resources to complete the activities described above. (See 310 CMR 40. 170(2) ) ; 2. You pay or arrange for payment of all .response action costs incurred to date by the Department with regard to the Site. (See 310 CMR 40. 170(3) ) ; and 3. You submit to the Department a signed contract with a consultant knowledgeable in hazardous waste site assessment and abatement to conduct the work described above. Be advised that since the Site is a confirmed disposal site, the Department considers you to be a party liable under M.G.L. c. 21E for up to three (3) times all response action costs incurred by the Department, as well as for damages from- the impairment of natural resources. You may also be liable under M.G.L. c. 21E, section 11, and M.G.L. c. 21A, section 16, for any violations of c. 21E or other laws, statutes, regulations, orders, or approvals. This liability was described in detail in the letter dated January 15, 1991. To secure payment of response action costs, the Commonwealth has the authority to place a lien on all of your property within the Commonwealth. The Commonwealth may foreclose on any such lien, or the Attorney General may bring legal action against you. to recover this debt. If you have any further questions, please contact David Ellis at the letterhead address or at (508) 946-2866. All future communications regarding the Location must reference case number 4-0026. Very truly yours, Mark J�egle , C of Site R mediation Section P/DE/re CERTIFIED MAIL #P253 149 949 RETURN RECEIPT REQUESTED cc: DEP - Boston - BWSC < -3- cc: DEP - SERO - DWS ATTN: David DeLorenzo DEP - SERO - Data Entry DEP - OGC - Boston ATTN: Don Nagle Town of Barnstable Town Hall Hyannis,` MA 02601 ATTN: Warren Rutherford, Town Manager Hazardous Waste Coordinator P.O. Box 534 Hyannis, MA 02601 ATTN: Tom McKean Circle K Corporation 500 S. Faulkenburg Road Tampa, FL 33619 ATTN: Stephen Belin Circle K Corporation 1230 Furnacebrook Parkway Quincy, MA 02169 ATTN: .Patrick Shean May 13, 1993 Laurel Mackay, Esq. Dept. of Environmental Protection Northeast Regional Office Woburn, Massachusetts 01801 Re: John Shields v. Circle K Dear Ms. Mackay: I believe I spoke with your office several months ago when it first became apparent to me that something would have to be done in connection with protecting John Shields' interest in regards to the Circle K bankruptcy and the pollution problem caused by Circle K at Mr. Shields' site on Iyanough Road in Hyannis. For purposes of a quick review of the matter by you, I am forwarding a copy of my most recent letter from associate counsel in Phoeniz, Arizona, who I involved in pursuing Mr. Shields' claim against Circle K, and a copy of my letter to Margaret Malek of April 26, 1993, in which I have made one correc- tion (having dictated but not read the letter prior to mailing) . I did meet with Attorney Malek this past Monday morning relative to the transition from Mr. Shields to ,your Department of the cleanup operation and just how that would be phased in and when, and it was Attorney Malek' s suggestion that I now pursue the matter with you and with Madeline Snow (thus the copy of this letter to Ms. Snow) . Please advise when the procedure outlined in the Synopsis filed by the Commonwealth in the Circle K bankruptcy agreement between the Attorneys General and the debtor will be put in motion by the state and when we could expect your Department to take over the cleanup process. Very truly yours, Richard J. Cain RJC:nas enc. cc: Madeline Snow, Director, Bureau of Waste Site Cleanup, Dept. of Environmental Protection, Boston, MA Margaret A. Malek, Assistant Attorney General, Boston, MA Laurel Mackay, Esq. Tel. : 617/935-2160 Dept. .-of Environmental Protection Northeast Regional Office Woburn, Massachusetts 01801 Madeline Snow, Director Tel: 617/292-5881 Bureau of Waste Site Cleanup Dept. of Environmental Protection One Winter Street, 5th Floor Boston, Massachusetts 02108 Richard J. Cain, Esq. 537 Main Street— Suite 2C Harwich Port, MA 02646 April 26, 1993 VIA FEDERAL EXPRESS Margaret A. Malek Assistant Attorney General Environmental Protection Agency E One Ashburton Place Boston, Massachusetts 02108 Re: The Circle K Corporation Chapter 11 Bankruptcy Case Nos. 90-5052-PHX-GBN to 90-5075-PHX-GBN Dear Margaret: After reviewing the most recent settlement agreement as amended between Circle K and the Attorneys General and particu- larly your synopsis for settlement, I have not exercised my client' s "opt out" option and now await final disposition of the settlement proposal which apparently is going to be acted on on April 30, 1993. One of my principal considerations in not exercising the "opt out" option was that my claim for damages to Shields has to indicate at least $300,000 which in turn would be withheld from the share that the Commonwealth of Massachusetts would get under the proposed settlement. I would not only be bearing the substantial legal costs of pursuing Shields' claim but might seriously prejudice the recovery that the Commonwealth of Massa- chusetts would get under the settlement agreement. My other--and more important--consideration was that your synopsis._, for settlement together with your explanation thereof to myself and my co-Counsel, McDaniel & Gan, P.C. , who had con- tacted you about it, sets forth that Shields, as a practical matter, is going to get primary consideration and you should have more than sufficient funds to clean up his site, particularly where there doesn't seem to be any other sites that pose the alleged imminent hazard or threat of imminent hazard or signifi- cant risk or harm to the health, safety, public welfare or the environment. I am dictating this letter to my secretary from Orlando and shall be back in my office by May 3, 1993, from which date I would look forward to meeting with you at your earliest convenience at your office so that we might review the iVrfifYWgt hYW from transition,:. 1 Margaret A. Malek - 2 - Apr=1 26, 1993 Shields to the Commonwealth in the current remediation going on at the site which Shields was compelled by the DEP to reinstate after Cirlce K had abandoned its lease at the property. In addition to the substantial legal fees in pursuing some remedy from the bankruptcy proceeding, Shields has also gone to great expense in reactivating the remediation at the site. Although the synopsis indicates that no land owner will be eligible to receive funds directly from the Challenge Fund, I do not read that as meaning that a land owner who expended funds after the abandonment by Circle K would not be entitled to reimbursement as the agreement between the Attorneys General and the Debtor relates back to the date of the abandonment. In Shields' case, the environmental damage done by Circle K, and solely by Circle R, at Shields' site has been well documented for several years prior to the bankruptcy proceeding, and since the bankruptcy proceeding Shields has diligently pursued his claim in the Bankruptcy Court which pursuit, I believe, weighed heavily on the extent to which Massachusetts is to share in the settlement fund to be set up by the Debtor under the agreement to be ruled on by the Court on the 30th. Looking forward to meeting with you, I am Very truly yours, Richard J. Cain RJC:nas Dict. but 'not read cc: Hugh William Hull, Esq. McDaniel & Gan, P.C. One Columbus Plaza 3636 North Central Avenue, Suite 990 Phoenix, Arizona 85012-1941 4 1 f mtrrrvtrnWw_FALTH OF MASSA TSETT' S SYNOPSIS FOR SETTT.EtuE FUNDS PUBS ANT TO THE CIRCLE K AGR13MsNT WITH ''_'HE STATES THE UNITED STATES 1. The Commonwealth of Massachusetts (uthe Commonwealth") as a signatory cc the attached settlement agreement filed with the Bankruptcy Court herewith ("Agreement") has agreed to be bound by the terms of the Agreement and to accept the money allocated to it in Appendix C of this Agreement. Pursuant to the terms of the Agreement any landowner or third party claimant asserting any claim or liability associated with the debtor' s ownership or operation of underground storage tanks at the specified .Commonwealth sites who does not opt out of the Agreement shall be bound by the terms of that Agreement and this accompanying synopsis. 2. Money received by the Commonwealth under the Debtor's plan during the installment payment period will be directed to the Commonwealth's Environmental Challenge Fund ( "the Challenge Fund") pursuant to M.G.L. 29, Section 2J. 3. It is the intent of the Massachusetts Department of Environmental Protection ("the Department") that this settlement amount, collected pursuant to M.G.L. c. 21 E, shall be used, subject to appropriation, solely for the clean up, control or response actions for the release of gasoline, oil or derivatives thereof, -or for any other action necessary to implement sections three A and four of M.G.L. c. 21E at sites listed in Appendices A and B, which were formerly owned or operated by the Debtor. 4. The Department will give priority to those sites which pose the greatest imminent hazard or threat of imminent hazard. An imminent hazard is a hazard which poses a significant risk or harm to health, safety, public welfare or the environment if it were present for even a short period of �y time. . ./� S. After, consideration of sites that pose an imminent hazard, =�*partment will consider other sites. 6. It should be understood that the settlement amount received from the Debtor in this bankruptcy case will not cover all expected costa to remediate the sites the Debtor rejected or orphaned. 7. No landowner or third party will be eligible to receive funds directly from the Challenge Fund. - 1 - 8: Any landowner or third party who has filed a timely proof of claim, and who elects to receive payment under the opt out provision of this settlement shall be responsible for completing remediation of any contamination of the site, in accordance with, and to the extent required by, applicable state and federal law. 9 . The Commonwealth does not provide any guarantee of funds to any person or entity on the basis of this agreement. This agreement may not be used as the basis for attempting to assert a claim against the Commonwealth. 10. Contact Margaret A. Malek, Assistant Attorney General, Environmental Protection Division, One Ashburton Place, Boston MA 02108, (617) 727-2200 for further information. - 2 - MCDANIEL & GANG., P.C. ATmRNEYs AT LAw I. MAP-SHALL GAN ONE COLUMBUS PLAZA LEGAL AssisTANn 3636 NORTH CENTRAL AvEmm HUGH W. HULL' Surm 990 FREDERICK G. HERSH JOSEPH C. MCDANIEL' PHoENm ARIzom&5012-1941 SUSAN L. MARSHALL CHESTER J. PEIERSON (602) Z30-2880 JACK L. PHELPS PAUL RUDERMAN TmECOpm(602) =-45i0 BARBARA A. RUDIN April 6, 1993 File No: 1505 k k Richard J. Cain, Esq. 537 Main Street P.O. Box 454 Harwich Port, Massachusetts 02646 Re: John Shields v. Circle K Dear Mr. Cain: As you may be aware, Circle K and the legal representatives of the states and the federal government have reached a settlement with respect to environmental claims. I have enclosed copies of the settlement documents for your review. The settlement affects Mr. Shields ' claim. If the settlement is approved by the court, a portion of funds from the settlement pool will be paid to Massachusetts. Those funds would then be utilized by Massachusetts in clean up of sites within its borders. As of the date of this letter, I have not received a "synopsis" from Massachusetts as to how the funds would be used. However, I spoke with Margaret Malek of the Massachusetts Attorney General 's Office. She believes that Mr. Shields would be best served by participation in the settlement. She believes his site to be one of the worst, in terms of need for cleanup. As a result, his site would be one of the first to receive funds. If Mr. Shields "opts" out of the settlement, he would then be required to prove his claim, that is, the amount of damage and whether such claim is administrative or a general unsecured claim. The are some specific time deadlines which must not be overlooked. The deadline for "opting auto, is April 21, 1993. If one does elect to opt out, a claims estimation hearing has been set for April 30, 1993 . Additionally, certain discovery requests must be responded to. 'CERTIFIED SPEaAust BANKRUMICY LAw,ARIZONA BOARD OF LEGAL SPECIALIZATION f Richard J. Cain April 6, 1993 Pagd 2' It is my opinion that Mr. Shields should participate in the proposed settlement. This opinion is based upon my review of the settlement proposal, my conversation with Margaret Malek, and weighing the costs and risks associated with establishing Mr. Shields ' claim in the "opt out" proceeding. There is a risk that his claim could be determined to be and treated as a general unsecured claim. Please contact me at your earliest opportunity, so that we discuss the direction that Mr. Shields wishes us to pursue. Very truly yours, Vl & Gan, P ll 'am Hull HWH: I ' 1 a Q 3 4 5 6 UNITED STATES BANKRUPTCY COURT 7 DISTRICT OF ARIZONA 8 9 ) IN RE: ) Chapter 11 10 ) THE CIRCLE K CORPORATION, CIRCLE K ) Case Nos. 90-5052 PHX-GBN 11 CONVENIENCE STORES, INC. , CIRCLE K ) to 90-5075 PHX-GBN MANAGEMENT COMPANY, LAR-LIN, INC. , ) 12 FIRST CIRCLE PROPERTIES, INC. , ) JOINTLY ADMINISTERED �M UTOTEM, INC. , UTOTEM MARKETS OF ) < No 13 ARIZONA INC. , U TOTEM OF ALABAMA, ) o INC. , U-TOTE'M OF COLORADO INC. , ) 14 U-TOTEM OF MIAMI, INC. , TIC TOC ) SYSTEMS, INC. , MONTERRE PROPERTIES, ) -- =►-�N 15 INC. , SHOP & GO, INC. , CIRCLE K ) ORDER APPROVING --=N o GENERAL, INC. , CIRCLE K HAWAII, ) S R4ENT AGREEMENT16 INC. , COMBINED AVIATION CO. , ) WITH STATES AND G� ,ems CHARTER MARKETING COMPANY ) UNITED STATES a 17 (CONNECTICUT) , CHARTER MARKETING ) COMPANY, MR. B'S OIL CO. , INC. , ) 18 MR. B'S FOOD MART, INC. , NPI ) CORPORATION, OLD COLONY PETROLEUM ) 19 COMPANY, INC. , NEW ENGLAND ) PETROLEUM DISTRIBUTORS, INC. , and ) 20 44TH STREET & CAMELBACK LIMITED ) PARTNERSHIP, ) 21 ) Debtors. ) 22 ) 23 At a hearing held on June 16, 1993, the Court 24 considered the status of the Environmental Settlement Agreement 25 entered into on March 26, 1993 by Debtors, the Official Unsecured 26 Creditors ' Committee ("Committee") , CK Acquisitions Corp. 27 ("Purchaser") , and representatives of state and federal 28 NOFS03...:\33\35833\0026\2008\OR061593.M60 JV Commonwealth of Massachusetts RECE Executive Office of Environmental Affairs s v Department of au _y,. Environmental Protection H [Ek ' Southeast Regional Office OFBARNSTABLE William F. Weld O L.IHIERALITH' IgplGO1 re N OF BARNSIABLE Daniel S.Greenbaum commmalor r 0 y July 29, 1992 Circle K Corporation RE: BARNSTABLE--WSC-4-0026 500 S. Faulkenburg Road Former Charter Service Tampa, Florida 33619 Station, 258 Iyanough Rd. NOTICE OF RESPONSE ATTENTION: Stephen Belin, Regional ACTION/COMMENCEMENT OF Environmental Director WORK, M.G.L. c. 21E, Section 4, and 310 CMR 40. 000 Gentlemen: The Department of Environmental Protection, Bureau:-of Waste Site Cleanup, (the "Department") , issued you a notice of' t potential liability in a letter dated February 24, 1989, for the release of gasoline to the environment in the area of ':the proposed Zone II of various Barnstable Public Water Supply Wells. That letter offered you the opportunity to perform response actions at the Former Charter Service Station located at 258 Iyanough Road, Hyannis, Massachusetts (the "Site") , a company you own and operated. You have failed to conduct the actions called for in that letter. (See M.G.L. c. 21E, section 3A (g) and 310 CMR 40. 170 (1) , (4) ) . Failure to perform the actions promptly and properly may cause or exacerbate an existing hazard to health, safety, public welfare, or the environment. This letter is to provide you with notice that the Department has initiated the necessary procedures to commence response actions at the Site. These actions are being undertaken pursuant to the Department's authority under M.G.L. , Ch. 21E, Sections 4 and 8. Section four authorizes the Department to take or arrange for such response actions as it reasonably deems necessary. Section eight specifically authorizes the Department to enter any site and areas proximate thereto at reasonable times and upon reasonable notice to undertake necessary assessment, containment and removal actions pursuant to Section 4 of Ch. 21E and in accordance with the Massachusetts Contingency Plan (MCP) , 310 CMR 40.000. The actions to be performed at the Site by the Department or its contractors will include the start-up and operation of an existing ground water treatment system as a Short Term Measure (STM) as required by 310 CMR 40.542 of the MCP. Lakeville Hospital a Route 105 a Lakeville,Massachusetts 02347 a FAX(508)947-6557 a Telephone(508)946-2700 ti- -2- You will not be permitted to resume or to commence conduction of response actions until and unless: 1. You provide the Department with financial assurance that you possess sufficient resources to complete the activities described above. (See 310 CMR 40. 170(2) ) ; 2. You pay or arrange for payment of all response action costs incurred to date by the Department with regard to the Site. (See 310 CMR 40. 170(3) ) ; and 3. You submit to the Department a signed contract with a consultant knowledgeable in hazardous waste site assessment and abatement to conduct the work described above. Be advised that since the Site is a confirmed disposal site, the Department considers you to be a party liable under M.G.L. c. 21E for up to three (3) times all response action costs incurred by the Department, as well as for damages from the impairment of natural resources. You may also be liable under M.G.L. c. 21E, section 11, and M.G.L. c. 21A, section 16, for any violations of c. 21E or other laws, statutes, regulations, orders, or approvals. This liability was described in detail in the letter dated January 15, 1991. To secure payment of response action costs, the Commonwealth has the authority to place a lien on all of your property within the Commonwealth. The Commonwealth may foreclose on any such lien, or the Attorney General may bring legal action against you to recover this debt. If you have any further questions, please contact David Ellis at the letterhead address or at (508) 946-2866. All future communications regarding the Location must reference case number 4-0026. Very truly yours, Ma J. Begl , ief Sifk a emediati Section P/DE/re CERTIFIED MAIL #P253 149 950 RETURN RECEIPT REQUESTED cc: DEP - Boston - BWSC f w..i -3- cc: DEP - SERO - DWS ATTN: David DeLorenzo DEP - SERO - Data Entry DEP - OGC - Boston ATTN: Don Nagle Town of Barnstable Town Hall Hyannis, MA 02601 ATTN: Warren Rutherford Town Manager Hazardous Waste Coordinator P.O. Box 534 Hyannis, MA 02601 ATTN: Tom McKean Circle K Corporation 1230 Furnacebrook Parkway Quincy, MA 02169 ATTN: Patrick Shean Mr. John Shields 121 East Bay Road Osterville, MA 02655 i� Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office William F. Weld Governor Daniel S.Gresntwum Comm�safone K� Ar P y July 29, 1992 Mr. John Shields RE: BARNSTABLE--WSC-4-0026 121 East Bay Road Former Charter Service Station Osterville, MA 02655 258 Iyanough Rd. , NOTICE OF RESPONSE ACTIONfCOMMENCEMENT OF WORK, M.G.L. c. 21E, Section 4 and 310 CMR 40. 000 Dear Mr. Shields: The Department of Environmental Protection, Bureau of Waste Site Cleanup, (the "Department") , issued you a notice of potential liability in a letter dated January 15, 1991, for the release of gasoline to the environment in the area of the proposed Zone II of various Barnstable Public Water Supply Wells. That letter offered you the opportunity to perform response actions at the Former Charter Service Station located at 258 Iyanough Road, Hyannis, Massachusetts (the "Site") , a property you own. You have failed to conduct the actions called for in that letter. (See M.G.L. c. 21E, section 3A (g) and 310 CMR 40. 170 (1) , (4) ) . Failure to perform the actions promptly and properly may cause or exacerbate an existing hazard to health, safety, public welfare, or the environment. This letter is to provide you with notice that the Department has initiated the necessary procedures to commence response actions at the Site. These actions are being undertaken pursuant to the Department's authority under M.G.L. , Ch. 21E, Sections 4 and 8. Section four authorizes the Department to take or arrange for such response actions as it reasonably deems necessary. Section eight specifically authorizes the Department to enter any site and areas proximate thereto at reasonable times and upon reasonable notice to undertake necessary assessment, containment and removal actions pursuant to Section 4 of Ch. 21E and in accordance with the Massachusetts Contingency Plan (MCP) , 310 CMR 40.000. The actions to be performed at the Site by the Department or its contractors will include the start-up and operation of an existing ground water treatment system as a Short Term Measure (STM) as required by 310 CMR 40.542 of the MCP. Lakeville Hospital a Route 105 a Lakeville,Massachusetts 02347 9 FAX(508)947-6557 a Telephone(508)946-2700 -2- You will not be permitted to resume or to commence conduction of response actions until and unless: 1. You provide the Department with financial assurance that you possess sufficient resources to complete the activities described above. (See 310 CMR 40. 170 (2) ) ; 2. You pay or arrange for payment of all response action costs incurred to date by the Department with regard to the Site. (See 310 CMR 40. 170(3) ) ; and 3. You submit to the Department a signed contract with a consultant knowledgeable in hazardous waste site assessment and abatement to conduct the work described above. Be advised that since the Site is a confirmed disposal site, the Department considers you to be a party liable under M.G.L. c. 21E for up to three (3) times all response action costs incurred by the Department, as well as for damages from the impairment of natural resources. You may also be liable under M.G.L. c. 21E, section 11, and M.G.L. c. 21A, section 16, for any violations of c. 21E or other laws, statutes, regulations, orders, or approvals. This liability was described in detail in the letter dated January 15, 1991. To secure payment of response action costs, the Commonwealth has the authority to place a lien on all of your property within the Commonwealth. The Commonwealth may foreclose on any such lien, or the Attorney General may bring legal action against you to recover this debt. If you have any further questions, please contact David Ellis at the letterhead address or at (508) 946-2866. All future communications regarding the Location must reference case number 4-0026. Very truly yours, Mark J. egle , C of Site mediation= Section P/DE/re CERTIFIED MAIL #P253 149 949 RETURN RECEIPT REQUESTED cc: DEP - Boston - BWSC I f -3- cc: DEP - SERO - DWS ATTN: David DeLorenzo DEP - SERO - Data Entry DEP - OGC - Boston ATTN: Don Nagle Town of Barnstable Town Hall Hyannis, MA 02601 ATTN: Warren Rutherford Town Manager Hazardous Waste Coordinator P.O. Box 534 Hyannis, MA 02601 ATTN: Tom McKean Circle K Corporation 500 S. Faulkenburg Road Tampa, FL 33619 ATTN: Stephen Belin Circle K Corporation 1230 Furnacebrook Parkway Quincy, MA 02169 ATTN: Patrick Shean j r) T TOWN OF BARNSTABLE OFFICE OF 1 DAMTda6T 3 BOARD OF HEALTH MAea f639• 367 MAIN STREET �OMdYk' HYANNIS, MASS. 02601 APPLICATION FOR 21E FEE $25.00 �- INFORMATION SEARCH NAME OF PERSON REQUESTING INFORMATION � V "''V` G�✓v ENGINEERING FIRM eo ADDRESS TELEPHONE \\J ADDRESS (%�� O SITE LOCATION ASSESSORS AP NO: 6a ) Sao obcc�frr�. GROUNDWATER DIRECTION FLOW SPECIFIC SITES YOU WISH TO RECEIVE RELEASE INFORMATION e AssEssoRs MAP No- 'p s� o' Vi PARrFI NO' u� ASSESSORS U: PARCEL NO: ASSESSORS MAP N0: PARCEL ter"" U ASSESSORS MAP NO: P EL NO: O • TANKS FOR PARCEL NBR: FUEL STORAGE TANK RECORDS HELP MAIN ACTION Action Tan[.-: Nbr Tag Nbr Installed Location ----Notification Dates----- • -rest Rem Test --Abandoned-- Removed Variance • Fue I Reason Capacity Constr Status Leak-Det Cath-Det Additional Details -- ----------------------_-..-.--------__-_--___--------_------_....-------------------- ACtion Nbr Tag Nbr Installed Location ----Notification Dates------ Test Rem --Abandoned-- -- Removed Variance arance Z4 Fuel Reason Capacity Constr Status L.eal..-:-Det Cath-Det • Additional Details ---------------------------------------------- " Cancel RECORD NOT FOUND XT S E PARCEL NBR TANK NBR • • • 52�� . Lo 0� - -- -------------- ------------ -f;'ANt.-.,:S 2, FUEL STORAGE TANI-` RECORDS HELP FOR PARCEL NBR; 328* 212 MAIN ACTION Action Tank Nbr Tag Nbr, Installed Location ----Notification Dates----- 3 1 o:36 ol0160 A Test Rem Test --Abandoned-- Removed Variance P 010191 Fuel. Reaso n Capacity Constr Status Leak-Det Cath-Det G B 17500 S N Additional Details NOT IN LJSE,5/27/92-P. A. 07 ------------------------------------------------------------------------------------- Action Tank: Nbr Tag Nbr Installed Location ----Notification Dates----- 4 10 '7 A Test Rem oIO16o Test --Abandoned-- Removed Variance P 010191 Fuel Reason Capacity Constr Status Leak-Det Cath-Det G B 17500 S N Additional Details NOT IN USE, PER PHONE 5/27/92. ------------------------------------------------------------------------------- Cancel EN.D OF DATA 4EkT SCREEN HMENU ACTIONI PARCEL NBR TANK NBR is • T:TKS 1 F P'FUEL STORAGE TANK RECORDS HELP PARCEL N CR o 328 21*.-. MAIN ACTION I Action Tank: Nbr Tag Nbr Installed Location ----Notification Dates----- 1 52 010168 B 'Test Rem ----- Test --- --Abandoned-- -- Removed -- -- Variance - 092989 Fuel Reason Capacity Constr Status Leak:-Det Cath-Det DW D 550 SS Nl" hl N Additional Details REMOVED 09/29/89 BD 021690 IF -- ------------------------------------•-•---------•--------••-------------------- . Action Tank: Nbr Tag Nbr Installed Location ---•-Noti.fir_ation Dates----- 2 �51 0101 t E., Et Test. Rem ---- Test. - -- --Abandoned-- -- Removed -- -- Variance 092989 Fuel Reason Capacity Constr Status Leak:-Det Cath-Det G B 550 SS NT N N Additional Details REMOVED 09/29/:=9 BD 021690 ----------------------- Cancel Press XMT for more data* «EXT SCREEN TANKS ACTION I PARCEL N BR 328 212 TANK NBR - r, I v vp pf THE Tp`o The Town of Barnstable • Health Department 1 ' 0 & ° 367 Main Street, Hyannis, MA 02601 u �, ab 1639 ` �0 YET•' Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health DATE: TO: 21E FILE SEARCH REPORT The Health Department files were searched for information regarding the property at listed as parcel number on Assessor's map and adjacent properties listed in the application form submitted by you on The following items, if checked, apply to the property or adjacent properties: No records were found concerning underground fuel and chemical storage tanks at this property. The following underground fuel and chemical storage tanks are located at the subject property: No records concerning underground -fuel and chemical storage tanks found concerning the adjacent properties. The following underground fuel and chemical storage tank(s)is/are located at: No hazardous material releases were reported to the Health Department regarding the subject property. The following releases were reported to the Health Department at the subject property. (copies of reports attached) : The following releases were reported to the Health Department at the following properties in the area (copies of reports attached) : The property is connected to Town sewer. The property is connected to an onsite sewage disposal system and: the Health Department has no as-built card record of the existing onsite sewage disposal system, copy of the as-built sketch card showing the location of the onsite sewage disposal system at the property is attached. The properties are accessible to Town water. The property is connected to an onsite private well and: the Health Department has no record of the well location, a copy of the sketch or plan showing the location of the private well is attached. the Health Department has no records of any private wells in the area. The following private well(s) is/are (in the area) located at: Sincerely Yours, Thomas A. McKean Director of Public Health -- == o 01),lam Thomas C.McMahon Director February 11 , 1937 J. Jonathan Dow, Director. Re: Groundwater Discharge Permit Environmental . Protection Application #0-321 Old Colony Petro!eum. Co. , inc. Hyannis, MA One Charter Plaza-21 West Church .Street - Revised Draft Permit - Jacksonville, Florida 32202 Dear Mr. Dow: The Massachusetts Clean Water Act(M.G.L.c.21, s.26-53) was amended by Chapter 246 of the Acts of 1973 to authorize the Division of Water Pollution Control to regulate discharges into all waters of the .Commonwealth, including groundwaters. The Division regulates discharges through the issuance of discharge permits which impose limitations on the amount of pollutants which may be discharged in the effluent, together with monitoring and reporting requirements and other conditions to insure ade quate treatment of all liquids wastes prior to discharge. The Division has reviewed your application submitted on behalf of the Old Colony Petroleum Co. , Inc. for a permit to discharge sanitary wastes from the Uld 0 ony a ion 6843, Iyanough Road, Hyannis and has developed the conditions contained in the enclosed draft permit (revised) . Within 14 days of receipt of the draft permit, you should indicate to this agency in writing either the acceptability of the permit conditions or any problem areas. Any discharge not authorized by or in violation of the terms of the permit is in violation of State Law and subject to civil or ---------- -- - criminal penalties.- - The proposed permit can only be considered in draft form because of provisions in the Law requiring public notice of the proposed issuance of the permit and opportunity for public comments and public hearing. Following receipt of comments on the public notice, and a public hearing, if necessary, the permit will be finalized and the Director will issue his final determination to issue or deny the permit. 2 - If you have any questions or would like to discuss the draft permit, please contact Clinton Watson of my staff at (617) 292-5693 . Very truly yours, Thomas'C. McMahon Director TCM/ CW/wp Enclosure CC: (w/enclosure) Regional. Environmental Engineer,. SERO DWPC•Regional Engineer, SERO Board of Health, 397 Main Street, Hyannis, MA 02061 Groundwater Technology, Inc. , 220 Norwood Park South, Norwood, MA 02062 Attn: Mark Kresge a copies with enclosures to: 1. Applicant P P 2. Regional Environmental Engineer 3. DP?PC Regional Engineer 4. Local Board of Health 0 DD DISCHARGE PERMIT Name and Address of Applicant: Charter Marketing One Center Plaza, P.O. Box 4726, Jacksonville, Florida 32232 Application No. : 0-321 Date of Application: 8-27-86 Permit No. : Date of Issuance: Date of Expiration: AUTHORITY AR ISSUANCE Pursuant to authority grante�,by Chapter 21, Sections 26-53 of the Massachusetts General Laws, as��ie ed, the following permit is hereby issued to: v 0 Chaf'ber arketin w (hereinafter called the "permittee"), authorizing discharges from a groundwater reclamation treatment facility at the Old Colony Gasoline Station, Iyanough Road, Hyannis, MA to the ground such authorization being expressly conditional on compliance by the permit- tee with all terms and conditions of the permit hereinafter set forth. I This permit shall become effective on the date of the Director 's signature and shall expire on o nA C� V Thomas C. McMahon, .Director Date ---_------Division of Water Pollution Control .. - - I . SPECIAL CONDITIONS A. Effluent Limits The permittee is authorized to discharge into the ground from the ground-water recovery and treatment facilities for which this permit is issued a treated effluent, the constituents of which shall not at any time exceed the concentrations of influent and shall properly operate and main- tain said system until the influent and effluent conform to the following performance standards : Final Discharge Limitations Effluent Characteristic Flow 140 gallons per minute Total Hydrocarbons 100 ppb Benzene 5 ppb Toluene 20. ppb Total Xylenes 20 ppb Ethyl Benzene 20 ppb 1) The discharge of the effluent shall not result in any demonstrable adverse effect on the ground water or violate any water quality standard that has been promulgated. B. Monitoring and Reporting 1) The permittee shall monitor and record the quality and quantity of effluent prior to discharge to the recharge trenches according to the following schedule and other provisions: 2) For the first three months: Minimum Frequency Parameter of Analysis Sample Type Flow Daily Averaoe Total Hydrocarbons Monthly Grab Benzene Monthly Grab Toluene Monthly Grab - -y Total . Xylenes Monthly Grab Ethyl Benzene Monthly Grab A minimum of (1 ) analysis utilizing E.P.A. method 624 must be performed under this section. E.P.A. method 602 may be utilized for the remaining required analysis. All analyses shall be performed by a laboratory certified by the State for the constituents specified in Part I. All analyses shall be performed within two weeks of the date of collection. b) For the remainder of the permit: Minimum Frequency Parameter of Analysis Sample Type Flow Daily Average Total Hydrocarbons Quarterly Grab Benzene Quarterly Grab Toluene Quarterly Grab Total Xyl eves QU ar ter 1 v Grab Ethyl Benzene Quarterly Grab A minimum of (1 ) analysis utilizing E.P.A. Method 624 must be performed annually under this section. E.P.A. Method 602 may be utilized for the remaining required analysis. All analyses shall be performed by a laboratory certified by the State for the constituents specified in Part I. All analyses shall be performed within two weeks of the date of collection. 3) The permittee shall monitor, record and report the quality of water. in monitoring wells MW-1, MW-7, MW-8, MW-12, and MW-13 according to the following schedule and other provisions: Total Hydrocarbons Quarterly Benzene Quarterly Toluene Quarterly Total 'Xylenes Quarterly Ethyl Benzene Quarterly Static Water Level Quarterly A minimum of (1) analysis utilizing E.P.A. method 624 must be performied under this section. E.P.A. method 602 may be utilized for the remaining required analysis. The permittee shall submit all reports on an acceptable form, properly _ filled and signed, on the fifteenth day of every month, beginning thirty days after the issuance of this permit, to the Regional Environmental Engineer, Department of Environmental Quality Engineering, Southeast ----�W Regional-Office, Lakeville Hospital , Lakeville, MA 023456, and to the Director, Department of Environmental Quality Engineering, Division of Water Pollution Control , One Winter Street, Boston, MA 02108. C. Supplemental Conditions 1) The permittee shall operate and maintain the approved air-stripper system until such time that the permittee can 'demonstrate that the influent water quality complies with the limits for the discharge specified in Section 1.A of this permit by providing three (3) con- secutive months of sampling data to the DEQE. When such a level of mitigation has been achieved the permittee shall sample all of the monitoring wells for analysis of all parameters specified in Section 13.1. The permittee shall provide the DEQE with written documen- tation verifying that the performance standard has been attained and request DEQE approval to terminate the operation of the subject treatment system. When the system has complied with the performance standards and received DEQE approval to conclude operation, the per.- mittee shall submit to the DEQE a schedule by which the treatment system. shall be taken out of service, dismantled, and/or removed from the site. Plans shall also be submitted detailing the measures to be taken to remove and/or properly secure the recovery, and moni- toring wells at the site. 2) The permittee shall retain access and control of the operation and maintenance of the ground water recovery systems, treatment system(s), injection well (s )/trench(s) and all monitoring wells in the event of a sale of the subject property during the period of this permit. 3) The permittee shall notify the Division of Air Quality Control of the intention to employ the use of an air stripper treatment system and apply for and obtain the appropriate approval (s ) and/or permit(s). 4) Approval by the Division of Water Pollution Control to terminate the operation of the ground water recovery/treatment system for which this permit is written does not relieve the permittee from any ground water monitoring that may be required by the Division of Solid and Hazardous Waste. 001 M . . tv IRE PEI All 15. fills'. i p��'' yzj •ff'�.w."' `� W t '�"' ��} In tY � � � ��'""•'`„w�t u� ��'" �'+� •,U, �\ gu any IMP CD �L t o -4ry �` R4jX S 1` zT w m Lu rN tter �_ L _v/ .. J yQ� yew 1 M.- �F• n r, �E�P`' �_cyyf »s ,rxer � _ trT •. €`3.ii� f iARM J',{�d JP r y* x f��a FY a w ,tip �,` h((rs�'ol U J Y vi � kb Yt. s iq OWN, e�eaXii" WLL .J �+ �' - 77pC,' ,d t is gym. �e a � �/� a� t N AV / u4f V [�\) E H,"'t o f Page 1 i 4' ZECCO, INC. ENGINEERING DIVISION OCTOBER TO DECEMBER Quarterly Update From: 10-1-88 To: 12-31-88 Case SA-4-026 Client: CIRCLE K STATION - # 6843 (former Charter Station) Iyanough Road - Route 28 Site: Hyannis, MA Dates Monitored: 10-12-88, 10-26-88, 11-03-88, 11-22-88, 12-01-88, 12-12-88, 12-29-88 As required quarterly in the Discharge Permit #0-321, the following is a summary for the quality and quantity of effluent from the groundwater treatment system at the above referenced site, as well as an update of any work done or any other activities stemming from this site. During this interval the groundwater samples were collected from the specified monitoring wells and were analyzed via EPA Method 602. Table 1 below summarizes the analytical results detected in the groundwater on December 1, 1988. Table I BTEX Levels in Selected Monitoring Wells in PPB Compound Well 1 Well 5 Well 7 Well 8 Well 11 Well 12 Benzene nd 99 nd 200 97 nd Ethyl-B nd nd nd 860 570 nd Toluene nd 410 nd 1800 1100 nd Xylenes nd 860 60 5300' 3400 nd Totals nd 1369 60 8160 5167 nd Compound Well 13 Well 14 Well 17 Influent Effluent Benzene 120 4000 nd nd nd .Ethyl-B nd 8900 nd nd nd Toluene 720 60000 nd nd nd Xylenes 1900 140000 nd nd nd Totals 2740 212,900 nd nd nd nd = none detected NS = not sampled Page 2 The influent and effluent were sampled on 10-21-88 when the system was still operating. Influent and effluent samples were also analyzed for total Iron and total Manganese. The following summarizes the results of the metal testing. ------------------------------------------------------------ Parameter Description Influent Effluent Iron, total 4.7 mg/L 0. 08 mg/L Manganese, total 0.06 mg/L 0. 008 mg/L ------------------------------------------------------------- In early October the flow rate was observed to be pumping at 20 gallons per minute (gpm) . By October 12, 1988 the average flow rate was down to 7.80 gpm. On October 26, 1988 the system was not pumping any water and broken piping was discovered. The depression pump had been pulsing greatly, explaining the low flow rate and the additional strain on the piping. An investigation into this problem (low yield) started with the recovery well. It was originally thought that the well silted in, but during desilting activities it was discovered that the recovery well installed by Groundwater Technology did not correspond to the well construction log. This well is screened to a total depth of 26' not 32' as the tog indicated. The flow rate has been reduced in half in order to reduce pulsing of the pump and prevent any free phase product to enter the air stripper. See comments below. Effluent Characteristics Actual Observed Final Discharge Limits Flow approx. 