The URL can be used to link to this page

Home My WebLink About1449 IYANNOUGH ROAD/RTE 28 - Health 449 IYANOUGH�RD. /RT. 132 A= 274-020 Mobil - ,_._7 i 1 i , a 1 a ;I e 1 2'', ::0108 9: 40AM MASS. DEP No. 8129 P. 1 COMMONWEALTH OF MASSACHUSETTS K XECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS, DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 505-946-2700 ; D'EVA1 E..PAI'R'.:""K IAN A.BOWLES SBGre:arr 101[07ff'd R iYdi;1.UQkY LAURIE BURT zgti.Eyts�rit.C;r.;-6;s6or Commiawanc, i FAX COVER SHEET j FAX (5o8) 947-6557 DATE: 6/23/o8 SENDER: Nadine McCloud DELIVER TO: COMPANY NAME (S)AND TELECOPIER NUMBER(S): T,,5vv-;i i1danager (508) 790-6226 T0".i:':J"NUMBER OF PAGES: 3 (INCLUDING COVER PAGE) I:��..A,SE CALL IF YOU DO NOT RECEIVE A COMPLETE FAX. (508) 946®2563 in"IE'!!),ILRKS: Notice of Audit Findings _1449 Iyannough Road RTN 4-214 t i 1 This inf*rrantion is available in alternate format Cell Donald M.Gomes,ADA Coordinator at 617.SS6.1057.TDB#M&539.7622 or 617-3746865. i DEP an the World Wde Web: http:/lwvrw.rnass.gov/dep 0 Printed on Recycled Paper .' . 2 %008 9:40AM MA88 DF-P No. 8i29 P. 2 COMMONWEALTH OF MASSACHUSETTS ExECUTm OFFICE OF ENERGY & ENVIRO AFFA S - DEPARTMENT OF ENVIRONMENTAL PRO Upy SOUTHEAST REGIONAL OFFICE ` 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 5 . - IAN A BOWLES G-utrrnor Seuetwy 'i_!4IEDTTI' '15,MURRAY I AITRIE BURR f E!jtem,.mt Glkiyi;rwr Commiat;iotn>. June 20,2008 k,liz::ltI!eth Zinkevicz RE: BARNSTABLE -BWSC/SME il.0NMOPIL Corp RTN 4-214 1547 IS R.TE 1 #14 P3,S 4253 Mobil-Station-#O1�QpN 1 a 03909 Route_132,_i449.1yartnoug1i 15`d3 'NOTICE OFAUDIT FINDINGS— REMEDIAL,SYSTEM INSPECTION Zinkevicz: The Massachusetts Department of Environmental Protection, Bureau of Waste Site C-1ca-ii-:lip (MassDEP), is tasked with ensuring the cleanup of oil and hazardous material releases ;Iywt :,ao.lt to Massachusetts General Law Chapter 21E (Chapter 21E). The law is implemented ';llrc'�ugh regulations known as the Massachusetts Contingency Plan, 310 CMR 40.0000 et seq. On-March 28, 2008,MassDEP conducted an audit inspection(the audit) at the disposal site klentits ed above (the Site). The purpose of the audit was to determine whether the remedial or program implemented at the Site is operating in accordance with the MCP and the gsh�l41; 1V Remedy Implementation Plan (RIP) and Completion Statement submitted to MassDEP. :;rtT ' aerember 31, 1999 and subsequent Site submittals. The purpose of this Notice is to inform r�ju rd the results of MassDEP's audit. DETERNUNATION MassDEP has determined that there were no violations applicable to the installation, Cjp e.;:q'ji rn, and maintenance and/or monitoring of the remedial alternative at the Site. Therefore, r_o 41yditional actions are necessary related to this audit. The Remedial System Field Screening _Iorn; (i tachment A) outlines the activities that MassDEP personnel performed during the audit and ununarizes relevant treatment system information. LICENSED SITE PROFESSIONAL, .A copy of this Notice has been sent to the LSP-of Record for the Site, Christophe Henry, TH.;information is available in altcrnate format.Call Donald X Comes,ADA Coordinator at 617•556.1057.TDD service-1-MO-29&-2207. DER on the Worto Mae Web: hllpd/wwwanass.govldep Printed on Recycled DaWr L,'n; 23, 2009 9:40AM MASS 0 E P No. 8129 P. 3 13s:rrisi;a,ble-B5USMP RTN 4-214. Page 2 of 2 ycr i e: of Audit findings—Remedial System Inspection '( SI:'6364. LIMITATIONS The audit focused on the remedial system or program being operated at the Site. i.1;:I<;5T1EP's fmdings were based upon the certainty of the information reviewed during the audit. Tl;. s :findings do not: (1)apply to actions or other aspects of the Site that were not reviewed in the auct t;; (2) preclude future audits of past, current, or future response actions at the Site; (3) in any constitate a release from any liability, obligation, action or penalty under M.G.L._ c. 21E, 310 r--'T/, . 40.0000, or any other law, regulation, or requirement; or (4) limit MassDF.P's authority to rx fie, or to require any Responsible Party or Potentially Responsible Patty to perform, zy.sponse action authorized by M.G.L. c. 21E which MassDEP deems necessary to protect hca3ffi,,safety,public welfare, or the environment. If you have any questions regarding this.Notice,please contact Julia Sechen at the letterhead A3ddi i ss or by calling (508) 946-2791. All future correspondence related to the Site should a ea Pctkce the following Release Tracking Number(RTN): 4-214. Sincerel Gerard M.R.Martin, Chief Site Management&Enforcement Section ' N(3.-ei�:�iiispae4ions./4-214inspeeLion Attaclirnent A: Remedial System Field.Screening Fore 'without Enclosure) l:,oard of Health .13oard of Selectmen ic: �vith Enclosure) +o`hnstophe Henry, Groundwater&Environmental Services,Inc. Tax 4: 978-392-8583 tz (.without Enclosure) JI)EP-SER® DATA Entry[PHASE V SNAUDI 1. 