18 gpm 140 gpm Total Hydrocarbons nd ppb 100 ppb Benzene nd 5 ppb Toluene nd 20 ppb Total Xylenes nd 20 ppb Ethyl Benzene nd 20 ppb ND = None Detected The table below summarizes the free product occurrences in wells at the site. ------------------------------------------------------------ Date Recovery Well MW-7 MW-13 9-14-88 nd nd 0. 06 feet 10-26-88 0.21 * FILM 11-03-88 0.33 FILM 0. 02 11-22-88 0. 06• FILM FILM 12-01-88 ** FILM FILM ------------------------------------------------------------- * Not measured because well cap was in a 301x15'x4" puddle. ** Not measured because desilting process was underway. Page 3 Comments: The following maintenance and repairs took place during this activity period. 11-17-88 A meeting held in the DEQE Southeast Regional Office was held to discuss the scope of work required to address the recent showing of free product in some wells. Representatives from DEQE, GHR Engineering, Circle K Corp, and Zecco, Inc. were present. 11-22-88 Break in water line observed. System shut down for repairs. 12-01-88 Desilted recovery well to discover 1 1/2 inches of silt to the well point. The well was not constructed as Groundwater Technology has described. 12-28-88 Installed new recovery system piping and electricity. Disposed of asphalt from trenching. GHR Engineering performed a Perk test while backhoe was on site. 12-29-88 Repiped discharge line from the bottom of air tower and influent line to top or tower. Installed flow meter and winterized system. ** New groundwater pump and recovery probe are to be functioning on 1-9-88. If you have any further questions regarding this matter, please don't hesitate to call me at (508) 393-2537. Sincerely, ZECCO, INC. 4. ustine Smiegal Hydrogeologist JWS/lmf enclosure cc: Director-Div. Water Pollution Control Maria Remirez Steve Belin Hyannis Board of Health H Y D R O S AMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 DATE REPORTED 12/12/88 YOUR P. 0. # S. Belin HYDROSAMPLE NUMBER: 2682 SAMPLE IDENTIFICATION: Charter 46843, WELL-1 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE ug/L 4.0 602(1) 12/05/88 CHLOROBENZENE * ug/L 4.0 602 0) ETHYL BENZENE * ug/L 5.0 602(1) TOLUENE * ug/L 5.0 602(1) total XYLENES * ug/L 5.0 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,3 DICHLOROBENZENE ug/L 5.0 602(1 ) 1 ,4 DICHLOR09ENZENE * ug/L 5.0 602(1) NOTE: * if resent indicates this parameter is below the limit of present, detection. (1 ) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company S TE CERTIFIE LABORATORY - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED : 12/02/88 Tampa, FL 33619 DATE REPORTED : 12/16/88 YOUR P. 0. HYDROSAMPLE NUMBER: 2683 SAMPLE IDENTIFICATION: Charter 96843, Weil-5 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ---------------------------------- --------- ----------- BENZENE 99 ug/L 40 602 0) 12/07/88 CHLOROBENZENE * ug/L 40 602 0) ETHYL BENZENE * ug/L 50 602 0) TOLUENE 410 ug/L 50 602 0) total XYLENES 860 ug/L 50 602 0) 1 ,2 DICHLOROBENZENE * ug/L 50 602 0) 1 ,3 DICHLOROBENZENE * ug/L 50 602 0) 1 ,4 DICHLOROBENZENE * ug/L 50 602 0) NOTE: *, if present, Indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company E'eETIFIED VABORATDRY - MA097 HYDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01632 Phone: (508)393-7222 - FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL DATE REPORTED 12/12/88 YOUR P. 0. # HYDROSAMPLE NUMBER: 2684 SAMPLE IDENTIFICATION: Charter 46843, Well-7 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal -------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE * ug/L 4.0 602 0 ) 12/07/88 CHLOROBENZENE * ug/L 4.0 602 0 ) ETHYL BENZENE * ug/L 5.0 602 0 ) TOLUENE * ug/L 5.0 602(1) total XYLENES 60 ug/L 5.0 602 0 ) 1 ,2 DICHLOROBENZENE ug/L 6.0 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602 0 ) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STA E CERTIFIED LABORATORY - MA097 HYDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 DATE REPORTED 12/12/88 YOUR P. 0. # HYDROSAMPLE NUMBER: 2685 SAMPLE IDENTIFICATION: Charter #6843, WELL-8 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------- ----------------------- BENZENE 200 ug/L 40 602(1 ) 12/06/88 CHLOROBENZENE * ug/L 40 602(1 ) ETHYL BENZENE 860 ug/L 50 602(1) TOLUENE 1800 ug/L 50 602(1) total XYLENES 5300 ug/L 50 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 50 602 0 ) 1 ,3 DICHLOROBENZENE * ug/L 50 602(1) 1 ,4 DICHLOROBENZENE ug/L 50 602 0 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company ST TE tEVI`EqLVAB�OA PMA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/02/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 DATE REPORTED 12/12/88 YOUR P. 0. u HYDROSAMPLE NUMBER: 2686 SAMPLE IDENTIFICATION: Charter 46843, WELL-11 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegai ------------------- ----------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS -------------- ----------------------- BENZENE 97 ug/L 40 602(1) 12/06/88 . CHLOROBENZENE b * ug/L 40 602 0) ETHYL BENZENE 570 ug/L 50 602 0) TOLUENE 1100 ug/L 50 602(1 ) total XYLENES 3400 ug/L 50 602(1) 1 ,2 DICHLOROBENZENE * ug/L 50 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 50 602 0) 1 ,4 DICHLOROBENZENE * ug/L 50 602 0 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STA CERTIFIED LABORATORY - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 DATE REPORTED 12/12/88 YOUR P. 0. u S. Belin HYDROSAMPLE NUMBER: 2687 SAMPLE IDENTIFICATION: Charter 46843, WELL-12 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------ --------- ----------- BENZENE * ug/L 4.0 602(1) 12/06/88 CHLOROBENZENE * ug/L 4.0 602(1) ETHYL BENZENE * ug/L 5.0 602(i ) TOLUENE * ug/L 5.0 602(1 ) total XYLENES * ug/L 5.0 602 0 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602 0) 1 ,3 DICHLOROBENZENE * ug/L 6.0 602 0) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602 0 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company VSTE CERTIFIED' LABORATORY - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company . 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 DATE REPORTED 12/12/88 YOUR P. 0. u S. Belin HYDROSAMPLE NUMBER: 2688 SAMPLE IDENTIFICATION: Charter #6843, WELL-13 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------------------ --------------------- BENZENE 120 ug/L 80 602 0 ) 12/06/88 CHLOROBENZENE * ug/L 80 602 0 ) ETHYL BENZENE * ug/L 100 6020) TOLUENE 720 ug/L 100 602 0) total XYLENES 1900 ug/L 100 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 100 602(1) 1 ,3 DICHLOROBENZENE * ug/L 100 602(1) 1 ,4 DICHLOROBENZENE * ug/L 100 602(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company f STA E CERTIFIED LABORATORY - MA097 HYDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01632 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED : 12/02/88 Tampa, FL 33619 DATE REPORTED : 12/16/88 YOUR P. 0. # HYDROSAMPLE NUMBER: 2689 SAMPLE IDENTIFICATION: Charter #6843, Well-14 Hyannis, MA MATRIX: Water in glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE 4000 ug/L 800 602 0) . 12/07/88 CHLOROBENZENE * ug/L 800 602 0) ETHYL BENZENE 8900 ug/L 1000 602 0) TOLUENE 60000 ug/L 1000 602 0) total XYLENES 140000 ug/L 1000 602 0) 1 ,2 DICHLOROBENZENE ug/L 1000 602 0) 1 ,3 DICHLOROBENZENE ug/L 1000 602(1) 1 ,4 DICHLOROBENZENE * ug/L 1000 602 0) NOTE: *, if present indicates this parameter is below the limit of detection. (1 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company ST TE C RTIFIED - B0RA ORY - MA097 H Y D R 0 S A- M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED : 12/02/88 Tampa, FL DATE REPORTED : 12/12/88 YOUR P. 0. HYDROSAMPLE NUMBER: 2690 SAMPLE IDENTIFICATION: Charter 46843, Well717 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------------------------------------------------------------- BENZENE * ug/L 4.0 602 0 ) 12/07/88 CHLOROBENZENE * ug/L 4.0 602(1) ETHYL BENZENE * ug/L 5.0 602 0) TOLUENE * ug/L 5.0 602 0 ) total XYLENES * ug/L 5.0 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company r /� C ST E CERTIFIED LABORATORY - MA097 HYDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01632 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager, REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 10/21/88 500 S. Fsuikenburg Road DATE RECEIVED : 10/24/88 Tampa, FL DATE REPORTED : 10/27/88 YOUR P. 0. a HYDROSAMPLE NUMBER: 88-2274 SAMPLE IDENTIFICATION: Charter #6843, WELL INFLUENT Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE * ug/L 4.0 602 0) 10/24/88 CHLOROBENZENE * ug/L 4.0 602 0) ETHYL BENZENE ug/L 5.0 602 0) TOLUENE * ug/L 5.0 602 0) total XYLENES * ug/L 6.0 602 0) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602 0) 1 ,3 DICHLOROBENZENE * ug/L 6.0 602 0) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602(1) NOTE: * indicates below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company ST TE bCERTFI LABORATORY - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01632 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE C0LLECTED: 10/21/88 500 S. Faulkenburg Road DATE RECEIVED : 10/24/88 Tampa, FL DATE REPORTED : 10/27/88 YOUR P. 0. # HYDROSAMPLE NUMBER: 88-2273 SAMPLE IDENTIFICATION: Charter #6843, WELL EFFLUENT Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal -- ------------ ----- --- -- -L- ----------- -------- ------- ----------- ------- -------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION _____________________LIMIT REFERENCE_ ANALYSIS ------------------------------ --------- --------- BENZENE ug/L 4.0 602 0) 10/24/88 CHLOROBENZENE * ug/L 4.0 602 0) ETHYL BENZENE ug/L 5.0 602 0) TOLUENE * ug/L 5.0 602 0) total XYLENES * ug/L 5.0 602 0) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602 0) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602 0) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602 0) NOTE: * indicates below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company *TE CERTIFIE LABOR T?RY/��097 r H Y D R O S AMP L E LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS TOTAL IRON AND MANGANESE CLIENT: Circle K Corporation DATE COLLECTED: 10/21/88 500 S. Faulkenburg Road DATE RECEIVED 10/24/88 Tampa, FL DATE REPORTED 11/04/88 YOUR P. 0. tt HYDROSAMPLE NUMBER: 88-2273 SAMPLE IDENTIFICATION: Charter, #6843 Effluent Hyannis, MA MATRIX: Water in Plastic COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------------------------------------------------------------- IRON, total 0.075 mg/L 0.007 6010 0) 10/28/88 MANGANESE, total 0.008 mg/L 0.002 6010 0) NOTE: Sample was acid digested prior to analysis. (1) Test Methods for Evaluating Solid Waste, SW-846, November 1986. HYDROSAMPLE, DIVISION OF ZECCO, INC. A Metcalf & Eddy Technologies Company 4 - ijTE CERTIFIED LABORATORY MA097 HYDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS TOTAL IRON AND MANGANESE CLIENT: Circle K Corporation DATE COLLECTED: 10/21/88 500 S. Fauikenburg Road DATE RECEIVED 10/24/88 Tampa, FL DATE REPORTED 11/04/88 YOUR P. 0. tt HYDROSAMPLE NUMBER: 88-2274 SAMPLE IDENTIFICATION: Charter, #6843 Influent Hyannis, MA MATRIX: Water in Plastic COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------- ----- ----------- IRON, total 4.7 mg/L 0.007 6010 0) 10/28/88 MANGANESE, total 0.060 mg/L 0.002 6010 0) NOTE: Sample was acid digested prior to analysis. (1) Test Methods for Evaluating Solid Waste, SW-846, November 1986. HYDROSAMPLE, DIVISION OF ZECCO, INC. A Metcalf & Eddy Technologies Company 4STERTIFIED L BORATOR - MA097 HYDROSAMPLE DIVISION OF ZECCO, INC. BILL TO: i!�//- C,6- ik� W&OR W @09v@mw MEMO SITE LOCATION: COLLECTED BY: 14 CUSTOMER P.Ol ,115 i ,SAMPLE IDENTIFICATION , MATRIX COWANER DUPLCATES COLLECTION TIME 1 PRESERVATIVE , _All�l 19 i TEST REQUEWD: COMMENTS: /L '7 I — ex 4; q ,TE TEST,!q M PM) ( _t. 19 �1� u� �� , NT TEST REOUEVrED: COMME 8: c M F z �pp.7�6 g, - v f bm-" 19 P. �. i ' G�/ 'L t l/ TEST REOUE*tEO: COMMENTS: rw 77 �o �,T <.A 19 1• •� �,. I. ` PM COMMENTS: Z17 C TEST REQUPTED:III E 7 's 2, •07 1 5t r 19 � _ I TEST COMMENTS: EST REGUSOTED: 'Am, �k a ,44 rm f COMM" 0 RELINQUISIJED BY: RECfIVEDBY' DATE: TIME: 19 : J �cL 7 AM 19 PM AM 19 PM --- ------- HYDROSAMPLE DIVISION OF ZECCO, INC. elk-( BILL TO: @V @99MYY EWE SITE LOCATION: CIA J COLLECTED BY: f CUSTOMER P.O.' jtx 4 ' 4, D ,=LLEc7oNMEF WMER DU 'I —50 )V/v I AM 19 PM TEST REQUESTED: COMMENTS: 31, PM N Mi AM 19 PM TEST REQUESTF 8: P4_1 — q pq opt,r,-, Z AM 19 Pm TEST REQUESTED: COMMENTS: Z� Pn 1 AM. 19 TEST REQUESTED: [4, -0� W,;lLV;ll gUll"'A., 15, ,arm*!�,4 oe-,�,w M,""g AM 19 PM TEST REQUESTED: COMMENTS: RELINQ SHEDS RECEIVED B DATE: TIME: 2 AM PM tz_ 19 AM 19 PM AM 19 PM i Page 1 ZECCO, INC. ENGINEERING DIVISION OCTOBER TO DECEMBER Quarterly Update From: 10-1-88 To: 12-31-88 Case SA-4-026 Client: CIRCLE K STATION - # 6843 (former Charter Station) Iyanough Road - Route 28 Site: Hyannis, MA . Dates Monitored: 10-12-88, 10-26-88, 11-03-88, 11-22-88, 12-01-88, 12-12-88, 12-29-88 As required quarterly in the Discharge Permit #0-321, the following is a summary for the quality and quantity of effluent from the groundwater treatment system at the 'above referenced site, as well as an update of any work done or any other activities stemming from this site. During this interval the groundwater samples were collected from the specified monitoring wells and were analyzed via EPA Method 602 . Table 1 below summarizes the analytical results detected in the groundwater on December 1, 1988. Table I BTEX Levels in Selected Monitoring Wells in PPB Compound Well 1 Well 5 Well 7 Well 8 Well 11 Well 12 Benzene nd 99 nd 200 97 nd Ethyl-B nd nd nd 860 570 nd Toluene nd 410 nd 1800 1100 nd Xylenes nd 860 60 5300' 3400 nd Totals nd 1369 60 8160 5167 nd Compound Well 13 Well 14 Well 17 Influent Effluent Benzene 120 4000 nd nd nd Ethyl-B nd 8900 nd nd nd Toluene 720 60000 nd nd nd Xylenes 1900 140000 nd nd nd Totals 2740 212,900 nd nd nd nd = none detected NS = not sampled Page 2 The influent and effluent were sampled on 10-21-88 when the system was still operating. Influent and effluent samples were also analyzed for total Iron and total Manganese. The following summarizes the results of the metal testing. -------------------------------------------------- --------- Parameter Description Influent Effluent Iron, total 4.7 mg/L 0. 08 mg/L Manganese, total 0.06 mg/L 0. 008 mg/L ------------------------------------------------------------- In early October the flow rate was observed to be pumping at 20 gallons per minute (gpm) . By October 12, 1988 the average flow rate was down to 7.80 gpm. On October 26, 1988 the system was not pumping any water and broken piping was discovered. The depression pump had been pulsing greatly, explaining the low flow rate and the additional strain on the piping. An investigation into this problem (low yield) started with the recovery well. It was originally thought that the well silted in, but during desilting activities it was discovered that the recovery well installed by Groundwater Technology did not correspond to the well construction log. This well is screened to a total depth of 2611 , not 32' as the log indicated. The 'flow rate has been reduced in half in order to reduce pulsing of the pump and prevent any free phase product to enter the air stripper. See comments below. Effluent Characteristics Actual Observed Final Discharge Limits Flow approx. 18 gpm 140 gpm Total Hydrocarbons nd ppb 100 ppb Benzene nd 5 ppb Toluene nd 20 ppb Total Xylenes nd 20 ppb Ethyl Benzene nd 20 ppb ND = None Detected The table below summarizes the free product occurrences in wells at the site. ------------------------------------------------------------ Date Recovery Well MW-7 MW-13 9-14-88 nd nd 0.06 feet 10-26-88 0.21 * FILM 11-03-88 0.33 FILM 0. 02 11-22-88 0.06. FILM FILM 12-01-88 ** FILM FILM ------------------------------------------------------------- * Not measured because well cap was in a 301xl5'x4" puddle. ** Not measured because desilting process was underway. I ' Page 3 Comments: The following maintenance and repairs took place during this activity period. 11-17-88 A meeting held in the DEQE Southeast Regional office was held to discuss the scope of work required to address the recent showing of free product in some wells. Representatives from DEQE, GHR Engineering, Circle K Corp, and Zecco, Inc. were present. 11-22-88 Break in water line observed. System shut down for repairs. 12-01-88 Desilted recovery well to discover 1 1/2 inches of silt to the well point. The well was not constructed as Groundwater Technology has described. 12-28-88 Installed new recovery system .piping and electricity. Disposed of asphalt from trenching. GHR Engineering performed a Perk test while backhoe was on site. 12-29-88 Repiped discharge line from the bottom of air tower and influent line to top or tower. Installed flow meter and winterized system. ** New groundwater pump and recovery probe are to be functioning on 1-9-88. If you have any further questions regarding this matter, please don't. hesitate to call me at (508) 393-2537 . Sincerely, ZECCO,,�INC. uc..tiilC .71R1cyuie �Hydrogeologist v JWS/lmf enclosure cc: Director-Div. Water Pollution Control Maria Remirez Steve Belin Hyannis Board of Health f , H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcal.f & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 DATE REPORTED 12/12/88 YOUR P. 0. # S. Belin HYDROSAMPLE NUMBER: 2682 SAMPLE IDENTIFICATION: Charter #6843, WELL-1 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal --------------------------- ------------- ---------- ---------------------- ------- PARAMETER RESULT UNITS DETECTfON METHOD DATE OF DESCRIPTIONLIMIT REFERENCE _ANALYSIS BENZENE * ug/L 4.0 602(1 ) 12/05/88 CHLOROBENZENE * ug/L 4.0 602 0) ETHYL BENZENE * ug/L 5.0 602(1 ) TOLUENE * ug/L 5.0 602(1 ) total XYLENES * ug/L 5.0 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company S TE CERTIFIE LABORATORY - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro. MA 01632 Phone: (608)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED : 12/02/88 Tampa, FL 33619 DATE REPORTED : 12/16/88 YOUR P. 0. HYDROSAMPLE NUMBER: 2683 SAMPLE IDENTIFICATION: Charter 46843, Well-6 Hyannis, MA MATRIX: Water In Glass COLLECTED BY: J. Smlegal -------- ---------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE. 99 ug/L 40 602 0) 12/07/88 CHLOROBENZENE ug/L 40 602 0) ETHYL BENZENE * ug/L 60 602 0) TOLUENE 410 ug/L 60 602 0) total XYLENES 860 ug/L 60 602 0) 1 ,2 DICHLOROBENZENE * ug/L 60 602 0) 1 ,3 DICHLOROBENZENE * ug/L 60 602 0) 1 ,4 DICHLOROBENZENE * ug/L 60 602 0 ) NOTE: *, If present, Indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company kUE4 eETIFIED l BORATORY - MA097 H Y D R O S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01632 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeabies CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Fauikenburg Road DATE RECEIVED 12/02/88 Tampa, FL DATE REPORTED 12/12/88 YOUR P. 0. u HYDROSAMPLE NUMBER: 2684 SAMPLE IDENTIFICATION: Charter #6843, Well-7 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ---------------------------- BENZENE * ug/L 4.0 602(1) 12/07/88 CHLOROBENZENE * ug/L 4.0 602(1 ) ETHYL BENZENE * ug/L 5.0 6020) TOLUENE * ug/L 6.0 602(1 ) total XYLENES 60 ug/L 5.0 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 6020 ) 1 ,4 DICHLOROBENZENE * ug/L 6.0 602(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. ' A Metcalf & Eddy Technologies Company STA E CERTIFIED LABORATORY - MA097 H Y D R O S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 I DATE .REPORTED 12/12/88 YOUR P. 0. tt - HYDROSAMPLE NUMBER: 2685 SAMPLE IDENTIFICATION: Charter #6843, WELL-8 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION -------------------___LIMIT REFERENCE ANALYSIS BENZENE 200 ug/L 40 602(1 ) 12/06/88 CHLOROBENZENE * ug/L 40 602(1 ) ETHYL BENZENE 860 ug/L 50 602(1 ) TOLUENE 1800 ug/L 50 602(1 ) total XYLENES 5300 ug/L 50 602 0 ) 1 ,2 DICHLOROBENZENE * ug/L 60 602 0 ) 1 ,3 DICHLOROBENZENE * ug/L 50 602(1 ) 1 ,4 DICHLOROBENZENE * ug/L 60 602 0 ) NOTE: *, if present, indicates this psrainneter is below the limit of detection. (1 ) 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company ST TT ERTIFId LABO A RY - MAO97 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/02/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 DATE REPORTED 12/12/88 YOUR P. 0. tt HYDROSAMPLE NUMBER: 2686 SAMPLE 1 DENT i r i CAT 101'j: C'ar ter #6843, WELL-1 1 Hyannis,. MA MATRIX: Water in Glass COLLECTED BY: J. Smiegai --------------------------- ------------- ----------------------- --------- ------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION ______________________________LIMIT REFERENCE ANALYSIS --------- --------------------- BENZENE 97 ug/L 40 602(1) 12/06/88 CHLOROBENZENE e * ug/L 40 6020) ETHYL BENZENE 570 ug/L 50 602(l) - TOLUENE 1100 ug/L 50 602(1 ) total XYLENES 3400 ug/L 50 602(1) 1 ,2 DICHLOROBENZENE * ug/L 60 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 50 602(1) 1 ,4 DICHLOROBENZENE * ug/L 60 602(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STA CERTIFIED LABORATOR Y - MA097 H Y D R n g 0 P L E L A B U R A T 0 R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables ,CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 DATE REPORTED 12/12/88 YOUR P. 0. u S. Belin HYDROSAMPLE NUMBER: 2687 SAMPLE IDENTIFICATION: Charter #6843, WELL-12 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------------------------------------------------------------- BENZENE * ug/L 4.0 602(1 ) 12/06/88 CHLOROBENZENE * ug/L 4.0 602(1 ) ETHYL BENZENE * ug/L 5.0 602(1) TOLUENE * ug/L 5.0 602(1) total XYLENES * ug/L 5.0 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 6020 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602(1 ) NOTE: *, If present, indicates this parameter is below the limit of detection. (1 ) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company s tS9TE CERTIFIECY LABORATORY - MA097 H Y D R O S A M P LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company , 367 West Main Street, Northbor,o, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager . REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 DATE REPORTED 12/12/88 YOUR P. 0. tt S. Belin HYDROSAMPLE NUMBER: 2688 SAMPLE IDENTIFICATION: Charter 46843, WELL-13 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------- --------------------- BENZENE 120 ug/L 80 602(1) 12/06/88 CHLOROBENZENE * ug/L 80 602(1) ETHYL BENZENE * ug/L 100 602(1 ) TOLUENE 720 ug/L 100 602(1 ) total XYLENES 1900 ug/L 100 602(1) 1 ,2 DICHLOROBENZENE * ug/L 100 602(i) 1 ,3 DICHLOROBENZENE ug/L 100 602(1 ) 1 ,4 DICHLOROBENZENE * ug/L 100 6020 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STA E CERTIFIED LABORATORY - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 600 S. Faulkenburg Road DATE RECEIVED : 12/02/88 Tampa, FL 33619 DATE REPORTED : 12/16/88 YOUR P. 0. # HYDROSAMPLE NUMBER: 2689 SAMPLE IDENTIFICATION: Charter #6843, Well-14 Hyannis, MA MATRIX: Water in glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE 4000 ug/L 800 602(1) 12/07/88 CHLOROBENZENE * ug/L 800 602(1) ETHYL BENZENE 8900 ug/L 1000, 602(1) TOLUENE 60000 ug/L 1000 602(i) total XYLENES 140000 ug/L 1000 602(1) 1 ,2 DICHLOROBENZENE * ug/L 1000 602(1) 1 ,3 DICHLOROBENZENE * ug/L 1000 602(1) 1 ,4 DICHLOROBENZENE * ug/L 1000 602(i) NOTE: *, If present indicates this parameter is below the limit of detection. (1 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company kTTE C 41FIED , BORA ORY - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y - Division of Zecco Incorporated A etcaif & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL DATE REPORTED 12/12/88 YOUR P. 0. u HYDROSAMPLE NUMBER: 2690 SAMPLE IDENTIFICATION: Charter #6843, Well-17 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE * ug/L 4.0 602(1) 12/07/88 CHLOROBENZENE * ug/L 4.0 602(1 ) ETHYL BENZENE * ug/L 5.0 602(1 ) TOLUENE * ug/L 5.0 602(1 ) total XYLENES * ug/L 5.0 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602(1 ) NOTE: *, if present, Indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company 4 &ST E CERTIFIED iLABORATORY - MA097 r H Y D R 0 S A M P L E L A B OR A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (608) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 10/21/88 500 S. Faulkenburg Road DATE RECEIVED : 10/24/88 Tampa, FL DATE REPORTED : 10/27/88 YOUR P. 0. u HYDROSAMPLE NUMBER: 88-2274 SAMPLE IDENTIFICATION: Charter 46843, WELL INFLUENT Hyannis, MA MATRIX: Water In Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE * ug/L 4.0 602 0) 10/24/88 CHLOROBENZENE * ug/L 4.0 602(1) ETHYL BENZENE * ug/L 5.0 602(1) TOLUENE * ug/L 5.0 6020) total XYLENES * ug/L 6.0 602 0) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602 0) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602 0) NOTE: * Indicates below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company ST TE bCERTIFIfiI LABORATORY - MA097 1 . HYDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01632 Phone: (608)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 10/21/88 600 S. Faulkenburg Road DATE RECEIVED : 10/24/88 Tampa, FL DATE REPORTED : 10/27/88 YOUR P. 0. # HYDROSAMPLE NUMBER: 88-2273 SAMPLE IDENTIFICATION: Charter #6843, WELL EFFLUENT Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal -- ------------ ----- --- -- -" ----------- -------- ------- ----------- ------- -------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------------------------------------------------------ BENZENE * ug/L 4.0 602 0) 10/24/88 CHLOROBENZENE * ug/L 4.0 6020) ETHYL BENZENE * ug/L 5.0 602 0) TOLUENE * ug/L 5.0 602 0) total XYLENES * ug/L 6.0 602 0) 1 ,2 DICHLOROBENZENE * ug/L 5.0 6020) 1 ,3 DICHLOROBENZENE * ug/L 6.0 602 0) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602 0) NOTE: * Indicates below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company *TE CERTIFIE LABOR TORY - MA097 � I r - � H Y. D R O S A M P L E L A B OR A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies. Company 367 West Main Street, Northboro, MA 01632 Phone: (60813g3-7222 FAX: (600) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS TOTAL IRON AND MANGANESE CLIENT: Circle K Corporation DATE COLLECTED: 10/21/88 600 S. Faulkenburg Road DATE RECEIVED 10/24/88 Tampa, FL DATE REPORTED 11/04/88 YOUR P. 0. u HYDROSAMPLE NUMBER: 88-2273 SAMPLE IDENTIFICATION: Charter, #6843 Effluent Hyannis, MA MATRIX: Water in Plastic COLLECTED BY: J. Smiegal --------------=---------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION --------- ----________________LIMIT REFERENCE ANALYSIS --------------------- - ----------------------- IRON, total 0.076 mg/L 0.007 6010(1) 10/28/88 MANGANESE, total 0.008 mg/L 0.002 6010(1) NOTE: Sample was acid digested prior to analysis. (1) Test Methods for Evaluating Solid .Waste, SW-846, November 1986. HYDROSAMPLE, DIVISION OF ZECCO, INC. A Metcalf & Eddy Technologies Company VTEERTIFIED LABORATORY - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS TOTAL IRON AND MANGANESE CLIENT: Circle K Corporation DATE COLLECTED: 10/21/88 500 S. Faulkenburg Road DATE RECEIVED 10/24/88 Tampa, FL DATE REPORTED 11/04/88 YOUR P. 0. u a HYDROSAMPLE NUMBER: 88-2274 SAMPLE IDENTIFICATION: Charter, #6843 Influent Hyannis, MA MATRIX: Water In Plastic COLLECTED BY: J. Smiegal ----------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------------------------------------------------------------- IRON, total 4.7 mg/L 0.007 6010 0) 10/28/88 MANGANESE, total 0.060 mg/L 0.002 6010(1) - NOTE: Sample was acid digested prior to analysis. (1) Test Methods for Evaluating Solid Waste, SW-846, November 1986. HYDROSAMPLE, DIVISION OF ZECCO, INC. A Metcalf & Eddy Technologies Company STA CERTIFIED L BORATOR - MA097 ui Yip x '; a. ui N) 0 0 � �� cv �1 N • • a m w \ o J yob 6 Ix ¢- \ W. 6 Wklz ` J ,. F Mom`" �" �'• l •'�Y C ' l5 gtVR.„ g .f N vCD Il ft Il v W Z ` age75 s 5Ev a�`ri� 7-111 to r ", '.rs ? s &� ��//�� - \ ':kx'�.rrrt ��} .� r�� : ,mot'�",•��`, `' �� z ID ED @= G u y r z F3xa, .ski �•""-} 'Sa w, ' � \ 1-16 ['At o Agri � .�„�. ., „`-'PCs ✓=• \J'�'�,� ., ''' •..) .�-�vZr, ". w IN a cam_a..� - v c: _ 't-k`� d"..4..€c�.,' try.°^✓ '3.-'. Ix �• Page 1 �r ZECCO, INC. ENGINEERING DIVISION OCTOBER TO DECEMBER Quarterly Update From: 10-1-88 To: 12-31-88 Case SA-4-026 Client: CIRCLE K STATION - # 6843 (former Charter Station) Iyanough Road - Route 28 Site: Hyannis, MA Dates Monitored: 10-12-88, 10-26-88, 11-03-88, 11-22-88, 12-01-88, 12-12-88, 12-29-88 As reuuired cuarterly in the Discharge Permit #0-321, the following is a summary for the quality and quantity of effluent from the groundwater treatment system at the 'above referenced site, as well as an update of any work done or any other activities stemming from this site. During this interval the groundwater samples were collected from the specified monitoring wells and were analyzed via EPA Method 602 . Table 1 below summarizes the analytical results detected in the groundwater on December 1, 1988. ------------------------------------------------------------- Table I BTEX Levels in Selected Monitoring Wells in PPB Compound Well 1 Well 5 Well 7 Well 8 - Well 11 Well 12 Benzene nd 99 nd 200 97 nd Ethyl-B nd nd nd 860 570 nd Toluene nd 410 nd 1800 1100 nd Xylenes nd 860 60 5300' 3400 nd Totals nd 1369 60 8160 5167 nd Compound Well 13 -Well 14 Well 17 Influent Effluent Benzene 120 4000 nd nd nd Ethyl-B nd 8900 nd nd nd Toluene 720 60000 nd nd nd Xylenes 1900 140000 nd nd nd Totals 2740 212,900 nd nd nd nd = none detected NS = 'not sampled Page 3 Comments: The following maintenance and repairs took place during this activity period. 11-17-88 A meeting held in the DEQE Southeast Regional Office was held to discuss the scope of work required to address the recent showing of free product in some wells. Representatives from DEQE, GHR Engineering, Circle K Corp, and Zecco, Inc. were present. 11-22-88 Break in waterline observed. System shut down for repairs. 12-01-88 Desilted recovery well to discover 1 1/2 inches of silt to the well point. The well was not constructed as Groundwater Technology has described. 12-28-88 Installed new recovery system piping and electricity. Disposed of asphalt from trenching. GHR Engineering performed a Perk test while g g backhoe was on site. 12-29-88 Repiped discharge line from the bottom of air tower and influent line to top or tower. Installed flow meter and winterized system. ** New groundwater pump and recovery probe are to be functioning on 1-9-88. If you have any further questions regarding this matter, please don't hesitate to call me at (508) 393-2937 . Sincerely, ZECCO, INC. ustine Smiegal Hydrogeologist JWS/lmf enclosure cc: Director-Div. Water Pollution Control . Maria Remirez Steve Belin Hyannis Board of Health IPage 2 The influent and effluent were sampled on 10-21-88 when the system was still operating. Influent and effluent samples were also analyzed for total Iron and total Manganese. The following summarizes the results of the metal testing. -------------------------------------------------- --------- Parameter Description Influent Effluent Iron, total 4.7 mg/L 0.08 mg/L Manganese, total 0.06 mg/L 0. 008 mg/L ------------------------------------------------------------- In early October the flow rate was observed to be pumping at 20 gallons per minute (gpm) . By October 12, 1988 the average flow rate was down to 7.80 gpm. On October 26, 1988 the system was not pumping any water and broken piping was discovered. The depression pump had been pulsing greatly, explaining the low flow rate and the additional strain on the piping. An investigation into this problem (low yield) started with the recovery well. It was originally thought that the well silted in, but during desilting activities it was discovered that the recovery well installed by Groundwater Technology did not correspond to the well construction log. This well is screened to a total depth of 26' , not 32' as the log indicated. The flow rate has been reduced in half in order to reduce pulsing of the pump and prevent any free phase product to enter the air stripper. See comments below. Effluent Characteristics Actual Observed Final Discharge Limits Flow approx. 18 gpm 140 gpm Total Hydrocarbons nd ppb 100 ppb Benzene nd 5 ppb Toluene nd 20 ppb Total .Xylenes nd 20 ppb Ethyl Benzene nd 20 ppb ND = None Detected The table below summarizes the free product occurrences in wells at the site. ------------------------------------------------------------ _ Date Recovery Well MW-7 MW-13 9-14-88 nd nd 0. 06 feet 10-26-88 0.21 * FILM 11-03-88 0.33 FILM 0. 02 11-22-88 0.06- FILM FILM 12-01-88 ** FILM FILM ------------------------------------------------------------- * Not measured because well cap was in a 30'xl5'x4" puddle. ** Not measured because desilting process was underway. ------------------------------------------------------------- HYDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory 'Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 DATE REPORTED 12/12/88 YOUR P. 0. tt S. Belin HYDROSAMPLE NUMBER: 2682 SAMPLE IDENTIFICATION: Charter #6843, WELL-1 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ----PAR---AMETER-F-E-------------------RESULT----------UN----ITS---------DETECT----ION---------METHOD------DATE-----OF-- DESCRIPTIONLIMIT REFERENCE ANALYSIS BENZENE * ug/L 4.0 602(1) 12/05/88 CHLOROBENZENE * ug/L 4.0 602(1) ETHYL BENZENE * ug/L 5.0 602(1 ) T0-LUEN:C * ug/L 5.0 602(1 ) _. total XYLENES * ug/L 5.0 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company �[LABORATORY S TECERTIFI - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01632 Phone: (608)393-7222 FAX: (608) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Fauikenburg Road DATE RECEIVED : 12/02/88 Tampa, FL 33619 DATE REPORTED : 12/16/88 YOUR P. 0. HYDROSAMPLE NUMBER: 2683 SAMPLE IDENTIFICATION: Charter 46843, Well-6 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION ______________________________ LIMIT REFERENCE_ ANALYSIS BENZENE. 99 ug/L 40 602(1) 12/07/88 CHLOROBENZENE * ug/L 40 602(1) ETHYL BENZENE * ug/L 60 602(1) TOLUENE 410 ug/L 60 602(1) total XYLENES 860 ug/L 60 602(1) 1 ,2 DICHLOROBENZENE * ug/L 60 602(1) 1 ,3 DICHLOROBENZENE * ug/L 60 602(1) 1 ,4 DICHLOROBENZENE ug/L 60 602(1) NOTE: *, If present, Indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company kTO eETIFIED 4BORATORY - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01632 Phone: (508)393-7222 - FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 600 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL DATE REPORTED 12/12/88 YOUR P. 0. HYDROSAMPLE NUMBER: 2684 SAMPLE IDENTIFICATION: Charter #6843, Well-7 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------------------------------------------------------------- BENZENE * ug/L 4.0 602(1 ) 12/07/88 CHLOROBENZENE * ug/L 4.0 602(1 ) ETHYL BENZENE * ug/L 5.0 6020 ) TOLUENE ug/L 5.0 602(1 ) total XYLENES 60 ug/L 5.0 602(1 ) 1 ,2 DICHLOROBENZENE ug/L 6.0 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 6.0 602(1) 1 ,4 DICHLOROBENZENE * ug/L 6.0 602(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STA E CERTIFIED LABORATORY - MA097 HYDROSAMP LE LABORATORY Division of Zecco Incorporated - A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 1 DATE REPORTED 12/12/88 YOUR P. 0. tt HYDROSAMPLE NUMBER: 2685 SAMPLE IDENTIFICATION: Charter #6843, WELL-8 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------ ----------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE 200 ug/L 40 602(1 ) 12/06/8.8. CHLOROBENZENE * ug/L 40 602(1 ) ETHYL BENZENE 860 ug/L 50 602(1 ) TOLUENE 1800 ug/L 50 602(1 ) total XYLENES 5300 ug/L 50 602(1 ) i ,2 DICHLOROBENZENE * ug/L 60 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 50 602(1 ) 1 ,4 DICHLOROBENZENE * ug/L 50 602 0) NOTE: *, if present, - Indicates this parameter is below the limit of detection. (1 ) 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. A Met/calf & Eddy Technologies Company VE (i'JG�WUETIFIEd LABO A RY - MA097 S H Y D R 0 S A M P L E L A B O R A T O R Y Livision of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory .Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/02/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 DATE REPORTED 12/12/88 YOUR P. 0. tt HYDROSAMPLE NUMBER: 2686 SAMPLE IDENTIFICATION: Charter #6843, WELL-11 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ---- --------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION _ ____________________LIMIT REFERENCE ANALYSIS BENZENE 97 ug/L 40 602(1 ) 12/06/88 . CHLOROBENZENE e * ug/L 40 6020 ) ETHYL BENZENE 570 ug/L 50 602(1 ) TOLUENE 1100 ug/L 50 602(1 ) total XYLENES 3400 ug/L 60 602(1) 1 ,2 DICHLOROBENZENE * ug/L 50 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 50 602(1) 1 ,4 DICHLOROBENZENE ug/L 60 602(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company R - MA097 STA CERTIFIED LABORATORY H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01632 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT- OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 DATE REPORTED 12/12/88 YOUR P. 0. u S. Belin HYDROSAMPLE NUMBER: 2687 SAMPLE IDENTIFICATION: Charter 46843, WELL-12 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: -J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE * ug/L 4.0 602(1) 12/06/88 CHLOROBENZENE * ug/L 4.0 602(1) ETHYL BENZENE * ug/L 5.0 602(1) TOLUENE * ug/L 5.0 602(1 ) . total XYLENES * ug/L 6.0 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,4 DICHLOROBENZENE ug/L 6.0 602(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company S •Tt CERT i F i EU LABORATORY -V �!,"+0^� H Y D R 0 S A M P L E L A B O R A T O R Y - Division of Zecco Incorporated A Metcalf & Eddy Technologies Company ,- 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL 33619 DATE REPORTED 12/12/88 YOUR P. 0. S. Belin HYDROSAMPLE NUMBER: 2688 SAMPLE IDENTIFICATION: Charter #6843, WELL-13 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------_------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS -------------------------------------- --------------------- BENZENE 120 ug/L 80 602(1 ) 12/06/88 CHLOROBENZENE * ug/L 80 602(1) ETHYL BENZENE * ug/L 100 602(1 ) TOLUENE 720 ug/L 100 602 0) total XYLENES 1900 ug/L 100 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 100 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 100 602(1 ) 1 ,4 DICHLOROBENZENE * ug/L 100 602(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company tl �Ator 41 jl/)A_ STA E CERTIFIED LABORATORY - MA097 H Y D R 0 S A M P L E L A B 0. R AST 0 R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (608)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 600 S. Fauikenburg Road DATE RECEIVED : 12/02/88 Tampa, FL 33619 DATE REPORTED : 12/16/88 YOUR P. 0. tt HYDROSAMPLE NUMBER: 2689 SAMPLE IDENTIFICATION: Charter e6843, Well-14 Hyannis, MA MATRIX: Water in glass COLLECTED BY: J. Smiegal - PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION __________LIMITREFERENCEANALYSIS ---------------------------------- BENZENE 4000 ug/L 800 602(i) 12/07/88 CHLOROBENZENE * ug/L 800 602 0) ETHYL BENZENE 8900 ug/L 1000 602 0 ) TOLUENE 60000 ug/L 1000 602(1) - total XYLENES 140000 ug/L 1000 602(1) 1 ,2 DICHLOROBENZENE * ug/L 1000 602 0) 1 ,3 DICHLOROBENZENE * ug/L 1000 602(1) 1 ,4 DICHLOROBENZENE * ug/L 1000 602 0) NOTE: *, If present Indicates this parameter is below the limit of detection. (1 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company �/ T. TE CRtTIF ED • BORA ORY - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 12/01/88 500 S. Faulkenburg Road DATE RECEIVED 12/02/88 Tampa, FL DATE REPORTED 12/12/88 YOUR P. 0. u HYDROSAMPLE NUMBER: 2690 SAMPLE IDENTIFICATION: Charter #6843, Well-17 Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------------------------------------------------------------- BENZENE * ug/L 4.0 602(1 ) 12/07/88 CHLOROBENZENE * ug/L 4.0 602(1 ) ETHYL BENZENE * ug/L 5.0 602(1) TOLUENE * ug/L 5.0 602(1 ) total XYLENES * ug/L 5.0 602(1 ) 1 ,2 DICHLOROBENZENE ug/L 5.0 602(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602(1 ) NOTE: *, if present, Indicates this .parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company ST E CERTIFIED LABORATORY - MA097 HYDROSAMP L E LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 0.1532 Phone: (608)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 10/21/88 600 S. Faulkenburg Road DATE RECEIVED : 10/24/88 Tampa, FL DATE REPORTED : 10/27/88 YOUR P. 0. u HYDROSAMPLE NUMBER: 88-2274 SAMPLE IDENTIFICATION: Charter #6843, WELL INFLUENT Hyannis, MA MATRIX: Water In Glass COLLECTED BY: J. Smlegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION. ------------------------------- REFERENCE ANALYSIS -------------- ----------- -------- BENZENE * ug/L 4.0 602(1) 10/24/88 CHLOROBENZENE * ug/L 4.0 602(1) ETHYL BENZENE * ug/L 6.0 602(1) TOLUENE * ug/L 5.0 602(1) total XYLENES * ug/L 6.0 602(1) 1 ,2 DICHLOROBENZENE * ug/L 6.0 602(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602(1) NOTE: * indicates below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZE000, INC. A Metcalf & Eddy Technologies Company ST TE bCERTIFI LABORATORY - MA097 HYDROSAMPLE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01632 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 10/21/88 500 S. Faulkenburg Road DATE RECEIVED : 16/24/88 Tampa, FL DATE REPORTED : 10/27/88 YOUR P. 0. HYDROSAMPLE NUMBER: 88-2273 SAMPLE IDENTIFICATION: Charter #6843, WELL EFFLUENT Hyannis, MA MATRIX: Water In Glass COLLECTED BY: J. Smiega_I PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION ______________________________ _LIM _ IT REFERENCE_ ANALYSIS ------------ ------- BENZENE ug/L 4.0 602 0) 10/24/88 CHLOROBENZENE * ug/L 4.0 6020) ETHYL BENZENE * ug/L 5.0 6020) TOLUENE * ug/L 5.0 602(1) total XYLENES * ug/L 5.0 602 0) 1 ,2 DICHLOROBENZENE * ug/L 5.0 6020) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602 0) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602 0) NOTE: * Indicates below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company *TE CERTIFIEd LABOR TORY - MA097 HYDROSAMP L E LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS TOTAL IRON AND MANGANESE CLIENT: Circle K Corporation DATE COLLECTED: 10/21/88 500 S. Faulkenburg Road DATE RECEIVED 10/24/88 Tampa, FL DATE REPORTED :11/04/88 YOUR P. 0. tt HYDROSAMPLE NUMBER: 88-2273 SAMPLE IDENTIFICATION: Charter, #6843 Effluent Hyannis, MA MATRIX: Water in Plastic COLLECTED BY: J. Smiegal --------------------------- ----------------------------------------------- PARAMETER RESUL-----T UNITS DETECTION METHOD DATE OF DESCRIPTION ____LIMIT REFERENCE ANALYSIS ------------------------------------- --------------------- IRON, total O.075 mg/L 0.007 6010(1) 10/28/88 MANGANESE, total 0.008 mg/L 0.002 6010(1) NOTE: Sample was acid digested prior to analysis. (1) Test Methods for Evaluating Solid Waste, SW-846, November 1986. HYDROSAMPLE, DIVISION OF ZECCO, INC. A Metcalf & Eddy Technologies Company ^TECERTIFIED LABORATORY - MA097 f H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS TOTAL IRON AND MANGANESE CLIENT: Circle K Corporation DATE COLLECTED: 10/21/88 500 S. Faulkenburg Road DATE RECEIVED 10/24/88 Tampa, FL DATE REPORTED 11/04/88 YOUR P. 0. HYDROSAMPLE NUMBER: 88-2274 SAMPLE IDENTIFICATION: Charter, #6843 Influent Hyannis, MA MATRIX: Water in Plastic COLLECTED BY: J. Smiegal ---------- PARAMET--ER---------------RESULT-----------------UNITS---------DETECTION----------METHOD---------D-ATE----OF-- DESCRIPTIONLIMIT REFERENCE_ ANALYSIS IRON, total 4.7 mg/L 0.007 6010 0) 10/28/88 MANGANESE, total 0.060 mg/L 0.002 6010 0) NOTE: Sample was acid digested prior to analysis. (1) Test Methods for Evaluating Solid Waste, SW-846, November 1986. HYDROSAMPLE, DIVISION OF ZECCO, INC. A Metcalf & Eddy Technologies Company j STA CERTIFIED L BORATOR - MA097 :7 Ir ui LU LU .0) P,T r ui CD CD CD ci cc C, ui Ww cc 61 *W4 4'i wi V4� AMU i,� AM IN 73E.- J, "A ��E R 41 VIC) N "MO&MI, RM B U3 WMV gg lk LO C0 M 0 , ,oFn 1 :Tt I I 44 we" @=CD --Qz Rao IL z F-g Z on mz CEE� Af Z) LU cc HYDROSAMPLE DIVISION OF ZECCO, INC. BILL TO: �V Y�Il►�� /� t o C�� guff I, ° O OD . D 5W r t k{ ;) ILL) «I C�aaDa 0� � C� � � ;. SITE LOCATION: y / i� COLLECTED BY: CUSTOMER P.O. i` C 17 C HYDROSAMPLE 0', "� ` x : x, `. 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TE87 REQUEBTED:.. :�. i _._. rs :.xi z �}"` .Y� _,�, i"x �„„.:'tom_, t s tft'. T-7 AM 19 PM TEST REQUESTED: COMMENTS: c ''.,:. �...g... - .,� : "t _,o. �_... •r'..-n ..-.,�km:;s €}'+o-...,.,.. k.:., ..v:::. }.� AM .Y:' `,j-` "'t. K a <�: m. �"`', �•- ,.:.�?,_. - :...eve <.r..:, :.:_ �;�_ dr..r. ,.. ,,-:.�: ae 'e,--d.,.. �... PM :.sE..:.. '.,� ,a�;.:c-. i-z.�w'✓... .a =<§,-� ,=e �?.>x.,, _w ,. .w .. -....:. - -. ,..a,�z 'i�s^-.:::,x;s,.,w € •.: s?+�5,-,.r �zlt:�.,.. .� �..,.,z�: -.., �.5COMMEHTB:'� .�, _ 5..,..# . -.G, ,r,w'. .-.r' .. ..T�x �., x � .,. •. i'„r i�.. .,.:,•L, `�� ,:. ._,.. ,.. ,.._,. n. ,. _. .. , pia i }r. .�i� sry .°" .z:S'.P;o. ,. .< k.:.r. a ;.•^t .A .U aa. x.q,ev. t a .k .Y,. �.x24 .�a��r.'*�':'�`::3�x ..t�...R, �'��s.F<:ra=.` aa •�`. s.mws�'�r a,:_' f�.°,a-a.�n,:�.3w�,.,�;sxs�wn Ta:;s:..�se.„�`:�}a,T.<'K.w_:s":. :;,""-,. y?.� r....« , AM 19 i PM . 3 TEST REQUESTED: COMMEHT8: AM PM 'n3 =".v ti;., z.'5* ��.+,a. �r. '*1 ARM, �s -:. s hct' '-Qr t ^' i -.• :S. ti3!.r e a:sr s K yx TEST REQUESTED;, °4...:� # �.3 ;;�_r _^,d'<a•,;`max=.s.t-,�,.:�.-..,.�' :n.„ RELINQUISHERL� RECEIVED 8 DATE: TIME: ;Olt7 C�E 19 PM ` AM 19 PM AM 19 PM DANIEL S.GREENBAUM Commissioner GILBERT T.JOLY January 15, 1991 Regional Director C 0 John F. Shields RE: BARNSTkBLE--WSC/SA-4-0026 121 East Bay Road Charter Station #6843 Osterville, Massachusetts 02655 258 Iyanough Road, NOTICE OF RESPONSIBILITY/PRIORITY DISPOSAL SITE, M.G.L. , . C. 21E and 310 CMR 40. 000 Dear Sir: The Department of Environmental Protection., Bureau of Waste Site Cleanup, (the "Department") , has determined that an area including the grounds at 258 Iyanough Road, Hyannis, Massachusetts (the "Site") , .is a confirmed disposal site within the meaning of the Massachusetts Oil and Hazardous Material Release Prevention and Response Act (M.G.L. , C. 21E) . The assessment and cleanup of disposal sites is governed by M.G.L. , C.21E, and by 310 CMR 40. 000, The Massachusetts Contingency Plan (the "MCP") . BACKGROUND The Department was first notified of the presence of gasoline related compounds in ground water at the Site on July 24, 1985. Subsequently, the Department, on January 28, 1986, issued a Notice of Responsibility (NOR) to Old Colony Petroleum Company, the operator of the Site at the time of the release. The Site was first listed on January 15, 1987, as a confirmed priority disposal site (the Site is located within the zone II of several public water supply wellfields) . On August 28, 1986, the Department approved the installation of a ground water treatment system. On February 1989, the system was upgraded to include a second recovery well and a product recovery pump since free floating product was detected. On February 24, 1989, the Circle K Corporation (hereafter Circle K) ,was issued a NOR as the new operator of the Site. On November 1989, Circle K replaced the underground gasoline storage tanks and removed 928. 5 tons of contaminated soils to BFI under a bill of lading. Recycled Paper -2- On December 13, 1990, The Department was notified by Circle K of the presence of 2 ' of free product in the new recovery. well. The source of this release has not been identified. Zecco, Inc. , Circle K's consultant, during a telephone conversation with Department personnel, on December 27, 1990, indicated that Circle K had the new tanks tested and were found to be tight. However, 1, 000 gals. of water were pumped from one of the tanks. It is Zecco' s opinion that rain water infiltrated into the tank through a loose cap. Additional work is needed to determine the source of this new release. STATUTORY LIABILITIES The Department has reason to believe that _you, as owner of the property located at 258 Iyanough Road, Hyannis, Massachusetts, are a potentially responsible party (a "PRP") with liability under M.G.L. , C. 21E, Section 5, . for response action costs. Section 5 makes the following parties liable to the Commonwealth: current owners or operators of a site where oil or hazardous materials are located; any person who owned or operated a site at the time hazardous material was stored or disposed- of; any person who arranged for the transport, disposal, storage or treatment of hazardous material to or at a site; any person who transported hazardous material to a transport, disposal, storage or treatment site from which there is or has been a release or threat of release of such material; and any -person who otherwise caused or is legally responsibile for a release or threat 'of release of oil or hazardous materials at . a site. This liability is strict, meaning it is not based on fault but solely on your status as an owner, operator, generator, transporter or disposer. It is also joint and several, meaning that you may be liable for all response action costs incurred at the site, regardless of the existence of any other liable parties. You may be liable for up to three (3) times all response action costs incurred by the Department. Response action costs include the cost of direct hours spent by Department employees arranging for response actions or overseeing work performed by PRPs or their contractors, expenses incurred by the . Department in support of those direct hours, and payments to-the Department's contractors For more detail on cost liability, see 310 CMR 40. 600: Cost Recovery. - 3 - The Department may also assess interest on costs incurred at the rate of twelve percent (12%) , compounded annually. To secure payment of this debt, the Commonwealth may place liens on all of your property within the Commonwealth. To recover the debt, the Commonwealth may foreclose on these liens or the Attorney General may bring legal action against you. In addition to your liability for up to three (3) times all response action costs incurred by the Department, you may also be liable to the Commonwealth for damages to natural resources caused by the release. Additionally, penalties may be imposed under M.G.L. , C. 21E, Section 11 and other laws for each violation of M.G.L. , C. 21E or other laws, or, under M.G.L. , C. 21A, Section 16, for violations of C. 21E, and other statutes, regulations, orders or approvals. The Department encourages PRPs to take response actions at sites. . By taking the necessary response actions, you can avoid liability for costs incurred by the Department' s contractors in performing these actions. If you do not take the necessary response actions, or fail to perform them in an appropriate or timely manner, the Department is authorized ,by M.G.L. , C. 21E to have the work performed by its contractor. DETERMINATIONS The Department has made the following determinations: This Site has been classified as a priority disposal- site pursuant to 310 CMR 40. 544 (2) (b) and (c) . Because the Site is a priority site, any additional work at this site requires Department approval pursuant.to 310 CMR 40. 531. NECESSARY SITE ACTIONS At this time, the product recovery/ground water treatment operation constitutes a Short Term Measure (STM) under 310 CMR 40.542 . A Phase II and possibly Phases III and IV of the MCP need to be implemented at the site. You and your agents must continue to evaluate the need for additional STMs as defined in 310 CMR 40.542F_ and notify the Department immediately if an "imminent hazard" exists at the Site. You must submit a proposal to perform the STM if one is deemed , necessary. No STM may be commenced without prior Department approval. This evaluation must continue throughout the assessment process for this Site. 4 - Depending on the outcome of the necessary site action(s) listed above, the Department may require additional investigations, studies and actions. If you fail to perform these tasks in accordance with the provisions of the MCP, the Department may perform the response actions. The Department requires a written response within fourteen (14) days of your receipt of this Notice indicating whether you intend to take the actions outlined above. Your cooperation in this matter is appreciated. If you have any further questions, please contact Maria Pinaud at (508) 946- 2869 . All future communications regarding this site must reference the site number WSC/SA-4-0026. Very truly yours, M rk J Begl , Ch' ef Site Remediation Section B/MP/rr CERTIFIED MA-IL #P253 147 793 RETURN RECEIPT REQUESTED cc: DEP - BWSC - Boston - DEP - DATA ENTRY - SERO DEP - OGC - Boston ATTN: Donald Nagle Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 ATTN: Tom McKean, Hazardous Waste Coordinator Town of Barnstable 367 Main Street Hyannis, MA 02601 ATTN: Warren Rutherford, Town Manager Hyannis Fire Department ) Fire Prevention Hyannis, MA 02601 5 cc: Attorney General's Office Environmental Protection Division One Ashburton Place 19th Floor Boston, MA 02108-1698 ATTN: Judy Saltzman Circle K Corporation 1230 Furnacebrook Parkway Quincy, MA 02169 ATTN: Patrick Shean r r _ a *Ate , Daniel S.Greenbaum �/ DE Commissioner NOW IS Gilbert T.Joly �Q .// J� THE DEPARTMENT OF Regional Director Gel � i�C77ON November 2, 1990 -copy. Old Colony Petroleum Co. , Inc. RE: SMAPCD--BARNSTABLE-- 500 South Falkenburg Road Section 7. 02, Plan Tampa, Florida 33619 Approval No. 4P90042, Modification Request, Action E-W3 , Former Old Colony Service Station, 258 Iyanough Road, Hyannis ATTENTION": Mr. Steve Belin Regional Environmental Director Gentlemen: The Department of Environmental Protection, Division of Air Quality Control, is in receipt of a communication, made on your behalf .by M&E/Zecco, Inc. , received July 27, 1990, requesting permission to modify plan approval No. 4P90042 by changing the frequency that the carbon canisters will be monitored and replaced at the former Old Colony Service Station located at 258 Iyanough Road, Hyannis, Massachusetts. The request specifically asks for permission to perform carbon bed effluent sampling and analysis using an Hnu meter bi- weekly to determine if carbon breakthrough has occurred on the primary carbon units at this clean up site. The. Department, based on its review of the information provided, approves of the proposed modification subject to the following provision: 1. Provision #4 of the plan approval shall be modified to read: Original Printed on Recycled Paper - 2 - 4 . .The effluent from the primary carbon unit shall be tested bi-weekly for carbon breakthrough using an Hnu meter. The primary carbon units shall be replaced when breakthrough is identified. This should insure that carbon breakthrough of the secondary carbon units will not occur while the system is .unattended. Should you have any questions pertaining to this communication, please contact Alan S. Pickering at the Regional Office. Very truly yours, a-.- Vauglf6n M. Steeves, Chief Air Quality Control Section S/ASP/sh cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 DEP/DAQC ATTN: Program Implementation Branch Ylzel � Daniel S.Greenbaum Commissioner YQG�R?�LQ/?i Gilbert T.Joly �Zal�o �O/ 023117 Regional Director .947-1,9S), ON February 24 , 1989 CO J The Circle K Corporation RE: BARNSTABLE--OIR/SA-4-026 - 3 !� NOTICE OF RESPONSIBILITY, ATTENTION: Steve Belin, Regional. Phase II Scope of Work Environmental Director M.G.L. , Chapter 21E 310 CMR 40.000 Gentlemen: The Department of Environmental Quality Engineering received notification that The Circle K Corporation has purchased Charter Marketing Company, owner of the Old Colony Station. This letter is intended to inform The Circle K Corporation of its liability and to outline the necessary response action needed at the site due to the existence of gasoline in the environment in and around the Old Colony site located at 258 Iyanough Road in Hyannis, Massachusetts. This situation constitutes a release and a continuing threat of release of oil and hazardous materials at and from the site. The prevention and mitigation of such release and threat of release is governed by M.G.L. , Chapter 21E, the Massachusetts Oil and Hazardous Material Release, Prevention and Response Act (hereinafter, M.G.L. c. 21E) and by 310 CMR 40.000, the Massachusetts Contingency Plan (hereinafter, the MCP) . Based upon the available information, the Department has reason to believe that The Circle K Corporation is a party with liability under M.G.L. , c. 21E, Section 5. Massachusetts General Laws, c. 21E, Section 5 provides that parties responsible or liable to the Commonwealth for costs incurred at or relative to the site by the Commonwealth include: current and past owners and/or operators of a site; any person who transported, stored, disposed of or treated hazardous materials to or at the site; or any person who in any way caused the release or threat of release of oil or hazardous materials. The nature of this liability is joint and several and without regard to fault. The Department is authorized pursuant to M.G.L. , c. 21E, Sections 3A (j) and 4 to take such response actions at the site as it deems necessary should The Circle K Corporation fail to respond to these releases in an appropriate and timely manner. Any response actions taken by the Department will be dictated by the individual characteristics of the site and by the time lines -set out-in M.G.L. , : c.- 21E,-- Section 3A and the -.MCP. Mr } :} �: ,. °a s a� �� i� _ Y�.��..:•M y ¢1 ...3. / S.?f �..�•� J ��R � I -2- Under M.G.L. , c. 21E, The Circle K Corporation may be liable for up y response to three times the cost of an and all actions conducted by the Department due to the release, including all contract and administrative costs. If The Circle K Corporation fails to reimburse the Department for its response actions, the Department may place a lien on all of its property in the Commonwealth. The Commonwealth may choose to foreclose on that property in order to satisfy the lien or it may choose to instruct the Attorney General of the Commonwealth to recover the debt or any part of it in a court action against The Circle K Corporation. The Circle K Corporation' s liability may also include damages for any injury to or for destruction or loss of natural resources resulting from the release. Additional liability may be imposed under M.G.L. , c. 21E, Section 11 in the form of fines or penalties for each violation of Chapter 21E. Upon reviewing the existing records, the site has been classified as being in Phase II - Comprehensive Site Assessment, 40.545 of the MCP. The gasoline recovery/ground water treatment operation currently being performed at the site constitutes a Short Term Measure as defined in 40.542 of the MCP. Additional Phase II activities are necessary in order to comply with the MCP. At the November 17, 1988 , meeting, you indicated to the Departmen that The Circle K Corporation intends to take the necessary response actions in lieu of the Department, and agreed to proceed with the already approved tasks (refer to the Department' s September 15, 1988 , letter) . These tasks include the addition of a dual pump to the system, the - relocation of the recharge gallery, the installation of a second recovery well and the removal of the underground storage tanks. In addition, you agreed to perform the tasks necessary to complete 310 CMR 40.545, Phase II-Comprehensive Site Assessment. The Department has received the monthly and quarterly status reports prepared by Zecco, Inc. , as required by the ground water discharge permit # 0-321. In addition, on December 8 , 1988 , the Department received the letter report prepared on your behalf by GHR Engineering Associates,. Inc. (GHR) . The purpose of the letter was to inform the Department of recent activities that took place at the site and to propose additional tasks . The Department approves of GHR' s propossed tasks as submitted. According to the reports, the recovery well construction was discovered to be different than the installation specifications submitted by Groundwater Technology. Your consultant is required to evaluate the performance of the recovery well as built, and, if necessary, the need of a new recovery well to replace it. Also, submit to the Department the specifications of the recovery system as built, including all the recent modifications to the system. As a party liable for the release at the site, the Department requires that you, on behalf of The Circle K Corporation, take the steps outlined below. 1. Provide the Department, within 10 days of your receipt hereof, with a written confirmation of your intent to cooperate with the Department in cleaning up the. .site. r -3- 2. Provide the Department with a report documenting the work performed as approved in the September 15, 1988 , letter, the specifications of the recovery system, the additional tasks propossed by GHR in the December 8 , 1988 , letter report, and any pertinent .information. This report shall be submitted to the Department within 60 days of your receipt hereof . 3. As discussed in the November 17 , 1988 , meeting, your consultant shall submit for review and approval prior to implementation, within 30 days of your receipt hereof, a scope of work in order to complete all items listed under 310 CMR 40.545 of the MCP, Phase II - Comprehensive Site Assessment. The scope of work must address the items by specific MCP reference under 40.545 (2) . (a) A plan to perform the Phase II Activities needed to complete 40 .545 (3) . (c) A schedule for implementation of the tasks needed to complete Phase II - Comprehensive Site Assessment. (d) A sampling plan for all media (soils, water, air) and analytical protocols. (e) A quality assurance/quality control plan; and (f) A health and safety plan, including measures to safeguard nearby residents. Unless justification is provided for their exclusion, additional Phase II activities at and near the site must be addressed as required by the MCP. Sections that must be addressed are listed below by specific MCP reference under 40.545 (3) . (a) Investigation of Physical Site Characteristics. 1. Determine the geographical coordinates (Universal Transverse Mercator and latitude and longitude) . 3. Gauge ground water elevations and prepare a current ground water (and contaminant plume) contour map. Items 10. , 11. and 12. need to be further addressed. (b) Identification of Source and Release. 1. The sources of all releases. 2. Although extensive sampling has been performed at the site, the horizontal extent of petroleum hydrocarbons in the ground water down gradient of the site is uncertain. Therefore, delineate the extent of dissolved volatile organic compounds (VOCs) contamination in the ground water at the site. 3. The estimated volume of contaminated ground water, soils or other material. r r -4- Items 4. , 5. and 6. need to be further addressed. (d) Identification of Exposure Points and Determination of Exposure Point Concentrations, all items need to be further addressed. . (e) Identification of Background levels of oil or Hazardous Materials, this item needs to be addressed. Af) The results of Phase II shall be provided as stated in this section. (g) Characterization of Risk of Harm to Human Health, all items need to be addressed. (h) Characterization of Risk of Harm to Safety, Public Welfare, and the Environment, all items need to be addressed. (i) When No Further Remedial Response Action is Necessary, all items need to be addressed. (j) Requirements When a Remedial Action is Necessary, all items need to be addressed. The Phase II Report should be presented as indicated in 40.545 (4) of the MCP. Be advised that the site has been placed on the Massachusetts Hazardous Waste Site List in accordance with M.G.L. , c. 21E, Section 3A, resulting in the tracking of the progress of this site by the Department. If further guidance is needed, Department personnel will be available to meet with you and your consultant upon request. Should you have any questions regarding this matter, please contact Maria Ramirez at 947-1231 extention 680. In any correspondence to this office, please refer to case OIR/SA 4-026. The Department looks forward to your cooperation in cleaning up the site. Very truly yours, Gerald A. Monte, Ac Chief Site Assessment Secti n M/MR/kd CERTIFIED MAIL #P806655090 RETURN RECEIPT REQUESTED . cc: OIR - Boston Site Assessment 1 -5- , cc: Hazardous Waste Coordinator Town Hall Main Street Hyannis, MA 02601 GHR Engineering 109 Rhode Island Road Lakeville, MA 02347 ATTN: Joseph Salvetti Zecco, Inc. 345 West Main Street Northboro, MA 01532 ATTN: Justine Smiegal Barnstable Water Company 47 Old Yarmouth Road P.O. Box 326 Hyannis, MA 02601 ATTN: George Wadsworth DWPC-Boston Ground Water Discharge Permit Section SERO-DAQC ATTN: Allan Pickering f S. Russell Sylva Commissioner �Za<sE�Rclle v ital aZ e �A7jjcru e,93,17 947-1-991, 6,?0-6,Y1 > <,kY November 21 , 1986 Old Colony Petroleum Co. RE: BARNSTABLE--Incident Response 21 West Church Street Site Assessment--(Location No. 6843) One Charter Plaza 258 Iyanough Road, Massachusetts Jacksonville, Florida 32202 General Laws, Chapter 21E ATTENTION: Mr. John Dow Gentlemen: The Department of Environmental Quality Engineering (DEQE) has scheduled a meeting for December 4, 1986, at 10:30 a.m. at the DEQE Southeast Regional Office, Lakeville Hospital , Lakeville, Massachusetts. The purpose of the meeting is to discuss the status of the remedial response actions proposed for the above-referenced site. If there are any questions concerning this matter, please contact Mr. John Blundo at the above-listed telephone number. Very truly yours, t Gera d A. Monte, Ac ing CT hie and Hazardous Waste sec ion M/JB/rr cc: Office of Incident Response Boston Hazardous Waste Coordinator Town Hall Hyannis, MA 02601 - t GHR Engineering Co. 75 Tarkiln Hill Road New Bedford, MA 02745 ATTN: Joseph Salvetti Mr. John F. Shields 121 East Bay Road Osterville, MA 02655 -2- cc: Day, Berry & Howard One Post Office Square Boston, MA 02209 ATTN: David Broughel Esq. DWPC - Groundwater Permits Section ATTN: Clint Watson DWPC - SERO ATTN: Philip Ripa DAQC - SERO ATTN: Vaughan M. Steeves Mr. Dennis D'Amore DWS - Boston DEQE - SERO ATTN: Robert Fagan DEQE - Legal Counsel ATTN: Anne Bingham Oil Recovery Systems, Inc. 1420 Providence Highway, Suite 128 Norwood, MA 02062 ATTN: Mark Kresge Barnstable Water Co. P.O. Box 326 47 Old Yarmouth Road Hyannis, MA 02601 ATTN: Mr. Norman C. Nault � I k ylzel I ky S. Russell Sylva Commissioner Gilbert T.Joly Regional Environmental Engineer -2a R� `) 9.47-123l, (vxt 680-684 December 19, 1986 Settles Glass Companies, Inc. RE: BARNSTA=L—OIR/SA-4-692 Post Office Box 545 Old Colony, 258 Yanough Road, Quincy, Massachusetts 02169 Massachusetts General Laws, Chapter 21E ATTENTION: Mr. Richard Settles Gentlemen: This letter concerns the release and threat of release of gasoline from the above-referenced site, to which your property either abuts or is located near. Current indications are that gasoline contaminants in the ground water are migrating away from the site, causing contamination of ground water in surrounding areas. Old Colony has contracted with GM Engineering Associates Inc., to perform remedial actions at the site, including assessment of the extent and nature of ground water contamination. As you know from previous correspondence, GHR Engineering and Old Colony require access to your property to install and maintain ground water monitoring wells and equipment. GHR Engineering and Old Colony will contact you directly to discuss the details of this work if you agree to allow them to install the wells on your property. If you do not agree, it may be necessary for the Department to notify you of your potential liability under M.G.L. Chapter 21E due to the continuing release of gasoline in the ground water beneath your property; the presence of which makes your property part of the site-M.G.L. Chapter 21E, Section 5(a)(1). In that event, you would be asked to install the monitoring wells at your own expense. Should you refuse to install the wells, the Department would then be forced to enter your property with its own contractors to install and maintain the wells under authority of M.G.L. Chapter 21E, Sections 4 and 8, and may thereafter seek to recover from you the costs which it incurs in doing so (M.G.L. Chapter 21E, Section 5). The Department greatly desires to resolve this issue in an amicable fashion and to respond to any questions you may have. Nevertheless, assessment of the nature and extent of ground water contamination is essential to implementation of the cleanup mandate of M.G.L. Chapter 21E; a matter which the Department cannot disregard. Please respond to this letter, stating your intentions, within ten days upon receipt of this letter. ry r -2- If you have any questions regarding this matter, please contact Mr. John Blundo of this office. Very truly yours, Gerald A. Monte, cting of Solid and Hazardous Waste Section M/JB/re CERTIFIED MAIL P626 614 435 RETURN RECEIPT REQUESTED cc: Office of Incident Response Boston Hazardous Waste Coordinator Town Hall Hyannis, MA 02601 GHR Engineering Co. 75 Tarkiln Hill Road New Bedford, MA 02745 ATTN: Joseph Salvetti Day, Berry & Howard One Post Office Square Boston, MA 02209 ATTN: David Broughel, Esq. DWPC - Groundwater Permits Section ATIN: Clint Watson DWPC - SERD ATIN: Philip Ripa DEQE - Legal Counsel ATTN: Anne Bingham Oil Recovery Systems, Inc. 220 Norwood Park . South Norwood, MA 02062 ATIN: Mark Kresge Barnstable Water Co. P.O. Box 326 ` 47 Old Yarmouth Road Hyannis, MA 02601 ATTN: Mr. Norman C. Nault i Jlzel rcmmv4�� S. Russell Sylva �P4f�2�?� �i2l2lf /2�� l4!/2l�i Commissioner e.JC�GG�%GeGCa.Ii e�.i��BL�CI�i?i O Gilbert T.Jol 7 Y Regional Environmental Engineer 02S 7 91<7-�23�, C�.xt 680-681< December 19, 1986 Mr. John F. Shields RE: BARNSTABLE--OIR/SA--4-692 121 East Bay Road Old Colony, 258 Yanough Road, Osterville, MA 02655 Massachusetts General Laws, Chapter 21E Dear Mr. Shields: This letter concerns the release and threat of release of gasoline from the above-referenced site, to which your property either abuts or is located near. Current indications are that gasoline contaminants in the ground water are migrating away from the site, causing contamination of ground water in surrounding areas. Old Colony has contracted with GHR Engineering Associates Inc., to perform remedial actions at the site, including assessment of the extent and nature of ground water contamination. As you know from previous correspondence, GHR Engineering and Old Colony require access to your property to install and maintain ground water monitoring wells and equipment. GM Engineering and Old Colony will contact you directly to discuss the details of this work if you agree to allow them to install the wells on your property. If you do not agree, it may be.necessary for the Department to notify you of your potential liability under M.G.L. Chapter 21E due to the continuing release of gasoline in the ground water beneath your property; the presence of which makes your property , part of, the site-M.G.L. Chapter 21E, Section 5(a)(1). In that event, you would be asked to install the monitoring wells at your own expense. Should you refuse to install the wells, the Department would then be forced to enter your property with its own contractors to install and maintain the wells under authority of M.G.L. Chapter 21E, Sections 4 and 8, and may thereafter seek to recover from you the costs which it incurs in doing so (M.G.L. Chapter 21E, Section 5). The Department greatly desires to resolve this issue in an amicable fashion and to respond to any questions you may have. Nevertheless, assessment of the nature and extent of ground water contamination is essential to implementation of the cleanup mandate of M.G.L. Chapter 21E; a matter which the Department cannot disregard. Please respond to this letter, stating your intentions, within ten days upon receipt of this letter. I -2- If you have any questions regarding this matter, please contact Mr. John Blundo of this office. Very truly yours, -te < /v ra d A. Monte, Acting aqf Solid and Hazardous Waste S ction M/JB/re CERTIFIED MAIL P626 614 434 RETURN RECEIPT REQUESTED cc: Office of Incident Response Boston Hazardous Waste Coordinator Town Hall Hyannis, MA 02601 GHR Engineering Co. 75 Tarkiln Hill Road New Bedford, MA 02745 ATIN: Joseph Salvetti Day, Berry & Howard One Post Office Square Boston, MA 02209 ATIN: David Broughel, Esq. DWPC - Groundwater Permits Section ATTN: Clint Watson DWPC - SERD ATTN: Philip Ripa DEQE - Legal Counsel ATIN: Anne Bingham Oil Recovery Systems, Inc. 220 Norwood Park South Norwood, MA 02062 ATTN: Mark Kresge Barnstable Water Co. P.O. Box 326 47 Old Yarmouth Road Hyannis, MA 02601 ATIN: Mr. Norman C. Nault S. Russell SY Iva Commissioner Gilbert T.Joly Regional Environmental_Eng 02g.47 .947-.Ae'Y U x� 6�� 681< December 19, 86 Mr. Gary Reitzas RE: BARNSTASLE--OIR/SA-4-692 69 Alden Street Old Colony, 258 Yanough Read, Fall River, Massachusetts 02723 Massachusetts General Laws, Chapter 21E Dear Mr. Reitzas: This letter concerns the release and threat of release of gasoline from the above-referenced site, to which your property either abuts or is located near. Current indications are that gasoline contaminants in the ground water are migrating away from the site, causing contamination of ground water in surrounding areas. Old Colony has contracted with GHR Engineering Associates Inc., to perform remedial actions at the site, including assessment of the extent and nature of ground water contamination. As you know from previous correspondence, GHR Engineering and Old Colony require access to your property to install and maintain ground water monitoring wells and equipment. GHR Engineering and Old Colony will contact you directly to discuss the details of this work if you agree to allow them to install the wells on your property. If you do not agree, it may be necessary for the Department to notify you of your potential, liability under M.G.L. Chapter 21E due to the continuing release of gasoline in the ground water beneath your property; the presence of which makes your property part of the site-M.G.L. Chapter 21E, Section 5(a)(1). In that event, you would be asked to install the monitoring wells at your own expense. Should you refuse to install the wells, the Department would then be forced to enter your property with its own contractors to install and maintain the wells under authority of M.G.L. Chapter 21E, Sections 4 and_8, and may thereafter seek to recover from you the costs which it incurs in doing so (M.G.L. Chapter 21E, Section 5). The Department greatly desires to resolve this issue in an amicable fashion and to respond to any questions you may have. Nevertheless, assessment of the nature and extent of ground water contamination is essential to implementation of the cleanup mandate of M.G.L. Chapter 21E; a matter which the Department cannot disregard. Please respond to this letter, stating your intentions, within ten days upon receipt of this letter. r' J� -2- If you have any questions regarding this matter, please contact Mr. John Blundo of this office. Very truly yours, Gerald A. Monte, ing f Solid and Hazardous Waste ection M/JB/re CERTIFIED MAIL P626 614 445 RETURN RECEIPT REQUESTED cc: Office of Incident Response Boston Hazardous Waste Coordinator Town Hall Hyannis, MA 02601 GHR Engineering Co: 75 Tarkiln Hill Road New Bedford, MA 02745 ATTN: Joseph Salvetti Day, Berry & Howard One Post Office Square Boston, MA 02209 ATTN: David Broughel, Esq. DWPC - Groundwater Permits Section ATI'N: Clint Watson DWPC - SERO ATTN: Philip Ripa DEQE - Legal Counsel ATIN: Anne Bingham Oil Recovery Systems, Inc. 220 Norwood Park South Norwood, MA 02062 ATTN: Mark Kresge Barnstable Water Co. P.O. Box 326 M 47 Old Yarmouth Road Hyannis, MA 02601 ATTN: Mr. Norman C. Nault " 1 vU�4��Q�i �i2lpl! S.Russell Sylva Commissioner youh aAli RAY"& Gilbert T.Joly !/ Regional Environmental Engineer 02547 947-1-991, &,e 680-681s December 19, 1986 Mr. Luke Lally RE: BARNSTABLE--0IR/SA-4-692 38 Washington Street Old Colony, 258 Yanough Road, Osterville, Massachusetts 02655 Massachusetts General Laws, Chapter 21E Dear Mr. Lally: This letter concerns the release and threat of release of gasoline from the above-referenced site, to which your property either abuts or is located near. Current indications are that gasoline contaminants in the ground water are migrating away from the site, causing contamination of ground water in surrounding areas. Old Colony has contracted with GHR Engineering Associates Inc., to perform remedial actions at the site, including assessment of the extent and nature of ground water contamination. As you know from previous correspondence, GHR Engineering and Old Colony require access to your property to install and maintain ground water monitoring wells and equipment. GHR Engineering and Old Colony will contact you directly to discuss the details of this work if you agree to allow them to install the wells on your property. If you do not agree, it may be necessary for the Department to notify you of your potential liability under M.G.L. Chapter 21E due to the continuing release of gasoline in the ground water beneath your property; the presence of which makes your property part of the site-M.G.L. Chapter 21E, Section 5(a)(1). In that event, you would be asked to install the monitoring wells at your own expense. Should you refuse to install the wells, the Department would then be forced to enter your property with its own contractors to install and maintain the wells under authority of M.G.L. Chapter 21E, Sections 4 and 8, and may thereafter seek to recover from you the costs which it incurs in doing so (M.G.L. Chapter 21E, Section. 5). The Department greatly desires to resolve this issue in an amicable fashion and to respond to any questions you may have. Nevertheless, assessment of the nature and extent of ground water contamination is essential to implementation of the cleanup mandate of M.G.L. Chapter 21E; a matter which the Department cannot disregard. Please respond to this letter, stating your intentions, within ten days upon receipt of this letter. -2- If you have an questions regarding this matter, lease contact Mr. John Blundo of Y Y �N �3 �3 P this office. Very truly yours, I CA Gera d A. Monte, Acting ChjK- Solid and Hazardous Waste`Re tion M/JB/re CERTIFIED MAIL P626 614 442 RETURN RECEIPT REQUESTED cc: Office of Incident Response Boston Hazardous Waste Coordinator Town Hall Hyannis, MA 02601 GHR Engineering Co. 75 Tarkiln Hill Road New Bedford, MA 02745 ATTN: , Joseph Salvetti Day, Berry & Howard One Post Office Square Boston, MA 02209 ATTN: David Broughel, Esq. DWPC - Groundwater Permits Section ATM: Clint Watson DWPC - SERD ATIN: Philip Ripa DEQE - Legal Counsel ATM: Anne Bingham Oil Recovery Systems, Inc. 220 Norwood Park South Norwood, MA 02062 ATIN: Mark Kresge Barnstable Water Co. P.O. Box 326 47 Old Yarmouth Road Hyannis, MA 02601 ATIN: Mr. Norman C. Nault C-- /IZ4el � QA S. Russell Sylva Commissioner eJCZGG�%ZeU.ali� Gilbert T.Joly Regional Environmental Engineer ��f�E!?ICCPi, a �62347 0. 1 91<7-�23�, die 680-68.E '_y December 19, 1986 Mr. Spiro Mitrokostas RE: BARNSTABLE--OIR/SA--4-692 29 Alijo Drive Old Colony, 258 Yanough Read, West Yarmouth, Massachusetts 02673 Massachusetts General Laws, Chapter 21E Dear Mr. Mitrokostas: This letter concerns the release and threat of release of gasoline from the above-referenced site, to which your property either abuts or is located near. Current indications are that gasoline contaminants in the ground water are migrating away from the site, causing contamination of ground water in surrounding areas. Old Colony has contracted with GHR Engineering Associates Inc., to perform remedial actions at the site, including assessment of the extent and nature of ground water contamination. As you know from previous correspondence, GHR Engineering and Old Colony require access to your property to install and maintain ground water monitoring wells and equipment. GHR Engineering and Old Colony will contact you directly to discuss the details of this work if you agree to allow them to install the wells on your property. If you do not agree, it may be necessary for the Department to notify you of your potential liability under M.G.L. Chapter 21E due to the continuing release of gasoline in the ground water beneath your property; the presence of which makes your property part of the site-M.G.L. Chapter 21E, Section 5(a)(1). In that event, you would be asked to install the monitoring wells at your own expense. Should you refuse to install the wells, the Department would then be forced to enter your property with its own contractors to install and maintain the wells under authority of M.G.L. Chapter 21E, Sections 4 and 8, and may thereafter seek to recover from you the costs which it incurs in doing so (M.G.L. Chapter 21E, Section 5). The Department greatly desires to resolve this issue in an amicable fashion and to respond to any questions you may have. Nevertheless, assessment of the nature and extent of ground water contamination is essential to implementation of the cleanup mandate of M.G.L. Chapter 21E; a matter which the Department cannot disregard. Please respond to this letter, stating your intentions, within ten days upon receipt of this letter. -2- If you have any questions regarding this matter, please contact Mr. John Blundo of this office. Very truly yours, Gerald A. Monte, Acting f Solid and Hazardous Waste Section M/JB/re CERTIFIED MAIL P626 614 444 RETURN RECEIPT REQUESTED cc: Office of Incident Response Boston Hazardous Waste Coordinator Town Hall Hyannis, MA 02601 GHR Engineering Co. 75 Tarkiln Hill Road New Bedford, MA 02745 ATTN: Joseph Salvetti Day, Berry & Howard One Post Office Square Boston, MA 02209 ATTN: David Broughel, Esq. DWPC - Groundwater Permits Section ATTN: Clint Watson DWPC - SERO ATTN: Philip Ripa DEQE - Legal Counsel ATTN: Anne Bingham Oil Recovery Systems, Inc. 220 Norwood Park South Norwood, MA 02062 ATTN: Mark Kresge Barnstable Water Co. P.O. Box 326 47 Old Yarmouth Road Hyannis, MA 02601 ATTN: Mr. Norman C. Nault GARNICK 8 PRINCI, P. C . ATTORNEYS AT LAW HARWICH OFFICE: 32 MAIN STREET 940 MAIN STREET POST OFFICE BOX 398 P.O. BOX 364 GERALD S. CAR-NICK HYANNIS, MASSACHUSETTS 02601 SOUTH HARWICH, MASS. 02661 MICHAEL J. PRINCI (617) 771-2320 (617)432-5850 KATHLEEN FRANKLIN SHIRLEY J. SYLVA, ASSOCIATE JOAN LAFFEY NELSON December 27, 1986 JOYCE W. SCUDDER Gerald A. Monte, Acting Chief Solid and Hazardous Waste Section Department of Environmental Quality Engineering Southeast Region Lakeville Hospital Lakeville, MA 02347 Re: Barnstable OIR/SA 4 692 Old Colony, 258 Iyanough Road Massachusetts General Laws Ch. 21E Dear Mr. Monte: In response to your letter of December 19, 1986 to Mr. Spiro Mitrokostas, please be advised that my clients were not prepared to permit GHR Engineering and Old Colony to enter onto their property without assurances that DEQE was involved with the project and supervising the project. I made repeated requests of GHR to provide me with DEQE authorization. However, up until the time of your letter I received nothing. In addition, in order for GHR to enter onto the property, we would re- quest an indemnity from GHR and Old Colony or its successor corporation _for any damages caused as a result of the ground-water monitoring and purifying. It was my understanding that as a result of contaminated wells on the Old Colony property ground water in the area has been contaminated and that GHR will be conducting water purification on my clients' property. As far as my clients are concerned, we have no dispute with the DEQE; if anything, we have cause of action against Old Colony as a result of their tank contamination. The Commonwealth of Massachusetts and the DEQE are in a similar position, seeking to enforce MGLA Ch. 21E. Gerald A. Monte, Acting Chief Department of Environmental Quality Engineering December 27, 1986 Page 2 My clients will cooperate in whatever way is requested by the DEQE. However, we still would expect an indemnity from Old Colony as a result of the contamination. If you should have any questions, please do not hesitate to contact me. Very truly yours, Michael J. Princi MJP:mcp cc: Office of Incident Response, Boston Hazardous Waste Coordinator, Town Hall , Hyannis, MA 02601 GHR Engineering Co. , 75 Tarkiln Hill Rd. , New Bedford, MA 02745, Att: Joseph Salvetti Day, Berry & Howard, One Post Office Sq. , Boston, MA 02209, Att: David Broughel , Esq. DWPC - Groundwater Permits Section, Att: Clint Watson DWPC - SERO, Att: Philip Ripa DEQE - Legal Counsel , Att: Anne Bingham Oil Recovery Systems, Inc. , 220 Norwood Park, South Norwood, MA 02062 Att: Mark Kresge Barnstable Water Co. , P.O. Box 326, 47 Old Yarmouth Rd. , Hyannis, MA 02601 Att: Mr. Norman C. Nault Mr. Spiro Mitrokostas, 29 Alijo Drive, West Yarmouth, MA 02673 n� R Y/1 e" ceo (ff"4 S.Russell S Iva Commissioner G'.Ihert Jol. �� Re io[1a nvi nmenta E'. a�a��e��1�ul�utezL o�a��e�ea�, 023.�7 December 19, 1986 Mr. & Mrs. John Keveney RE: BARNSTABLE--OIR/SA-4-692 c/o Joseph J. Reardon Old Colony, 258 Yanough Road, 160 Bassett Lane Massachusetts General Laws, Chapter 21E Hyannis, Massachusetts 02601 Dear Mr. & Mrs. Keveney: This letter concerns the release and threat of release of gasoline from the above-referenced site, to which your property either abuts or is located near. Current indications are that gasoline contaminants in the ground water are migrating away from the site, causing contamination of ground water in surrounding areas. Old Colony has contracted with GHR Engineering Associates Inc., to perform remedial actions at the site, including assessment of the extent and nature of ground water contamination. As you know from previous correspondence, GHR Engineering and Old Colony require access to your property to install and maintain ground water monitoring wells and equipment. GHR Engineering and Old Colony will contact you directly to discuss the details of this work if you agree to allow them to install the wells on your property. If you do not agree, it may be necessary for the Department to notify you of your potential liability under M.G.L. Chapter 21E due to the continuing release of gasoline in the ground water beneath your property; the presence of which makes your property part of the site-M.G.L. Chapter 21E, Section 5(a)(1). In that event, you would be asked to install the monitoring wells at your own expense. Should you refuse to install the wells, the Department would then be forced to enter your property with its own contractors to install and maintain the wells under authority of M.G.L. Chapter 21E, Sections 4 and 8, and may thereafter seek to recover from you the costs which it incurs in doing so (M.G.L. Chapter 21E, Section 5). The Department greatly desires to resolve this issue in an amicable fashion and to respond to any questions you may have. Nevertheless, assessment of the nature and extent of ground water contamination is essential to implementation of the cleanup mandate of M.G.L. Chapter 21E; a matter which the Department cannot disregard. Please respond to this letter, stating your intentions, within ten days upon receipt of this letter. i -2_ If you have any questions regarding this matter, please contact Mr. John Blundo of this office. Very truly yours, 316 Gerald A. Monte, Adting,,e6pf Solid and Hazardous Wast ection M/JB/re CERTIFIED MAIL P626 614 443 RETURN RECEIPT REQUESTED cc: Office of Incident Response Boston Hazardous Waste Coordinator Town Hall Hyannis, MA 02601 GHR Engineering Co. 75 Tarkiln Hill Road New Bedford, MA 02745 ATIN: Joseph Salvetti Day, Berry & Howard One Post Office Square Boston, MA 02209 ATIN: David Broughel, Esq. DWPC - Groundwater Permits Section ATIN: Clint Watson DWPC - SERO ATIN: Philip Ripa DEQE - Legal Counsel ATIN: Anne Bingham Oil Recovery Systems, Inc. 220 Norwood Park South Norwood, MA 02062 ATIN: Mark Kresge Barnstable Water Co. P.O. Box 326 47 Old Yarmouth Road Hyannis, MA 02601 ATIN: Mr. Norman C. Nault GE Lnj Mr-i January 31 , 1989 LK-3742 JN7065110.D Massachusetts Department of Environmental Quality Engineering Hazardous Waste Section Southeast Region Lakeville Hospital Lakeville, MA 02347 ATTN: Ms. Maria E. Ramirez RE: Old Colony/Circle K Gasoline Station #6843, Iyanough Road, Hyannis, Massachusetts Dear Ms. Ramirez: This letter is provided as a status report on the progress of the installation of a second groundwater recovery well (RW-1 ) at the Old Colony station (#6843) off Iyanough Road in Hyannis, Massachusetts (OIR/SA-4-026) . Approval of the proposed well location was received in writing from Mr. Christopher Tilden of your office on September 15, 1988. GHR has scheduled the recovery well installation to begin Monday, February 13, 1989. The completed well will be 8 inches in diameter with a 20-foot gravel packed screen,. The well will be developed following installation to improve the hydraulic conditions around the well and improve the specific j capacity and efficiency of the well . As approved by Mr. Clinton Watson, DWPC - Boston, by telephone conversation on January 19, 1989, the development water will be collected in a settling tank to remove fines. The water in the tank will then be pumped into the operating recovery well (RW-2) . It is anticipated that well installation and development will be completed within three days. - Y GHR ENGINEERING ASSOCIATES.INC. 109 RHODE ISLAND RD. LAKEVILLE.MA 02347 o 508-946 0700 I Ms. Maria E. Ramirez Page 2 January 31 , 1989 LK-3742 is coordinat ing with Charter Marketing Company and Mr. Seth Pickering GHR 9 of DEQE - Air Quality Control Section regarding renewal of the existing air quality discharge permit. The permit is up for renewal in May 1989. Please contact either Mr. Joseph Salvetti , Project Manager, or me at (508) 946-0700 if you have any questions regarding the recovery well installation. Sincerely, GHR ENGINEERING ASSOCIATES, INC. sc_G — Patricia A. deGroot Hydrogeologist PAdG/rlm cc: Mr.. Steve Belin, The Circle K Corporation Mr. George Wadsworth, Barnstable Water Company Mr. Thomas McKean, Town of Barnstable Health Department Mr. Clinton Watson, DWPC - Boston I G5 i Rn I S. Russell Sylva / r/� Commissioner oahah e C/ e Gilbert T.Joly eee.J// /e//l� / Regional Environmental Engineer c1�GL�i�?IFIC[Pi�ICC�]��ZII.C�(i, a1�GG�1�?l�lllP�, eJ' f�2.�� .94 7-123-1, 0x,1 680—681s P 1 .0�F , December 10 , 1987 Charter Marketing Company RE: BARNSTABLE--OIR/SA-4-026 One Charter Plaza Old Col:,ny Service Stator_ 21 West Church Street #6843 , 258 Iyanough Road, Jacksonville, Florida 32232 M.G.L. , Chapter 21E ATTENTION: J. Jonathan Dow, Director Environmental Protection Gentlemen: The Department of Environmental Quality Engineering, on November 19 , 1987 , received your letter dated November 16 , 1987 , and the material requested in the Department ' s October 9 , 1987 , letter. The Department concurs with the conditions stated in the letter, as agreed in the November 3 , 1987 meeting concerning the start-up of the treatment system. In reference to the ground water monitoring plan, in addition to monitoring wells MW-1,, 7, 8 , 12 and 13, monitoring wells MW-5, 11, 14 and 17 should be added to the periodic sampling. Therefore, the Department, Division of Hazardous Waste, agrees with the start-up of the ground water treatment system provided all conditions stated in the ground water discharge permit and the permit for the discharge of volatile organic compounds to the environment issued by the Department are followed. The design of the system was approved by the Department, Division of Hazardous Waste on August 28 , 1986. Should you have any questions concerning case SA-4-026 , please contact Maria E. Ramirez of .this office. Very truly yours, 10 Christop r Tilden, P.E. , Chief Solid and Hazardous Waste Sections T/MR/kd 2 - cc: OIR - Boston ATTN: Ed Benoit DWS - Boston ATTN: Dennis D 'Amore DAQC - SERO ATTN: Vaughan M. Steeves Hazardous Waste Coordinator Town Hall Main St. Hyannis , MA 02601 GHR Engineering 75 Tarkiin Hill Road New Bedford, MA 02745 ATTN:; Joe Salvetti Groundwater Technology 1420 Providence Highway Suite 128 Norwood, MA 02062 ATTN: Mark Kresge t Fliel Aie,6101`j� a (oxecec�i�e ©��ice a�C�nzaixa�znzen�a.� 11ai � 1 Thomas C. McMahon -Ue;Yeaean a' Walter c olltdC on ( ox6ol Director ©n, !'{ We,x .7l wl, goslan, -U :U. 0,2108 j September 16, 1987 J. Jonathan Dow, Director Re: Ground Water Discharge Environmental Protection Permit No; 0-321 Old Colony Petroleum Company, Inc. One Charter Plaza 21 West Church Street Jacksonville, FL 32202 Dear Mr. Dow: In response to your application for a permit to discharge into the ground a treated effluent from a ground water treatment facility located at the Old Colony Gasoline Station, Iyanough Road, Hyannis, Massachusetts, and after due public notice, I hereby issue the attached final permit. No comments objecting to the issuance or terms of the permit were received by the Division of Water Pollution Control .during the public comment period. Therefore, in accordance with 314 CMR 2.08, the permit becomes effective upon issuance. e 4- V �..: a ale ♦ m s pa are w'1Preb- advised Pa�tie aggrieved by �.ue ssuance of �h-.. � rm t �__ .1 d of their right to request an Adjudicatory Hearing under the provisions of Chapter 30A of the Massachusetts General Laws and 314 CMR 1.00. Rules for the Conduct of Adjudicatory Proceedings. Unless the person requesting the adjudicatory hearing requests and is granted a stay of . the terms and conditions of the permit, the permit shall remain fully effective. 1 . very truly yours, i ✓✓?�� Gam•/a`"' `"-��jl Thomas C. McMahon, Director TCM/CW/kt 2 - • t cc: DEQE Regional Office/SERO - Attn: Jeff Gould, Maria Ramirez Board of Health, Town Hall, 397 Main Street, Hyannis, MA 02061 Attn: John Kelly Barnstable Water Company, P.O. Box 326, 47 Old Yarmouth Road, Hyannis, MA 02061 Mark Kresge, Ground Water Technology, Inc. , 220 Norwood Park South Norwood, MA 02062 dow/SPS#17 Page 1 ZECCO, INC. ENGINEERING DIVISION JANUARY 1989 Monthly Update From: 1-1-89 To: 1-31-89 Case SA-4-026 Client: CIRCLE K CORP.- # 6843 (Former Charter Station) Iyanough Road - Route 28 Site: Hyannis, MA .Dates Monitored: 1-3-89, 1-9-89, 1-17-89, 1-19-89 i The following is a summary for the quality and quantity. of effluent from the groundwater treatment system at the above referenced site for the month of January 1989. This report alsoa summarizes work on the system. Flow rate based on daily average: (when turned on with new pump) 22.5 gallons per minute Effluent Characteristics Actual Observed Final Discharge Limits Flow 22.5 gpm 140 gpm Total Hydrocarbons 23 ppb 100 ppb Benzene ND 5 ppb Toluene ND 20 ppb Total Xylenes 23 20 ppb Ethyl Benzene ND 20 ppb Comments: As can be seen above, the effluent is within the final discharge limits for each parameter. The 23 ppb total xylenes would be averaged to 20 ppb and therefore equalling the final discharge limit. Attached are copies of the analytical results. II Page 2 The following maintenance and repairs took place during this activity period. 1-3-89 Removed and disconected old sump pump, hoses and control board. Piped in flow meter to influent line as well as piping new connections in. well. All defective piping was replaced, i.e. the leaking lines to stripper. 1-9-89 Heat tape all exposed piping and base of air stripping tower. Install new pump, product recovery equipment. Start up system. If you have any further questions regarding this matter, please don't hesitate to call me .at (508) 393-2537. Sincerely, ZECCO, INC. ustine SmieWl Hydrogeologist JWS/lmf enclosure cc: Director-Div. Water Pollution Control Maria Remirez Steve Belin Hyannis Board of Health r �= H Y D R 0 S A M P L E L A B O R A T O R Y D.Ivision of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables C! IENT: Circle K Corporation DATE COLLECTED: 01/14/89 500 S. Faulkenburg Road DATE RECEIVED 01/17/89 Tampa, FL 33619 DATE REPORTED 01/20/89 YOUR P. 0. u S. Belin HYDROSAMPLE NUMBER: 3115 SAMPLE IDENTIFICATION: Charter 46843, Influent Hyannis, MA MATRIX: Water in Glass COLLECTED BY: G. Goral ----P--ARAMEH-TER--- ---------------- RE-SULT------------UN-- IT-S---------DETECT----ION------M--ETHOD-------DATE-----OF-- DESCRIPTION _______________________________LIMIT REFERENCE ANALYSIS BENZENE * ug/L 200 602(1 ) 01/18/89 CHLOROBENZENE ug/L 200 6020 ) ETHYL BENZENE 280 ug/L 250 602(1 ) TOLUENE 480 ug/L 250 602(1 ) total XYLENES 3700 ug/L 260 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 250 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 250 602(1 ) 1 ,4 DICHLOROBENZENE * ug/L 250 602 0 ) NOTE: *, if present, indicates this parameter is below the Limit of detection. (1) 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. AjMet;aI1f & Eddy Technologies Company CERTIFIE�LABORATOR - MA097 HYDROSAMP L E LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company .367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 01/14/89 500 S. �-,-Okenburg Road DATE RECEIVED 01/17/89 Tampa, FL 33619 DATE REPORTED 01/20/89 YOUR P. 0. u S. Belin HYDROSAMPLE NUMBER: 3116 SAMPLE IDENTIFICATION: Charter Marketing 46843, Effluent Hyannis, MA MATRIX: Water In Glass COLLECTED BY: R. Goral ---------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF . DESCRIPTION _______________LIMIT REFERENCE ANALYSIS BENZENE * ug/L 4.0 602(1) 01/18/89 CHLOROBENZENE * ug/L 4.0 602(1 ) ETHYL BENZENE * ug/L 5.0 6020 ) TOLUENE * ug/L 5.0 6020 ) total XYLENES 23 ug/L 5.0 602(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,4 DICHLOROBENZENE +► ug/L 6.0 602(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company - 97 ST TE CERTIFIED LABORATORY MAO \ 7 Q 3 #" Clq i f�s a' F 1=5 �tox i a ' fi 70 L YY� W , h; 1 up W KOS 1 N2 ; ,,��yy. yF� ,•x{.�'.. W� •r *1110 NO F�� 1r UF,wW h a CT EE nNO IN -14 LL VC M I yg� �5) �[ H r- \` a k I a r , fZ ol Wla4w gd eon Thomas C.McMahon Director iy/l p &M O2'08 /f J 0mob June 18, 1987 'Reissuance of Draft Revised Dermit ""s. J. Jonathan Dow, Director of Environmental Protection Charter Marketing taTanv Re: Groundwater Discharge 'Permit one Charter Plaza Application #0-321 ?P.O. Box 4726 Old Colony/Hyannis Jacksonville, Florida 32232 Dear Mr. Dow: The Massachusetts Clean Water Act(M.G.L.c.21, s.26-53) was amended by Chapter 246 of the Acts of 1973 to authorize the Division of Water Pollution Control to regulate discharges into all waters of the Commonwealth, including groundwaters. The Division regulates discharges through the issuance of discharge permits which impose limitations on the amount of pollutants which may be discharged in the effluent, together with monistoring and reporting requirements and other conditions to insure ade- quate treatment of all liquids wastes prior to discharge. The Division has reviewed your application submitted on behalf of the Charter Marketing Comoany for a permit to discharge sanitary wastes from the Old Colony ,asoline Station, IyanoucTh road, Hyannis, MIA and has developed the conditions contained in the enclosed draft permit. Within 14 days of receipt of the draft permit, you should indicate to this agency in writing either the acceptability of the permit conditions or any problem areas. Any discharge not authorized by or in violation of the terms of the permit is in violation of State Law and subject to civil or criminal penalties. The proposed permit can only be considered in draft form because of provisions in the Law requiring public notice of the proposed issuance of the permit and opportunity for. public comments and public hearing. Following receipt of comments on the public notice, and a public hearing, if necessary, the permit will be finalized and the Director will issue his final determination to issue or deny the permit. _ 2 - r If you have any questions or would like to discuss the draft permit, please contact Clinton Watson of my staff at(617) 292-5693 . Very truly yours, Thomas C. McMahon Director TCM/ Enclosure CC: copies with enclosures to: 1. Applicant 2. Regional Environmental Engineer S7RO 3. D4•?PC Regional Engineer SERO 4. Local Board of Health Town Hall, 397 Main St., Hyannis, *-V, 02061 5, George Wadsworth, Barnstable ?^later Conmany, P.O. Box 326, 47 Old Yarmouth Road, Hyannis, MA 02601 6. Elliot Turk, Groundwater Technology Inc. 220 'Norwood Dark South, Norwood, 1% 02062 f 1 DISCHARGE PERMIT Name and Address of Applicant: Charter Marketing One Center Plaza, P .O. Box 4726, Jacksonville, Florida 32232 Application No. : 0-321 Date of Application: 8-27-86 Permit No. : Date of Issuance: Date of Expiration: AUTHORITY FOR .ISSUANCE Pursuant to authority granted by Chapter 21, Sections 26-53 of the Massachusetts General Laws, as amended, the following permit is hereby issued to: Charter Marketing (hereinafter called the "permittee"), authorizing discharges from a groundwater reclamation treatment facility at the Old Colony Gasoline Station, Iyanough Road, Hyannis, MA to the __... .. ground such authorization being expressly conditional on compliance by the permit- - tee with all terms and conditions of the permit hereinafter set forth. This permit shall become effective on the date of the Director's signature and shall expire on Thomas C. McMahon, Director Date Division of Water Pollution Control I • 1 I . SPECIAL CONDITIONS A. Effluent Limits The permittee is authorized to discharge into the ground from the ground-water recovery and treatment facilities for which this permit is issued a treated effluent, the constituents of which shall not at any time exceed the concentrations of influent and shall properly operate and main- tain said system until the influent and effluent conform to the following performance standards: Final Discharge Limitations Effluent Characteristic Flow 140 gallons per minute Total Hydrocarbons 100 ppb Benzene 5 ppb Toluene 20 ppb Total Xylenes 20 ppb Ethyl Benzene 20 ppb 1) The discharge of the effluent shall not result in any demonstrable adverse effect on -the ground water or violate any water quality standard that has been promulgated. B. Monitoring and Reporting 1) The permittee shall monitor and record the quality and quantity of effluent prior to discharge to the recharge trenches according to the following schedule and other provisions: 2) For the first three months: - Minimum Frequency Parameter of Analysis Sample Type Flow Daily Average Total Hydrocarbons Monthly Grab Benzene Monthly Grab Toluene Monthly Grab Total Xylenes Monthly Grab Ethyl Benzene - Monthly Grab 3 i A minimum of (1) analysis utilizing E.P.A. method 624 must be performed under this section. E.P.A. method 602 may be .utilized for the remaining required analysis. All analyses shall be performed by a laboratory certified by the State for the constituents specified in Part I . All analyses shall be performed within two weeks of the date of collection. b) For the remainder of the permit: Minimum Frequency Parameter of Analysis Sample Type Flow Daily Average Total Hydrocarbons Quarterly Grab Benzene Quarterly Grab Toluene Quarterly Grab Total Xylenes Quarterly Grab Ethyl Benzene Quarterly Grab A minimum of (1) analysis utilizing E.P.A. Method 624 must be performed annually under this section. E.P.A. Method 602 may be utilized for the remaining required analysis. All analysis shall be performed by a laboratory certified by the State for the constituents specified in Part I . All analyses shall be performed within two weeks of the date of collection. 3) The permittee shall monitor, record and report the quality of water in monitoring wells MW-1, MW-7 , MW-8, MW-12, and MW-13 according to the following schedule and other provisions: Total Hydrocarbons Quarterly Benzene Quarterly Toluene Quarterly Total Xylenes Quarterly Ethyl Benzene Quarterly Static Water Level Quarterly A Minimum of (1) analysis utilizing E.P.A. method 624 must- be performed annually under this section. E.P.A. method 602 may be utilized for the remaining required analysis. ' The permittee shall submit all reports on an acceptable form, properly filled and signed, on the fifteenth day of every month, beginning thirty days after the issuance of this permit, to the Regional Environmental Engineer, Department of Environmental Quality Engineering, Southeast Regional Office, Lakeville Hospital, Lakeville, MA 02356, and to the Director, Department of Environmental Quality Engineering, Division of Water Pollution Control, One Winter Street, Boston, MA 02108. r . C. Supplemental Conditions 1) The permittee shall operate and maintain the approved air-stripper system until such time that the permittee can demonstrate that the influent water quality complies with the limits for the discharge specified in Section 1.A of this permit by providing three (3) con- secutive months of sampling data to the. DEQE. When such a level of mitigation has been achieved the permittee shall sample all of the monitoring wells for analysis of all parameters specified in Section 1.B.1. The permittee shall provide the DEQE with written documen- tation verifying that the performance standard has been attained and request DEQE approval to terminate the operation of the subject treatment system. When the system has complied with the performance standards and received DEQE approval to conclude operation, the per- mittee shall submit to the DEQE a schedule by which the treatment system shall be taken out of service, dismantled, and/or removed from the site. Plans skull also be submitted detailing the measures to be taken to remove and/or properly secure the recovery, and moni- toring wells at the site. 2) The permittee shall retain access and control of the operation and maintenance of the ground water recovery systems, treatment system(s ), injection well (s )/trench(s) and all monitoring wells in the event of a sale of the subject property during the period of this permit. 3) The permittee shall notify the Division of Air Quality Control of the intention to employ the use of an air stripper treatment system and apply for and obtain the appropriate approval (s) and/or permit(s). 4) Approval by the Division of Water Pollution Control to terminate the operation of the ground water recovery/treatment system for which this permit is written does not relieve the permittee from any ground water monitoring that may be required by the Division of .. Solid and Hazardous Waste. . 001 Page 1 A ZECCO, INC. ENGINEERING DIVISION JANUARY 1989 Monthly Update From: 1-1-89 To: 1-31-89 Case SA-4-026 Client: CIRCLE K CORP.- # 6843 (Former Charter Station) Iyanough Road - Route 28 Site: Hyannis, MA Dates Moritorad: 1-•3-89, 1-9- 89, 1-17-89, 1-19-89 i The following is a summary for the quality and quantity of effluent from the groundwater treatment system at the above referenced site for the month of January 1989. This report alsoa summarizes work on the system. Flow rate based on daily average: (when turned on with new Pump) 22 .5 gallons per minute Effluent Characteristics Actual Observed Final Discharge Limits Flow 22.5 gpm 140 gpm Total Hydrocarbons 23 ppb 100 ppb Benzene ND 5 ppb Toluene ND 20 ppb Total Xylenes 23 20 ppb Ethyl Benzene ND 20 ppb Comments: As can be seen above, the effluent is within the final discharge limits for each parameter. The 23 ppb total xylenes would be averaged to 20 ppb and therefore equalling the final discharge limit. Attached are copies of the analytical results. i Page 2 e The following maintenance and repairs took place during this activity period. 1-3-89 Removed and disconected old sump pump, hoses and control board. Piped in flow meter to influent line as well as piping new connections in well. All defective piping was replaced, i.e. the leaking lines to stripper. 1-9-89 Heat tape all exposed piping and base of air stripping tower. Install new pump, product recovery equipment. Start up system. If you have any further questions regarding this matter, please don't hesitate to call me at (508) 393-2537. Sincerely, ZECCO INC. ustine Smie;ZI v Hydrogeologist JWS/lmf enclosure cc: Director-Div. Water Pollution Control Maria Remirez Steve Belin Hyannis Board of Health a H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CI- 'ENT: Circe K Corporation DATE COLLECTED: 01/14/89 500 S. Faulkenburg Road DATE RECEIVED 01/17/89 Tampa, FL 33619 DATE REPORTED 01/20/89 YOUR P. 0. S. Belin HYDROSAMPLE NUMBER: 3115 SAMPLE IDENTIFICATION: Charter U6843, Influent Hyannis, MA MATRIX: Water in Glass COLLECTED BY: G. Goral ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------- --------- ---------- BENZENE * ug/L 200 602(1) 01/18/89 CHLOROBENZENE * ug/L 200 602(1) ETHYL BENZENE 280 ug/L 250 602(1) TOLUENE 480 ug/L 250 602(1 ) total XYLENES 3700 ug/L 250 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 250 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 250 602(1 ) 1 ,4 DICHLOROBENZENE * ug/L 250 602 0 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) 40 CFR, Part 136, July 1986 HYDROSAMPLE, DIVISION of ZECCO, INC. A Met alf & Eddy Technologies Company }I S E CERTIFIEIILABORATOR - MA097 f"F H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company .367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED: 01/14/89 500 S. r'-1- Ikenburg Road DATE RECEIVED 01/17/89 Tampa, FL 33619 DATE REPORTED 01/20/89 YOUR P. 0. S. Belin HYDROSAMPLE NUMBER: 3116 SAMPLE IDENTIFICATION: Charter Marketing 46843, Effluent Hyannis, MA MATRIX: Water in Glass COLLECTED BY: R. Goral ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------ ----------------------- BENZENE * ug/L 4.0 602(1 ) 01/18/89 CHLOROBENZENE * ug/L 4.0 602 0 ) ETHYL BENZENE ug/L 5.0 602(1 ) TOLUENE * ug/L 5.0 602(1 ) total XYLENES 23 ug/L 5.0 602(1 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602 0 ) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company ST TE CERTIFIED LABORATORY - MA097 I I.t-YDf710C A& IPLE DIVISION OF ZECCO, INC. 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S:-'^, :pro.. •may >, ..a. .. tr:. �;e: P, u:,'3: yM -Xu!, ✓i��:-r«�xt;,�., •r, �.4��°�l ia, :fB zp'�. +...<.F'U"tf� :NFL 'Y� ,k ,R .s, �3 ? ..... .. ,:E. .< - ..; '-4 � ,.�:: -:,' :. � �TEQ�-�<,,a�� .� ':e �!�# a••�""`� �'� na <�a'r �i.sA _ , -. -, z, b..,...r. ,>,.. ...,, :,,:', � s' ,' ., ix„.r .,. .. fir:^ .. .< a, � '.�'''•a ',�! 7,., 114 e a, s � r - AM PM TEST REQUESTED: COMMENTS� �,:... ,,.. ,., .,�-a„ar :-g.,, -tc„ ..�, -. §:c.. ��: «� ,.�:`•. :d' Yx:. A -'�„ :;fir,. es : x., , ` { ..e x;:. n.<> a'b° ••.� ». {ww'9*t f *,`+Av�N •E 7. x+.r. es. :{,0 ,. .:K.Y. s b ..... ��. i;:ar.-�:,�r.,.a.r.,,,.•..�,6mo-'{x,<6,.»..:..:,'...S�x'::.,`.,T a�,». .�:m�.'.r.9.`...a'».;.?,:.:. ,.?II:,S.<.'.�a,',a,,,.*.,.,,..z,,<h;.::....:..,...,,�'a.-:w,,.�„xe>.P. :.�s»a,,w�s'.":.s,�r:a...>...,a,�r>.-:.,,.s.,�,>,.x:,...v.�.;.,r°,,#,.,.�;,'.' .d>,.ad�{..,"a...ya&...¢...:. 4,..�..,a,,.«....>,>,•.�S.. :<.:..�..C..,w� ..'.,,W$,.,..;.{.:��..::.,,,w,.�.,,<.h.ti,r:., -hr�.�e,..a.�,=. s '�� «f,,.....' �>°. �TESTA EQUESTE.D t;. co [;CkOaIAIt i . '.�;ie+•:,k`a#°;.^:.-:di�r. : �--: RELINQUISHED RECEIVED�xl ` 1 j C ATE: it AM PM 1s _ <r. x'. 19 I PM f Page 1 ZECCO, INC. ENGINEERING DIVISION APRIL Quarterly Update From: 2-1-89 To: 4-31-89 Case SA-4-026 Client: CIRCLE K STATION - # 6843 (former<,-;Charter Station) Iyanough Road —Route 28 Site: Hyannis, MA \' 1 Dates Monitored: 2-6-89, 2-21-89, 3-3-89, 3-6-89, 3-13-89, 3-24-89, 3-31-89. This quarterly update is the second in a series of quarterly reports required in the Discharge Permit #0-321. The following is a summary for the quality and quantity of effluent from the groundwater treatment system at the above referenced site, as well as an update of any work or activities performed in this time frame. During this interval, groundwater samples were collected from the specified monitoring wells and were analyzed via EPA Method 602 . Table 1 below summarizes the analytical results detected in the groundwater on March 31, 1989. Table I BTEX Levels in Selected Monitoring Wells in PPB Compound Well 1 Well 5 Well 7 Well 8 Well 11 Well 12 Benzene * * ns Ethyl-B * * ns 81 350 Toluene * 140 ns 310 550 Xylenes * 1300 ns 2500 2200 Totals * 1440 ns 2891 3100 Compound Well 13 Well 14 Well 17 Influent Effluent RW-1, RW-2 Benzene * * * * 16 Ethyl-B * * * * 87 Toluene 2100 3200 * 33 230 Xylenes 8700 5600 * 230 320 Totals 10, 800 8800 * 263 65,3 * = indicates this parameter is below the detection limit ns = not sampled i Page 2 When compared with the results of the first quarterly report, a marked decrease in the level of benzene occurs in wells MW-5, MW 8, MW-11, MW-13 and MW-14. Although levels of benzene dropped significantly at the site, levels of Toluene and Xylene have increased slightly in wells MW-5 and MW-13 . This happens frequently in the breakdown of BTEX compounds over time. The other wells experienced an overall decrease in BTEX compounds. An overall increase was observed in well MW-13. Table 2 below compares the amount of benzene observed on 12-1-88 with 3-31-89. TABLE 2 Comparisons of Benzene Levels in Selected Monitoring Wells Over the First Two Quarterly Monitoring Dates in PPB Date MW-5 MW-8 MW-11 MW-13 MW-14 12-1-88 99 200 97 120 4000 3-31-89 * = if present, indicates this parameter is below the detection limit. The influent and effluent were sampled on 2-6-89 when the original single recovery well (RW-1) system was operating and again on 3-31-89 following the start up of the second recovery well by the pizza shop. Influent and effluent samples were analyzed via EPA Method 602. The following summarizes the results of the influent and effluent testing. Effluent Characteristics Actual Observed Final Discharge Limits RW-1 RW-1 RW-2 (2-6-89) (3-31-89) (3-31-89) Flow approx. 22.5 gpm 10 gpm 25 gpm 140 gpm Total Hydrocarbons * * * 100 ppb Benzene * * * 5 ppb Toluene * * * 20 ppb Total Xylenes * * * 20 ppb Ethyl Benzene * * * 20 ppb * If present, indicates this parameter is below the limit of detection. As can be seen, the effluent from the treatment system is well within the limits established in the Groundwater Page 3 Discharge Permit. No free product occurrences were observed in any of the wells during this monitoring period. It should be noted that the treatment system was shut down for the time it took to connect final piping to the existing treatment system and set the pumps in the recovery wells. ------------------------------------------------- Comments: The following maintenance and repairs took place during this activity period. 2-21-89 A vaulted manhole was installed around the newly constructed recovery well (RW-2) . The piping was trenched to the treatment system on the following day. 2-23-89 Installed a recharge gallery adjacent to the tank storage area and trenched for piping to the treatment system area. Overflow piping was also connected to the former recharge gallery. 3-03-89 Final piping connections to treatment system and installation of flow meters and sampling ports were made. The pump originally in RW-1 prior to the dual pump recovery installation was put into RW-2. If you have any further questions regarding this matter, please don't hesitate to call me at (508) 393-2537. Sincerely, zE O, INC. 1' 1& 411 ustine Smiega Hydrogeologist JWS/lmf enclosure cc: Director-Div. Water Pollution Control Maria Remirez Steve Belin Pat Shean Hyannis Board of Health • H YDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED:03/31/89 1230 Furnace Brook Parkway DATE RECEIVED :04/03/89 Quincy, MA 02169 DATE REPORTED :04/11/89 YOUR P. 0. 4 :P.Shean HYDROSAMPLE NUMBER: 3782 SAMPLE IDENTIFICATION: Charter V6843, MW-1 Hyannis, MA MATRIX: Water in glass COLLECTED BY:J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT INACYSIS -------------------------------------------- ----------REFERENCE__A--------- BENZENE * ug/L 4.0 624(1) 04/07/89 CHLOROBENZENE * ug/L 4.0 624(i) ETHYL BENZENE * ug/L 5.0 624(1) TOLUENE * ug/L 5.0 624(1) total XYLENES ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 6.0 624(1) 1 ,4 DICHLOROBENZENE * ug/L 6.0 624(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company a SAT E CERTIFIED LABORATORY - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01632 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED:03/31/89 1230 Furnace Brook Parkway DATE RECEIVED :04/03/89 Quincy, MA 02169 DATE REPORTED :04/11/89 YOUR P. 0. :P.Shean HYDROSAMPLE NUMBER: 3783 SAMPLE IDENTIFICATION: Charter #6843, MW-3 Hyannis, MA MATRIX: Water in glass COLLECTED BY:J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION------------------------------------- -LIMIT REFERENCE ANALYSIS BENZENE * ug/L 4.0 624 0) 04/07/89 CHLOROBENZENE * ug/L 4.0 624(1) ETHYL BENZENE * ug/L 6.0 624(1 ) TOLUENE * ug/L 6.0 624(1) total XYLENES * ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1) NOTE: *, if present, indicates this parameter Is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STA E CERTIFIED LABORATORY - MA097 H Y DROSAMPLE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 1367 West Main Street, Northboro, MA 01,532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager .REPORT OF ANALYSIS 602 Purgeabies CLIENT: Circle K Corporation DATE COLLECTED:03/31/89 1230 Furnace Brook Parkway DATE RECEIVED :04/03/89 Quincy, MA 02169 DATE REPORTED :04/11/89 YOUR P. 0. :P.Shean HYDROSAMPLE NUMBER: 3784 SAMPLE IDENTIFICATION: Charter #6843, MW-5 Hyannis, MA MATRIX: Water in glass COLLECTED BY:J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION -___ LIMIT REFERENCE ANALYSIS -------------------------------------------------------- BENZENE * ug/L 40 624 0) 04/07/89 CHLOROBENZENE * ug/L 40 624(1) ETHYL BENZENE * ug/L 50 624(1) TOLUENE 140 ug/L 60 624(i) total XYLENES 1300 ug/L 50 624(1) 1 ,2 DICHLOROBENZENE * ug/L 60 624(1) 1 ,3 DICHLOROBENZENE ug/L 50 624(1) 1 ,4 DICHLOROBENZENE * ug/L- 60 624(i) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company S E CERTIF C IED LABORATORY - MA097 I f H Y. D R O S A M P L E LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company , 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager .REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED:03/31/89 1230 Furnace Brook Parkway DATE RECEIVED :04/03/89 Quincy, MA 02169 DATE REPORTED :04/11/89 YOUR P. 0. 