4 I a r ` Q Groundwater ®® & Environmental Services, Inc. 364 Littleton Road •Suite.4•Westford,Massachusetts 01886•(800)221-6119•Fax(978)392-8583 April 28, 2008 Mr.Thomas McKean,Director Barnstable Health Division 200 Main Street Barnstable,Massachusetts 02601 RE: Release Abatement Measure Plan Addendum , Mobil Station No. 11730(formerly 01-QJN) 1449 Iyanough Road Hyannis,Massachusetts MADEP Site Number 4-0214 Tier 1B Permit No. 82641 Dear Mr.McKean: On behalf of ExxonMobil Oil Corporation (ExxonMobil), Groundwater & Environmental Services, Inc. (GES)is informing you that a Release Abatement Measure(RAM)Plan Addendum has been prepared for Mobil Station No. 11730 (formerly 01-QJN) located at 1449 lyanough Road,Hyannis,Massachusetts(the "site"). The RAM Plan Addendum will be submitted to the Massachusetts Department of Environmental Protection (MADEP) Southeast Regional Office located in Lakeville, Massachusetts on or before April 25, 2008. This RAM Plan Addendum was prepared to allow performance of additional remedial activities to address residual groundwater impacts at the site. This Addendum is a supplemental of the original RAM Plan submitted to MADEP in December 2006. Proposed activities include in situ chemical oxidation injections at seven locations on the Mobil Station property. The initial injection activities as described in the RAM Plan Addendum are scheduled to commence the week of May 19, 2008. Additional injection activities may occur in 2008 and 2009 and will be described in subsequent RAM Status Report. Upon completion of these proposed activities, GES anticipates,that a RAM Completion report will be submitted to MADER If you have any questions regarding the content of this letter, please do not hesitate to contact the undersigned at(800)221-6119. Sincerely, GROUNDWATER &ENVIRONMENTAL SERVICES, INC. Nancy Gaines and Kontos Staff Environmental Scientist Project Manager Christophe M. Henry,LSP Senior Project Manager C: ExxonMobil file MADEP Southeast Regional Office Environmental Solutions and Liability Management ` q Groundwater & Environmental Services, Inc. 364 Littleton Road•Suite 4.Westford,Massachusetts 01886.(978)392-0090•Fax(978)392-8583 November 29, 2006 Mr. Thomas McKean,Director Barnstable Health Division 200 Main Street Barnstable,Massachusetts 02601 RE: Release Abatement Measure Plan Mobil Station No. 11730(formerly 01-QJN) 1449 Iyanough Road Hyannis,Massachusetts MADEP Site Number 4-0214. Tier. 1 B Permit No. 82641 Dear Mr.McKean: On behalf of Mobil Business Resources Corporation (Mobil), Groundwater & Environmental Services, Inc. (GES) is informing you that a Release Abatement Measure (RAM)Plan has beery prepared for Mobil Station No. 11730 (formerly O1-QJN) located at 1449 Iyanough Road, Hyannis, Massachusetts=(the "site"). The RAM Plan will be submitted to the Massachusetts.Department of Environmental Protection (MADEP) Southeast Regional Office located in Lakeville,Massachusetts on or before December 4, 2006. This RAM,Plan was prepared to allow performance of remedial activities prior to proposed road widening activities in- the Right of Way adjacent to the site by the Massachusetts Highway Dep kmerfV (MassHighway). The road widening activities will require the removal of the current welljnetworc�*in the area of residual impact and limit future response actions due to restrictions imposed by MassHiCR1 way:_ Proposed activities include in situ chemical oxidation injections in the area of the road Widening a.? ones additional location on the Mobil Station property. The RAM activities as described in the;RAM Phrn are; scheduled to commence the week of December 4, 2006. Upon completion of these pro` osed acti4ties, GES anticipates that a RAM Completion report will be submitted to MADER - w If you have any questions regarding the content of this letter, please do not hesitate t contacthe rn undersigned at(978) 392-0090. Sincerely, GROUNDWATER &ENVIRONMENTAL SERVICES, INC. AI)MA Anastasia S. Hill Andrew P. Lunn } Associate Geologist Project Manager ```��r\m/jai - , � l i, .• - .'f .... Steven D. Charron LSP Senior Project Manager Cc: Mobil file MADEP Southeast Regional Office E12535 Environmental Solutions and Liability Management 4 ��pF tHE Tp�� * BAMMBLE, 9�Ar . � The Town of Barnstable Fay Office of Town Manager 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: .508-862-4610 John C. Klimm, Town Manager Fax: 508-790-6226 Email: John.klimm@town.barnstable.ma.us MEMORANDUM ECEUE JUN 2 8 2005 TO: Tom Geiler,Director of Regulatory Services FR: John C. Klimm, Town Manager TOWN Of BARNSTABLE CA/W&M/LICENSE/PARIVORD-VIOL DT: 06/28/05 RE: Remedy Operation Status (ROS) Phase V Inspection & Monitoring (I&M) Status Report December 2004 through May 2005 Mobil Service Station No. 11730 1449Iyanough Road Hyannis,MA MADEP Site No. 4-02214 Tier 113 Permit No. 82641 Tom, for your information I am sending a copy of a letter from the Cape Cod Cooperative Extensions Extension Educator Marilyn B. Lopes on the above said matter. Thank you. JCK: smo Attachment Groundwater / & Environmental Services, Inc. 364 Littleton Road•Suite 4•Westford,Massachusetts 01886•(978)392-0090•Fax(978)392-8583 June 24,2005 Certified Mail No. 7004 2890 00 83111&,18 4 .L,+ Mr. John C.Klimm Town Manager