4 :P.Shean HYDROSAMPLE NUMBER: 3785 SAMPLE IDENTIFICATION: Charter 46843, MW-8 Hyannis, MA MATRIX: Water in glass COLLECTED BY:J. Smiegal ---------------------------------------------------------------------- --- PARAMETER RESULT UNITS DETECTION METHOD DATE-OF DESCRIPTION LIMIT REFERENCE ANALYSIS -------------------------------------- --------- ----------- BENZENE * ug/L 40 624(1) 04/07/89 CHLOROBENZENE * ug/L 40 624(1) ETHYL BENZENE 81 ug/L 50 624(1) TOLUENE 310 ug/L 50 624 0) total XYLENES 2500 ug/L 50 624(1) 1 ,2 DICHLOROBENZENE * ug/L 50 624(1) 1 ,3 DICHLOROBENZENE * ug/L 50 624(1) 1 ,4 DICHLOROBENZENE * ug/L- 50 624 0) NOTE: *, i.f present, indicates this parameter Is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY - M A097 I HYDROSAMP L E LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company , 367 West Main Street, Northboro, MA 01632 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager .REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED:03/31/89 1230 Furnace Brook Parkway DATE RECEIVED :04/03/89 Quincy, MA 02169 DATE REPORTED :04/11/89 YOUR P. 0. 4 :P.Shean HYDROSAMPLE NUMBER: 3786 SAMPLE IDENTIFICATION: Charter 46843, MW-11 Hyannis, MA MATRIX: Water in glass COLLECTED BY:J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION ____ _____LIMIT REFERENCE ANALYSIS BENZENE * ug/L 40 624(1) 04/08/89 CHLOROBENZENE ug/L 40 624(1) ETHYL BENZENE 350 ug/L 60 624 0 ) TOLUENE 550 ug/L 50 624(1 ) total XYLENES 2200 ug/L 50 624 0 ) 1 ,2 DICHLOROBENZENE * ug/L 60 824(1) 1 ,3 DICHLOROBENZENE ug/L 50 624(1) 1 ,4 DICHLOROBENZENE * ug/L 50 624(i) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company ;l 1/ STA CERTIFIED LABORATORY - MA097 H YDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED:03/31/89 1230 Furnace Brook Parkway DATE RECEIVED :04/03/89 Quincy, MA 02169 DATE REPORTED :04/11/89 YOUR P. 0. 4 :P.Shean HYDROSAMPLE NUMBER: 3787 SAMPLE IDENTIFICATION: .Charter 46843, MW-12 Hyannis, MA MATRIX: Water in glass COLLECTED BY:J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT-----------------------------------------------------....REFERENCE_ AN6Ly5jS --------- BENZENE * ug/L 4.0 624(i) 04/10/89 CHLOROBENZENE ug/L 4.0 624(1) ETHYL BENZENE * ug/L 5.0 624(1) TOLUENE * ug/L 5.0 624(1) total XYLENES * ug/L 5.0 624 0) 1 ,2 DICHLOROBENZENE * ug/L 6.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1 ) 1 ,4 DICHLOROBENZENE * ug/L- 5.0 624(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & 'Eddy Technologies Company tS �TE CERTIFIE LABORATORY - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED:03/31/89 1230 Furnace Brook Parkway DATE RECEIVED :04/03/89 Quincy, MA 02169 DATE REPORTED :04/11/89 YOUR P. 0. tt HYDROSAMPLE NUMBER: 3788 SAMPLE IDENTIFICATION: Charter U6843, MW-13 Hyannis, MA MATRIX: Water in glass COLLECTED BY:J. Smiegal - ------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE * ug/L 100 624 0) 04/10/89 CHLOROBENZENE ug/L 100 624(1) ETHYL BENZENE * ug/L 130 624 0 ) TOLUENE 2100 ug/L 130 624(1 ) total XYLENES 8700 ug/L 130 624(1 ) 1 ,2 DICHLOROBENZENE * ug/L 130 624 0 ) 1 ,3 DICHLOROBENZENE * ug/L 130 624(1) 1 ,4 DICHLOROBENZENE * ug/L. 130 624 0 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company cf, STA CERTIFIED LABORATORY - MA 097 H Y DROSAMPLE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED:03/31/89 1230 Furnace Brook Parkway DATE RECEIVED :04/03/89 Quincy, MA 02169 DATE REPORTED :04/11/89 YOUR P. 0, 4 :P,Shean HYDROSAMPLE NUMBER: 3789 SAMPLE IDENTIFICATION: Charter 46843, MW-14 Hyannis, MA MATRIX: Water in glass COLLECTED BY:J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION--------------------------------------LIMIT REFERENCE_ ANAEYSIS BENZENE * ug/L 200 624(1 ) 04/10/89 CHLOROSENZENE * ug/L 200 624(1 ) ETHYL BENZENE * ug/L 250 624(1 ) TOLUENE 3200 ug/L 250 624(1 ) total XYLENES 5600 ug/L 250 624(1 ) 1 ,2 DICHLOROBENZENE ug/L 250 624(1) 1 ,3 DICHLOROBENZENE * ug/L_ 250 624(1) 1 ,4 DICHLOROBENZENE * ug/L 260 624(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company ST CERTIFIED LABORATORY MA097 H Y D R 0 SAMP LE LABORATORY Division of Zecco incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED:03/31/89 1230 Furnace Brook Parkway DATE RECEIVED :04/03/89 Quincy, MA 02169 DATE REPORTED :04/11/89 YOUR P. 0. :P.Shean HYDROSAMPLE NUMBER: 3790 SAMPLE IDENTIFICATION: Charter 46843, MW-17 Hyannis, MA MATRIX: Water in glass COLLECTED BY:J. Smlegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------------------------- ----------------------------- BENZENE ug/L 4.0 624 0) 04/10/89 CHLOROBENZENE * ug/L 4.0 624(1) ETHYL BENZENE * ug/L 5.0 624(1) TOLUENE * ug/L 5.0 624(1 ) total XYLENES * ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 6.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624 0) 1 ,4 DICHLOROBENZENE * ug/L- 5.0 824(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-067 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company iS TIE CERTIFIED LABORATORY - MA097 HYDROSAMPL E LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED:03/31/89 1230 Furnace Brook Parkway DATE RECEIVED :04/03/89 Quincy, MA 02169 DATE REPORTED :04/11/89 YOUR P. 0, 4 :P.Shean HYDROSAMPLE NUMBER: 3791 SAMPLE IDENTIFICATION: Charter 46843, Influent RW-i Hyannis, MA MATRIX: Water in glass COLLECTED BY:J. Smiegal -------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION ----------------------------------------------- LIMIT REFERENCE---------------------ANALYSIS -------- BENZENE * ug/L 4.0 624(1) 04/10/89 CHLOROBENZENE * ug/L 4.0 624(1) ETHYL BENZENE * ug/L 5.0 624(1) TOLUENE 33 ug/L 5.0 624 0) total XYLENES 230 ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(i) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company S TE CERTIFIED LABORATORY - MA097 f - HYDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01632 Phone: . (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED:03/31/89 1230 Furnace Brook Parkway DATE RECEIVED :04/03/89 Quincy, MA DATE REPORTED :04/11/89 YOUR P. 0. It :P.Shean HYDROSAMPLE NUMBER: 3792 SAMPLE IDENTIFICATION: Charter 46843, Influent RW-2 Hyannis, MA MATRIX: Water in glass COLLECTED BY:J. Smlegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------------------------------------------------------ BENZENE 16 ug/L 4.0 624 0) 04/10/89 CHLOROBENZENE ug/L 4.0 624 0) ETHYL BENZENE 87 ug/L 5.0 624 0) TOLUENE 230 ug/L 5.0 624(1) total XYLENES 320 ug/L 5.0 624(i) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE ug/L 5.0 624(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company ST E CERTIFIEW LABORATORY - MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager _REPORT OF ANALYSIS 602 Purgeabies CLIENT: Circle K Corporation DATE COLLECTED:03/31/89 1230 Furnace Brook Parkway DATE RECEIVED :04/03/89 Quincy, MA DATE REPORTED :04/11/89 YOUR P. 0. tt :P.Shean HYDROSAMPLE NUMBER: 3793 SAMPLE IDENTIFICATION: Charter U6843, Effluent Hyannis, MA MATRIX: Water in glass COLLECTED BY:J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION ------------------------------- _LIMIT -REFERENCE----- ANALYSIS --- --------- BENZENE * ug/L 4.0 624(1) 04/10/89 CHLOROBENZENE * ug/L 4.0 624(1 ) ETHYL BENZENE * ug/L 5.0 624 0 ) TOLUENE * ug/L 5.0 624(1) total XYLENES * ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE ug/L 5.0 624(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company 9 / I-kvt -14 STATE CERTIFIED LABORATORY - MA097 HYDROSAMPLE DIVISION OF ZECCO, INC. BILL TO: @01MO M @Rgu@mv NNW 6513 �'/17�i SITE LOCATION: COLLECTED BY: 1 J� /\ CUSTOMER P.O. v e:+.: s .:.., iw fair `:;�;>'° --a+:. °.:. _: :vi ,°.Mxr +.>,xF:`:,? , :-*s•r;,'S.-x: ,n..dR ,,:.' `±:x HYDROSAMPLE, a „ •cSAMPLE ID 0'N k;t +< MAIAD(. 'COHfAINER DURJCAiES COLLECTION T1tiAE as^ I.D.NUMBER § , ,+c. ,, k<.r,x .e ., w: a,. , , �a, >..,. .a .,,, :` agx. ......::, z:ra .zCOIIECIIONDA1E;w�� v PRESE VA ..t�i PM 3 - �/ 19 . M Wr� TEST REQUE D: COMMENTS: �; ,t � r � �:� � tea, s ^;�'= t, y:•: ro �✓. -' ,r „i'4,�....+ '� •. r„„ 'f ^§^ 'a'.. 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' ,a';€ t N ,>;i>:f AM s ^€ ,+as +�•,,,a;a.•. t,i't ,.- ',: J , -''x �t € F ¢>", s 1.9 m< ' k a4 ,..rT ,,.;as1 ° ','• ,.�s• „ .>, ;c3Y r, .TEBTREQUE8TED z;n s. « ,.a3 .%5. % - �'! �� rp � A .» �>; a, :1" " .1 .�. �t�> � �F�� (bMM6NT8 q-. II, #g e^�`,�:r ,ut±„d.:,�. ^Y`+ ,d�v�,a<,e,.=h, �'- .a,��,.Py,,,*a ifs s":e ,g r?<-a�.:.� u�, 4:F y ir;`.:�z E* .wx-e.`,P,s$c"-�'� ".�"*••`a�$@va' c1, �', °.k,�, ".;. < v'sr�, ^��%+,`�t=:t.� �,=`" AM 19 PM TEST REQUESTED: COMMENTS: E�TE >k�ru�,„ E TED•U 8 .�rYx f4=-. �° s 4"•uv"„ .v" '�;. R�ELINO�U OMED BY° ` !RE DA T ,, 9, TIME: /j 1 �.J�" � �, r _7•Tw,9�;, i i •'f �r 1�� 'T)�'' '�`.. 'L'•ram /'t--1 t/r" 1 /C/, ✓.�`..! �•---PPMM' AM 19 PM AM 19 PM f ' HYDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company ' 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (608) 393-3074 Mr. Alan C. Ford, Laboratory Manager 'REPORT OF ANALYSIS 602 Purgeables CLIENT: Circle K Corporation DATE COLLECTED:02/06/89 500 South Faulkenburg Road DATE RECEIVED :02/07/89 Tampa, FL 33619 DATE REPORTED :02/13/89 tt HYDROSAMPLE NUMBER: 3369 YOUR P. 0. :S.Belin SAMPLE IDENTIFICATION: Circle K 46843, Influent (RW) Hyannis, MA MATRIX: Water in Glass COLLECTED BY: J. Smiegal --------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION --- LIMIT REFERENCE ANALYSIS - --------------------------------------------------------- BENZENE * ug/L 80 602 0) 02/08/89 CHLOROBENZENE * ug/L 80 602 0) ETHYL BENZENE 1000 ug/L 100 602 0 ) TOLUENE 970 ug/L 100 602 0) total XYLENES 8600 ug/L 100 602(1) 1 ,2 DICHLOROBENZENE * ug/L 100 602(1) 1 ,3 DICHLOROBENZENE * ug/L 100 602 0) 1 ,4 DICHLOROBENZENE * ug/L 100 602 0) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company *STCtE1R1kTIFItEDBORA ORY�- MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company ' 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeabies CLIENT: Circle K Corporation DATE COLLECTED:02/06/89 500 South Fauikenburg Road DATE RECEIVED :02/07/89 Tampa, FL 33619 DATE REPORTED :02/13/89 YOUR P. 0. # :S.Belin HYDROSAMPLE NUMBER: 3370 SAMPLE IDENTIFICATION: Circle K #6843, Effluent Hyannis, MA MATRIX: Water in glass COLLECTED BY: J. Smiegal ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS -------------------------------------------- ----------------------------- BENZENE * ug/L 4.0 602 0) 02/08/89 CHLOROBENZENE * ug/L 4.0 602 0) ETHYL BENZENE * ug/L 5.0 6020) TOLUENE * ug/L 5.0 602 0) total XYLENES * ug/L 5.0 602(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602 0) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602(1) NOTE: *, If present, Indicates this parameter Is below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company 4SCEkRTIFVILABORATORY - MA097 HYDROSAMPLE DIVISION OF ZECCO, INC. ��1 ({i do Y BILL TO: _ SITE LOCATION: COLLECTED BY: CUSTOMER P.Ol , ;,S.A. P�LEs ID,�ENT. FI,C„ .:•-,,:, .r€aA rtF» - ;� 4 _HYDROSAMPLE. AOS A U %lmCOLLECTION TIME r :CO r aI.D.NUMBER °.PvR Ev SERV�rA TIVE - a, , _lr , ? 0 19..: COMMENTS: tl ., ,: ...q:« .- ,., >;„�.s�°,x .� . ..>.s, :e. . ,, ,Hss• r � ��; � :§, ,fie ....`.:: .,x.` =r c � ,;,' � - ...�� ar=..�:: �'>:4a r-a 5.�� „_�.:� .»k< ➢�. �- "-� .. ,pc, �. *... °.:x'' r;�' � /� a' ,-`, ,s, r,„a�>m�aay� �- � ,� }�.x R�e•a,�' ^ d' �' �:. i„ ns '� ��'¥` '�' s�,�r�"e �� u<;��v< �'- � >,..,,�� ' + ZJ �. +�' � J �'w�! _ °fit ?� �w• �:,IC.� � a19 `�y„� `? "«�,�� ,�, .�s ..p$, ,° A. .. z t.f�:# �,' ,�.:: ;#� '`i- e� ,., .,,. ,,,�.. :>.`.... v v wa'-c' a eae ..k•E!` -''�€Phl '..,ro~�$?':T "�' £r:«:«,�$5:>�q.a^s.`§^h,e� ,�zaz.-+�, '.;. +a�~'s°a.,. i✓e w TEb. ,TEST ol;v, .. 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PM 19 TEST REQUESTED: COMMENTS: „ ;r..,,t._ A -,a . .,. ,. >.. ,. �. ., �`, « z� .a� ,,�`;,; ,� �, .,.:.,.e.R-� ..k,,:t_ k :,�,,.,, �,,,c�t;,o-•fir w..a? 3+�. , � x ,S i��,'� �?!.�s.r nr' �`�:,�. ab '4 �„�v• �4...•< � � A��3 ..�, �> � y: ;^i �.,,� '�, ,may. 377 .a;-.., '.::,r :.5'!".. a^ r§d �n s '; + a': .� 4• t €Ypt t snk 5 ` =TEST.REGUESTED a 5 s MENTS > x .x,.+ r. ..s,' n, ,_r•, �1 s, �_. e* � F��`� `# a`�',w 8Y a �r ,,.�"s.E'�rs'+^. > �.. ... ,=r s* > �9�° "�^v, `�" � >xk: „.,qr„" ,�t �> �#r ,�' �;'s, S, ffs ' A� �r x tar >e .P r � �W �.; �,r'A.:Ha�*"t� s-r �r!�,5•r�,, as,:*<.�.. ,:�?.�a :�:. ��`;#�,� air., - - � y,.,-«csa�AH^g$,r,H,,'efi �" « H: .. <.r�.,,, �?,:.,ann�z�' -Gaza<t�. �.. *�`-_• AM 19 TEST REQUESTED: COMMENTS: r,., q q`F k f �..xc. ..cry,`.�� "A.S ,.2..�,,, ,d r ': .'�H .,'�, -=✓i'. AM.: efrs € >ro .#�-w'.,�:.� i.�� :;. a F .:.� a,<..�' �xr m.. q ..'� ,. .-,., s, ��-�' f. ,.3, ,s � „ �[ "1$�, ':�� .r1•.��.,. gSr�"^S+;Y9 Q «q:,, a 2 �'^ .*r�i,x! t'x y 3 U,q^�•�..�.,. .�,,. ,�ti f �"3• M, a"� f rk0 _. ,k t410 a r COMMENTS ? , ' e< ,.., h ,• ! .TES?REOUESTED.,n^ , x .,ae r. w aa :: s C ;::'`3 *"�.r 'g,,. a e. *4,r t' r 3 n �C^: ,i�' €£ x , r :a,� .. .' r�.;'��- `'X�'��-fs�a-�4•,° '�w�, `>zs*$a�^sn,F." F,%�,.�;.::�g �v�. 'at .�°.rs"`.�;�"J:�•�6 .�. ,«,a aka".5�'.�r�,h.,s.,.+vYr�.« d-•�..+, .Win, t'.� u.a?4A,,..�-,.�+':-.'taGezww,�,� �s��s..#� £�'�a.;�i .-p:' �s AM 19 PM TEST REQUESTED: COMMENTS: AP4,s„y ,y;:x ..s-,-a<:.,, $ S. '• =>n },' £-r '=.i ,, ,,1 ;t.. -x �,i: -x <� AM $ d.; .: tf„19 ka ^„ ,,• �:r a t :i g TV TEST REQUEBTED a„ , 3.pc'w lk4`^' �"`'?,dr: -µ�,*, -° ✓aS` `s.L°3..,�.n<,"x k'r?`°S�?xa�.,d yts.k.iR z.K. r'z :',xd .^,K' "Br. .F`; ..,adiR:'_°r:?` :xr.1 »ta aa'i i,.. `.HiF',;`"°uT:..<€"t =z RELINQUISHED Y: ` RE� Y-J j; ' d 'p;,...-j1. I r I: DATE: TIME: / ~� FU 19 AM 1s PM AM 19 PM f uo Gnn January 31 , 1989 LK-3742 JN7065110.D Mass h- setts Penartment of o ii%nv.... -� Environmental Quality Engineering Hazardous Waste Section Southeast Region Lakeville Hospital Lakeville, MA 02347 ATTN: Ms. Maria E. Ramirez RE: Old Colony/Circle K Gasoline. Station #6843, Iyanough Road, Hyannis, Massachusetts Dear Ms. Ramirez: This letter is provided as a status report on the progress of the installation of a second groundwater recovery well (RW-1 ) at the Old Colony station (#6843) off Iyanough Road in Hyannis, Massachusetts (OIR/SA-4426) . Approval of the proposed well location was received in writing from Mr. Christopher Tilden of your office on September 15, 1988. GHR has scheduled the recovery well installation to begin Monday, February 13, 1989. The completed well will be 8 inches in diameter with a 20-foot gravel packed screen. The well will be developed following installation to improve the hydraulic conditions around the well and improve the specific capacity and efficiency of the well . As approved by Mr. Clinton Watson, DWPC - Boston, by telephone conversation on January 19, 1989, the development water will be collected in a settling tank to remove fines. The water in the tank will then be pumped into the operating recovery well (RW-2) . It is anticipated that well installation and development will be completed within three days. GHR ENGINEERING ASSOCIATES.INC. log RHODE ISLAND RD. LAKEVILLE.MA 023-17 508 946 0700 Ms. Maria E. Ramirez Page 2 January 31 , 1989 LK-3742 GHR is coordinating with Charter Marketing Company and Mr. Seth Pickering of DEQE - Air Quality Control Section regarding renewal of the existing air quality discharge permit. The permit is up for renewal in May 1989. Please contact either Mr. Joseph Salvetti , Project Manager, or me at (508) 946-0700 if you have any questions regarding the recovery well installation. Sincerely, GHR ENGINEERING ASSOCIATES, INC. Patricia A. deGroot Hydrogeologist PAdG/rlm cc: Mr. Steve Belin, The Circle K Corporation Mr. George Wadsworth, Barnstable Water Company Mr. Thomas McKean, Town of Barnstable Health Department Mr. Clinton Watson, DWPC - Boston Lim DISCHARGE PERMIT Name and Address of Applicant:_ Charter Marketing One Center Plaza, P.O. Box 4726, Jacksonville, Florida 32232 Application No. : 0-321 Date of Application: 8-27-86 Permit No. : Date of Issuance: 09-16/87 Date of Expiration: 09/16/92 AUTHORITY FOR S ANCE Pursuant to authority gran�ed by Chapter 21, Sections 26-53 of the Massachusetts General Laws, as rmended, the following permit is hereby issued to: Charter Marketing (hereinafter called the "permittee"), authorizing discharges from a groundwater reclamation treatment facility at the Old Colony Gasoline Station, Iyanough Road, Hyannis, MA to the ground such authorization being expressly conditional on compliance by the permit- tee with all terms and conditions of the permit hereinafter set forth. This permit shall become effective on the date of the Director' s signature and shall expire on 09/16/92 T omas C. McMahon, Director Date Division of Water Pollution Control r t1 c _ - I. SPECIAL CONDITIONS A. Effluent Limits The permittee is authorized to discharge into the ground from the ground-water recovery and treatment facilities for which this permit is issued a treated effluent, the constituents of which shall not at any time exceed the concentrations of influent and shall properly operate and main- tain said system until the influent and effluent conform to the following performance standards: Final Discharge Limitations Effluent Characteristic Flow 140 gallons ,per minute Total Hydrocarbons 100 ppb Benzene 5 ppb Toluene 20 ppb Total Xylenes 20 ppb Ethyl Benzene 20 ppb 1) The discharge of the effluent shall not result in any demonstrable adverse effect on the ground water or violate any water quality standard that has been promulgated. B. Monitoring and Reporting 1) The permittee shall monitor and record the quality and quantity of effluent prior to discharge to the recharge trenches according to the following schedule and other provisions: 2) For the first three months: Minimum Frequency Parameter of Analysis Sample Type Flow Daily Average Total Hydrocarbons Monthly Grab Benzene Monthly Grab Toluene Monthly Grab Total Xylenes Monthly Grab Ethyl Benzene Monthly Grab A minimum of (1) analysis utilizing E.P.A. method 624 must be performed under this section. E.P.A. method 602 may be utilized for the remaining required analysis. , All . analyses shall be performed by a laboratory certified by the State for the constituents specified in Part I. All analyses shall be performed within two weeks of the date of collection. b) For the remainder of the permit: Minimum Frequency Parameter of Analysis Sample Type Flow Daily Average Total Hydrocarbons Quarterly Grab Benzene Quarterly Grab Toluene Quarterly Grab Total Xylenes Quarterly Grab Ethyl Benzene Quarterly Grab A minimum of (1) analysis utilizing E.P.A. Method 624 must be performed annually under this section. E.P.A. Method 602 may be utilized for the remaining required analysis. All analyses shall be performed by a laboratory certified by the State for the constituents. specified in Part I. ' I All analyses shall be performed within two weeks of the date of collection. 3 ) The permittee shall monitor, record and report the quality of water. in monitoring wells MW-1, MW-7, MW-8, MW-12, and MW-13 according to the following schedule and other provisions: Total Hydrocarbons Quarterly Benzene Quarterly Toluene Quarterly Total Xylenes Quarterly ' Ethyl Benzene Quarterly Static Water Level Quarterly A minimum of (1) analysis utilizing E.P.A. method 624 must be 'performed annually under this section. E.P.A. method 602 may be utilized for the remaining required analysis. The permittee shall submit all reports on an acceptable form, properly filled and signed, on the fifteenth day of every month, beginning thirty days after the issuance of this permit, to the Regional Environmental Engineer, Department of Environmental Quality Engineering, Southeast Regional Office, Lakeville Hospital , Lakeville, MA 023456, and to the Director, Department of Environmental Quality Engineering, Division of Water Pollution Control , One Winter Street, Boston, MA 02108. 1 t C. Supplemental Conditions i 1) The permittee shall operate and maintain the approved air-stripper system until such time that the permittee can demonstrate that the influent water quality complies with the limits for the discharge specified in Section 1.A of this permit by providing three (3) con- secutive- months of sampling data to the DEQE. When such a level of mitigation has been achieved the permittee shall sample all of the monitoring wells for analysis of all parameters specified in Section 13.1. The permittee shall provide the DEQE with written documen- tation verifying that the performance standard has been attained and request DEQE approval to terminate the operation of the subject treatment system. When the system has complied with the performance standards and received DEQE approval to conclude operation, the per- mittee shall submit to the DEQE a schedule by which the treatment system shall be taken out of service, dismantled, and/or removed from the site. Plans shall also be submitted detailing the measures to be taken to remove and/or properly secure the recovery, and moni- toring wells at the site. 2) The permittee shall retain access and control of the operation and maintenance of the ground water recovery systems, treatment system(s), injection well (s )/trench(s) and all monitoring wells in the event of a sale of the subject property during the period of this permit. 3) The permittee shall notify the Division of Air Quality Control of the intention to employ the use of an air stripper treatment system and apply. for and obtain the appropriate approval (s) and/or permit(s). 4) Approval by the Division of Water Pollution Control to terminate the operation of the ground water recovery/treatment system for which this permit is written does not relieve the permittee from any ground water monitoring that may be required by the Division of Solid and Hazardous Waste. 001 L DAY, BERRY& HOWARD 260 Franklin Street Boston Massachusetts 02110-3109 Counsellors at Law Telephone (617) 439-9150 Boston, Hartford and Stamford Telex 990686 David B. Broughel May 25 , 1989 Mr. Thomas A. McKean Director of Public Health Town of Barnstable Board of Health 367 Main Street Hyannis, 02601, Re: Iyanough Road, Old Colony Petroleum Company, Inc. Dear Mr. McKean: This will confirm the substance of our telephone conversation this afternoon concerning the hearing which Old Colony Petroleum Company, Inc . , has requested before the Board of Health on June 6, 1989 . Old Colony of course wishes to ensure that its storage facilities meet the strictest safety and engineering standards. Because as you indicated the scheduled hearing is intended to pertain only to the removal of the tanks located at 258 Iyanough Road in Hyannis, and the Board contemplates no restriction on Old Colony' s right to replace the tanks in accordance with the procedures and in the manner provided by law, . Old Colony hereby withdraws its request for a hearing. Thank you for your cooperation in this matter. Very truly yours, David B. Broughel DBB/spw cc : Mr. Steve Belin • Zecco.. Inc. A Metcalf& Eddy Company December 20, 1989 Seth Pickering Department of Environmental Protection Southeast Regional Office Lakeville Hospital Lakeville, MA 02347 RE: SMAPCD=Barnstable-Section 7.02 Action "13 Plan Application No 4P?902 i Former Old Colony Service Station lyanough Road, Hyannis, MA Dear Mr. Pickering, This letter is in reply to the DEP letter sent to GHR Engineering Associates, Inc. dated October 26, 1989 in reference to Air Pollution Control implementation at the above referenced Site. As you have been made aware,the Site has experienced treatment modifications as well as changes in the Site conditions (free phase product in the newly installed recovery well RW-1). Circle K Corporation has retained Metcalf&Eddy/Zecco, Inc to design and install air emission control equipment on the air stripping unit at the Site. We looked through the submitted application dated June 13, 1989 prepared by GHR Associates and do not feel the proposed equipment is adequate to handle the present concentrations and proposed SUM capacity. We plan to resubmit the air discharge permit with revisions which reflect the new Site conditions. The plan designs are currently being finalized and the application will be forwarded shortly. Please contact myself or Mark Noack of this office with any questions regarding this matter. Sincerely, . .� stine W. Smiegal , upervisor; Hydrogeological Engineering CC: Steve Belin; Circle K Corp Pat Shean; Circle K Corp Vaughan Steves; DEP Hyannis Board of Health 4 JWS:cac MEMBER 345 West Main Street•Northboro, MA 01532•(508)393-2537• FAX(508)393-7485 PE�= V as 2e.,o �enozsrourrner (ffn S. Russell Sylva Commissioner J 0231<7 947=1,?31, 6�e 6,Y0=6Y4 - August 5, 1986 C(apy Groundwater Technology RE: SMAPCD--BARNSTABLE--Section 7.02(2) 5 Division.of Oil Recovery Systems, .Inc. Application No. SM-86-110-IF, 1420 Providence Highway Plan Approval Suite 128 Norwood, Massachusetts 02062 ATTENTION: Lori B. Leo Gentlemen: The Department of Environmental Quality Engineering,. Division of Air Quality Control, has reviewed the information submitted July 16,. 1986, relative to a proposed aeration (air stripper) tower.installation at the. Old Colony Service Station, Iyanough Road, Hyannis, Massachusetts. .A review .of the information by Department Engineers indicates that one Oil Recovery Systems, Inc. , single stage, counter current flow, packed bed aeration tower which will be utilized to treat contaminated groundwater at the facility. This is to .be a ,temporary facility which will operate for an expected duration of one (1) year. Maxie un-projected emissions of Volatile .Organic Compounds will be .334 pounds per hour (1.4. tons per year). In accordance with Section 7.02(2) as contained in 310 CMR 7.00 "Air Pollutioni Control Regulations," the Department hereby grants final approval for the facility„ as submitted subject to the following provisos: 1. That this Regional .Office shall be notified, in writing, when the facility is deemed ready for continuous operation. 2. That should a nuisance-condition occur due to the operation .of the equipment approved herein,appropriate steps shall be immediately taken to .abate the nuisance condition. 3. That the ability of the equipment to maintain an emission rate at or below the stated level in the application shall be demonstrated if deemed necessary by the Department. -2- f Failure to comply with the above stated provisions will constitute a violation of the "Regulations." The Department may also revoke this approval if the construction work is not commenced within two years from the date of issuance of this approval, or if work is suspended for one year. An Environmental Notification Form, for air quality control purposes, was not required for this action since it is categorically exempt pursuant to the Regulations Governing the Preparation of Environmental Impact Reports adopted by the Secretary of Environmental Affairs. This action has been determined to cause not significant damage to the environment. Please be advised .that this approval does not .negate the responsibility of those parties owning,,;leasing or controlling the operation of the described equipment to comply with other applicable federal, state or local regulations. Any violations of the Department's Regulations found during inspection will be cause for the Department to .initiate enforcement action, including, but not limited to administrative or statutory penalties. Should you;have' any questions. concerning this matter, contact Michael Quirk. Very truly yours, , I Vaughan M. Steeves, Chief Air Quality Control Section S/HQ/lm cc: Board .of Health Town Hall Hyannis, MA 02601 Fire Department Hyannis, MA 02601 i DEQE - DAQC ATTN: Program Implementation Branch DEQE - Southeast ;Region ATTN: Chris Tilden, P.E. i S. Russell Sylva Commissioner 4 1986 Coto Y 9J17-123l, &xt 6X0-68.1 August 2.8, 1986 Old Colony Petroleum Co. RE: BARNSTABLE--Incident Response 21 West Church Street Site Assessment--(Location No. One Charter Plaza 6843) , 258 Iyanough Road, Jacksonville, Florida 32202 Plan Approval, M.G.L. , Chapter 21E ATTENTION: Mr. William G. Schwind Vice President Gentlemen: The Department of Environmental Quality Engineering has received your remedial groundwater restoration report entitled "Site Assessment S�mmLy of Old Colony Gas Station (Location No. 6843) Hydrogeologic Investigation with Recommendations for Remedial Action," and the following plan entitled: it EXISTING CONDITIONS, GROUNDVATER CONTOUR AND REMEDIAL ACTION SCHEMATIC PLAN The report and plan was prepared by GHR Engineering Corporation. The restoration program requires that the groundwater contaminated with benzene, ethylbenzene, toluene and xylene (BTX's) be passed through an "air stripping" device and recycled into the ground. The Department has reviewed the above-listed report and plan and approves of the groundwater restoration program as proposed. This approval is authorized pursuant to Massachusetts General Laws, Chapter 21E, Section 6, subject to the following conditions: 1. During system start-up, effluent samples will be obtained and screened for VOCs daily for five (5) days. All data shall be submitted to this office for review; 2. During start-up, gauging of monitoring and recovery wells shall be conducted daily for several days to assure proper pumping levels are established; 2 - 3. All monitoring and testing results shall be sent to the Department weekly during the initial start-up phase of the program; 4. Monthly status reports shall also be sent to the Department. Said reports shall include data on: a. Groundwater elevations determined by monitoring well locations; b. Volume of product (BTX's) recovered, both cumulative and incremental, for each reporting period; c. Influent and effluent analysis data using EPA Method 602 (BTX's) for the groundwater passed through the air stripping column; and d. Analysis data EPA Method 602 (BTX's) for the existing monitoring well system (to assess the effectiveness of the groundwater restoration) . 5. Monthly monitoring reports shall be submitted to the Department for the duration of the groundwater restoration program; 6. Groundwater treatment system as-built construction information shall be submitted with the first monthly report; and 7. Documentation of any significant treatment system down time shall also be submitted with the monthly report. Please be advised that this approval pertains only to the design, construction and operation of a groundwater treatment system necessary to conduct remedial actions required under Massachusetts General Laws, Chapter 21E. A draft permit for groundwater discharge is required for this project prior to start-up, in accordance with M.G.L., Chapter 21, Sections 26-53. A groundwater discharge permit may be obtained through the Division of Water Pollution Control, One Winter Street, Boston, MA 02108. Plans for the aeration tower were approved by the Division of Air Pollution Control on August 5, 1986, pursuant to 310 CMR 7.02, adopted under M.G.L., Chapter 111, Sections 142A-D. The authority to suspend or discontinue the groundwater restoration program shall rest solely with the Department. The Department reserves the right to request additional information (which it may deem necessary) to evaluate the effectiveness of the groundwater restoration program. If there are any questions concerning this matter, please contact John Blundo of this office. Very truly yours, Christopher Tilden, P.E. , Acting Deputy Regional Environmental Engineer i T/JB/kd 4- - 3 - cc: Office of Incident Response Boston, Mass. Barnstable Hazardous Waste Coordinator Town Hall Hyannis, Mass. 02601 GHR Engineering Co. 75 Tarkiln Hill Road New Bedford, Mass. 02745 ATTN: Joseph Salvetti John F. Shields 121 East Bay Road Osterville, Mass. 02655 David Broughel, Esq. Day, Berry and Howard One Post Office Square Boston, Mass. Div of Water Pollution Control ATTN: Mark Pare Div. of Water Pollution Control ATTN: Philip S. Ripa Div. of Air Quality Control ATTN: Vaughan M. Steeves r. Z, V S. Russell Sylva O Commissioner a�l�iiCaL �iz.6 'tiu C2-S4 7 COPY September 23, 1986 t Old Colony Petroleum Co. RE: BARVSTABLE--Incident Response 21 West Church Street Site Assessment, Location No. 6843, One Charter Plaza 258 Iyanough Road, Amendment to Jacksonville, Florida 32202 Plan Approval, M.G.L. , Chapter 21E ATTENTION: Mr. William G. Schwind Vice President Gentlemen: The Department of Environmental Quality Engineering is in receipt of a letter submitted on your behalf by GHR Engineering, dated September 10, 1986. The purpose of the letter was to seek approval to analyze the groundwater and air-stripper influent/ effluent using the HNu 301 screening method instead of EPA Method 602. The Department has reviewed the request and has determined that the following changes be incorporated into the Plan Approval letter issued by the Department on August 28, 1986: 1. Condition -4(d) shall read "Analysis data using the HNu 301 Method for the existing monitoring well system (to assess the effectiveness of the groundwater restoration) ." 2. Analysis of the influent/effluent from the air-stripper shall continue to be done usinT EPA Method 602. 3. Your firn.may request (in writing) that the Department reduce the frequency of sampling events if after several sampling periods analyses results indicate a substantial decrease in the level of contaminants at the site r If there are any questions concerning this matter, please contact John Blundo at the above address and telephone number. Very truly yours, c Gerald A. Monte, Acting Chief Solid and Hazardous Waste Section Y M/JB/kd i f - 2 - cc: Office of Incident Response ATTN: James Colman Hazardous Waste Coordinator Town Hall Hyannis, Mass. 02601 GHR Engineering 75 Tarkiln Hill Road New Bedford, Mass. 02745 AT'IN: Joseph Salvetti a Mr. John F. Shields 121',East Bay Road Osterville, Mass. 02655 David Broughel Esq. Day, Berry and Howard One Post Office Square Boston, Mass. Div. of Water Pollution Control ATTN: Philip S. Ripa Div. of Air Quality Control ATTN: Vaughan M. Steeves Div. of Water Pollution Control One Winter St. Boston, Mass. 02108 i i l t i '0ommww aea&1z,al�&, lackaeeZ - rYJefzaix4melr 61, (;iA"�erxvc Cxeccctiive a)f-Rz ib QZ9,441 - W tP� iuL` Notification for Storage Tanks Regulated Under 527 CMR 9.00 Forward completed form,signed by local fire department,to:Mass. UST Program,Dept. - 1 - 6 - of Fire Services,One Ashburton Place-Roo 1 Boston MA 02108 1618 � p P!U �A U to Received: Use Form FP-290R to notify of tank removals u !�pfa�a f r• Telephone (617)727-8500 r` A! Fire Dept. ID# 0/91 (Fire Department retains one copy of FP-290) Fire Dept. Sig. ❑ A. New Facility(see instructions,#1) r-:0 B Amended ❑ C. Renewal INSTRUCTIONS: Form FP-290(Notification for Aboveground-and Underground Storage Tanks)is to be completed for eac)T7 7 1 State Use Only location containing underground or aboveground storage-tanks regulated under 527 CMR 9.00. If more than five tanks are owned at this location,photocopy the following pages and staple continuation sheets to the form. The FP-290 must be A. Facility Number completed in duplicate. Although the form may be photocopied,the facility owner or owner's representative must sign each copy separately;photocopied signatures are not sufficient. Both copies of the FP-290 are to be forwarded to the local B. Date Entered fire department,who will check all information and certify the forms. The fire department will retain one copy of the FP- 290 for its records,and the facility owner shall be responsible for forwarding the other copy to the Dept of Fire C. Clerk's Initials Services at the address above. The local fire department will issue the permit portion of the FP-290;however,registration is not complete unfit the FP-290 is received and checked by the UST Regulatory Compliance Unit. All questions on this form D. Comments are to be answered.Incomplete forms will be returned. 1*New Facility"means a tank or tanks located at a site where tanks have not been previously located. 2'Facility street address"must include both a street number and a street name. Post office box numbers are not acceptable, and will cause a registration to be returned.II geographic location of facility is not provided,please indicate distance and direction from closest intersection,e.g., (facility at 199 North Street is located)QQ9-Y.UAs sou ns Ro4d (intersection). GENERAL • • Notification Required )Exception-(a)a farm orresidential tankof 1,100gallons or less capacity used forstoring mot Fire Prevention Form FP-290Is to be used as Notification.Registration,and Permit for fuel for noncommercial purposes,or(b)a tankused for storing heating oilforconsumpti% i aboveground and underground storage tanks and tank facilities regulated under 527 use on the premises where stored are not required to be registered under527 CMR 9.0- Code of Massachusetts Regulations 9.00.No regulated aboveground or underground Penalties-Anyowner who knowingly fails to notify or submits false information shall be subje storage tank facility shall be installed,maintained,replaced,substantially modified or to a civil penalty not to exceed$25,000 for each tank for which notification is not given or f removed without a permit(FP-290)issued by the head of the local fire department. The owner of any storage facility shall within seven working days notify the head of the which false information is submitted.(MGL Chapter 148,section 38H,527 CMR 9.00) local fire department and the Dept.of Fire Services of any change in the name, Aboveground Storage Tanks address,or telephone number of the owner or operator of a storage facility subject to 527 CMR 9.00 requires the registration of any aboveground storage tank which meets the regulation by Chapter 148,Mass.General Law and by 527 CMR 9.00. following definition:a horizontal or vertical tank,equal to or less than 10,000 gallons Underground Storage Tanks capacity,that is intended for fixed installation without back fill above or below grade,and Each owner of an underground tank first put into operation on or after Jan.1,1991, used for the storage of Hazardous Substances,Hazardous Wastes,or Flammable or shall,within thirty days after the tank is first put into operation,notify the Department of Combustible Uquids. Fire Services(the department)of the existence of such tank,specifying;to the extent Exception#1:Aboveground tanks of more than 10,000galtons capacity regulated by520CM, known,the owner of the tank,date of installation, capacity,type,kxation,and uses.of 12.00(Requirements for the Installation of Tanks Containing Fluids Other Than Water such tank:By no later than Jan.31,1991.each owner of an underground storage tank . Excess of 10,000 Gallons)are not required to be registered under 527 CMR 9.00. that was in operation at any time after Jan.1,1974, regardless of whether or not such Exception 92:(a)a tarn or residential tank of 1,100 gallons or less capacity used for storin department of the existence of such tank,specc ifying,to the extent known,the owner of tank was removed horn beneath the surface the ground at anytime,shall notify the motor fuel for noncommercial purposes, or (b) a tank used for storing heating oil fc the tank,date of installation,capacity,type,and location of the tank,and the type and consumptive use on the premises where stored are not required to be registered under 52 quantity of substances stored in such tank,or which were stored in such tank before CMR 9.00. the tank ceased being in operation if the tank was removed from beneath the surface P nalti e•Any person who knowingly violates any rule or regulation made by the Board of Fir. iof the ground prior to the submittal ofsuch notice to the department Such notice shall Prevention Regulations shall,except as otherwise provided,be punished by a fine of not les also specify,to the extent known,the date the tank was removed from beneath the than one hundred dollars nor more than one thousand dollars. (MGL.Chapter 148,sectio surface of the ground prior to the submittal of such notice to the department The 108,and 527 CMR 9.00) operator of any tank that has no owner or whose owner cannot be definitely ascertained,shall notify the department of the existence of such tank,specifying,to the Where to Notify?Two completed notification forms should be signed by both the tank owne extent known,any information relating to ownership of the tank,and date of and the local fire department.One copy will be retained by the fire department,and the tan installation,capacity,type,and location of the tank,and the type and quantity of owner shall send a separate copy to the address at the top of this page. substances stored N such tank or which were stored in such tank before the tank When to Notify?1.Owners of storage tanks in use or that have been taken out of operatio, ceased being in operation if the tank was removed from beneath the surface of the must notify within thirty days. ground prior to the submittal of such notice to the department.If the tank was abandoned beneath the surface of the ground prior to the submittal of such notice to Owners and Operators of Regulated Storage Tank Systems must maintain record- the department,such notice shall also specify,to the extent known to the owner or certifying that all leak detection,inventory control and tightness testing requirementi operator,the date the tank was abandoned in the ground and all methods used to for the Regulated Storage Tank System are current These records must be readif% stabilize the tank after the lank ceased being in operation. available for Inspection. L 1. OWNERSHIP OF TANKS) 11. 