Town of Barnstable 367 Main Street Hyannis,Massachusetts 02601 Re: Remedy Operation Status (ROS) Phase V_Inspection & Monitoring (I&M) Status Report December 2004.through May 2005 Mobil Service Station No. 1173E (formerly 01-QJN) 1449 Iyanough Road Hyannis,Massachusetts MADEP Site No. 4-0214 Tier 113 Permit No. 82641 Dear Mr.Klimm: On behalf of Mobil Business Resources Corporation (Mobil), Groundwater & Environmental Services, Inc. (GES)is informing you that a Remedy Operation Status (ROS)Phase V Inspection & Monitoring (I&M) Status Report for the period December 2004 through June 2005 has been completed for the above referenced Mobil Service Station. The ROS Phase V (I&M) Status Report will be submitted on or before June 28, 2005 to the Massachusetts Department of Environmental Protection (MADEP), Southeast Region Office, located at 20 Riverside Drive.in Lakeville, Massachusetts. You may contact the MADEP at (508)946-2714 if you wish to review this document. If you have any questions regarding this submittal, please contact the undersigned at (978) 392-0090. Sincerely, GROUNDWATER &ENVIRONMENTAL SERVICES,INC. Oan"' 1 ssica Danieli "M�aksoudianStaff Geologist Steven D. Charron PG;LSP , Senior Project Manager cc: MADEP Southeast Region Office' 'Mobil File GES Document Tracking No.E10146 Environmental Solutions and Liability Management Message Page 1 of 1 McKean, Thomas From: McKean, Thomas Sent: Friday, September 24, 2010 3:48 PM To: Geiler, Tom Subject: RE: 1499 lyannough Rd We have a file on 1449 lyannough Road, (Mobil Station) not 1499 lyannough Road. We are not aware of any violations at#1449 lyannough Road at this time. In 1994, contamination was discovered in the groundwater onsite. DEP issued a NOR. An air stripper unit was installed to remove contamination from the groundwater. That unit remained in operation for many years. Groundwater and Environmental Services Inc. (GES)of Westford MA was hired. Since 2003, GES has been submitting Remedy Operation Status (ROS) Reports in Phase V I and M (Inspection and Monitoring)status reports each year, up through September 10, 2010. This afternoon, I called Julia Sechen of DEP to inquire about this (946-2791). Ms. Sechen said that they remain in "Remedy Operation Status." This means that there are no substantial hazards and the contamination plume is stable. This is not a violation, however the site is actively being remediated as required. The next status report is due on December 21, 2010. Also FYI, in 1999, the establishment was also brought into compliance with local Regulations in regards to UIC closure. -----Original Message----- From: Geiler, Tom Sent: Friday, September 24, 2010 2:24 PM To: McKean, Thomas Subject: 1499 Iyannough Rd Any hazardous material issues or violations outstanding with this property> I believe it is a gas station. 9/24/2010 July 3, 2001 Laura Stanley RECEPViE Bureau of Waste Site Cleanup. Massachusetts Department of Environmental Protection Horsley&Witten;Inc. Southeast Regional Office JUL i 0 2001 20 Riverside Drive TOWN of BARNSTAB�E,- Lakeville,MA 02346I HEALTH DEFT. 90 Route 6A Sandwich,MA 02563 Re: Phase V Remedial Operations Status Inspection and Monitoring Report Phone•508.833.6600 Number 2,Barnstable Municipal Airport •508.833.3150 HyaTlrllS,Massachusetts 02601, RTN 4-0823 Faxwww.hcrsle;witten.com Dear Ms. Stanley: Enclosed please find the.Phase V Remedial Operations Status Inspection and Monitoring Report Number 2 for the air sparging and soil vapor extraction environmental treatment systems currently in operation.at the Barnstable Municipal Airport. This report covers Operation&Maintenance activities from November 2000 through June 2001. DEP''s BWSC-1.08 form is attached and provided as Appendix A. The North Ramp and Former Operations treatment systems incorporate Air Sparging and Soil Vapor Extraction/BioVenting (SVE), and have been ' monitored with a;properly calibrated photoionization detector(PID) for off-gas contamination levels on a regular basis. The Intermediate and Downgradient- treatment systems are both air sparging without extraction. The North Ramp treatment system was started on September 2; 1999. Based on accepted calculations, it is estimated that more than 180 gallons (480 kilograms) of VOCs have been removed. Subsequent to the start of the SVE portion of the Former Operations.treatment system in August 1999 the influent contaminant levels.had diminished to below 1.0 part per million consistently as read by the PID. Based on the observed drop in influent concentration, and the reduction of contaminant concentrations in groundwater samples, Horsley&Witten shut down the treatment system on August 1, 2000. More recent groundwater samples obtained from HW-20, and HW-21, at the OPS source area, have indicated the presence of several, petroleum-related contaminants. Based on these results, Horsley&Witten will restart the Air Sparging portion of the Former Operations treatment system. i [ r Ms. Laura Stanley July 5,,2001 i Page2 i Please contact the undersigned if you have any questions or if you need additional information. Sincerely, HORSLEY &WITTEN, INC. I i (JmBegley, LSP Josephs E. Longo, EIT Senior Environmental Engineer Environmental Engineer i - Enclosures cc: Frank Sanchez Barnstable Municipal Airport .George Wadsworth j Barnstable Water Company Ed Barry Barnstable Board of Health(cover letter only) John Klimm . Barnstable Town Manager(cover letter only) I I . I i I I i Horsley&Witten,Inc. RECEIVED PRIME ENGINEERING JUL, 06200� TOWN OF BARNSTABLE HEALTH DEPT. July 3, 2001 Mr. Tom McKeon,Director of Public Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Ref Decision to Grant Tier I Permit 4418 Rt. 28, Cotuit, MA MADEP RTN: 4-15466 Dear Mr. McKeon: i This correspondence has been provided to notify you that, the Massachusetts Department of Environmental Protection(MADEP) granted a Tier IC Permit for the above listed Site on June 28, 2001. A copy of the signed Permit Acceptance Statement is attached. This document has been submitted to you as required by the terms of the permit and the Massachusetts Contingency Plan(310 CMR 40.0750(2)). If you have any questions regarding this information, please contact our office at (508) 947-0050. Sincerely, PRIME ENGINEERING, INC. Susan McGrail Project Engineer CIVIL ENGINEERING ENVIRONMENTAL ASSESSMENT LAND SURVEYING P.O. BOX 1088, 350 BEDFORD STREET, LAKEVILLE, MA 02347 • 508-947-0050 FAX 508-947-2004 :31 r f Cotuit-BWSC/SMP RTN 4-15466 Page 5 of 6 Tier I Permit Permit Acceptance Statement and Certification of Submittal Note: Each Permittee must complete this section and return the signed Permit Acceptance Statement and Certification of Submittal within 30 days of the date of issuance of this Permit decision. For disposal sites with more than one Permittee, make copies of this section, have each Permittee complete this information, and submit all copies to the Department along with the Acceptance Statement. Permit Acceptance Statement I accept this permit and agree to conduct all response actions at this disposal site in accordance with this Permit and the provisions of 310 CMR 40.0000. I am aware of the requirements set forth in 310 CMR 40.0172 for notifying the Department in the event that I am unable to proceed with such response actions. Name(Print): d `1 C C \-T, sn VI- Position or title: �0-L Signature: C Date: Certification of Submittal (The above permittee must also sign the following certification) I certify under the penalties of law that I have personally examined and am familiar with the information contained in this submittal, including any and ail documents accompanying this certification, and that, based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained herein is,to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties, including, but not limited to, possible fines and imprisonment, for willfully submitting false, inaccurate or incomplete information. n Name(Print): (I C q c, -S c--so" Position or title: Signature: G Date: p/ d Groundwater & Environmental Services, Inc. 364 Littleton Road .. Suite 4 . Westford, MA 01886 . (978)392-0090 . FAX(978)392-8583 June 29, 2001 Thomas A. McKean RECEIVED Director, Board of Health Barnstable Board of Health PO Box 534 JUL " 0 2001 Hyannis, MA 02601 TOWN OF BLE HEALTH RPTA Re: Phase IV Final Inspection Report and Completion Statement Mobil Service Station No. 11730 (formerly O1-QJN) 1449 Iyanough Road Hyannis, Massachusetts MADEP Site No. 4-0214 Tier IB Permit No. 82641 Dear Mr. McKean: On behalf of Mobil Business Resources Corporation (Mobil), Groundwater & Environmental Services, Inc. (GES) is informing you that a Phase IV Final Inspection Report and Completion Statement`has-been completed for the Mobil Service Station No. 11730 (formerly O1-QJN) located at 1449 Iyanough Road, Hyannis, Massachusetts. The Phase IV Final Inspection Report and Completion Statement will be submitted on June 29, 2001 to the Massachusetts Department of Environmental Protection (MADEP), Southeast Region Office, located at 20 Riverside Drive in Lakeville, Massachusetts. You may contact the MADEP at (508) 946-2714 if you wish to review this document. If you have any questions regarding this submittal, please contact the undersigned at (978) 392-0090 or Ms. Irene Hodor of Mobil Business Resources Corporation at (508) 389-1888. Sincerely, GROUNDWATER&ENVIRONMENTAL SERVICES, INC. Michael Decoteau Toros Maksoudian �I Project Engineer Project Manager ...E .. _ Christophe M. enry, PE, LSP Senior Project Manager cc: MADEP, Southeast Region Office, 20 Riverside Drive, Lakeville,MA "An Equal Opportunity Employer" COMMONWEALTH OF MASSACHUSETTS F EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL IP 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508 � Y Sy0 JANE SWIFT RECEIVED BOB DURAND Governor Secretary LAUREN A.LISS J U N 14 2 0 O l Commissioner TOWN OF BARNSTABLE HEALTH DEPT. June 13,2001 Irene V. Hodor,Territory Manager RE: Barnstable-BWSC/SMP RTN 4-0214. Mobil Business Resources Corporation Mobil Service,Station Noel 1730 1800 West Park Drive, Suit,450 1449 Iy pnoup_.Road Westborough,MA 01581 TRANSMITTAL#W017594 DECISION TO GRANT