'LOCATION OF TANKS) Owner Name(Corporation,Individual, Public Agency,or Other Entity) If known,give the geog"iaphic location of tanks by degrees,minutes,and seconds.Example:Lat.42,36.12 N Long.85,24, 17W MPG Corporation Latitude Longitude oneR..oberts Road 100 vd . north from Mary Dunns Road Street Address Distance and d rection om closest intersection(see instructions 82) Hyannis MPG Facility'Name-or Company Site ide`ntifie`r,as a_ livable �' Plymouth MA 02360 Z5-8—Iyanough Road lty late Zip Code Streal Address(P.O.9ox not acceptable•see instructions 82) Plymouth Hyannis MA 02601 ounty City State Zip Code ( 508 ) 746-1341 04-2927066 Barnstable Phone Number(Include Area Code) Owner's Employer Federal ID# County FP-290(revised 11196) Page Ill. TYPE OF OWNER IV. INDIAN LANDS O Federal Government Q Commercial r. (storage and sale) ❑ Tanks are located on land within an Indian Reservation on O State Government other trust lands. O Private ❑Local Government (storage and use) ❑ Tanks are owned by native American nation, tribe, or individu V. TYPE OF FACILITY Select the Appropriate Facility Description; (check all that apply) _Y Gas Station Marina Trucking/Transport Petroleum Distributor Railroad Utilities Airport Federal-Military Residential Aircraft Owner Industrial Farm Vehicle Dealership Contractor Other(explain) VI. CONTACT PERSON IN CHARGE OF TANKS Name: Bruce Garrett Address: Phone Number(include area code): JobTitle.VP Operations One Rnbertc Rnad Home:(512B)A66-4166 Plymouth, MA 02360( Business: 508 ) 747-3778x124 VII. FINANCIAL RESPONSIBILITY 111 have met the financial responsibility requirements in accordance with 527 CMR 9.00. -------------- -------- --- Check all that apply: ------r—_--- ----- ❑ Self Insurance ❑ Guarantee O Letter of Credit ® Commercial Insurance O Surety Bond ❑ Trust Fund ❑ Risk Retention Group ® State Fund ❑ Other Method Allowed -Specify . Vill. ENVIRONMENTAL SITE INFORMATION .This information should be available from local health agent, conservation commission,or planning department. 1.Tank site located in wellhead protection area CkYes o No ❑Unknown 2.Tank site located in surface drinking water supply protection area CxYes 0 No ❑unknown own 3.Tank site located within 100 feet of a wetland ❑Yes 10 No o unknown 4.Tank site located within 300 feet of a stream or water body o Yes Z No O.Unknown IX. DESCRIPTION OF STORAGE TANKS AND PIPING (COMPLETE FOR EACH TANK AT THIS LOCATION) Tank Identification Number Tank No. 1 Tank No. 2 Tank No. 3 Tank No. Tank No._ 1. Tank status a. Tank mfes serial # (if known) b. Currently in Use �_] x 0 c.Temporarily Out of Use (Start Date) d. Permanently Out of Use �] 0 e. Aboveground storage tank(AST) or O AST DUST O AST}f7 UST ❑AST xO UST ❑AST ❑ UST O AST Dull Underground storage tank-(UST) 2. Date of Installation(moJday/yr.) 11-8 9 11-8 9 11-8 9 3. Estimated Total Capacity(gallons) 8000 4000 4000 FP•290(revised 1 M6) Pa, Identification Number Cont. Tank No.1 Tank No._2__. Tank No. I Tank No. Tank No. Tank (cont.) 4..q„ubstance Currently or Last Stored r----� i" a.Gasoline ®MV ❑Marina ® MV O Marina ❑MV ❑Marina ❑MV ❑Marina ❑ MV ❑ Marin Motor vehicle or other use ❑other ❑other ❑other ❑other ❑ other b. Diesel Motor vehicle or other use ❑MV ❑Manna O MV O Marina MV O Marina O MV O Marina ❑MV ❑ Marim O other O other O other O other ❑other c. Kerosene d. Fuel Oil' •-Cormnpdve Use-cants need not be registered. 'Conswnptfve Use'huet used exdusively for area healing and/or hot water. rr-- e.Waste Oil I.Other, Please specify Hazardous Substance (other than 4a thru 4e above) � CERCLA name and/or CAS number Mixture of Substances Please specify 5. Material of Construction-Tank(mark only one) - Bare steel(includes asphalt, galvanized and epoxy coated) Cathodically protected steel Composite (steel with fiberglass) Fiberglass reinforced plastic(FRP) [�x� X X 0 Concrete Unknown Other 0 �� Please specify 6.Type of Construction-Tank (mark only one) r--- Single walled � � 0 � I_---� Double walled 0 0 -�— Unknown Other Please specify Is tank lined? ❑Yes 3 No O Yes (J No O Yes ®No O Yes O No ❑Yes O No Does tank have excavation'liner? ❑Yes G No O Yes (Z No O Yes No ❑Yes O No ❑Yes O No FP-290(revised 11/96) Pagf r— Tank Identification Number(cost.) Tank No.1 Tank No. 2 Tank No. 3 Tank No. Tank No._ 7. Material of Construction-Piping(mark only one) Bare steel(includes asphalt, galvanized and epoxy coated) i Cathodically protected steel Fiberglass reinforced plastic (FRP) Flexible X [�X X Copper Unknown Other Please specify 8. Type of Construction-Piping(mark only one) Single walled Double walled Unknown Other Please specify Has piping been repaired? ❑Yes t9 No ❑Yes 19 No O Yes 391 No ❑Yes O No ❑Yes O Nc Is piping gravity feed? ❑Yes 10 No ❑Yes Z No ❑Yes Bl No O Yes O No ❑Yes O No Date X. CERTIFICATION, OF"COMPLIANCE 1. Installation A. Installer certified by tank and piping X �� _� 0 manufacturers B. Installer certified or licensed by the implementing agency C. Installation inspected by a registered engineer D. Installation inspected and approved by �_� [X X the implementing agency E. Manufacturers'installation checklists X (X have been completed F. Another method allowed by 527 CMR 9.00. Please specify 2.Tank Leak Detection Tank Tank Tank Tank Tank (mark only one) A. Double-wall tank- Interstitial monitoring X a El B.Approved in-tank monitor ❑ ua C.Soil vapor monitoring (check one below) O Monthly O Continuous E. Inventory record-keeping and tank testing a F. Other method allowed by 527 CMR 9.00. Please specify FP-290(revised 11/96) Page Tank Identification Number(cont.) Tank No. I Tank No. 9 Tank No. 3 Tank No. Tank No. 3:piping Leak Detection (mark only one) Piping Piping Piping Piping Pipinc A.Pressurized a. Interstitial space monitor a ❑ © ❑ ❑ b. Product line leak detector ❑ ❑ ❑ ❑ ❑ (mark all that apply below) ❑ Automatic flow restrictor' ❑ Automatic shut-off device' ❑ Continuous alarm' Also requires annual test of device and piping tightness test or monthly vapor monitoring of sod. B. Suction: Check valve at tank only ❑ ❑ -❑ ❑ ❑ (Requires interstitial space monitor or line tightness test every three years) 0 Interstitial space monitor U Line tightness test C. Suction: Check valve at dispenser only ❑ ❑ El monitor required) ❑ ❑ D. Other method allowed by 527 CMR 9.00. Please specify 4. Date of last tightness test (tank & piping) 5. Gravity feed piping ❑ ❑ ❑ 6. Spill containment and overfill protection Tank Tank Tank Tank Tank A. Spill containment device installed ❑x ❑x ❑x ❑ ❑ B. Overfill prevention device installed ❑x ❑x ❑ ❑ ❑ 7. Daily Inventory Control (mark only one) A. Manual gauging by stick and records ❑ ❑ ❑ ❑ reconciliation x B. Mechanical tank gauge and records ❑ ❑ ❑ ❑ ❑ reconciliation C. Automatic gauging system ❑ ❑ ❑ ❑ ❑ 8. Cathodic Protection (if applicable) Tank Piping Tank Piping Tank Piping Tank Piping Tank Piping A. Sacrificial Anode Type ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ B. Impressed Current Type ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ C. Date of Last Test Certification of Compliance No.: 1087 XL CERTIFICATION (Read and sign after completing all sections) NOTE:Both the copy being sent to the Dept.of Fire Services and the copy retained by the local fire department must be signed separately. A photocopied signature will not be accepted on either document I declare under penalty of perjury that I have personally examined and am familiar with the information submitted in this and all ched documents,and that based on my inquiry of those individuals immediately responsible for ot)taining the information,I believe that the submitted info alion is tru urate,and complete. Name and official title of owner or owner's authorized representative(Print) Signatur Date: rvc� 6.�r��- VIP, d �� la-�b g� FP•290(revised 11/4Fi1 Daniel S.Greenbaum Commissioner �C2iGGG�GeGta�i Gilbert T.Joly / ./, �� D� ! Regional Director &�"YaL ' T �7 THE DEPARTiWENT OF March 27, 1990 ENVIROBNPAEAI AL PROTECTION COPY The Circle K Corporation RE: SMAPCD—BARNSTABIE--Section 7.02, 500 South Faulkenburg Road Action V2, Plan Application 4P89021 Tampa, Florida 33619 Termination, Former Old Colony Service Station, 258 Iyanough Road, Hyannis ATTENTION: Steve Belin Gentlemen: This letter serves to notify you that the Department of Environmental Protection, Division of Air Quality Control, is terminating, without bias, review of Plan Application No. 4P89021 concerning the operation of a contaminated groundwater remediation system at the former Old Colony Service Station located at 258 Iyanough Road, Hyannis, Massachusetts. The Department takes this action in light of the submittal of Plan Application No. 4P90042, received February 20, 1990, on your behalf by Metcalf and Eddy/Zecco, Inc. which incorporates air pollution control equipment into the groundwater remediation system design. A copy of the application is being returned to you for your files. Should you have any questions, please contact Seth Pickering at (508) 946-2770. Very truly yours, Vaughan M. Steeves, Chief Air Quality Control Section S/ASP/sh Enclosure Original Printed on Recycled Paper J I - 2 - cc: Board of Health Town Hall 367 Main Street Hyannis, Mass. 02601 DEP/DAQC ATTN: Program Implementation Branch Old Colony Petroleum Co. , Inc. 1230 Furnace Brook Parkway Quincy, Mass. 02169 . ATTN: Mr. Patrick Shean 1 \_ -___-- liel < f t SEF I �c�zczs�Cytci2l c->., ��r��o*sra/irrrc�izlcrl��ticrlC�- S. Russell Sylva comm'ss,oner C CnDy .9Jr 7- 1V31. Urz: 680-68./ August 28, 1986 Old Colony Petroleum Co. RE: RARNSTAB E--Incident Response 21 West Church Street Site Assessment-- (Location No. One Charter Plaza 6843) , 258 Iyanough Road, Jacksonville, Florida 32202 Plan Approval, M.G.L. , Chapter 21E ATTENTION: Mr. William G. -Schwind Vice President Gentlemen: The Department of Environmental Quality Engineering has received your remedial groundwater restoration report entitled "Site Assessment Summary of Old Colony Gas Station (Location No. 6843) Hydrogeologic Investigation with Reccnmendations for Remedial Action," and the following plan entitled: EXISTING CONDITIONS, GRUJNDDATM CONTOUR AND REMEDIAL ACTION SCIIEMAT IC PLAN " The report and plan was prepared by GHR Engineering Corporation. The restoration program requires that the groundwater contaminated with benzene, ethylbenzene, toluene and xylene (bTX's) be passed through an "air stripping" device and recycled into the ground. The Department has reviewed the above-listed report and plan and approves of the groundwater restoration program as proposed. This approval is authorized pursuant to Massachusetts General Laws, Chapter 21E, Section 6, subject to the following conditions: 1. During system start-up, effluent samples will be obtained and screened for VOCs daily for five . (5) days. All data shall be submitted to this office for review; 2. During start-up, gauging of monitoring and recovery wells shall be conducted daily for several days to assure proper pumping levels are established; i - 2 - 3. All monitoring and testing results shall be sent to the Department weekly during the initial start-up phase of the program; 4. Monthly status reports shall also be sent to the Department. Said reports shall include data on: a. Groundwater elevations determined by monitoring well locations; b. Volume of product (BTX's) recovered, both cumulative and incremental, for each reporting period; c. Influent and effluent analysis data using EPA Method 602 (BTX's) for the groundwater passed through the air stripping column; and d. Analysis data EPA Method 602 (BTX's) for the existing monitoring well system (to assess the effectiveness of the groundwater restoration). 5. Monthly monitoring reports shall be submitted to the Department for the duration of the groundwater restoration program; 6. Groundwater treatment system as-built construction information shall be submitted with the first monthly report; and 7. Documentation of any significant treatment system down time shall also be submitted with the monthly report. Please be advised that this approval pertains only to the design, construction and operation of a groundwater treatment system necessary to conduct rcr dial actions required under Massachusetts General Laws, Chapter 21E. A draft permit for groundwater discharge is required for this project prior to start-up, in accordance with M.G.L. , Chapter 21 , Sections 26-53. A groundwater discharge permit may be obtained through the Division of Water Pollution Control, One Winter Street, Boston, MA 02108. Plans for the aeration tower were approved by the Division of Air Pollution Control on August 5, 1986, pursuant to 310 CMR 7.02, adopted under M.G.L. , Chapter 111, Sections 142A-D. The authority to suspend or discontinue the groundwater restoration program shall rest solely with the Department. The Department reserves the right to request additional information (which it may deem necessary) to evaluate the effectiveness of the groundwater restoration program. If there are any questions concerning this matter, please contact John Blundo of this office. Very truly yours, Christopher Tilden, P.E., Acting Deputy Regional Environmental Engineer T/JB/kd 3 - cc: Office of Incident Response Boston, Mass. Barnstable Hazardous Waste Coordinator Town Hall Hyannis, Mass. 02601 G R2 Engineering Co. 75 Tarkiln Hill Road New Bedford, Mass. 02745 ATM: Joseph Salvetti John F. Shields 121 East Bay Road Osterville, Mass. 02655 David Broughel, Esq. Day, Berry and Howard One Post Office Square Boston, Mass. Div of Water Pollution Control ATIN: Mark Pare Div. of Water Pollution Control ATIN: Philip S. Ripa Div. of Air Quality Control ATTN: Vaughan M. Steeves G1 I r9ll ' ENGINEERING ASSOCIATES, INC. ' CIVIL ENGINEERING ' ENVIRONMENTAL ASSESSMENT HYDROGEOLOGY LABORATORY ANALYSIS SURVEYING ' IT ASSESSMENT MMARY S ESUMMARY OF ' OLD COLONY GAS STATION (Location No. 6843) IYANOUGH ROAD, HYANNIS, MA ' HYDROGEOLOGIC INVESTIGATION WITH RECOMMENDATIONS FOR REMEDIAL ACTION 1 1 � 1 1 SITE ASSESSMENT SUMMARY OF 1 OLD COLONY GAS STATION (Location No. 6843) Iyanough Road Hyannis, MA 1 TABLE OF CONTENTS 1 Page 1 A. Site Location and Ownership 1 B. Environmental Characteristics 1 1 C. Summary of Site Assessment Activities 3 D. Discussion and Recommendations 4 E. Proposed Remedial Action Plan 5 1 Figure 1 and Figure 2 (Site Plan) Appendix A - Assessment Participants/Information 1 Sources Appendix B - Boring Logs Laboratory Analyses Summaries 1 Appendix C - Field Procedures Appendix D - Water Depth and Floating Product Measurements 1 1 . 1 1 1 - SITE ASSESSMENT SUMMARY ' (5/10/86) Old Colony Gasoline Station (No. 6843) Iyanough Road, Hyannis, MA ' A. Site Location and Ownership[l] ' 1. Site Location Station Number: 6843 ' DEQE Region: Southeast County: Barnstable Station Phone Number: (617) 775-9532 USGS Quadrangle: Hyannis, MA ' (See Figure 1 - Locus Plan from USGS Map) ' 2. Site Owner Name: John F. Shields ' Address: 121 East Bay Road Osterville, MA 3. Site Lessee Name: Old Colony Petroleum Company, Inc. ' Address: One Charter Plaza 21 West Church Street Jacksonville, FL 32202 B. Environmental Characteristics ' 1. Site Description (See Figure 2 - Schematic Site Plan) o Current station status: The station is in operation. ' o Site Water supply: The Site is serviced by the Town of Hyannis water system. o Drinking water supply sources: - on-Site: None ' - off-Site: - water wells: There are several municipal wells ' located within one mile of the Site to the east, K north, and southwest. The Site is located in a Federally-designated sole source aquifer. ' - surface water: None within one mile of the Site. [1] For listing of participants and information sources, see ' Appendix A. 1 • Neighborhood: The Site is located in a commercial area. • Topography: The Site is relatively flat, resting at an approximate elevation of 40 feet above mean sea level . ' • On-Site Groundwater Flow Direction: Groundwater level measurements indicate that groundwater flow is to the tsoutheast. • Soils: Outwash soils made up of fine to coarse sands with trace amounts of gravel and silt were encountered on-Site. ' • Surface water: None on-Site, but several ponds and marshes are located within one mile all around the Site. 2. On-Site Storage Tanks ' ! Subsurface tanks: - gasoline: Four 4,000-gallon tanks are located on-Site. ' • Aboveground tanks: None on-Site. ' 3. Wastewater/Waste Information ' • Catch basins: Catch basins are located along Iyanough Road. • Floor drains. None on-Site. ' • Septic tanks/leaching fields: A sewer line extends from the rear of the building to a small septic tank. ' • Sanitary sewers: None on-site. C. Summary of Site Assessment Activities To Date[2]. ' 1 . Subsurface Investi ation [3]', • Groundwater monitoring wells: Four wells (MW'-11 through MW-4) were installed on-Site by GHR on July 17, 1985. Groundwater was encountered, at depths of 20 to 21 feet. ' On January 23 and March 21 , 1986, additional groundwater monitoring wells were installed in order to more fully define groundwater conditions. Four 4-inch PVC monitoring ' [2] For boring logs and laboratory reports, see Appendix B. [3] For field procedures, see Appendix C. ' 2 wells (MW-5 through MW-8) were installed on-Site and four 2-inch PVC monitoring wells (MW-9 through MW-12) were installed off-Site. Monitoring well MW-9 was installed south of the Site across Iyanough Road; MW-10 was installed ' upgradient of the Site with MW-11 and MW-12 installed downgradient of the Site. ' • Groundwater sampling/analysis: Groundwater samples from MW-1 through MW-4 were screened (headspace GC screening) for total volatile organics (TVO) and analyzed (EPA Method 602) for purgeable aromatics. ' A subsequent groundwater sampling round of MW-1 through MW-4 was conducted prior to the installation of MW-5 through ' MW-12. Following the additional well installations, groundwater samples were collected from MW-5, MW-9, MW-10, MW-11 and MW-12, and analyzed via EPA Method 602 for purgeable aromatics. A final round of groundwater samples ' from all wells were screened for TVO levels. A summary of all lab results is provided in Appendix B. ' e Soil sampling/analysis: Selected soil samples collected during the drilling of MW-1 through MW-4 were screened (headspace GC screening) for TVO levels. No soil samples ' were obtained during the additional drilling activities. Results are summarized below for wells MW-1 through MW-4: ' Number of Well No. Samples Screened TVO (mg/kg) ' MW-1 3 0.06 - 260. MW-2 . 3 0.01 - 330. MW-3 3 0.06 - 0.22 MW-4 3 0.01 - 0.14 s Water depth/product thickness measurements: A series of water depth and product thickness measurements have been taken in order to determine local groundwater flow direction and the presence or absence of floating product. No ' measureable floating product has been reported. Results are reported in Appendix D. ' 2. Tank Tightness Testing 4 • Results: All tanks and lines tested were reported by Hunter Environmental Services to be tight. ' • Type of test: Leak Lokator Jul 24 1985 . YP (July � ) 0 No. tanks tested: The four subsurface gasoline storage tanks were tested. 3 ' D. Discussion and Recommendations Free floating product was not measured in any of the monitoring ' wells on or off-Site during this investigation. A trace of product was identified on March 11 , 1986 in MW-2 using an ORS interface probe. Upon examination with a clear product bailer, no product lens ' was apparent. Volatile organic concentrations of total benzene, toluene, xylene and ethylbenzene (BTXE) on-Site have ranged from 5 ug/l (parts per billion, ppb) in MW-4 to 21 ,574 ppb in MW-2. ' Groundwater from MW-10, an upgradient well , did not contain any detectable levels of purgeable aromatics. Groundwater from MW-9, located off-Site to the south/southeast of the Site, contained 8.5 ' ppb BTXE. Two off-Site downgradient wells, MW-11 and MW-12, contained levels of 9,370 ppb and 85 ppb respectively in groundwater samples collected. A subsequent groundwater sampling round for TVO screening indicated that the highest levels of volatile organics were ' on-Site from MW-8 where samples contained 40 ppm TVO. The three off-Site wells, MW-9, MW-11 , and MW-12, contained groundwater with TVO levels ( in ppm) of 0.34, 10, and 2.2 respectively. ' Groundwater flow at the Site is to the southeast, roughly parallel to Iyanough Road. Approximately 1500 to 2000 feet to the east are three water supply wells owned and operated by the Barnstable Water Company. The Site is located within the aquifer recharge zone. Hydraulic conductivities for the subsurface material are estimated at 450 feet per day. The area is a ' Federally-designated sole source aquifer. Based on the above considerations, GHR makes the following ' recommendations: 1 . A groundwater treatment system should be installed on-Site in order to reduce the levels of dissolved aromatics now ' present in the groundwater. Pending property owner permission, one of the wells should be installed downgradient of the Site near the edge of the dissolved ' plume. 2. Institute a periodic monitoring program of selected wells following, implementation of the groundwater treatment system. The selected wells will be monitored by laboratory analyses for TVO' s. Water level and product thickness measurements will also be taken periodically during and ' after system installation. 4 ' E. Proposed Remedial Action Plan The proposed groundwater treatment system will consist of two ' groundwater recovery wells, a counter-current packed tower air stripper, and a groundwater recharge trench (see Figure 2 for locations) . Groundwater will be pumped from the recovery wells, treated in the air stripper and then discharged on-Site into the groundwater recharge trench. The recovery wells will be constructed of 4" PVC pipe and ' installed to a depth of approximately 35 feet. A submersible groundwater depression pump (i .e., NEPCCO Hydropurge or equivalent) will be installed in the wells and manifolded to the air stripper. The pumps will be controlled by a water level probe set in the well . One recovery well will be located along the eastern perimeter of the Site in the middle of the dissolved plume. The second well will be located on the property adjacent to the east property line of the ' Site. n The air stripper will be located to the rear of the Site behind the concrete storage shed and will be supported on a concrete pad. The specifications for the air stripper typically includes a tall FRP column filled with Jaeger Tripacks No. 1/2, a PVC ball valve to control water flows, an explosion-proof blower, a damper to control ' the air flows, sample taps, and a winterization kit for year round operation. The dimensions of the air stripper will depend on the water'recovery rate achieved in the recovery well . ' The groundwater recharge trench will consist of a 4 perforated PVC pipe laid on the bottom of a trench and backfilled with 3/4" to ' 1-1/2" washed stone. The trench will be located along the western edge of the Site where MW-5 is located. The trench will be manifolded to the air stripping unit via 4" PVC piping laid below grade. The air stripper system wi,11 be monitored every six months. The influent and effluent air streams are to be screened with an HNU 101 PID and the influent andi effluent water streams screened for TVO content. Prior to shutdown of the system, a full round of groundwater samples from the monitoring wells, will be analyzed via EPA Method 602. 1 5 "or " ,'b 'f•�� o `'fin 11 v • {� -� _ v .,o' U, c � o l •lD(lL�1�•,..•�' �� , i,,r o A %7 0 0 \, Q o :�.' 73�\� l •o;�� /1... t. O �l -. �.�� r 0,16�_�-' �°A O o 01 G(pVelUPits f� �Q SIT )` rive.fn ` ° `. heater nn / . \ t III K 'LJ ,l BARDS $LE eacon •:•. •, 9.�u7 J • � �� --- - Z '�- .i �, /�•• MI\� � � Water `c: e S� v ° i• � ravel •. Pits m •°' •' p r � �, yr• n . � eQ o � e3 1• � f r AL ke •-�� t� �ii §T � 1 ��'' � -,\'- \ I Q. / •� 13 Fire � Ho t `_ � ,y. C FIGURE 1 MASS. LOCUS MAP od STATION. f 6 8 4 3. H Y A N N l S, MA QUADRANGLE LOCATION (from USGS Hyannis, MA Quadrangle Map, photorevised 1979) Scale 1 :25,000 � � 1 1 1 t r APPENDIX A PARTICIPANTS/INFORMATION SOURCES t ' APPENDIX A (Station No. 6843) 1 . Persons Conducting the Site Inspection/Investigation. o Joseph P. Salvetti , Soil and Water Scientist, GHR Engineering Associates, Inc. o Gerard M.R. Martin, Environmental Geologist, GHR Engineering Associates, Inc. o Joseph H. Hobin, Geologist, GHR Engineering Associates, Inc. 2. Persons Contacted Regarding the Site o Hyannis Town Water Department o Hyannis Department of Public Works o George Wadsworth, President, Barnstable Water Company o Hyannis Assessor' s Office o Massachusetts Department of Public Works 3. Reports, Plans or Other Documents Reviewed o USGS Topographic Map, Hyannis, MA Quadrangle Map o Hyannis Assessor' s Maps o Groundwater and Water Resource Protection Plan, Barnstable, MA by. SEA Consultants, Inc. A-1 1 1 I � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 APPENDIX B ' BORING LOGS AND LABORATORY ANALYSES SUMMARIES 1 1 - BORING/ MONITORING WELL LOG 5 PROJECT Site Assessment BORING No.MW-1 IGGUFP I ' ADDRESS Rt. 28 Hyannis - mini LOCATION Refer to Site Plan CLIENT Old Colony Petroleum Co.. Inc. ENVIRONMENTAL ' G. Martin/.1. Salvetti SHEET No. 1 OF 1 GHR FIELD GEOLOGIST GROUND ELEV. BORING CONTRACTOR Soil Exploration JOB NO. 7065110 FOREMAN Bob Seymour TOP OF CASING ELEV. DATE (S) 7/17/85 99.04 CASING SAMPLER GROUNDWATER LEVEL READINGS SIZE: 33/4" ID HSA 13/8" DATE 3/11/86 DEPTH 19.08 TYPE, ID Split Spoon 4110/86 18.70 HAMMER: HAMMER= 140 lbs. FALL FALL= 30" ' = CAS. SAMPLE GEN. FIELD INSTALLATION GO BL STRATA SAMPLE DESCRIPTION rL o FT No. PEN./REC. DEPTH BLOWS/6" DESC. TESTING LOG Z ASPHALT TOPSOIL Dk. Brown, VF/F SAND, little M/C CLRBBOX some F Gravel, little Silt 1.5 1 ' BENTONITE3 SEAL ' 2.0'PVC RISER PIPE 10 Brown F/M SAND, trace C Sand, some F Gravel, little Silt 0 15 Tan, M SAND, little F/VF Sand, 0 1 ' little C Sand, trace F Gravel, tracE Silt ' 20' 2 PVC WELL SCREEN 220 1 ' 30 OUTWASH Lt. Tan, VF/F SAND, trace M Sand, 9 1 trace Silt 2 Bottom of the boring @ 30' ' NOTES- 1. Field testing values represent total volatile organic vapor levels measured in sample containers with an HNU-101 referenced to a benzene sample. Values are in parts per million. 2. Sample described from auger flights. BORING/ MONITORING WELL LOG PROJECT Site Assessment BORING No.HW-2 U Mg ADDRESS Rt. 28 Hyanntc GGMini LOCATION Refer to Site Plan CLIENT Old Colony Petroleum Co.. Inc. a ENVIRONMENTAL ' G. Martin/J. Salvetti SHEET No. 1 OF 1 GHR FIELD GEOLOGIST GROUND ELEV. BORING CONTRACTOR Soil Exploration JOB No. 7065110 _ ' FOREMAN . Bob Seymour TOP OF CASING ELEV. DATE (S) 7/I7/85 " 99.76 CASING SAMPLER GROUNDWATER LEVEL READINGS SIZE- 33/4" ID HSA 3 DATE 3/11/86 DEPTH 19.79 ' TYPES 1 /8' ID Solit Spoon 4/10/86 19.41 HAMMER: HAMMER- 140 lbs. FALL: FALLS 30 S BL. SAMPLE GEN. TRATA SAMPLE DESCRIPTION FIELD INSTALLATION 6 ' FT. No. PEN./REC. DEPTH MMS/6" DESC. TESTING LOG RB BO Lt. Brown, F VF SAND, little little C Sand, little F/M Gravel, 0 1 ' Uittle siltENIUMIL 2 OUTWASH Reddish-brown VF/M SAND, some C 0 SEALI Sand, some F/M Gravel, some Silt 2 5 .0"PVC RISER PIPE ' 10 15 2.0"PVC WELL SCREEN 20 OUTWASH Tan, M/C Sand, little F Gravel, 0 1 S'-4 18"/12" 19.5-20' 14/17/16. trace M Gravel, little F/VF Sand 2 i 26 220 1 ' Bottom of boring @ 26' ' NOTES: 1. Refer to Note 1., Monitoring Well Log MW-1. 2. Refer to Note 2., Monitoring Well Log MW-I. BORING / MONITORING WELL LOG PROJECT Site Assessment BORING No.KW-3 i GG ADDRESS Rt. 28 Hvannia nnn LOCATION Refer to site Plan CLIENT Old Colony Petroleum Co., Inc. a _ENVIRONMENTAL ' GHR FIELD GEOLOGIST G. Martin/.T. Salvetti SHEET No. 1 OF 1 GROUND ELEV. BORING CONTRACTOR Soil Exploration JOB NO. 7065110 ■ FOREMAN' Bob Seymour TOP OF CASING ELEV. DATE (S) 7/17185 a 99.83 CASING SAMPLER GROUNDWATER LEVEL READINGS SIZE 3 3/4' ID xsA TYPE 13/8" ID Split Spoon DATE 3/11/86 DEPTH 19.63 ' . 4/10/86 19.23 HAMMER: HAMMER- 140 lbs. FALL: FALL 30" SAMPLE GEN. FIELD INSTALLATION BL.I STRATA SAMPLE DESCRIPTION FT. No. PEN./REC. DEPTH 61.D 6" DESC. TESTING LOG ASPHALT RB BOX TOPSOIL Lt. Brown, F VF SAND, little M Sand, 2 1 little C Sand, little F/M Gravel, 2 ' little Silt ENTONITE OUTWASH Reddish-brown VF M SAND, some C Trace SEAL 1 Sand', some F/M Gravel, some Silt 2 ' .O"PVC RISER PIPE ' 10 0"PVC WELL ' SCREEN 20 I i 17 a 17 'OUTWASH 'Tan, M C SAND', little F Gravel, 1 ' trace M Gravel, little F/VF Sand. i 1 1 Bottom of boring @' 26' i ' NOTES= 1. Refer to Note 1., Monitoring Well Logl. 2. Refer to Note 2., Monitoring Well Log 1. BORING / MONITORING WELL LOG PROJECT Site Assessment BORING No.MW-4 o i GGnini ADDRESS Rt. 2A Nyann,a LOCATION Refer to Site Plan CLIENT Old Colonv Petroleum Co.. Inc. - a ENVIRONMENTAL ' G. Martin/J. Salvetti SHEET No. 1 OF 1 GHR FIELD GEOLOGIST GROUND ELEV. BORING CONTRACTOR Soil Exploration JOB No. 7065110 FOREMAN Bob Seymour TOP OF CASING ELEV. 1 DATE (S) 7/17/85 a 99.51 CASING SAMPLER GROUNDWATER LEVEL READINGS SIZE: 3 14' ID NSA TYPE DATE 3/11/86 DEPTH 19.13 3 13/8" ID Split S000n 4/10/86 18.73 ' HAMMER: HAMMER- 1401bs. FALL= FALL- 30" ' = CAS. SAMPLE GEN. BL. STRATA SAMPLE DESCRIPTION FIELD INSTALLATION i FT. No. PEN./REC. DEPTH BL0WS/6" DESC. TESTING LOG TOPSOIL Lt. Brown, F/VF SAND, little M RB BOX 1 Sand, little F/M Gravel, little Tiace 2 ' Silt BENTONITE OUTWASH Reddish-brown VF/M SAND, some C SEAL Sand, some F/M Gravel, some Silt Trace 1 5 2 ' 2.0"PVC RISER PIPE ' 10 2.O"PVC WELL SCREEN 20 i ,_ UUTWM an, little rave 2 23.5' 11/15/16 trace M Gravel, little F/VF Sand 26 Bottom of boring @ 26` i 1 � i i NOTES, I. Refer to Note 1.. Monitoring Well Log 1. 2. Refer to Note 2., Monitoring Well Log 1. L , � i BORING / MONITORING WELL LOG PROJECT Phase II Site Assessment BORING No. MW'S Gg U F5 ' ADDRESS Iyanough Road, Hyannis, MA LOCATION Refer to Site Plan CLIENT Old Colony Petroleum Co., Inc. ENVIRONMENTAL ' GHR FIELD GEOLOGIST Joseph P. Salvetti SHEET No. !—OF 1 GROUND ELEV. BORING CONTRACTOR New England Boring JOB No. 7065110 99.68 FOREMAN Steve Ramsdell DATE (S) 1/23/86 TOP OF CASING ELEV. ' 99.25 CASING SAMPLER GROUNDWATER LEVEL READINGS SIZE, 6 5/8" I.D. NSA ___ DATE 3/11/86 DEPTH 19.05 TYPE- 4/10/86 18.65 ' HAMMER, "' HAMMER: --- FALL "- FALL "" _ CAS. SAMPLE GEN.' FIELD INSTALLATION Ii BL. STRATA SAMPLE DESCRIPTION o FT. No. PEN./REC. DEPTH BLm7i7l DESC. TESTING LOG z ASPHALI Curb Box Orange Brn M SAND, little F/C ' OUTWASH Sand, little F Gravel, trace M/C Bentonite 1 Gravel, occ. Cobbles, weak Seal gasoline odor 5 ' 4.0" ID PVC Riser ' 10 OUTWASH Brn M/C SAND, little F Sand, trace F/C Gravel ' an , some and, OUTWASH trace F Gravel, strong gasoline odor 4.0" ID 15 PVC Well ' Orange Brn F/M SAND, some C Sand, Screen OUTWASH trace F Gravel ' 20 Orange Brn M SAND, some F/C Sand, J OUTWASH little F/C Gravel, sheen on soil' mater.ialt iOUTWASH Tan F SAND', little M/C Sand 2 25, Bottom of boring @ 25' i 1 1 � 1 ' NOTES, 1. Samples described from auger turnings. 2. Strong gasoline odors detected during drilling. BORING / MONITORING WELL LOG PROJECT Phase II Site Assessment BORING No. MW_6 nn ADDRESS Iyanough Road, Hyannis, MA LOCATION Refer to Site Plan CLIENT Old Colony Petroleum Co., Inc. ENVIRONMENTAL ' GHR FIELD GEOLOGIST Joseph P. Salvetti SHEET No. 1_OF 1 BORING CONTRACTOR New England Boring GROUND ELEV. JOB No. 7065110 99.46 FOREMAN Steve Ramsdell TOP OF CASING ELEV. 1.' DATE (S1 1/23/86 98.86 CASING SAMPLER GROUNDWATER LEVEL READINGS 6 5/8" I.D. HSA DATE -3/11/86 DEPTH 18.85 SIZE TYPE- 4/10/86 18.46 ' HAMMER; HAMMER- FALL: FALL, ' _ CAS SAMPLE TEN. FIELD INSTALLATION BL. STRATA SAMPLE DESCRIPTION o TESTING LOGASPHALT FT. No. PEN./REC. DEPTH BLOWS/6" DESC. Curb Box 1 Orange Brn M SAND, little F/C Bentonite Sand, little F/C Gravel Seal OUTWASH 5 4.0" ID PVC Riser 10 Orange Brn F/M SAND, little C Sand, OUTWASH trace F/C Gravel r 15 4.0" ID ' Tan F/M SAND, little C Sand, PVC Well OUTWASH trace F/C Gravel Screen 20 OUTWASH Tan F SAND, trace M/C Sand 2 i 25 OUTWASH Lt Gray F SAND, trace M/C Sand ' 30 Bottom of boring @ 30' I ' NOTES+ 1. Samples described from auger turnings. 2. No strong odor of gasoline detected during drilling. BORING / MONITORING WELL LOGMID f PROJECT Phase II Site Assessment BORING No. MW'1 �+ ADDRESS Iyanough Road, Hyannis MA ' LOCATION Refer to Site Plan GGmini CLIENT Old Colony Petroleum Co., Inc. ENVIRONMENTAL GHR FIELD GEOLOGIST Joseph P. Salvetti SHEET No. 1--OF 1 GROUND ELEV. BORING CONTRACTOR New England Boring JOB No. 7065110 99.33 FOREMAN Steve Ramsdell TOP OF CASING ELEV. DATE (S) 1/23/86 . 98.90 CASING SAMPLER GROUNDWATER LEVEL READINGS SIZE- 6 5/8" I.D. HSA TYPES DATE 4/10/86 DEPTH 18.48 HAMMER HAMMER FALL; FALLS _ CAS. SAMPLE GEN. FIELD INSTALLATION BL. STRATA SAMPLE DESCRIPTION o FT. No. PEN./REC. DEPTH BLOWS/6" DESC. TESTING LOG Curb Box 1 FILL Orange Brn F/M SAND, little F/C Gravel, little C Sand, trace Cobble Bentonite Seal 5 DUTWASH Tan F/M SAND, little C Sand, trace �. F Gravel • 4.0" ID UTWASH Orange Brn F/M SAND, little C Sand, PVC Riser little F/C Gravel, trace Cobbles ' 10 Yellow Brn F/M SAND, little C UTWASH Sand, trace F/C Gravel, trace ' Cobbles 15 4.0" ID ' 20 PVC Well 2 Screen UTWASH- Tan F/VF SAND, little M/C Sand', trace F Gravel 25 Is UTWASH Tan F/VF SAND, trace M/C Sand. 30 Bottom of boring @ 30' NOTES 1. Samples described from auger turnings. 2. Strong gasoline odor detected from soils at water table. i BORING / MONITORING WELL LOG PROJECT Phase II Site Assessment BORING No. MW'8 Li ADDRESS iyanough Road, Hyannis, MA GG nnLOCATION Refer to Site Planmini 1 ` CLIENT Old Colony Petroleum Co., Inc. ENVIRONMENTAL GHR FIELD GEOLOGIST Joseph P. Salvetti . SHEET No. 1 OF 1 BORING CONTRACTOR New England Boring ROUND ELEV. JOB No. 7065110 G 99.70 FOREMAN Steve Ramsdell DATE ($) 1/23/86 TOP OFF BCASING ELEV. CASING SAMPLER GROUNDWATER LEVEL READINGS SIZE, 6 5/8" I.D. HSA DATE 3/11/86 DEPTH 19.01 TYPE, 4/10/86 18.62 HAMMER, HAMMER; FALL= FALL= rL_ CAS, SAMPLE GEN. FIELD INSTALLATION G BL• STRATA SAMPLE DESCRIPTION o FT. No. PEN./REC. DEPTH BLOWS/6" DESC. TESTING LOG ASPHALT Curb Box 1 FILL D Brn f SAND, trace Si t, itt e F/C Gravel, occ. Cobbles Bentonite Tan F/VF SAND, trace M/C Sand, Seal OUTWASH trace F/C Gravel 5 4.0" ID PVC Riser Lt Brn F/VF SAND, trace M/C Sand, ' 10 OUTWASH trace F/C Gravel, occ. Cobble 15 4.0" ID PVC Well Orange Brn F SAND, little VF/M/C Screen OUTWASH Sand, little F/C Gravel, occ. Cobble 20 , OUTWASH Tan F/VF SAND, little M/C Sand i 2 25 30 Bottom of boring @ 30' NOTES= ' 1. Samples described from auger turnings. , 2. Strong gasoline odor detected from soils at water table. v � �P BORING / MONITORING WELL LOG PROJECT Phase II Site Assessment BORING No. MW-9 ' ADDRESS Iyanough Road, Hyannis, MA GG LOCATION Refer to Site Plan n F. CLIENT Old Colony Petroleum Co., Inc. ENVIRONMENTAL GHR FIELD GEOLOGIST Joseph Hobin SHEET No. 1 OF 1 GROUND ELEV. BORING CONTRACTOR New England Boring JOB No. 7065110 gg 68 FOREMAN Trent Roe DATE (S) 3/21/86 TOP 9O56CASING ELEV. CASING SAMPLER GROUNDWATER LEVEL READINGS SIZE: 2.5" I.D. HSA TYPE- -" DATE 4/10/86 DEPTH 18.95 ' HAMMER: HAMMER- FALL: FALL- --- _ CAS- SAMPLE GEN.' FIELD INSTALLATION L BL. STRATA SAMPLE DESCRIPTION G9 o FT. No. PEN./REC. DEPTH BLOWS/6" DESC. TESTING LOG 2" ASPHALT Curb Box 1 OUTWASH Rust F/M SAND, little F/M Gravel, little C Gravel, trace of Silt Bentonite Seal 5 2.0 no gas 2 � odor 2.0" ID PVC Riser 10 15 UTWASH Lt Brn F/M SAND, little F/M Gravel, 2.4 trace of C Gravel, trace of Silt �20 ' O UTWASH Ct Brn F/M SAND and C SAND, little ' F Gravel, trace of Silt 2.0" 1D PVC Well Screen 25 1.0 30 ' Bottom of boring @ 30' NOTES, 1. Samples described from auger flights. 2. Field testing values represent total organic vapor levels (referenced to a benzene standard) measured in the headspace of sealed soil sample jars with an HNU Model PI-101 photoionization detector. Results reported in parts per million. i BORING / MONITORING WELL LOG ( ' PROJECT Phase II Site Assessment BORING No. MW-10 u ADDRESS Iyanough Road, Hyannis, MA Refer to Site Plan �nn LOCATION CLIENT Old Colony Petroleum Co., Inc. ENVIRONMENTAL ' GHR FIELD GEOLOGIST Joseph Hobin SHEET No. 1 OF I New England Boring 7065110 GROUND ELEV. BORING CONTRACTOR 9 9 JOB No. 99.81 FOREMAN Trent Roe TOP OF CASING ELEV. 3/21/86 DATE (S) 98.96 CASING SAMPLER GROUNDWATER LEVEL READINGS DATE 4/10/86 DEPTH 18.89 SIZE 2.5" I.D HSA TYPE --' 1 HAMMER1 HAMMER- --- FALL- FALL, -- = CAS. t BL SAMPLE STRATA SAMPLE DESCRIPTION FIELD INSTALLATION 6 o FT. No. PEN./REC. DEPTH BLOWS/6° DESC. TESTING LOG 4" ASPHALT Curb Box & Cement 1 UTWASH Lt Brn F/M SAND, little C Sand, little F/M Gravel, trace Silt 1 Bentonite Seal 5 2 UTWASH Lt Brn F/M SAND, little C Sand, trace of Silt ' Oc 9 10 2.0" ID PVC Riser 15 20 2 0" ID PVC Well Screen 0, 25 30ri Bottom of boring @ 30' NOTES 1. Samples described by auger flights. 2. Refer to Note 2, Monitoring Well Log 9. BORING / MONITORING WELL LOG PROJECT Phase II Site Assessment BORING No. MW-ll U ADDRESS _ Iyanough Road, Hyannis, MA '^1 no LOCATION Refer to Site Plan GG 111 CLIENT Old Colony Petroleum Co., Inc. ENVIRONMENTAL GHR FIELD GEOLOGIST Joseph Hobin SHEET No;. _1 OFF GROUND ELEV. BORING CONTRACTOR New England Boring JOB No. 7065110 • 99.30 FOREMAN Trent Rne TOP OF CASING ELEV. DATE IS)--3/21/86 . 