PERMIT EXTENSION Dear Ms.Hodor: The Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department), has concluded its administrative and technical review of the Tier IB Permit Extension Application submitted on your behalf by Groundwater&Environmental Services, Inc. Following review of the Tier 113 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 Department therefore approves the Tier IB Permit Extension Application. Attached, please find a revised copy of the first page of the permit with the new permit expiration date. To avoid the need to submit a third Permit Extension Application prior to the May 5, 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 eif+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 IB Permit Extension Application and numerous site submittals,the Department has determined that additional response actions are necessary. Based on data provided in the ;.Revised Tier Classification from May 22, 2001, the Department is concerned that the downgradient extent of contamination in groundwater has not been determined. In accordance with 310 CMR 40.0833, 310 CMR 40.0835, and Response Action Performance Standards(RAPS), 310 CMR 40.0191 the vertical and horizontal extent of contamination in soil and groundwater must be characterized. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http:/twww.magnetstate.ma.us/dep c� Printed on Recycled Paper rr Barnstable-BWSC/SMP RTN 4-0214 Page 2 of 2 Decision to Grant Permit Extension As stated in the Phase IV Remedy Implementation Plan submitted December 31, 1999, Monitored Natural Attenuation (MNA) has been selected as the preferred remedy to address the off-site downgradient groundwater contamination. The Department considers MNA an active remedial alternative, and therefore, MNA.can be conducted under ROS. As specified in 310 CMR 40.0191(2), RAPS shall be employed during the performance of all response actions conducted pursuant to 310 CMR 40.0000. The Department considers the EPA 1999 OSWER document "Use of Monitored Natural Attenuation at Superfund, RCRA Corrective Action, and Underground Storage Tanks Sites" as a.RAPS for MNA, and therefore it,or an equivalent approach should be used for implementing MNA. 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 will.be notified promptly. If you have any questions, please contact Mr. Robert Davis by writing to the letterhead address or calling(508)946-2787. All future correspondence regarding the site should reference the following Release Tracking Number: 4-0214. Sincerely rard M.R.Martin,Chief Site Management&Permitting Section M/RD/dl CERTIFIED MAIL NO. 7099 3220 0002 0273 4235 RETURN RECEIPT REQUESTED Cc: Town of Barnstable - Christophe M.Henry Board of Selectmen Groundwater&Environmental Services,Inc. 367 Main Street 364 Littleton Road,Suite 4 Hyannis,MA 02601 Westford,MA 01886 Town of Barnstable Board of Health 367 Main Street Hyannis,MA 02601 DEP-SERO Attn: Millie Garcia-Surette,Deputy Regional Director Cathy Kiley,Permitting Branch Chief Data Entry TOWN OF BARNS TABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair nters BOARD OF HEALTH O satisfactory s:A to Body Shops O unsatisfactory- 4.Manufacturers COMPANY �u Y�t�1Nk S )L-S�v�� (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS I ��(VULWUrl P� Class: 7.Miscellaneous 3 QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALSums round Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy oils: ' waste motor oil (C) a Q O new motor oil(C) Xj? transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: h.ce,�d Lt1�oti,L,. S Ja , DISPOSAL/ItECI AMATION REMARKS: 1. Sanitary Sewage 2. ater Supply O Town Sewer Public *Pn-site O rivate 3. Indoor Floor Drains YES NO_X_ O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO� ORDERS: O Holding tank:MDC r t O Catch basin/Dry well '' 1�-�Z S Cal lk O On-site system 5.Waste Transporter Name of liauler s; ieV duct License YES NO 1. 2. \10A JAI h Person(s) Interviewed Inspector Date TOWN OF BARNSTABLE C? CLASS: 1.Marine,Gas Stations,Rep r nters BOARD OF HEALTH satisfactory g.A to Body Shops O unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS / Class: 7.Miscellaneous ,VAW-"/ -0QUANTITIES AND STORAGE (IN= indoors;OUT-outdoors) MAJOR MATERIALS IN OUT IN I OUTI #&gallons Age Test Fuels: Gasoline, ) sCX"HvseAo, #2(B) Heavy Oils: waste motor oil (C) f new motor oil(C) ` f�lo transmission/hydraulic �' Synthetic Organics: degreasers Miscellaneous: tv Cie, I ' DISPOSALIRECLAMATION REMARKS: 1.Sanitary Sewage 2.Water Supply l 4 •� r O Town Sewer 01public On-site rivate 3. Indoor Floor Drains YES NO � `` . O Holding tank:MDC_ O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter YES INU 1. 2. �c Person s) Int��we Inspector Date TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH satisfactory 2.Printers 3.Auto Body Shops O unsatisfactory- 4.Manufacturers (see"Orders") 5.Retail Stores COMPANY c, a"� ,-*7, .Fuel Suppliers AD DRESS r�� ` '� t 183S: 7.Miscellaneous � a TITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS "6i� lots IN OUT IN OUT IN OUT #&gallons Age Test Fuels: � Gasoline, Diesel, Kvro"ae, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) 3 transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: DISPOSAL/RECIAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply _ O Town Sewer Public On-site QPrivate 3. Indoor Floor Drains YES NO Z O Holding tank:MDC Q Catch basin/Dry well Q On-site system 4. Outdoor Surface drains:YES LNO ORDERS: Q Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter YES I NO 1. 2. erson erviewed Inspector Date ,5640 � � � TOWN OF BARNSTABLE ,COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF EALTH, satisfactory 2.Printers r, F 3.Auto Body Shops c � 6; unsatisfactory- 4.Manufacturers (see"Orders") 5.Retail Stores COMPANY 6.Fuel Suppliers ADDRESS Class: 1 7.Miscellaneous 5, /QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,JetFuel (A) Diesel, Kerosene, #2(B) Heavy Oils: t. waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: / 'aft 4L- • V F I (/"V l -5 DISPOSAURECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply f/s/ - '� O Town Sewer Public zoo ,f 4 )"On-site OPrivate 3. Indoor Floor Drains YES NO -� O Holding tank:MDC O Catch basin/Dry well �`'� O On-site system 4. Outdoor Surface drains:YES NO ORDERS: Holding tank:MDC Catch basin/Dry well O On-site system 5.Waste Transporter � l NO 2. ALZI Person(s) Interviewed Inspector Date en�i tvl�C2�i TOWN OF BARNSTABLE COMPLIANCE: CLASS: p 1.Marine,Gas Stations,Repair BOARD OF HEALTH Satisfactory 2.Printers 3.Auto Body Shops O unsatisfactory- 4.Manufacturers (see"Orders") 5.Retail Stores COMPANY f 6.Fuel Suppliers ADD S :�'� _ Class' d/ 7.Miscellaneous � � ! 0—'Z--", ANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATERIALS IN OUT IN I OUT IN 10UT #&gallons IAge ITest Fuels: Gasoline Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: '4 DISPOSAL/R.ECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply 0 Town Sewer APublic Dn-site OPrivate 3. Indoor Floor Drains YES NO c 0 Holding tank:MDC O Catch basin/Dry well n -L� 0 On-site system 4. Outdoor Surface drains:YES NO ORZ)ERS: 0 Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter -Waste Pro uct Name of Hauler d • � YES jN0 1. 2. Person(s) Interviewed nspector Date V 4Groundwater ` & Environmental Servicos hlnc, , 364 Littleton Road•Suite 4•Westford,Massachusetts 01886•(978)391 5Ovjfx'18) 92-8583 l is. 54 June 24, 2005 Certified Mailil N2 -0 8384 1713 Mr. Thomas A.McKean Director,Board of Health Barnstable Board of Health P.O. Box 534 - Hyannis,Massachusetts 02601 Re: Remedy Operation Status(ROS)Phase V Inspection& Monitoring(I&M)Status Report December 2004 through May 2005 Mobil Service Station No. 11730 (formerly 01-QJN) 1449 Iyanough Road Hyannis,Massachusetts MADEP Site No. 4-0214 Tier 113 Permit No. 82641 Dear Mr.McKean: On behalf of Mobil'Business.-Resources Corporation (Mobil), Groundwater & Environmental Services, Inc. (GES) is informing you that a Remedy Operation Status (ROS) Phase V Inspection & Monitoring (I&1VI) Status Report for the period December 2004 through May 2005 has been completed for the above refereneed 1Vlobil Service-'Station. The'ROS Phase V I&M Status Report will be submitted on or before June 28, 2005 to the Massachusetts Department of Environmental Protection (MADEP), Southeast Region Office, located-at 20 Riverside Drive in Lakeville, Massachusetts. You may contact the MADEP at (508) 946-2714 if you wish to review this document. If you have any questions regarding this submittal,please contact the undersigned at(978) 392-0090. Sincerely, , GROUNDWATER &ENVIRONMENTAL SERVICES,INC. Jessica Danieli Toros Maksoudian Staff Geologist Project Manager Steven D Charror PG, LSP (� - 5 r ,} ,., lS,> wlr•., t _� 21 �.-, Si.f' yyl aE31�d i ; �.:� ftJ k...� 3 s.'_s`s --,-I' -T. d � t ii�..St3 Senior Project Manager. t �...,..f.♦ t r.. \. ._�' }<t .` .. -.1' A. .. i\ ..i E t9..e,, ` IA `MADEP Southeast Region'Office Mobil File GES Document Tracking No.E10147 Environmental Solutions and Liability Management . v Groundwater ®® & Environmental Services, Inc. 364 Littleton Road Suite 4 . Westford, MA 01886 (978)392-0090 FAX(978)392-8583 December 15, 2003 DEC 1 8 2003 Mr. Thomas A. McKean TOWN O'F BARNSTA13LE Director, Board of Health HEALTH KEPT. Barnstable Board of Health P.O. Box 534 Hyannis,Massachusetts 02601 Re: Remedy Operation Status(ROS)Phase V Inspection & Monitoring(I&M) Status Repor-t Jun--2003 through November 2003 Mobil Service Station No. 11730 (formerly 01-QJN) 1449 Iyanough Road Hyannis,Massachusetts MADEP Site No. 4-0214 Tier 1B Permit No. 82641 Dear Mr.McKean: On. behalf of Mobil:Business Resources Corporation (Mobil.), Groundwater & Environmental. Services, , Inc. (GES).is.informing,,y,,ou that a Remedy Operation Status (ROS) Phase V Inspection & Monitoring (1&"M)'Status•Rdport for the'period June 2003 through November 2003 has been-completed for the above referenced Mobil Service Station. The..ROS Phase V I&M Status Report will be submitted on December 15, 2003 to the Massachusetts Department'of Environmental Protection (MADEP,), Southeast Region Office, located at 20 Riverside