98.24 CASING SAMPLER GROUNDWATER LEVEL READINGS DATE 4/10186 DEPTH 19.42 SIZE 2.5" I.D HSA TYPE --- HAMMER HAMMER- FALL FALL- --- _ CAS. SAMPLE GEN. FIELD INSTALLATION BL• STRATA SAMPLE DESCRIPTION o FT. No. PENJREC. DEPTH BLOWS/6" DESC. TESTING LOG 2" ASPHALT Curb Box 1 OUTWASH Lt Brn F/M SAND, little C Sand, & Cement trace F/M Gravel, trace of Silt 32.0 Bentonite Seal 2 5 OUTWASH Lt Brn F/M SAND, little C Sand, little F/M Gravel, trace of Cobbles, trace of Silt ' 2 0" ID 10 OUTWASH Lt Brn F/M SAP:", little C Sand, 10.0 PVC Riser trace of Silt 15 OUTWASH Lt Brn VF/F/M SAND, trace C Sand, slight trace F Gravel gas odor I 20 ! � moderate j gas odor 2.0" ID PVC Well ,Screen 25 OUTWASH Grey VF/M Sand, trace C Sand Moderate to strong gas odor 30 Bottom of boring @ 30, NOTES 1. Samnles described from a--ger flights. 2. Refer to Note 2, Monitoring Well Log 9. BORING / MONITORING WELL LOG PROJECT Phase II Site Assessment BORING No. MW-12 GG �nn r ADDRESS Iyanough Road, Hyannis, MA n LOCATION Refer to Site Plan CLIENT Old Colony Petroleum Co.. Inc. _ENVIRONMENTAL GHR FIELD GEOLOGIST .lnsenh Hnhin SHEET No. 1 OF 1 GROUND ELEV. BORING CONTRACTOR New England Boring JOB No. 7065110 = gg 97 FOREMAN Trent Roe GATE (S1 3/21/86 TOP OF CASING ELEV. = 99.63 CASING SAMPLER GROUNDWATER LEVEL READINGS SIZE 7.5" i.D. HSA TYPE DATE 4/10/86 DEPTH 19.60 HAMMER: HAMMER, FALL: FALL- _ CAS. SAMPLE GEK L BL• STRATA SAMPLE DESCRIPTION FIELD INSTALLATION t o FT. No. PEN./REC. DEPTH BLOWS/6° DESC. TESTING LOG z 2" ASPHALT Curb Box 1 OUTWASH Lt Brn VF/M SAND, little C Sand, & Cement trace F Gravel, trace of Silt Bentonite Seal 5 OUTWASH Lt Brn F/M SAND, little C Sand, little C Gravel, trace of Silt i D 2.0" ID PVC Riser 15 OUTWASH Lt Brn F/M SAND, little C Sand, ' trace of Silt i 20 2.0" ID PVC Well i Screen 25 30 Bottom of boring @ 30' NOTES- 1. Samples described from auger flights. 2. No gas odor noted during drilling, however while pulling augers a moderate to strong gasoline odor was noted at depth. i CW-Ilo SUMMARY OF GROUNOWn'rER nNALYSES AT (ILD COLONY GAS ST't)TIONS IN MnSSn(:HUSE'rT8 STORE NO: 6843 ADDRESS: HYANNIS. MA ND = None Detected REPORTING PERIOD FR OM: 07-17-85 GHR JOB NO: 7065110 NS = Not Sampled TO: 05-19-86 --....----- - ----... ----- ------- --- --- - --- -- ... --- -- ----- ------ ------------------------------------------------ Sampling Location I MW-1 I MW-1 I MW-1 I MW-1 I MW-1 I MW-2 I MU-2 I MW-^c I MW-2 1 MW-2 1 Date Sampled I 07--17-BS I 08-12-85 I 11-13-85 I 03--10-86 I OS-19-86 I 07-17-85 I 08--12-85 I 11-13-85 I 03-10-86 I 05--19-86 I PARAMETERS I I I I I I I I I I I ----------- - ----------------------------------------------------------------------------------- I I I I I I I I I I I EPA METHOD 601 - PURGEABLE I I I I I I I I I I HALOCARSONS (uy/1) I NS I NS I I NS I NS I NS I NS I I NS I NS I I I I I I I I I I ! I Chloromethane I I I ND I I I I I ND I I I Bromomethane I I I NO I I I I I ND I I I Dichlorodifluoromethane I I I- NO I I I I I ND I I I Vinyl Chloride I I I NO, I I I I I NO, I I I Chloroethane I I I NO I I I I I NO I I I Methylene Chloride I I I NO, I I I I I ND I I I Trichlorofluoromethane I I I ND I I I I I NO I I I 1,1'-Dichloroethene I I I ND I I I I I ND I I I 1,1-Dichloroethane I I I ND I I I I I NO, I I I Trans-1,2-Dichloroethene I I I NO, I I I I I ND I I 1 Chloroform I I I ND I I I I I NO I I I 1,2-Dichloroethane I I I ND I I I I I NO I I I 1,1,1-Trichloroethane I I I NO, I I I I I ND I I I Carbon Tetrachloride I I I ND I I I I I ND I I I Bromodichlorooethane I I I ND I I I I I NO I I I 1.2-Dichloropropane I I I ND I I I I I NO I I I Cis-1,3-Dichlorrmr•opene I I I NO I I I I I ND I I I Trichloroethene I I I NO I I I I I NO I I I Dibr000chloronethane I I I NO I I I I I NO I I I 1,1,2-Trichloroethane I I I ND I I I I I ND' I I 1 Trans-1,3-Dichloropropene I I I NO I I I I I NO I I 1 2-Chloroethylvinyl Ether I I I ND I I I I I ND I I I Bromoform I I I NO I I I I I ND I I I 1.1,2,2-Tetrachloroethane I I I ND I I I I I ND I I I Tetrachloroethene I I I NO I I I I I ND I I I I I I I 3 I I I I I I EPA METHOD 602 - PURGEABLE I I I I I I I I I I I AROMATICS (u9/1) I NS I I I NS I NS I NS I I I NS I NS I I I I I I I I I I I Benzene I I < SO I 11.9 1 I I I 24 I 397 I I I Toluene I I < 50 I 26.7 I I I I 4,590 I 1,570 I I I Ethylbenzene I I C 50 I 95.0 I I I I 960 I 2,133 I I I Chlorobenzene I I ND I ND I I I I NO I ND I I I 1,2-Dichlorobenzene I I NO I ND I I I I ND I NO I I I 1,3-Dichlorobenzene I I ND I ND I I I I ND I ND I I I I,4-0ichIorobenzene I I NO I NO, I I I I ND I ND I I I Xylenes I 1 11,800 I 1,330 I I I I 16,000 I 3,890 I I I ) S I I I I I I I I I I SAMPLE HEADSPACE SCREENING I I I I I I I I I I I BY GC - TOTAL VOLATILE I I I I I I I I I I I ORGANICS AS GASOLINE. (mg/1) I 32 I NS I NS I NS I 17 I 34 I NS I NS I NS I 16 I I I I I I I I I I I I PH I 5.5 I NS I NS I NS I NS I 4.6 I NS I NS I NS I NS I Alkalinity I 16 I NS I NS I NS I NS I 16 I NS I NS I NS I NS I Specific Conductivity 1 250 I NS I NS I NS I NS I 360 I NS I NS I NS I NS f Lead I 0.1 I NS I NS I NS I NS I 0.1 I NS I NS I NS I NS I j I I I I I I I I I I I C2-110 SUMMARY OF GROUNDWATER ANALYSES AT 00 C(QLONY GAS STATIONS IN MASSACHUSE"TT S STORE NO: 6043 ADDRESS: HYANNIS. MA REPORTING PERIOD FROM: 07-1%--OS GHR JOB NO: 7065110 T0: 05-19-86 Sampling Location I MW-3 I MW-3 I MW-3 I MW-3 I MW-3 I MW-4 I MW-4 I MU-4 I MW`4 I MW-4 I Date Sampled I 07-17-GS I 00-12--PS I 11-13-OS I 03-10-86 I 05-19-06 I 07-17-EIS I 08-12-OS I 11-13-n5 I 03-10--86 I OS-19-86 I PARAMETERS ---------- ----------------------------------------------------------------------------------------------------------------- I I I I I I I I I I I EPA METHOD 601 - PURGEABLE I I I I I I I I I I I HALOCORBONS (ug/1) I NS I NS I I NS I NS I NS I NS I NS I NS I NS I I I I I I I I I I I 1 Chloromethane I I I ND Bromomethane I I I ND I I I I I I I I Dichlorodifluoromethane I I I ND I I I I I I I I Vinyl Chloride I I I ND I I I I I I I I Chloroethane I I I ND I I I I I I I I Methylene Chloride I I I ND I I I I I I I I Trichlorofluoromethane I I I NO 1,1-Dichloroethene I I I ND I I I I I I I I 1,1-Dichloroethane I I I ND I I I I I I I I Trans-1,2-Dichloroethene I I I ND I I I I I I I I Chloroform I I I ND I T I I I I I I 1,2-Dichloroethane I I I ND I I I I I I I I 1,1,1-Trichloroethane I I I 2.6 1 I I I I I I I Carbon Tetrachloride I I I ND I I I I I I I I Bromodichloromethane I I I ND I I I I I I I I 1,2-DichloroprOpane I I I ND I I I I I I I I Cis-1,3-Dichloropropene I I I ND I I I I I I I I Trichloroethene I I I ND I I I I I I I I Dibronochloromethane I I I ND I I I I I I I I 1.1,2-Trichloroethane I I I NO I I I I I 7 I I Trans-1,3-Dichloropropene I I I ND I I I I I I I I 2-Chloroethylvinyl Ether I I I NO I I I I I I I I Bromoform I I I ND I I I I I I I I 1,1,2,2-Tetrachlor•oethane I I I ND I I I I I I ! I Tetrachloroethene I 1 I NO I I I I I I I I I I I I I I I I I I I EPA METHOD 602 - PURGEABLE I I I I I I I I I I I AROMATICS fug/1) I NS I I I NS I NS I NS I I I NS I NS I E I I I I I I I I 1 I Benzene I 1 69 I 14.1 1 I I I < 5 I 2.9 I I I Toluene I I 165 I ND I I I I : 5 I 70.0 1 I I Elhylbenzene I I ; S I ND I I I I <. 5 I 27.6 Ij 1 I Chlorobenzene I I ND I ND I I I I NO I ND I ! I I 1.2-Dichlorobenzene I I NO I ND I I I I NO I NO I ' I I 1,3-Dichlorobenzene I I NO I ND I I I I NO I NO I I I 1,4-Dichlorobenzene I I ND I ND I I I I ND I NO I I I Xylenes I I 64 I 18.1 I I I I Sr I 156 I 1 I I I I I I I I I I I I SAMPLE HEADSPACE SCREENING I I I I I I I I I I I BY GC - TOTAL VOLATILE I I I I I I I I I I I ORGANICS AS GASOLINE (mg/1) I 4.1 I NS I NS I NS 1 0.02 I 0.01 I NS I HS I NS 1 0.18 I I I I I I I I I I I I PH I 5.2 I NS I NS I NS I NS I 5.3 I NS I NS I NS I NS 1 Alkalinity I 10 1 NS I NS I NS I NS I 22 I NS I NS I '. NS I NS I Specific Conductivity I 155 I NS I HS I NS I NS I 92 I NS I NS I NS I 0IS 1 Lead I < 0.1 1 NS I NS I NS I NS I 0.1 I NS I NS I NS I NS I I I I I I I I I I 1 I C3-110 SUMMARY OF GROUNDWATER ANALYSES AT STORE N0: 6843 OLD COLONY GAS STATIONS IN MASSACHUSETTS ADDRESS: HYANNIS, MA ND = None Detected REPORTING PERIOD FROM: 07-17-85 GHR JOB NO: 7065110 NS = Not Sampled T0: OS-19-8L --•------- ---------------------------- ____ _ Sampling location I MW-5 I MW-S 1 MW-6 I KW-6 I MW-7 I MW-7 I MW-8 I MU-8 I Date 5zrw led I 03-10-OL I 05-19--86 I 03-10-86 I 05-19-96 103-10-86 I 05-19-86 I 03-10-86 105-19-86 I PARAMETERS I I I I I I I I I ---------------------------------- ---------------------------------------- ----------------------------- I I I I I I I I j EPA METHOD 601 - PUR'GCAB_LE I I I I I I I I I kIgLOCARBDNS (ug/I) I NS I NS I NS I NS I NS I NS I NS I NS I I j Chloromethane 1 I I I I I 1 I I I I I I I Br-omomethan,e I I I I I I I I I Di.chlorodifluoromethane I I I I I I I I it Vinyl Chloride I I 1 I I I I I I I Cfilnroethane Methylene Chloride I I I I I Trich.lorofluorometh.an,e I 1 I I I 1 I I I I I I 1,1-Dichloroethene I I I I I I I I I I 1,1-Dichloroethane I I I I I 1 I I I Trans-1,2,Dichloroethene I I I I I I I I I Chloroform I I I I I I I I I 1,2-Dichloroethan,e I I I l I I I I 1,1,1-Trichloroethan I e I I I I I I I I I Carbon Tetrachloride I I I I I I I I I Bromodichloromethane I I I I I I I I 1,2-Oichloropropane I I II I I i I I I Cis-1,3-Dichloroeropeng I I I I [ I I I [Trichloroethane Dibromochloromethane. I I I I I I I I I 191,2-Trichloroethane I I I I I I I I I Trans-1,3-Dichloropr-open,e I I I I I I I I 1 2-Chloroelhylvinyl Ekhvr I [ I I I I I I I Bromoform I I I I I I I I I 1,1,2,2-Tetrachlor•oetha_ne Tetrachloroethene I I [ I [ I I 1 I I I I I I I f I I EPA METHOD 602 - PUROEAB.LE I I I I I I I I [AROMATICS (ug/1) I I NS I NS I NS I NS I NS I NS I NS I I I [ I I I I I I Benzene Toluene I 37 I [ [ I I [ I I Ethylbenzene I. NO I I I [ I I I 1 Chlorobenzene I NO I I I I I I I I 1,2-Dichlorubenzene I NO I I I I I I I I 1,3-Dichlorobenzene I NO I 1,4-Dichlorobenzene I NO I I I I I I ! I Xylenes I 1.70 1 I I I I I I I I I I I I I I I I SAMPLE [iEADSPACE SCRE[NINO I I I I I I I I BY GC - TOTAL VOLATILE I I Ii I I I I I I ORGANICS AS GASOLINE ,(mg/l,) I NS I 2.1 I NS I I I NS 1 4.5 [ NS I 40 I I I I I 1 1 PH I 5.6 1 NS I NS I NS I NS I. NS I q l.k alinity I I NS I NS 1.1 1 NS I NS I NS I NS I Nr:; I NS I NS I Specific Conductivity I 160 I NS I NS I NS I NS I NS [ NS I NS I L ad I NS I NS I NS I NS I NS I NS I NS I Ns I I I 1 I 1 f I I I C4-I10 SUMMARY OF GROutJOWA'iFR ANALYSES AT STORE N0: 6843 OLD COLONY GAS STATIONS IN MASSACHUSETTS ADDRESS: HYANNIS, MA GHR JOB NO: 7065110 NO = None Detected REPORTING PERI OD FROM: 07-17-86 NS = Not Sampled T0: OS-19-86 ------------------------------------------------------------------------------------- ampling Location I MW-9 I MW-9 I MW-10 I MW-10 I MW-11 I MW-11 I MW-12 I MW--12 1 Dale S.a,upled I 03-10-81, I 05-19-86 I 03-10-86 1 05-19-86 I 03-10-86 I 05-1.9--06 I 03-10-86 I 05-19-86 I PARAMETERS I I I I I I------------------------— I I ------ ------------------- -------I--- - I I I I I I I I EPR METHOD 601 - PURGEliBLE I I T I I I I I S HALOCARBONS (ug/1) I N I NS I NS I NS I 1 I I NS I NS I HS I NS I Ch lor•omethane I I I I I I I I I T I I I I I Bromomethane I II I I I I Dichlorodifluorome.thanr_• I I T I I I Vinyl Chloride I I I I I I I Chloroethane I I I I I I I I I I I I I I I T Methylene Chloride I I T I I Trichlorofluoromethane I I I I I I I I I T I I I 1,1-Dichloroethene I I I I I I 1 1,1-Dichloroethane I I T I I I Trans-1,2-Dichloruethene T I I I I I I I I I I I I I Chloroform I I I I I I I I 1,2-Dichloroethane I I I T I 1,1,1-Trichlor•oethane T I I I I I T I I I I I T I Carbon Tetrachloride I I I I I I T I Bromodichloromethane I I I I I 1,2-Dichloropropane I I I I I I I I I I I T I I Cis-1,3-Dichlorppropene T I I I I I Trichloroethene I I I I I T I I I i Dibromochloromethane I I I I I I I 1,1,2-Trichloroeth I ane I I I I I I Trans-1,3-Dichloropropene I I I I I T I I I I I c' I I -Chloroe tf,ylvin I Irl Ether I I I I I I I 1 Bromoform I I I I I 1,1,2,2-Tetrachloroethane I I I I I I I I I T I I I I Tetrachloroethene I I I I I I I I I I I I I I 1 I I I EPA METHOD 602 - PURGEABLE I I I I I T I AROMATICS (ug/1) I I NS I I NS I I NS I I NS I I I Benzene I T I IND I Toluene N 290 1 1 ND3 7 I ND I I070 I I 26Ethylbenzene I 11.B II III D 1 ND I I 370 I I 11 I I �Chlorobenzene I ND I I ND I I ND I 1,2-Dichlorobenzc,,e I ND I I NO I 1 I N I I I I ND I I 1,3-Dichlarobenzene I' ND I I NDO I I NO I 1,4-Oichlorobenz,.,e I ND I I ND I l Xylenes I ND I I NO NO I I ND I I ND I I D I I I 6820 1 I 45 I I I 1 I I I I I 1 SAMPLE HEADSPACE SCREENING I I I I I BY GC - TOTAL VOLATILE. I I I 1 I I I ORGANICS AS GASOLINE. (my/1) ( NS 1 1 I I I I 0.34 I NS I 0.02 I NS 1 10 1 NS I 2.2 I 1 1 1 1 1 1 1 I 1 pH 1 S.2 I NS I 5.1 I NS I 5.2 1 NS I 4.2 I NS I Alkalinity I b I NS 1 <'S I NS I 7 I NS I •.'..5 I NS I Specific Conductivity I B40 I NS [ 260 I NS I Ila I NS I 163 I NS I Lead 1 NS 1 NS f NS I NS I NS I NS i NS I NS I I I 1 I I ( I I MR so a" M CW-110 SUMMARY OF GROUNDWATER ANALYSES AT OLD COLONY GAS STATIONS IN MASSACHUSETTS STORE NO: 6843 ADDRESS: HYANNIS, MA ND = None Detected REPORTING PERIOD FR OM: 07-17-85 GHR JOB NO: 7065110 NS = Not Sampled TO: 05-19-86 ------------- Sampling Location I MW-1 I MW-1 I MW-1 I MW-1 I MW-1 I MW-2 I MW-2 I MW-2 I MW-2 I MW-2 I Date Sampled 1 07--17-85 I 08-12-85 I 11•-13-8S 1 03-10-86 I 05--19-86 I 07-17-85 I 08--12-85 I 11-13-85 I 03-10-86 I 05--19-86 I PARAMETERS I I I I I I I I I I I ---------------------------------------------------------------------------------------------- ---------------------------- I I I I I I I I I I I EPA METHOD 601 - PURGEABLE I I I I I I I I I I I HALOCARBONS (ug%1) T NS I NS I I NS I NS I NS I NS I I NS I NS I I I I I I I I I I I I Chloromethane I I I ND I I I I I ND I I I Bromomethane I I I NO I I I I I ND I I I Dichlorodifluoromethane I I I ND I I I I I ND I I I Vinyl Chloride I I I ND I I I I I ND I I I Chloroethane I I I NO I I I I I ND I I I Methylene Chloride I I I ND I I I I I ND I I I Trichlorafluoromethane I I I ND I I I I I ND I I I 1,1-Dichloroethene I I I ND I I I I I ND I I I 1,1-Dichloroethane I I I NO I I I I. I ND I I I Trans-1,2-Dichlaroethene I I I ND I I I I I ND I I I Chloroform I I I ND I I I I I NO I I I 1,2-Dichloroethane I I I ND I I I I I ND I I I 1,1,1-Trichlaroethane I I I ND I I I I I ND I I I Carbon Tetrachloride I I I ND I I I I I ND I I I Bromodichloromethane I I I NO I I I I I NO I I I 1,2-Dichloropropene I I I ND I I I I I NO I I I Cis-1,3-Dichloropropene I I I ND I I I I I ND I I I Trichloroethene I I I ND I I I I I ND I I I Dibromochloromethane I I I ND I I I I I ND I I I 1,1,2-Trichloroethane I I I NO, I I I I I ND I I I Trans-1,3-Dichloropropene I I I ND I I I I I ND I I I 2-Chloroethylvinyl Ether I I I ND I I I I I ND I I I Bromoform I I I ND I I I I I ND I I I 1,1,2,2-Tetrachloroethane I I I NO I I I I I ND T I I Tetrachloroethene I I I ND I I I I I ND I I I I I I I I I I I I I I EPA METHOD 602 - PURGEABLE I I I I I I I 1 I I I AROMATICS (ug/1) I NS I I I NS I NS I NS I I I NS I NS I I I I I I I I I I I I Benzene I 1 50 1 11.9 I I I I 24 I 397 I 1 I Toluene I 1 < 50 I 26.7 1 I I 1 4,590 1 1,570 1 1 I Ethylbenzene I I < 50 I 95.0 1 I 1 1 960 1 2,133 1 I I Chlorobenzene I I ND I ND I I 1 1 ND I ND I I I 1,2-Dichlorobenzene I I NO, I ND I I I I ND I ND I I I 1,3-Dichlorobenzene I I ND I ND I I I I ND I NO I I I 1,4-Dichlorobenzene I I ND I NO, I I I I ND I ND I I I Xylenes I 1 11,800 I 1,330 1 I I I 16,000 I 3,890 I 1 I I I I I I I I I I I I SAMPLE HEADSPACE SCREENING I I I I I I I I I I I BY GC - TOTAL VOLATILE I I I I I I I I I I I ORGANICS AS GASOLINE (mg/1) I 32 I NS I NS I Ns I 17 I 34 I NS I NS I NS 1 16 I I I I I I I I I I I I PH 1 5.5 I NS I NS I NS I NS 1 4.6 I NS I NS I NS I- NS I Alkalinity I 16 1 NS I NS I NS I NS I 16 I NS I NS I NS I NS I Specific Conductivity 1 250 I NS I NS I NS I NS I 360 I NS I NS I NS I NS I Lead I 0.1 1 NS I NS I NS I NS I 0.1 1 NS I NS I NS I NS I I I I I I I I I I I I ---•--------------------------------------------------------'--------------------------------------------------------------- , C2-110 SUMMARY OF GROUNDWATER ANALYSES AT OLD COLONY GAS STATIONS IN MASSACHUSETTS STORE NO: 6843 ADDRESS: HYANNIS, MA ` REPORTING PERIOD FROM: 07-17-85 GHR 70B NO: 7065110 TO: 05-P9-86 Sampling Location I MW-3 I MW-3 I MW-3 I MW-3 I MW-3 I MW-4 I MW-4 I MW-4 1 MW-4 I MW-4 I Date Sampled I 07-17-85 I 08-12=85 I 11-13-GS I 03-10-86 I 05-19-86 I 07-17-85 I 08-12-85 I 11-13-85 I 03-10-86 I OS--19-86 I PARAMETERS I I I I I I I I II I I ------------------------------------------------- ----------- -- - ------ - I I I ` I I I I I I I I EPA METHOD 601 - PURGEABLE I I I I I I I I I I I HALOCARBONS (ug/1) I NS I NS I I NS I NS I NS I NS I NS I NS I NS I I I I I I I I I I I I Chloromethane I I I NO I I I I I I I I Bromomethane I I I NO I I I I I I: I I Dichlorodifluoromethane I I I NO I I I I I I I I Vinyl Chloride I I I ND I I I I I I I I Chloroethane I I I NO I I I I I I I I Methylene Chloride I I I NO I I I I I I I I Trichlorofluoromethane I I I NO I I. I I I I I I 1,1-Dichloroethene I I I ND I I I I I I I I 1,1-Dichloroethane I I I NO I I I I I I', I I Trans-1,2-Dichloroethene I I I ND I I I I I I' I I Chloroform I I I NO I I I I I I I I 1,2-Dichloroethane I I I ND I I I I I I I I 1,1,1-Trichloroethane I I I 2.6 I I I I I I I 1 Carbon Tetrachloride I I I ND I I I I I I I I Bromodichloromethane I I I ND I I I I I I I I 1,2-Dichloropropene I I I ND I I Cis-1,3-Dichloropropene I I I NO I I I I I I I I Trichloroethene I I I ND I I I I I I I I Dibromochloromethane I I I NO I I I I I I I I 1,1,2-Trichloroethane I I I NO I I I I I I I I Trans-1,3-Dichloropropene I I I ND I I I I I I ;. I I 2-Chloroethylvinyl Ether I I I ND I I I I I I ' I I Bromoform I I I NO I I I I I I I I 1,1,2,2-Tetrachloroethane I I I ND I I I I I I I I Tetrachloroethene I I I NO I I I I I I I I I I- I I .I I I I I ' I I EPA METHOD 602 - PURGEABLE I I I I I I I I T I I AROMATICS (ug/1) I NS I I 1' NS I NS I NS I I I NS I NS I I I I I I I I I I I I Benzene I I 69 I 14.1 I I I I 5 I 2.9 I I I Toluene I I 165 I NO I I I I < 5 1 70.0 I I I Ethylbenzene I I < 5 I NO I I I I 5 I 27.5 I I I Chlorobenzene I I ND I NO I I I I ND I NO I ' I I 1,2-Dichlorobenzene I I ND I NO I I I I NO I ND I '. I I 1,3-Dichlorobenzene I I ND I NO I I I I NO I NO I I I 1,4-Dichlorobenzene I I ND I ND I I I I NO I ND I I I Xylenes I I 64 I 18.1 I I I I 5 I 1S6 I I I I I I I I I I I I I I SAMPLE HEADSPACE SCREENING I I I I I I I I I I I BY GC - TOTAL VOLATILE: I I I I I I I I I ! I I ORGANICS AS GASOLINE (mg/1) I 4_1 I NS I NS I NS I 0.02 I < 0..01 I NS I NS I p NS I 0.18 I I I I I I I I I I ' I I PH I 5.2 I NS I NS I NS I NS I 5.3 I NS I NS I ! NS I NS I Alkalinity I 10 I NS I NS I NS I NS I 22 I NS I NS Ij NS I NS I Specific Conductivity I 155 I NS I NS I NS I NS I 92 I NS I NS I NS I NS I Lead I < 0,;1 I NS I NS, I NS I NS I 0.1 I NS I NS I NS I NS I I I I I I I I I I I I C3-110 SUMMARY OF GROUNDWATER ANALYSES AT STORE N0: 6B43 OLD COLONY GAS STATIONS IN MASSACHUSETTS ADDRESS: HYANNIS, MA ND = None Detected REPORTING PERIOD FROM: 07-17-85 GHR JOB NO: 7065110 NS = Not Sampled TO: 05-19-86 ----------------•------------------------------------------------------------------------------------------------------------ Sampling Location I MW-S I MW-5 I MW-6 I MW-6 I MW-7 I MW-7 I MW-8 I MW-8 I Date Sampled I 03-10-86 I 05-19--86 I 03-10-86 I OS-19-86 I 03-10-86 I 05-19-86 I 03-10-86 1 05-19-86 I PARAMETERS I I I I I I I I I - --------------------------------------------------------------------------------------------------- I I I I I I I I I EPA METHOD 601. - PURGEABLE I I I I I I I I I HALOCARBONS (ug/1) I NS I NS I NS I NS I NS I NS I NS I NS I I I I I I I I I I Chloromethane I I I I I I I I I Bromomethane I I I I I I I I I Dichlo rod ifIuoromethane I I I I I I I I I Vinyl Chloride I I I I I 2 I I I Chloroethane I I I I I I I I I Methylene Chloride I I I I I I I I I Trichlarofluoromethane I I I I I I I I I 1,1-Dichloroethene I I I I I I I I I 1,1-Dichloroethane I I I I I I I I I Trans-1,2-Dichloroethene I I I I I I I I I Chloroform I I I I I I I I I 1,2-Dichloroethane I I I I I I I I I 1,1,1-Trichloroethane I I I I I I I I I Carbon Tetrachloride I I I I I I I I I Bromodichloromethane I I I I I I I I I 112-Dichloropropane Cis-1,3-Dichloropropene I I I I I I I I I Trichloroethane Dibromochloromethane I I I I I I I I I 1,1,2-Trichloroethane I I I I I I I I I Trans-1,3-Dichloropropene I I I I I I I I I 2-Chloroethyl.vinyl Ether I I I I I I I I I Bromoform I I I I I I I I I 1,19292-Tetrachloroethane I I I I I I I I I Tetrachloroethene I I I I I I I I I I I I I I I I I I EPA METHOD 602 - PURGEABLE I I I I 2 I I I I AROMATICS (ug/1) I I NS I NS I NS I NS I NS I NS I NS I I I I I I I I I I Benzene I S2 I I I I I I I I Toluene I 37 I I I I I I I I Ethylbenzene I ND I I I I I I I I Chlorobenzene I NO I I I I I I I I 1,2-Dichlorobenzene I ND I I I I I I I I 1,3-Dichlorobenzene I ND I I I I I I I I I0-Dichlorobenzene I ND I I I I I I I I v Xylenes I 170 I I I I I I I I I I I I I I I I I SAMPLE HEADSPACE SCREENING I I I I I I I I I BY GC - TOTAL VOLATILE I I I I I I I I I ORGANICS AS GASOLINE (mg/1) I NS 1 2.1 I NS I 2.4 I NS I. 4.5 I NS 1 40 I 1 I 1 I I 1 I 1 I pH I 5..6 1 NS I NS I NS I NS I NS I NS I NS I Alkalinity I 1.1 I NS I NS I NS I NS I NS I NS I NS I Specific: Conductivity I 160 I NS I NS I NS I NS I NS I NS I NS I Lead I NS I NS I NS I NS I NS I NS 1'. NS 1 N I 1 I I z 1 1 I I z c C4-110 SUMMARY OF GROUNDWATER ANALYSES AT STORE N0: 6843 OLD COLONY GAS STATIONS IN MASSACHUSETTS ADDRESS: HYANNIS, MA NO = None Detected REPORTING PERI OD FROM: 07-17-86 GHR JOB NO: 706SI10 NS = Not Sampled TO: OS-19-86 ----•----- -------------------------------------------------------------------------------•-------------------------------------------- Sampling Location I MW-9 I MW-9 I MW-10 I MW--10 I MW-11 I MW-11 I MW-12 I MW-12 I Date Sampled I 03-10-86 I OS-19-86 I 03-10-86 I 05-19-86 I 03-10-86 I 05-19-86 I 03-10-B6 I OS-19-86 I PARAMETERS I I I I I I I I I -----------------------------^-_--- ---------------------------------------------------------------------------------------------------------- I I I I I I I I I EPA METHOD 601 - PURGEABLE I ; I I I I I I I I HALOCARBONS (ug/1) I NS I NS I NS I NS I NS I NS I NS I NS I 1 I I I I I I I I I Chloromethane I I I I I I I I I Bromomethane I I I I I I I I I Dichlorodifluoromethane I I I I I I I I I Vinyl Chloride I I I I I I I I I Chloroethane I I I I I I I I I Methylene Chloride I I I I I I I I I Trichlorofluoromethane I I I I I I I I I 1,1-Dichloroethene I I I I I I I I I 1,1-Dichloroethane I I I I I I I I I Trans-1,2-Dichloroethene I I I I I I I I I Chloroform I I I I I I I I I 1,2-Dichloroethane I I I I I I I I I 1,1,1-Trichlor•oethane I I I I I I I I I Carbon Tetrachloride I I I I I I I I I Bromodichloromethane 1,2-Dichloropropene I I I I I I I I I Cis-1,3-Dichloropropene I I I I I I I I I Trichloroethene I I I I I I I I I Dibromochloromethane I I I I I I I I I 1,1,2-Trichloroethane I I I I I I I I I Trans-1,3-Dichloropropene I I I I I I I I I 2-Chloroethylvinyl Ether I I I I I I I I I Bromoform I I I I I I I I I 1,1,2,2-Tetrachloroethane I I I I I I I I I Tetrachlaroethene I I I I I I I I I I I I I I I I I I EPA METHOD 602 - PURGEABLE I I I I I I I I I AROMATICS (ug/1) I I NS I I NS I I NS I I NS I I I I I I I I I I Benzene I ND I I ND I I 290 I I NO I I Toluene I 3.7 I I NO I I 1890 I I 26 I I Ethylbenzene I 4.8 I I ND I I 370 I I 11 I I Chlorobenzene I NO I I NO I I ND I I ND I I 1,2-Dichlorobenzene I ND I I ND I I NO I I NO I I 1,3-Dichlorobenzene I NO I I NO I I NO I I NO I I 10-Dichlorobenzene I NO I I ND I I ND I I NO I I Xylenes I ND I I NO I I 6820 I I 45 I I I I I I I I I I I SAMPLE HEADSPACE SCREENING I I I I I I I I I BY GC - TOTAL VOLATILE I I I I I I I I I ORGANICS AS GASOLINE (mg/1) I NS I 0.34 I NS I 0.02 I NS I 10 I NS I 2.2 I 1: I I I 1: I I I I PH 1 5.2 I NS I 5.1 I NS I 5.2 I NS I 1.2 I NS I Alkalinity I 6 I NS 1 5 I N5 I 7 I NS I 5 I NS I Specific Conductivity I 840 I NS I 260 I NS I lie I NS I 163 I NS I Lead I NS I NS I NS I NS I NS I NS I NS I NS I 1 I I I I [ [ [ I i � ' � F 1 1 1 1 1 i I � APPENDIX C FIELD PROCEDURES �a APPENDIX C DESCRIPTION OF FIELD PROCEDURES The subsurface examination was conducted as described below. Soii borings were completed by a drilling contractor under GHR supervision by using a truck mounted rotary drilling rig. Each soil boring was logged by GHR's field geologist. The depth of the borings and any groundwater was recorded, and subsurface materials encountered at the Site were visually classified at the time of the boring. Upon completion of the soil borings, groundwater monitoring wells were installed wherever groundwater was encountered. The wells are constructed of either 4.0-inch or 2.0-inch; schedule-40 PVC riser pipe attached via flush-threaded joints to either 4.0-inch or 2.0-inch, schedule-40, .010-inch slot PVC well screen. In order to avoid possible well contamination, no glue or solvent-containing substances were used in the well construction. Upon completion of the 4-inch PVC monitoring well installations, a gravel pack was placed around each well screen. During .this process, the well was properly developed by continual surging and flushing of the water contained in each well . The wells were finished with either a 2-foot, 3-inch diameter steel curb box or a 2-foot, 8-inch diameter steel curb box cemented flush with the ground surface to protect the well from the elements and vandalism. Boring logs are attached to this Report in Appendix B. During the course of the hollow stem auger drilling activities, soil samples were screened in the field for the presence of volatile organic compounds using an HNU-101 portable organic vapor detector. The HNU-101 employs a photoionization detector to measure relative levels of volatile hydrocarbons (referenced' to a benzene standard) in the headspace of a sealed sample jar. HNU' 1'Ol readings cannot be directly translated to quantitative concentrations of any compounds present, but are indicative of the presence ano relative degree of organic contamination. As such, the results are employed to assess. the vertical distribution of hydrocarbon contamination, if any, in each borehole as an aid in siting groundwater sampling instruments. The results of the HNU 101 screening are presented on the boring logs. Groundwater samples collected from each monitoring well were screened for total', volatile organic concentration and/or analyzed for BTX per EPA Method 602 and/or EPA Method 601 Where possible, soil `- samples were collected and screened for total volatile organic concentration. All analyses were performed by GHR Analytical , Inc. of Lakeville, Massachusetts. The results of all analyses are provided in Appendix B. 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 ' APPENDIX D ' WATER DEPTH AND FLOATING PRODUCT MEASUREMENTS 6U"; .RCSUI..TS OF WATER DEPTH AND FLOATING THICKNESS MEASUREMENTS (IN FEET) STATION $6043, IVANOUGH ROAD, HYANNIS, MA DA'EE OF READING; 04":1.0-86 03-11.-86 05-19-86 WELL NO. WD PT W6 I PT WD FIT WE) PT WD FIT WE. _. FIT WD FIT WD PT wo PT MW-1 18.70 ND 19.08 ND 19.32- -`ND"_ MW-2 19.41 ND 19.79 TR 20.04 ND MW-3 19.23 NO 19.63 ND 1.9,06 NO i MW-4 18.73 NU 19.13 NO 19.K ND _ MW-5 18.65 ND 19.05 NO - 19'.27 ND MW-b 18.46 NU 18.85 ND --19.0F N - -- ---" MW-7 18.48 NO NA NA 19.11— tU MU-8 18.62 ND 19.01 NO _ 19.2r_ ND MW-9 10.9!" NU NA NA 18.4 MW-10 18.89 ND NA - NA'.. -18.7 __NG MW-11 19.421 ND NA NA 19.0E NO MW-12 19.6 ND NA NA 20.2i NO I. WD = Depth to Water 3. TR = Trace S. ND = Not Detected 2. PT = Product Thickness 4. NA = Not Available. 6. CB = Top of Curb Box . :.TOWN OF BARNSTABLE — UNDERGROUNDW"FUEC AND CHEMICAL STORAGE REGISTRATION , OWNER AND INSTALLER INFORMATIONf) tj ��' _ .C_4` �'� `��l MAP NO. PARCEL NO. 1_T� ADDRESS. ' a c(`.t�lc' PAR cs OWNER NAME: #-4c=+, :�� ,<.c � _ �: 1 `� .-C � , VILLAGE: y 1Vli! . v � INSTALLATION DATE: BY: - �� .13a n 4 is ADDRESS: EERTI TANK INFO MAT ON 0 LOCATION OF TANK: CAPACITY`�{CXX l TYPE� �--C l AGE ` . " FUEL/CHEP'I ALC(C—� '�5.�ti��_t .l TESTING CERTIFICATION CK-3 PASS E ] FAIL DATE LEAK DETECTION E ] CHECK IF N/A TYPE/BRAND_�`','f\k,'�; . ZONE OF CONTRIBUTION E>] YES E ] NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED V] YES E I NO DATE CUNSERVAIION E I CHECK IF N/A DATE BOARD OF HEALTH TAG NO.5�,o7 Ci I[ I E 7 E I DATE PLEASE PROVIDE A SKETCH SHOWINO 'THE TANK LOCATION ON THE BACK OF THIS CARD 4 17, WV { STOCKAFE FENCE--• FENCE CORNER _ { . t STORAGE — 89:28 CONCRETE VENTS T ''' 99x3Y - ''> ;. 3 - a i __. - - — - Q OUMPSTER. �- PAVEMENTjo— x _ P � c =' ri"'^&, :n 1 .PQ•� O UNDERGROUND. r-W-Be..' +� �ry o M 5 i� _ h .UNCERGR 7'LEPHONEvkINE ; €: OUNO:- + :� "�e::. a <•`-O� �. w oPVC:sPIPE, ,� x. ; -.,.`�'��f .`ELECTRIC:. )E' Ar f GASOLINE.:TANKG- ar r: f FILLER:COVERS(TYP. .O ,. - a•i, a;..;. � - 3 '3;c"�"I" rr^—"� .,r:s CONCRETE .PAff/STEEL:s, m K PLATE"'COVER TYP Kt,:# w ' -. e2 PV `> CTRf - �R. 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".8" Wcs_�� Daniel S. Greenbaum Commissioner Gilbert T. Jolyo-Amjw 0-9,?4 7 Regional Director 9 71.911 � 00-6VI U3 September 15, 1988 Charter Marketing Company RE: BARNSTAB.LE -OIIR/SA-4-026 (0) i One Charter Plaza fJ d olony S.e-r-v- c_e-Stl at ion, 21 West Church Street #6843 258 Iyanough Road ��, Jacksonville, Florida 32232 M.G.L. , Chapter 21E 1 ATTENTION: J. Jonathan Dow Director, Environmental Protection. I Gentlemen: 4 - TF. !1j.,..: .,..a. ._ +- F �'r-.v-* ._ ........-.-t l /1 ' a �i-y Eng; Vic_ �.-i D--vision _f _ -The ..c� a_.wu..:ra_.--`.a i .....v i.�G<.a...:a.._c....� y_L.. r.. 'r�S Hazardous Waste, on June 30, 1988,,, rt._:ceived a report. titled "Asp°.essment of Groundwater Remediation System" for the, Old Colony Service Station #6843 located at 258 Iyanough Road in Hyannis; Massachusetts..-..Additiot-ial information was submitted on August 19, 1988. The report was prepared on your behalf by GHR. Engineering Associates, Inc. , to inform the Department"i of the results of an eight hour pump test performed on May 12, 1988, and to provide recommendations in order to improve the efficiency of the ground water treatment system. The ground water treatment system began operation on May 12 , 1988. Based on data collected during the pump test and a computer simulation of the treatment system, GHR concluded that the closeness of the recharge galleries to the recovery well (RW-2) is causing short circuiting problems and thus diminishing the effectiveness of the recovery system. The Department concurs with GHR's recommendations to relocate the recharge galleries to a location upgradient from the underground storage�'tanks and to install a second recovery well (RW-1) . The optimum location identified for RW-1 is downgradient from the site, south of the New England House of Pizza. GHR predicts with these modifications the treatment . system will be able to capture the entire contaminant plume that is leaving the site. -2- If the underground storage tanks are to be removed, the Department must be ,informed in advance so that Department personnel can be present at i the time of tank removal. Therefore, the Department requires that the work be initiated immediately upon receipt of this letter and a report be submitted to the Department no later than December 20, 1988. The report must contain a description of the work performed, boring logs, RW-1 well construction, laboratory test results, a blue print of the treatment system, and any other relevant documentation. r Be advised that any changes to the existing treatment system may require modifications to the existing. air and/or ground water discharge permits. Your consultant must contact .the Department's Regional Air Quality Control Section, attention Mr. Seth Pickering, and the Division of Water Polution Control in Boston for guidance in this matter. Should you have any questions concerning case OIR/SA-4-026, please contact Maria E. Ramirez of this office. Very t my yours, Christo.6her Tilden, P.E. , Chief Ha.zardovs :Waste ,Section `I/h'R/LP cc: Ed Benoit DEQE, Boston DWPC-Boston DAQC-SERO ATTN: Seth Pickering DWS-SERO ATTN: Dave DeLorenzo Hazardous Waste Coordinator Town Hall Main St. Hyannis, MA 02601 GHR Engineering 75 Tarkiln Hill Rd. New Bedford, MA 02.745 ATTN: Joseph Salvetti Barnstable Water Company 47 Old Yarmouth Road P.O. Box 326 Hyannis, MA 02601 4 Page 1 a ZECCO, INC. ENGINEERING DIVISION SEPTEMBER Monthly Update From: 9-1-88 To: 9-28-ea 4 v Case SA-4-026 ' , �t ,.z Client: CHARTER MARKETING STATION - # 6843 Iyanough Road - Route 28 Site: lyannis, MA y _ Dates 'Monjtored: 9-14-ee,- 9-20-ea, 9-22-88 As required monthly in the Discharge Permit #0-321. , the following is a summary for- the quality and quantity of effl.uent from the groundwater treatment system .at. the above referenced site. During this interval the groundwater samples were collected f -nm the specified monitoring wells and were analyzed via EPA 1''lethod 602 . Fable 1 below =ticitmarizes the analytical rest.jlts detected in, the groundwater or-, September 14 , 199e. Table I BTEX Levels in Selected Monitoring Wells in PPB Compound Well 1 Well 5 Well 7 Well a Well 11 Well 12 Benzene nd 24 nd 150 36 rid Ethyl-B od nd od 590 160 nd Toluene nd 53 9 550 200 nd Xylenes 39 170 10 3600 1200 nd --- ----------------- .. ... _ . ------ -------------- Totals 39 247 19 4696 1596 rid ConrP1Diir_rd He11 13 Well, .14 Wel_l- 17 Influent ' Eff.l_tie rit. Benzene 3/4" 790 nd NS NS E th y 1•--B free 2900 nd NS NS Tn 1.1ierre pro-- 11000 nd NS NS Xylenes duct . 15000 nd NS NS --------------------------------------------------- Totals NS 26,690 nd - rid = none' detected NS = not sampled - ,m Page 2 Flow rate based on daily average: 26 gallons per minute The flaw rate has been reduced in half in order to reduce pulsing of the pump until the check valve is repaired . See comments below. Effluent Characteristics Actual Observed Final Discharq_e Limits F 1 taw 47. 2 gpm 140 gpm Total Hydrocarbons NS ppb 100 ppb Benzene NS 5 ppb Toluene VIS 20 ppb Total. i(yl.enes NS 20 ppb Ethyl Benzene NS 20 ppb NS = Not Satrap 1 ed Comments: The following maintenance and repairs took place during this activity period . 9--14-ee Groundwater pu�xp disconnected from the PVC influent pipe. Systein was shut down for repair =- and for this i"'easoo, influent and effluent safnples were not collected . 'The system was repaired on 9-20-ee. 9--21• 88 Piping to the air stripper had separated frofti the air stripping tower . Repaired 9-22-ee. 9-2288 Groundwater flow was gated down .to 26 gallons per minute (approximately 1/2 power of the previous flow rates) in order to reduce pump pulsii-ig until a new check valve/air tower fitting is installed . Flow will remain 26 gpm until repairs are made. Page 3 If you have any further questiosis regarding this matter , please don ' t hesitate to call one at (5o8) 393-2537. Sincerely, ZECCO, INC. Tustine Srfiiegal Hydrogeologist ,JWS/I n+f enc lostire cc : Director-Div. Water Pollution Control Mai- i a Remirez J. Jonathan Dow Jay Oliva llyannis Board of Health 1 _-------- HYDROSAMPLE DIVISION OF ZECCO. INC. 367 WEST MAIN STREET, NORTHBORO, MASSACHUSETTS 01532 TELEPHONE: 393-7222 HYDROSAMPLE ,NUMBER: 88-1887 1. . CLIENT: Charter Marketing One Charter. Plaza Jacksonville, FL SAMPLE ID: Charter Station 46843, WELL-1 WATER/GLASS . Hyannis, MA DATE .COLLECTED:09/14/88 DATE RECEIVED: 09/14/88 DATE ANALYZED: 09/15/88 ANALYSIS REQUEST: 602 Purgeables COLLECTED BY: S. Hartwell ODDDDDDDDDDODDDDODODDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDODDDDDD :. 1 PARAMETER `S RESULT UNIT ,MDg`- REFERENCE_AMOUNT BENZENE 10, ug/L # ',4 0 CHLOROBENZENE ` * ug/L 4 ,, ETHYL BENZENE * ug/L 6.0 ' TOLUENE * ug/L 5 0 1 ,2 D ICHLOROBENZENE *' a: * ug/L 1 ,3 DICHLOROBENZENE` ��r' • +� ug/L 6.0' , 1 ,4 DICHLOROBENZENE�� ug/L b Oe total XYLENES39 ug/L , 1 Analysis performed in accordance with EPA Method 602 using a Hewlett-Packard 6970 GC/MS. Results in units Indicated. * .indicates that the level present .is below the limit of detection for this parameter. HYDROSAMPLE, DIVISION of `ZECCO, INC F A Metcalf & Eddy Technologies Company '' y , C RTIFIED LABO ORY - MA097 HYDROSAMPLE DIVISION OF ZECCO. INC. 367 WEST MAIN STREET, NORTHBORO, MASSACHUSETTS 01532 TELEPHONE: 393-7222 HYDROSAMPLE NUMBER: 88-1888 CLIENT: Charter Marketing One Charter Plaza Jacksonville, FL SAMPLE ID: Charter Station U6843, WELL-6 WATER/GLASS Hyannis, MA " < .V%J DATE COLLECTED:09/14/88 DATE RECEIVED: 09/14/88 DATE ANALYZED: 09/15/88 ANALYSIS REQUEST: 602 Purgeables-�, COLLECTED BY: S. Hat•twei i z �'; DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDDDQDDDDDDDDDDDDDDDDDDDD PARAMETER RESULT *. UNIT v MDL REFERENCE AMOUNT BENZENE - 24 ug cc��L 4 ;G CHLOROBENZENE +� ug/L 4.0 ETHYL BENZENE * ug/L 6.0 TOLUENE 1 63 ug/L b�.0 1 ,2 DICHLOROBENZEN ug/qL ,b 1 ,3 D I CHLOROBENZENE �+ Coll *a 1 ,4 DICHLOROBENZENE�'' total XYLENES 70 ug/L b � r• }F tz. 3F�. . Analysis performed in accordance with EPA Method 602 using a Hewlett-Packard 6970 GC/MS. Results In units Indicated. . * indicates that the level present is below the limit of detection for this parameter. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company YT6ER IF E LA 0 TORY - MA097 HYDROSAMPLE DIVISION OF ZECCO. INC. '.67 WEST MAIN STREET, NORTHBORO, MASSACHUSETTS 01532 i ELEPHONE: 393-7222 HYDROSAMPLE NUMBER: 88-1889 CLIENT: Charter. Marketing =- one Charter Plaza Jacksonville, FL, � a M .' t tfr. A f `' :•7` t r ,t* 'ti C T';Q Y T y r .✓ i .;� V. h A :SAMPLE ID ` Char.ter`Station 46843, WELL-7 WATER/GLASS Hyannis; MA r ' - DATEtCOLLECTED:09/14/88 DATE RECEIVED: 09/14/88 DATE ANALYZED 09/15/88 ANALYSIS REQUEST: 602 Purgeab1',;s. , COLLECTED BY: S. Har twe-L,i DDDDDDDODDDDDDDDDDDDDDDDODDDDDDDDDDDDDODDDDDODDODDDODDDDDDDDDDDDDDDDDDDDDDDDODD PARAMETER .k. uRESULT UNIT, MOL-' REFERENCE_AMOUNT BENZENE � g # ug%L 4y0 CHLOROBENZENE ug/L ' ETHYL BENZENE x xY * ug/L 5.0 TOLUENE 8.7 ug/L 5.0 1 ,2 D I CHLOROBENZENE, ;--=�:, s " .k u /L 5 0 9 1 ,3 D I CHLOROBENZENE 1 ,4 D I CHLOROBENZENE,0�;,'1;e * ug/L 5.0, total XYLENES a 1j0 ,r; ug/L 5`0 "' Analysis performed in accordance with EPA Method 602 using a Hewlett-Packard 6970 GC/MS. Results in units indicated. * indicates that the level present is below the limit of detection for this parameter. i i HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company 4c S ERTIFIED LABORATORY - MA097 j • i HYDROSAMPLE DIVISION OF ZECCO. INC. 367 WEST MAIN STREET,,NORTHBORO,- MASSACHUSETTS 01532 r TELEPHONE: 393-7222 HYDROSAMPLE NUMBER: 88-1890 CLIENT: Charter Marketing One Charter Plaza Jacksonville, FL SAMPLE ID: Charter Station 46843, WE'LL-4' WATER/GLASS Hyannis, MA �� e k � DATE COLLECTED:09/14/88$ DATE RECEIVED: 09/14/88 TM�DATE NALYZED: 09/15/88 ANALYSIS REQUEST: 602 Purgeabaes _ -. COLLECTED BY: S. Hartweh�{ij t ' ,. t. DDDDDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDODDDDDDDDD PARAMETER .,� RESULT UNIT � MDL REFERENCE_AMOUNT BENZENE 160 g/L's `40 CHLOROBENZENE Ire, ug%L 40' � ETHYL BENZENE '" 590 °° 'ug/L 60 ° TOLUENE 550 ug/L 60 1 ,2 DICHLOROBENZENE a ug/L 50 1 ,3 DICHLOROBENZENE ug/L 60: 1 ,4 DICHLOROBENZENE * ug/L 60 total ;.XYLENES ,` ` - 3600 ug/L 60 Analysis performed in accordance with EPA Method 602 using a Hewlett-Packard 6970 GC/MS. Results in units indicated. * indicates that the level present is below the limit of detection for this parameter. HYDROSAMPLE, DIVISION of ZECCO, `;I,NC A Metcalf & Eddy ,Technologies Company a, 7 T E. CERTIFIE LAB R O PY - i09 HYDROSAMPLE DIVISION OF ZECCO. INC. 367 WEST MAIN STREET, NORTHBORO, MASSACHUSETTS 01532 TELEPHONE: 393-7222 HYDROSAMPLE NUMBER: 88-1891 CLIENT: Charter Marketing One Charter Plaza Jacksonville, FL SAMPLE ID: Charter Station a6843, WELL-11 , WATER/GLASS Hyannis, MA k. DATE COLLECTED:09/14/88 DATE RECEIVED: 09/14/88 DATE ANALYZED: 09/15/88 ANALYSIS REQUEST: 602 Purgeables" a COLLECTED BY: S. Hartwe�l I. . ODDODDDDDDDDDDDDDDDD,ODDODDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDODODDDDDODDDDODDD PARAMETER RESULT UNI MD REFERENCE AMOUNT BENZENE :u 36 ug/ U. : . . CHLOROBENZENE +� ugiL 4.0 ... ETHYL BENZENE 160 ug/L' 5.0 TOLUENE 200 ug/L, 5 0 1 ,2 D ICHLOROBENZENE g/.L' 5 �± u / ' :x0 � k� 5 1 ,3 DICHLOROSENZENE w. 4z * ug/L�, ib.0� 1 ,4 DICHLOROSENZENE 0 total XYLENES 00 ug/L 6. 00 1 Analysis performed In accordance with EPA Method 602 using a Hewlett-Packard 5970 GC/MS. Results In units indicated. ' * indicates that the level present Is below the limit of detection for this parameter. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company S *ERTIFI LAB 97 11YDROSAMPLE DIVISION OF ZECCO. INC. ,67 WEST MAIN STREET, NORTHBORO, MASSACHUSETTS 01532 TELEPHONE: 393-7222 ' HYDROSAMPLE NUMBER: 88 1892 ` CLIENT: Chartie Marketing f One-Charter. PIeze { Jacksonville, FL SAMPLE ID: Charter Station s6843, WELL-12, WATER/GLASS Hyannis, MA DATE COLLECTED:09/14/88 DATE RECEIVED: 09/14/88 DATE ANALYZED: 09/15/88 ANALYSIS REQUEST: 602 Purgeables ., COLLECTED BY: S. Hartwell DDDDDODODODDDODDDDDDDDDDDDDDDDDDODDDDDDDDDDODDDDDDDODDDODDODDDDDDDDDDDDDDDDDODD $. PARAMETER ,' RESULT t�NIT MDL REFERENCE AMOUNT - ---- -� BENZENE <�¢ ++ ug/L 4:0 CHLOROBENZENE +� ug/L s 4.0 ETHYL BENZENE ,; P +� ug/L 6.0 TOLUENE ug/L- b 0 1 ,2 DICHLOROBENZENE 1 ug/L 6 O',\'° . 1 ,3 DICHLOROBENZENE ug/L 6 1 ,4 DICHLOROBENZENE4'., * .. ug/L b 0 total XYLENES * � ug/L 6:01', 41 �� Analysis performed in accordance with EPA Method 602 using a Hewlett-Packard 6970 GC/MS. Results In units indicated. * indicates that the level present is below the limit of detection for this parameter. HYDROSAMPLE, DIVISION of ZECCO, INC.. .' A Metcalf & Eddy Technologies Company '• 4*CV ERTIFILA 0 Y MA097 r r i.-,M , i• i ..c. ,�::!5-t°'�:�r'.:. G/`Y t .`'��. ..t- .. � .-. 5,:: r .t s .io-.,+V 4 'F e+fy� - HYDROSAMPLE DIVISION of ZECCO. INC. " 367 WEST MAIN STREET, NORTHBORO, MASSACHUSETTS 01532 f EL EPH ON E: 393-7222 HYDROSAMPLE NUMBER: 88-1893 CLIENT: Charter Marketing One Charter Plaza Jacksonville, FL SAMPLE ID: Charter Station #6843, WELL-14, WATER/GLASS Hyannis, MA '' DATE COLLECTED:09/14/88 DATE RECEIVED: 09/14/88 DATE ANALYZED: 09/17/88 ANALYSIS REQUEST: 602 Purgeables COLLECTED BY: S. HaraweII DDDDDDDDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDODDDDDDDD V PARAMETER 'RESULT "� UNIT o &MDL MO ` A REFERENCE MOUNT �f - BENZENE 790- ug/L �J44'D. CHLOROBENZENE u g/ -4. 40 ETHYL BENZENE 2900 ug/L' h 50 TOLUENE 11000 ug/L 50 1 ,2 DICHLOROBENZEN ug/ ; 1 ,3 D I CHLOROBENZEN ;50 1 ,4 D I CHLOROBENZENE total XYLENES 000 ug/L b0 ` {RY ? �e Analysis performed - In accordance with EPA Method 602 using a 'Hew`latt-Packard 6970 GC/MS. Results in units Indicated. .* Indicates that the level present Is below the limit of detection for this parameter. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company 4STCERTIFI LABATORY - MA097 HYDROSAMPLE DIVISION OF ZECCO. INC. �67 WEST.MAIN STREET, NORTHBORO, MASSACHUSETTS 01532. ;"ELEPHONE: 393-7222 HYDROSAMPLE NUMBER: 88-1894 CLIENT: Charter Marketing One Charter Plaza Jacksonville, FL ;SAMPLE ID: Charter Station tt6843, WELL-17, WATER/GLASS Hyannis, MA r DATE;,COLLECTED:09/14/88 �w3 '< �d DATE,RECEIVED: `09/14/88 w6l` ' DATE ANALYZED: 09/15%i38 ANALYSIS REQUEST: 602 Purgeables COLLECTED BY: S. Hartwe.l.t f DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDODDDDDDDDDDDbDDDDDDDDDDODDDDDDDODDODDDDD ` a PARAMETER RESULT UNl`7 MD.L REFERENCE AMOUNT --------- ------ - -----------i , -. BlaZENE _ ag CHLOROBENZENE ,X * ug/'l KID` 4.O,� ETHYL BENZENE * ug/L ::.0) TOLUENE .. �"¢ ` * ug/L , � • 1 ,2 DICHLOROBENZENEr, R'` h `�, * ug/.L' 60A`4 1 ,3 DICHLOROBENZENE9 * ug/L' " 5.0 ` 1 ,4 DICHLOROBENZENE.• : +� ug/L 5.0 total XYLENES r = .- Analysis performed in accordance with EPA Method 602 using a Hewlett-Packard 5970 GC/MS. Results in units indicated. .* indicates that the level present is below the limit of detection for this parameter. . HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company OSTE CERTIFIED LABOR TORY - MA097 Cam`, O ism ID look a � r �toll Em E gGE F "g ; !� �. 3� IN W ladm g �. � sPTjOCK �yx e c d g, nNMI MRINb i S2 ^ \' k R 05 map _ c 4 IN— xON RA �An pil �' ems: l: ON lid C) 'pax' .`. `. �s r � Ile *� a3am P < s 1 011 PC:SPIN Ito A /1 its log �n ` l �L 5 -e�" i pig pit . too, Y Ac C Ms:p x � r ............... w No.. --- ••. F� .. Q.`..w........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ru-� ... ... ....... ..........OF .........:�✓..�P u-sff d L. .............................. Application is hereby made for a Permit to Construct ( ) or Repair ( j an Individual Sewage Disposal System at: ................................................................................................ ocation•Address or Lot No ..................Own V A �ess , .._........ A . _�...................2..=....... . �............... /! �9 a� Inst Address UType of Building Size Lot..2.2/_- .......Sq. feet �-, Dwelling—No. of Bedrooms----------------- ......................Expansion Attic ( ) Garbage.-Grinder (--} aOther—Type of Building S'PS__. _�t S /1,No. of persons..__V./Y-_�'--------- Showers f—}— Cafeteria (--� Other fixture ..............A A v'1'Tv 4-�-- ---- Q Design Flow_______ .�:o ___ �'E"�s«-�ons per person per day. Total daily flow................�U_______ gallons. W � SOO WSeptic Tank—Liquid e�apacity-/-.-,---.-..gallons Length................ Width................ Diameter_-.---.--------- Depth---_-_----.---- x Disposal Trench No_____________________ Width-------------------- Total Length___--------"--__---- Total leaching area-------------.------sq. ft. Seepage Pit No.-__.�......'..__ Diameter../!?_Jf/Q, Depth below inlet.................... Total leaching area--.7�-�-/.._.sq. ft. z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by......................................................................... Date------------------------ -------------- Test Pit No. 1................minutes per inch Depth of "Pest Pit-.-_-________----- Depth to ground water.------------------------ f14 Test Pit No. 2................minutes per inch Depth of Test Pit--_----_-._____-___. Depth to ground water------...____----_-.--. 9 ------------------- --------------------------------------------•-----------•----......-••.__.._......................................................... 0 Description of Soil-------------------------------------- ------------------------------------------------------------------------------------------------------------------------------- x rf ....�/l fIC L --- ------- ------------------------- ------------------------------------------ ----------------------- -----J°`le7 ```% U Nature of Repairs or Alterations—Answer when applicable-------------------.........................-----------.-.-.-----.----.--..--..--------.......... ' ------------------------------------------------------------------------------."-_-------------------------------_------------------.-----------------_---------=------- --- ----------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article X.I of the State Sanitary Code— The undersigned further agrees not to place the system in operation until.a Certificate of Compliance has beend by the oar(.of health. Signed_.J.�,l - ---- ....---•--• • -Z -7-6- /� ('C�/Lt—) Date Application Approved By--_-'.1�------------------------------------------------------------------------------------ ----------------. --Da . -------------- at e Application Disapproved for the following reasons____________________________________________________________________________ -•-"----••--......••-•--•....................................•...------.........----•------•--••----•-•......-----------...--•--••--•----------------•-------=-...---------•---•-•---------•------•.---•- // Date Permit No------- . --------•------------------------------- Issued............................. Date •� ��t� ��`"_` ��i2ls�'%42/2/�2E?I`e;C�l� ��.1� endruscarr�rter?�c (ff ra u�.eev-�7 S. RussellSylva Jzzcce� Commissioner Paul T. Anderson �� y zczL , �/ 02316 Regional Environmental Engineer 9.117-123y, oxe &M=684 January 28, 1986 LOP Ply. Old Colony Petroleum Co. RE: BARNSTABLE--Incident Response 21 truest Church Street Site Assessment (Location No. 6843) One Charter Plaza 258 Iyanough Road Jacksonville, Florida 32202 NOTICE OF RESPONSIBILITY Massachusetts General Laws Chapter 21E AT=ION: Mr. William G. Schwind Vice President Gentlemen: The Department of Environmental Quality Engineering has received a report titled "Site Assessment Summary" for the above-referenced property located at 258 Iyanough Road, Hyannis, Massachusetts. The report was prepared by GHR Engineering, and dated September 23, 1985. The purpose of this assessment was to provide the Department with the environmental conditions at the site and a recommended plan for remedial action. According to the "Site Assessment Summary" volatile organic contamination (gasoline components) of the groundwater and soil was detected. Review of the information contained in the Summary revealed that four (4) monitoring wells had been installed at the site. Groundwater and soil samples were screened (headspace G.C. analysis) for total volatile organics (TVO) . TVO concentrations ranged from 0.01 ppm to 34.0 Rpm and from.0.01 ppm to 2G0.0 ppm for the groundwater and soil samples, respectively. Additional groundwater samples were collected and analyzed by GHR Engineering. The results .of the analyses indicated the presence following volatile organics: benzene 397 ppb; toluene 1570 ppb; ethylbenzene 2133 ppb; and 3890 ppb. (xylenes) Old Colony Petroleum Company initially notified the Department, with a letter dated July 24, 1985, that preliminary tests (conducted by GHR Engineering) indicated gasoline was present in the soil and. groundwater. _This condition constitutes a release, arA a continuing threat of release of hazardous materials from the site. The prevention and/or mitigation of such a release or threat of release is governed by M.G.L. C. 21E, the "Massachusetts Oil and Hazardous Material Release, Prevention and Response Act." -2- This letter is to inform you that: 1 . Based on information available to the Department of Environmental Quality Engineering, the Department has reason to believe that you as Lessee of the above-referenced property are a responsible party with liability under, M.G.L. C. 21E S 5(a). The nature of this liability is joint and several without regard to fault 2. The Department intends to arrange for or to take actions which itedeens necessary to respond to the release/threat of release; 3. You may 'take the prescribed actions in lieu of the Department. Your liability noted in one above may include up to three times the cost of: a. all response costs incurred by the Department due to the release/threat of release, including all contract, administrative, and personnel costs; and b. all damages for any injury to, destruction, or loss of natural resources due to the release/threat of release. The liability 'constitutes a debt to the Commonwealth. The debt, together with interest, creates a lien on all of your property in the Commonwealth. In addition to the foreclosure remedy provided by the lien, the Attorney General of the Co7mnwealth :w may recover that debt or any part of it in an action against. you. You may also be .liable under M.G.L. C. 21E §11 for up to $25,000 in fines or penalties for each violation of .C. 21E as well as for additional penalties or damages pursuant to other statutes or common law. If you intend .to. take the necessary response actions in lieu of the Depart*nent, YOU must notify the Department, in writing, of your intent no later than Feb_ j=ry 7, 1986, and contract by February 14, 1986, with a consultant knowledgeable in the area of hydrogeological investigation and uncontrolled hazardous waste site assessment and abatement. The consultant must be able to submit to the Department a scope of work which will define the extent of contamination and provide recommendations for all necessary remedial actions by March 7, 1986. All data generated by the assessment of this site shall be submitted for review and approval prior to implementation of the remedial actions. Therefore, the Department requires the assessment and remedial action scope of work to include but shall not be limited to the following: 1. A hydrogeologic assessment of the area to determine the extent of the soil and groundwater contamination. 2. A remedial cleanup program directed towards containment, removal and/or treatment of the contaminants at the site. I r _3_ 3. The development of a monitoring program which will evaluate the effectiveness of the remedial cleanup program. The monitoring program should include background and post remedial cleanup monitoring phases. t If the Department does not hear from you within the time specified above, (or if you. or persons acting on your behalf fail to act within the prescribed time,) the Department will commence .response actions and expect to recover from you to the extent of liability set forth above. Very truly yours, Christopher Tilden, P.E., Chief Solid and Hazardous Waste Section T/JB/cb CERTIFIED MAIL #P522439823 RETUR4 RECEIPT REQUESTED cc: James Colman, DEQE OIR - Boston David Broughel, Esq. Day, Berry .and Howard One .Post'Office,Square Boston, MA Hazardous Waste Coordinator Town Hall Hyannis, MA 02601 GHR Engineering Co. 75 Tarkiln Hill P.oad New Bedford, MA 02745 ATTN: Joseph Salvetti Mr. John F. Shields 121 East Bay Road Osterville, MA 02655 � l No.. Fim$...........G.r}._......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �UG`L .. _ -------OF...........f> : c: , pphration -for 4%ipoott1 Eorkii Tonotrurtion Verniit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .............. C {rwv c tf t�o�1- -----------------------------•---- C Location-Address or Lot No. f � , .................. Own t Address Inst 1 �r Address Q Type of Building Size Lot...Z_..a__q_-. ;----Sq. feet j U g— -__--.___Expansion Attic ( ) Garbage Grinder (—) .-I Dwelling No. of Bedrooms__-__._.-___`�'�-_-�"____•_- ------- Other e of Building 1: _..�A�___ ?A,No. of ersons.-___/ -_!_�T.___..____ Showers Cafeteria a yP g P ( ) — ) ' d 04 Other fixtures --•-- ----- ---------------------------- ------------------------- ---------------_---------- Design Flow_...__• U`__-. "�_:. �.Eh._gallons per person per day. Total daily flow___________G��J____- ___--_-_--gallons. W fS%tU WSeptic Tank—Liquid capacity_---___-__gallons Length________________ Width................ Diameter------.--------- Depth--_--_____--- x Disposal Trench No_____________________ Width___-_____...__.----- Total Length.................... Total leaching area...............-----sq. ft. 3 Seepage Pit No_____ ___________ Diameter__fq. _j 1_. Depth below inlet____..___________._. Total leaching area--_7,a'a7.__...sq. it. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by-------- ----------- --------------------------•----•----•---------------- Date-_______------------------------------.. Test Pit No. I----------------minutes per inch Depth of "Pest Pit-------------------- Depth to ground water_.---------___-__-__--- w Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-----------._________-_- P4 •----------- ---------------------------------••---------•--------••••----------•-------•••-••---•.................................................------ x Description of Soil----------------�-�--- ---------------f7s�t/�--�------ --- f ------------------------------------------------------ ----------------------------- \/� fJ, , .------------------------------------_______________________________ ________________________________________________________________________________________________________________________________ W U Nature of Repairs or Alterations—Answer when applicable---------------------------------------------_-----------------------------------___-------- ---------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been it$s ed by the board of healthy Signed--- = = -••-- -----�----�-f'-- Date Application Approved By...._�__: �________________ f Date Application Disapproved for the following reasons:-------•---------------•-------•------_-_-----_-_-•-_--_----------------_________-----------------_-__---------- ----------------------•-••--•-----------------•--•-----------•-•--------------•--•------•-•-•-------------•-- ------------•- •--------------------------------------••--------------•••---------------- Date PermitNo-------1,.n.L .................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 7ii CA,..... ... .......................OF......... .. .................................-......-....-.-....-.-..--..-....... uIrrtifirate of 01,10mViittnre THIS IS TO CE F That Individlal Sewage Disposal System constructed ( ) or Repaired ( ) by----•-•-•--•---•--------------•---• ......... --------- - ------ ------------------------------------------------------------------------•------------------- Installer at_ / \ Y _A- _ v v / has been installed in accordance with the provisions of Article XI of The .State Sanitary Code as described in the application for Disposal Works Construction Permit No----------------------------------------- dated__--_____________________-___________________-__ THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE == ........................................ Inspector.................................................................................... 1�411 Lik-T1L t Gcs THE COMMONWEALTH OF MASSACHUSETTS /G Y �� _ L 1',3 BOARD OF HEALTH . _ :... ........OF....................................... No.........f... -------- FEE........................ OL �iLtt� � ork TtriYr; i�ogt ,rr�i � Perm sio s hereby granted_.__.. . -------------- -------------__----- --------------------------------- --- to Const c ( ) or epatr an I}� ividual Sewage Disposal System at No. 'a?` .......................p/ ! '"''` ---•------------------- --- Street / as shown on the application for Disposal Works Construction Permit No______________ .... ............... Board of Health DATE.-----•--._....-•----------•-•------------------•-------------•---......•..... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS , , Co TOWN OF BARNSTABLE LOCATION SEWAGE # VII:LAGE ASSESSOR'S MAP 6& LOT3,-9 0 725� INSTALLER'S NAME & PHONE NO.�b S^�yv��( Mr�O S-I!l SEPTIC TANK CAPACITY �� GAL (A )0 LEACHING FACILITY (type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER P06 BUILDER OR OWNER L DATE PERMIT:ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �� 4 �� - _� � _� Q ��.11r�5 � � .� ;; No.... FRs....... .�1........ APPROVED THE COMMONWEALTH OF MASSACHUSETTS tuft b!3 CW=fUaftn Dep"Mt .BOARD OF HEALTH -/3`9 WN OF BARNSTABLE Appliration for DiopoiiMl Work,i Towitrnr#ion rrrntit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: 258 Iyannough Road. ..........-•--••---•................••-•---••-----•--------------------------------••.......-•_... -----------------------------------------------...---•-----...---•--••-•••......-••--•••••....---- o tion-Address r Lo No John F. Shie _ups 121 cast Bay Rooad, .Ostervj.11e, MA ....................:._.......................................................................... .................................................................................................. a Owner � ! �p, .._ Address Vol, y h- . - -- a - Installer - C.L� Co ss a714 Q Type of Building Size Lot__ 0,20Q_..._......Sq. feet Dwelling— No. of Bedrooms---------------------_.----___--___--_----Expansion Attic ( Garbage Grinder ( ) 44 Other—Type of Building Storage/Orfic Wo. of persons......1------------------- Showers ( ) — Cafeteria ( ) 04 Other fixtures ---------------------------------- W Design Flow.._........300.........................gallons per person per day. Total daily flow........ O.._.....--._...__.._.__...___gallons. 1:4 Septic Tank—Liquid capacity...1000gallons Length......9.!...... Width.-5-13"..... Diameter_............. Depth_.Z.1....._... W Disposal Trench—No. .._._1............. Width...1?............. Total Length----ZQ..._...._. Total leaching area---4.48..........sq. ft. x Seepage Pit No--_---_----------- Diameter._-_.-_.__-..----_- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) `" Percolation Test Results Performed by...Zeeco, InC.___.. Date_____ �� $6.................. ,`4a Test Pit No. I....10.......minutes per inch Depth of Test Pit ------------------ Depth to ground water.....19.............. Gi, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 04 ----------------------------------------------------------------------------------------------------........................................................ 0 Description of Soil...........Redd ish..hr.>ptn-_.zand_E...snme_gravel,._._some..ailt......................................................... x W UNature of Repairs or Alterations—Answer when applicable.............. ................................................................................... --------•---------------------------------------------------------------------------------•---.....----•---------------------------------------------------------...--=----------------------.....---- Agreement: The undersigned agrees to install the oredescribed Individual Sewage Disposal System i nce with the provisions of TITLE 5 of the State E viro mental Code—The undersi=dfr ��Ce/V /1G�fsystem in operation until a Certificate of p�ia2_�een issued b th b Signed -- ------------------------------------- �2 /� �3 . Application Approved By .............. J J �.�«....�--------------------------------------------------_---------------- ./..-------1...3...•-9'14,, Dare Application Disapproved for the following reasons: ------------------------------------------------------------------------------------------------------------------------------------------------------- .. . ............. / Dare PermitNo. ..... ---1----^-------�-- F ---------------------- Issued -----------..----------- ............ Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH /_';_ �;TOWN OF BARNSTABLE Apphrtt#ion for Diti-pa!ial Work.5 Tunutrnr#'tun rrrmi# Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: 258 Iyannough Road ........................................................•--••-----------....--••--...--•..._...... _-•---------------••------•-•••---------------••--------•-----.._..-----...--•-••-•--•-••.......-- John F. Shiers ^aare55 121 East Bay RoA I Osterville, MA -•...................._.._......_.....-----------------•--•------------------------.._...--_-•--- -----------------•------------•-•.._._........-------•••------••---...._.....---•----..........•-- Owner Add,ess Volta In ---... . =- --- .... Box 10 40O' Plymoo1u thr_---�A Ll '�.Installer C ess • u d Type of Building ` - Size 11 Lot_-10,200-------_--_Sq. feet r Dwelling— No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building Storage/Of f iCNo. of ersons-_-___1----- ----------- Showers — a yP g -- - P --- - ( ) Cafeteria ( ) dOther fixtures ----------------------------- ��--------- �------=---.......------------------`--------------------._..._......•--. W lc Design Flow------------300 __ .gallons per yperson per day: rTotal daily flow_.-_...�.�"".'.........................gallons. R: Septic Tank—Liquid capacity__1_000gallons Length_--.-_A'_.__-_ Width_ !3"__-.- Diameter---------------- Depth__A I_._____-- Disposal Trench—No. ____1............. Width._.l ........__. Total Length..... 0_.________. Total leaching area---A4R..........sq. ft. Seepage Pit No...................... Diameter-----------:-------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-' Percolation Test Results Performed by.__Zeeco, Inc. Date_-- 3/11/86 Test Pit No. 1___- 0.......minutes per inch Depth of Test Pit __________________ Depth to ground water.....1.9'..._..__..... 44 Test Pit No. 2.........._.....minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ a ----------------------------------------------------•--------------•----------------•--•-------••---......................................................... 0 Description of Soil...........Re d i.gh._.tt_�-r ._.Zay..lid_..__.� _.some.-_q _1.-t... x W x V Nature of Repairs or Alterations—Answer when applicable.-_-_-__________________________________________________________________________________________ -----------------------------------------------------•------------•------...._..------------------•.------.._...-------------------.._._...----------------------...._...._..-----------.._.....-------- Agreement: The undersigned agrees to install the foredescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State E�iviro mental Code—The undersig. d fur tgh�r a ees n&t_to>p:lS e/1fte j�'f system in operation until a Certificate of Cddmplia ce jaJ been issued b th b A off alvth� Signed --- --or>----------------------------- -- -- -------- ------------------------------------ . �3 Application Approved By ---------------1I�.._. L� .---- ------------------------....................... .,-......---Dare -'-------' Application Disapproved for the following reasons- -- ----------------------------------------------------------------------------------------------------------------------------------- -----------------------------------------------�. ..........��-.....-------------------------------............-................-..........----..--...-------------------------- ........................................ Permit No. ...... Issued .......... Dace ------------ Due e THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C�EL"tifirate of t!��TT-omplianve THIS IS --T ERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by ------------ ------6 r.. ------ Vic--G,-----COS C.�.�.< _----------------------------------------------------------------------------------- ..5...�------- ..-.. - - has been installed in accordance wit the of TITLE 5 of Vhe State Environmental Code as described in the application for Disposal Works Construction Permit No. -- //....-----. dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.....-.... ....../� °`.. -------- ----- lnspe or—- ----- --- ----------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 9q TOWN OF BARNSTABLE NO.....1..�...��.. FEE......� C'J �iu�uu�t1 Turku �unu#r�tr##iun �rrmi# Permission is hereby granted--. ---......'tom=- _rr_��_.�rl/�::_,t - ---------------------------•----- to Construct ( ) or Repair (>c) an Individual Sewage Disposal System atNo. ' ._..- ."=`"'"-'�=- ,r�-('__ ............................C _,u�t ,,._ _.•------------------------------ .................................... V Street qq _ �y as shown on the application for Disposal Works Construction Permit No._!_l�_ --____ Dated-----55._.-��....../." ,� l ..... o ------ LBoard of Health DATE............................................................------------------- FORM 36508 HOBBS✓!WARREN,INC..PUBLISHERS {~� .yN '" ��.... APPROVED THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . 9 OWN OF BARNSTABLE App iratiou fur Uivji wial Midw Cla mitrnrtion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: o ...... . �. 1....A-V- -e .....k1-w-i" X 9 ._. Q m 10 Lee i\ddr l .......... `f+ g ' -• I-, OL� or Lot No. W � &A; rj� Address a �(-- ----- Installer Address UType of Building Size Lot............................Sq. feet Dwelling-No. of Bedrooms___-._ ------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons________..._________-__-___. Showers ( ) — Cafeteria ( ) d Other fixtures W Design Flow............................................gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capacity______-____gallons Length________________ Width___.__-..____-__ Diameter---------------- Depth................ / x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by-....... ---------------------•------------------------------------------- Date...-----------......................... Test Pit No. 1................minutes per inch Depth of Test Pit----._-______-__.___ Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water......_................. 0 9 -----------------------------------------------------------------------------------••••-•--••-•-•-•........................................................ Description of Soil........................................................................................................................................................................ x U •--••-•-•--•---••••----••-•---•••-•••-••-•-----•••••-•---•-----•----••••••------•--•---••••••--...---•••------....-••---•---••-----•-•-----••---••-•----•--•-••--•-•---•-•------••••----••......---••••. W x --•-•------------------------------•------------•---------------------------•--------•-•-- ......-----...... �} V Nature of Repairs or Alterations—Answer when livable _ ___.11 j_ __. � e. U ........................................................... ......14J/.- �1 Agreement: The undersigned agrees to install-the-afo.redescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compl'ance as bee ued the board of alth. �� 112 Signed ... ®........... ---------------- ----- ----------- -- ApplicationApproved By ------ — --------- ---------------- -�.------- --- ------- -- -----... .. ..... ........................ ........ �..9 Application Disapproved for the following reafo s- --------------------------------------------------------------------------- ------------------------------------ - ..-..... ------------------------------------------------------------- .................. ........ Permit No. ----------- --- _- --------------------- Issued ----- .. ` a: ...- e - 100 r r THE COMMONWEALTH OF MASSACHUSETTS � BOARD OF !-HEALTH X77; -` 9i'�/TOWN OF BARNSTABLE Appliratiun for Di-ripuual Workii Tomitrur#inn 11Prnti# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal at: G7 Sys./I >j A 1/�_ � f- 11- -A I �_ e-nl ........... ..... ....... > ............ ..._......---._............--..........•.._ .-. ........•..............................._. Locatio,-Addre, ! �} t y 6/J I .C!..1�! ) C.•.-)n m `!_?--r0, (7 i�l 17� f or Lot No. ..-.--.--•--- ------•--------•-------•----•-•-----------------•-----...-----------.--------•-----.......---•--- weer Address a I�� l=r• �nrnrCt�� : :. Installer Address Type of Building Size Lot.................... ......Sq. feet Dwelling—No. of Bedrooms.___ ! ______-__.____Expansion Attic ( ) Garbage Grinder ( ) a Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures ----------- --------------------------------- .---•------------------------------------ •-------------------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width_-------------- Diameter................ Depth-__-________-. x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by......................................................................... Date........................................ Test Pit No. I----------------minutes per inch Depth of Test Pit._.__-__.._______--- Depth to ground water-.--___.__.__-__-____.-. 40 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ DDescription of Soil ` --------------------•-------------------------------------------•--------------------------------•--•-••. ....... -•-•••---- ----...--.--•- x W y --' UNature of Repairs or Alterations—Answer wh n lical _ -_-.-� ( � � I � � i'� J� 1/ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the system in operation until a Certificate of Compl•ance .as bee i sued the board of ealth. Signed - � = - -------------- ... / i G ......../ ............:.�.... U ! to Application Approved By ... ., .........................................��/, .��....,.............:..... .. ........... -�...�`9---- Date 1 Application Disapproved for the following reason ---------------- --------------------------------------------.------------------------.-------------------------------------------- ....... ."%...®= '� Date Permit No. ............._ Issued / �-- -- ---------------------------------------------------------------------- ---- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Q-Te tifi ate of TIIntlati nve THIS I TO CE'RT FY That the ndividual Sewage Disposal System constructed ( ) or Repaired ( ) by ............ .�.l.I1 Ir..�� ....--�..----- f/ - _.... at ................/ J..... LV ,�--...A-V. •::.c- r _.... - has been installed in accordance with the rovisions of TITLE of he Stat Vvironmental Code as described in the application for Disposal Works Construction Permit No. ./ _........�r_... — �' dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE ONSTRUEID AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY DATE--------- ^' ------ .1�..: `? ---------- ---- Inspect r THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH i'- TOWN OF BARNSTABLE 0. 0 No......................... FEE.---................... 1 - �iupuuttl Iurku Tunu#rur#Uan rrrnti# - Permission is hereby granted•=--•--n f/_.., K n.at.k"1<o \ -----------------------------•--------------•-----•-------•-----.........-- to Construct (� ) or,Repa>r (��)) n Incavi lual Sewage Disposal System at No.... % Street as shown on the applicati•n for Disposal �t�orl:s Construction ermit No._-..._P .. atec ____________________ __ �- ----------- Z�.......... ••-•--•-----------T�-------a-- --••----- t = ------ v = / Board of ealth DATE.................. y... .,..� ..... / .............................. FORM 36508 HOBBS Q WARREN.INC..PUBLISHERS 1 TOWN OF BARNSTAB E UDCA:-ON AGE # r "\ ASSESSOR'S MAP & c , INSTAL: ER'S NAME& PHONE NO. SEPTIC I \NK CAPACITY LEACHING FACILITY: (type) (size) ®� NO.OF BED.'.00MS BMDER OR �,WNER _ ®ttR 42 PERMITDATE:_, COMPLIANCE DATE: Separation Distanct Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supp Well and Leaching Facility (If any wells exist on site or within .'.00 feet of leaching facility) Feet Edge of Wetland and :eaching Facility (If any wetlapds exist within 300 feet of le .chin f ility) Feet Furnished bvy _ LO.CQTION _ 5EWo,GE_ PERMIT MO. ----lWST-QLLER-S -IJ&ME_ D.AT-E_COMP_L1 &MC*E__-ISS.U.EO :_ _-- S` . n' �f v' �`b ® �. �/ Zi �CT � ,- , � � P NOTES GE , RAL NE _ - -, r- 1. Disposal sy stem s em to be construct n` f ►�+�-r Joi,rr.� a constructed � accordance with Title 5 of the State 4 'D'ran/t• Se�aiava �Q PVC ��ir (7 } p Y_ Environmental code., /1 COd p - iry V en a es.. , E t� Ma nhole n ho#e Co vers r c � the time of2: A copy of these plans must be kept on he site duringt - ,.� 4 1 1 2 W hed Stone (Typical) construction, 3/ To I as } 1 et YP Wash Ba Wate rCos ., yll� ._.... � 3. Before backfll►n�� the, co ntrac tor shall notify°,t he Barnstable Board o fAsPha#t E# v, 3Q �C � Ma Covers s Health Agent inspect the system as constructed. , , I 1 DESIGN CRITERIA ( s , 1 V . a. Average edail flow: . ,300 GPD i • b. Side area proposed. 208'ft2 d J a y e t , NY R"}' a �N a�T i? f tf7 Tn�VEt i C7►r� } c♦ Bottom area proposed: 40 ft2 ELE .. , p P t? 7 S v 28.25 E $ E� 2 I, -c> ,i r r ... d. r leaching i Proposed osed 1 c capacity: 411 GPD , 1 r � ! r P S P Y �- � 7.5i� � . v� E 2 I , , � e. Precast concrete units I3-20 oathdesign ©, #loading f. Water supply: Town PP Y JC) t : S r ! u r 1 i ? �N C3 _ f� is 1 9 , Galleries I 4 � 4 Ga , I `1000 Gal Se ptic tic Tank : 3 , P , t I See beta ils Below Details Below) Below) ,, See Det ) � , E i r i; t d i PR ILE . F..�---_ , l i • I 1 i ,r a s 5 f' .,KN., b A +JCK4UT , . S k { : r O,O O O G7IGI a r� LT. O .. 0 0 C C 00 1 c +a O! O O,O$ O `, Off 9 ` 6 , O O C7 1 . OO' O wt� O O � s ' O i_ � O® Cl C2 '.O b'. Ci t� T , O INLE ,, • r r , Kou . . ;KN c ,, i ♦ o KNOCKOUT , 7 EC ::. • { _ : E O S EGTI "aV LIQUID I ; LEV EL 4 _ . 1 5 M t • • , 4 6 _ c3 O r . O O • • s ` t 3 Wh,CL i y••Ii Cl Cl C _ ^,:. [� O®O �Cj]�1`I\1 1 d Roa MA . M 2Sf3 I annou h Hann s PPRO BY A VED DRAWN Y L.. _ RA 8 D SECTION" A. A SECTIOSCALE: WrS N � TER SiL i' I , C ION _ , �S A L TA UiDR/ INt N ,'DETAILFAr C IS / BE RR , r j" /`, fS X 4 9Y0.-7 t•SA ! Z :.., i'/Np�Mtl�flflff' .. . I d W I Z I cc t Pcc P O i 25 RO SED W .oQc CON CRETE CR E T E PA D DPROPOSED ootAIR 'STRIPPER s x s W cr O , Q } W fcc M —.� 00 O -�_ I M W 12 I 1 r 7 ST OCKADE OC K ADE FENCEI i N 9r 9 7 x 9 j ` I 8 0 3 7 I _ ' CES S POOL STORAGE E MW_3 COVER I 99.73 i 80.50 CO NCR ETE I VJ PRO POSED S E D GRO UNDWATER NDATER Mw-7 VENTS ,T 9 8.89 fi RECH ARGE TRE NCHES HE S H .4 E REC - 80 1 gg 8 O _PROP SED , UNDERGROUND G OUN D S L R VJ 2 TELEPHONE 1 I L NE .....E SEWER MW-2 r - -- LINE_ 9_ 9.5 6 /UNDERGROUND 44 80. 15 - A T T LIN .. E E RIC E i` ELECTRIC < I _ _ E STOCKADE OC FENCE PAVEMENT ( s i OF i f + LOCATION 1 J , 9 25 _ -- -- M _ W 11 NEW E EN LAN MW 5 G D t _ 80,60 _ _ f - E HOUSE OF PIZZA PROPOSED R NTAL c S RW 1 FA E T LE E 8 BSUR C E u T ` r '( 99.3 0 a r _ ELECTRIC` VIDEO _ METER _ W 8 9.88 _-- PAV f EM_ ENT TANKS ❑ Z ` 98.79 GASOL INE O' o _w O i _ 80. 1 7 H „T + ol R IG H . u. I t- U. 1 WA Y co -W F W O , I y i 1 2 t o a r I : FUEL P UMP S TYP. W El E El I i r 1 0 0 0 C 1 LEG END BIT CO NC. BERM L PUMP t -TYP,ISLAND( -PROPERTY LIN E , r F AN PY ROOF LIMIT O C O IT F - . LIMIT O CONCRETE T C C E E PAD(Ty MW 4 _ _ LEASE LINE POS T & .RAIL `� S N .. S w ft80 .86 , FENC E 9920 .40MW-MW_ 16 —J _ ,d` .- . P F A IN_ � _ _ _ O _O C S G E 80. 7 _ LEV A T1 N 87 r 9.8 8 8 E EVAT(ON TA N 4/- ' /86 ti. ' O GROUNDWATERL KENO 10 O 0 co 80.17 -SERVICE W ATER SE CE � M W ,11 ' GRASS ISLAND SH UT-OFF MONITORING 'VJE L L ATI N L OC O S I i 8 .5 a 0 i WELEVATION GROUND ATER CONTOUR.`: FLOW DIRE T1 N D H INFERRED) A D LOV C O (DASHED WHERE EDGE O F ROAD N C ; I , I !. — N:.. MW 10 3 ' A F DIRECTION GROUN DWATER TER LOW O I �r C 99.8 1 ' 80 92 l —J RECOVERY WELL GROUNDWATER CO L O — ! J 1� RV ' C O 00 , r I RO AD AD - UTE 2 O ROUTE 8 NOTE GENERAL S r O 1 . GROUNDWATER ELEVATIONS CALCULATED FROM WATER LEVEL MEASUREMENTS `00 MAD DATES INDICATED. FLUCTUATIONS IN GROUNDWATER LEVELS E ON D ED. G UN A T f F TIME MAY OCCUR DUE 0 ACTORS NOT ACCOUNTED OR AT THE E CCU WERE I MEASUREMENTS E E MADE. P ARE BAINTERPOLATIONS , 2GROUNDWATER'C NTO RS E _ICT E BASED ON O U D E BETWEEN DATA POINTS AN INFERRED:IN T A '.EE DOTHER AREAS. rr 3. UNDERGROUNDUTILITIES 'ARE,SN W 0 N IN THEIR APPROXIMATE i EDGE O F RO AD ` OX ATE LOCATIONS. j M W , 9 I , 98. 8 6 79.73 i , r _CT PROJt STATION 6843 U C ) ! IYANOUGH ROAD O _ _ H YANNIS MA . _ Ta. R RA ti L E N ': --ENGiNEE NG �G P�, -- Y PETROLEUM N... ... .:: OLD COLONY , 5 A c , 7 MA 4�z 1 R 0 C. NEW BE � CO MPANY N , . E CO : KI TCHEN ITCHE N DESIGN DWN :;BY D F .HK BY J PS , J , PROJECT N0 UJ DWG. . T IT E , 0 5110 7 6 N Y APPD BY'DSG B JPS ` CONDI TIONS NS T CO O EXISTING ING... . E BARBY ANN RE N S REST., _ w o ENERGY D c U QUARTERDECK CNR Q RD.. E CK RES T. T R AND _ . TOU A 'GROUNDWATER ,CON C LE 1 W , s . 1 ND o U GRO E PLAN 2 E MATICRE N CHU I SC HEMATIC _ F G ACTION ' Y APP 'DATE / 10/86 REME DIAL D I A'L C 1PTI N B A DESCR 0 E D T E'R ✓ i I ; 7, r i f 0 I; I a a i r ' f :- I :. i t F f f tT` m M l �—T E i t 1 . f T 1 d O t ; 2 b es t � Foy. Se c- QEs G�1 Y7iE l Xt T►E 5 ntG Ts m11 a i I e' r Q r as s max- ,an Z i ) 1E5£ t P ed4 i Ui 1� L ��.{ E ,EC t 7 1 f( i 12 ,N o to ■ y a / 1 1 b v7 Map Ds �r e 0 o 5 v C , fi5 SEE MA,4urxcmra W6, L l 1 N3e 3 _ 97 ors o C� c us 2 C3t Cal � 23 W NcsflY, f'L mpb xi5i1rt6 CA R ) .: i j' j , Yap auG H I R u r r e a h t YAAIouC,N RoAL1 I APPRODML WSCALE. VED BY DATE. i R DRAWING NUMBER VOL OILi yC. R !. `NRf�iLP#�tMBT - 1'.KO.'t eb A►i%24 I