Drive in Lakeville, Massachusetts. You may contact the MADEP at (508) 946-2714 if you wish to review this document. If you have any questions regarding this submittal, please contact the undersigned at (978) 392-0090 or Ms. Elizabeth Zinkevicz of Mobil at(617) 381-2851. Sincerely, GROUND�'�TE &ENVIRONMENTAL SERVICES, INC. 1 Toros Maksoudian Project Manager' Chiistophe M`Ienry Senior Project Manager. cc: MADEP- Southeast Region Office i Mobil File GES Document Tracking No. E7853 "An Equal Opportunity Employer" pGroundwater & Environmental Services, Inc. 364 Littleton Road • Suite 4 Westford, MA 01886 (978)392-0090 • FAX(978)392-8583 '. :' 1 V f�D) June 28,.2004 t JUN 3 0 2004 Mr. John C.Klimm Town Manager TOWN OF 13ARNSTABLE Town of Barnstable HEALTH DEPT. 367 Main Street Hyannis,Massachusetts 02601 Re: Remedy Operation Status(ROS)Phase V Inspection & Monitoring(I&M) Status Report December 2003 through May 2004 Mobil_ Service Station.No. 113.10 rf-lPrly 0:1-QJ-\0 1449 Iyanough Road Hyannis,Massachusetts MADEP Site No.4-0214 Tier I Permit No. 82641 Dear Mr.Kimm: On behalf.of Mobil Business Resources Corporation (Mobil), Groundwater & Environmental Services;;InC.^(GES)is informing you jhat a Remedy Operation Status (ROS) Phase V Inspection 8i Monitoring (I&M) Status Report for the period December 2003 through May 2004 has been completed for;the above referenced Mobil Service Station. The ROS Phase V (I&M) Status Report will be submitted on June 28, 2004 to the Massachusetts Department of Environmental Protection (MADEP), Southeast Region Office, located at 20 Riverside Drive in Lakeville, Massachusetts. You may contact the MADEP at(508) 946-2714 if I ou wish to review this document. If you have any questions regarding this submittal, please contact the undersigned at (978)392-0090. Sincerely, GROUNDW4 NVIRONMENTAL SERVICES, INC. Toros Maksoudian Project Manager ChristopYie'M.Henry PE, LSP Senior.Project Manager_. ,.. cc: . . ..MADEP --Southeast Region Office Mobil File GES Document Tracking No.E8627 "An Equal Opportunity Employer" t3 �` pe wtu e 3 L, ' u✓(� C i F THE Tp� The Town of Barnstable * STAB , * Office of Town Manager 9 MASS. `be 1639. A,� 367 Main Street, Hyannis MA 02601 TEO MA'S Office: 508-862-4610 John C.Klimm,Town Manager Fax: 508-790-6226 Joellen J.Daley,Assistant Town Manager MEMORANDUM TO: Tom McKean, Director Health Dept. FR: Joel ale , Assistant Town Manager DT: 7/2/03 RE: Remedy Operation Status (ROS) Phase V Inspection&Monitoring(I&M) Status Report December 2002 through May 2003 Mobil Service Station No. 11730 (Formerly 01-QJN) 1449 Iyannough Road Hyannis, MA Please be informed of a status report has been completed by the GES, Inc. at the referenced Mobil Station above. Thank you. JJD: smo Attachment d p Groundwater Q & Environmental Services, Inc. 364 Littleton Road . Suite 4 Westford, MA 01886 (978)392-0090 . FAX(978)392-8583 June 27, 2003 Mr. John C. Kimm TOWN �)r `<t ABLE _. Town Manager "l OWt8l Town of Barnstable 367 Main Street '03 JUN 30 pk1? •2 r Hyannis,Massachusetts 02601 Re: Remedy Operation Status (ROS) Phase V Inspection & Monitoring (I&M) Status Report December 2002 through May 2003 Mobil Service Station No. 11730 (formerly 01-QJN) 1449 Iyanough Road Hyannis,Massachusetts MADEP Site No.4-0214 Tier I Permit No. 82641 Dear Mr. Kimm: On behalf of Mobil Business Resources Corporation (Mobil), Groundwater & Environmental Services, Inc. (GES) is informing you that a Remedy Operation Status(ROS) Phase V Inspection & Monitoring (I&M) Status Report for the.period December 2002 through May 2003 has been completed for the above referenced Mobil.Service Station. The ROS Phase`V (I&M) Status Report will be submitted on June 27, 2003 to the.Massachusetts Department of Environmental Protection (MADEP), Southeast Region Office, located at 20 Riverside Drive.'m' Lakeville, Massachusetts. You may contact the MADEP at(508) 946-2714 if YOU wish to review this document. If you have any questions regarding this submittal, please contact the undersigned at (978) 392-0090 or Ms. Elizabeth Zinkevicz of Mobil at(617) 381-2851. Sincerely, GROUND'-' — " ENVIRONuIENTAL SERVICES,INC. Toros Maksoudian Projec Man er Christophe.M. Henry PE,LSP Semor Project Manager cc. MADEP-Southeast Region Office : . Mobil,File GES Document Tracking No.E7092 "An Equal Opportunity Employer" RECED J U N 3 pGroundwater TOWN OF BARN. d HEALTH Q & Environmental Services, Inc. 364 Littleton Road . Suite 4 . Westford, MA 01886 . (978)392-0090 . FAX(978)392-8583 June 27,2003 Mr.Thomas A. McKean Director,Board of Health Barnstable Board of Health P.O.Box 534 Hyannis,Massachusetts 02601 Re: Remedy Operation Status(ROS)Phase V Inspection&Monitoring(I&M) Status Report December 2002 through May 2003 Mobil Service Station No. 11730 (formerly 01-QJN) 1449 Iyanougn Road Hyannis,Massachusetts MADEP Site No.4-0214 Tier 113 Permit No. 82641 Dear Mr. McKean: On behalf of Mobil Business Resources Corporation (Mobil), Groundwater & Environmental Services, Inc. (GES) is,informing you that a Remedy Operation Status (ROS) Phase V Inspection & Monitoring (I&M) Status Report for the period.December 2002 through May 2003 has been completed for the above referenced Mobil Service Station. The ROS'-Phase ,U,,I&M Status Report will be submitted on June 27, 2003. to the Massachusetts Department of Environmental Protection (MADEP), Southeast Region Office, located at 20 Riverside Drive in Lakeville, Massachusetts. You may contact the MADEP at (508) 946-2714 if you wish to review this document. If you have any questions regarding this submittal, please contact the undersigned at (978) 392-0090 or Ms. Elizabeth Zinkevicz of Mobil at(617) 381-2851. Sincerely, G_R0(iWDWATER & NVI 'T _L:SF_.RVICF: , .INC. i Toros Maksoudian Project Manager Z 2 l: Christophe'M.`Henry , LSP Senior'Project Manager " MADEP-Southeast Region Office_ 1VI PE obt1 File. , GES Document Tracking No.E7091 An Equal Opportunity Employer" 4 Groundwater & Environmental Services, Inc. 364 Littleton Road• Suite 4.• Westford, MA 01886• (978)392-0090• FAX(978)392-8583 December 16,2002 Mr. Thomas A. McKean Director,Board of Health Barnstable Board of Health P.O.Box 534 Hyannis,Massachusetts 02601 Re: Remedy Operation Status(ROS)Phase V Inspection & Monitoring(I&M) Status Report June through November 2002 Mobil Service Station No. 11730 (formerly 01-QJN) 1449 lyanough Road Hyannis,Massachusetts MADEP Site No. 4-0214 Tier I Permit No. 82641 Dear Mr.McKean: On behalf of Mobil Business Resources Corporation (Mobil), Groundwater & Environmental Services, - Inc. (GES) is informing you that a Remedy Operation Status (ROS) Phase V Inspection & Monitoring (I&M) Status Report for the,period June through November 2002 has been completed for the above referenced Mobil Service Station.' The"ROS.Phase V I&M Status Report will be submitted on December 16, 2002 to the Massachusetts Department of Environmental Protection (MADEP), Southeast Region Office, located at 20 Riverside Drive in Lakeville, Massachusetts. You may contact the MADEP at (508) 946-2714 if you wish to review this document. If you have any questions regarding this submittal, please contact the undersigned at (978)392-0090 or Ms. Elizabeth Zinkevicz of Mobil at(617)381-2851. Sincerely, GROUNDWATER &ENVIRONMENTAL SERVICES,INC. Toros Maksoudian Project Manager Chi-i`stophe'M`Henry PE,LSP Senior-Project Manager' - • s cc:_ MADEP- Southeast Region Office Mobil File" GES Document Tracking No. E6480 ` V Groundwater & Environmental Services, Inc. 364 Littleton Road• Suite 4•Westford, MA 01886•(978)392-0090• FAX(978)392-8583 June 28, 2002 FRECEIVEDMr.Thomas A.McKean Director,Board of Health 2 2002 Barnstable Board of Health TOWN OF BARNSTABLE P.O.Box 534 HEALTH DEPT. Hyannis,Massachusetts 02601 Re: Phase V Inspection&Monitoring Status Report January through May 2002 Mobil Service Station No. 11730 (formerly 01.-QJN) 1-449 Iyanough Road Hyannis,Massachusetts MADEP Site No. 4-0214 Tier I Permit No. 82641 Dear Mr.McKean: On behalf of Mobil Business Resources Corporation (Mobil), Groundwater & Environmental Services, Inc. (GES) is informing you that a Phase V Inspection&Monitoring Status Report for the period January through May.2002 has been'completed for the above referenced Mobil Service Station. The Phase--V Inspection & Monitoring Status Report will be submitted on June 28, 2002 to the Massachusetts Department of Environmental Protection (MADEP), Southeast Region Office, located at 20 Riverside Drive in Lakeville, Massachusetts. You may contact the MADEP at (508) 946-2714 if you wish to review this document. If you have any questions regarding this submittal, please contact the undersigned at (978) 392-0090 or Ms. Irene Hodor of Mobil at(617) 381-2851. Sincerely, GROUNDWATER &ENVIRONMENTAL SERVICES. INC. �i Toros Makg6udian �C Proj ect Manager Christophe M.H'enry PEA LSP Senior Project Manager ` " s cc:' MADEP-'Southeast Region Office Mobil File' GES Document Tracking No.E5939 ` p Groundwater & Environmental Services, Inc. 364 Littleton Road • Suite 4•Westford, MA 01886•(978)392-0090• FAX(978)392-8583 April 28,2000 Thomas A. McKean Director, Board of Health Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Subject:. Commencement of Phase IV System Installation Activities Mobil Station No. 01-QJN 1449 Iyanough Road Hyannis, Massachusetts DEP Site#4-0214 Dear Mr. McKean: This letter is being sent to you to fulfill the public involvement provisions required by the Massachusetts Contingency Plan(MCP) for the above referenced site. The public involvement provisions [310 CMR 40.1400] require that the Board of Health, in the community in which'a'Tier 1 disposal site is located,be notified when construction activities'associated with environmental remediation are scheduled for the site. In order to address the presence of petroleum hydrocarbons identified during previous assessment activities, GES has proposed an upgrade to the air sparge/soil vapor extraction system that is currently operating at the site. This letter is being provided to you to inform you that construction activities associated with system upgrade activities are scheduled to begin during the week of May 1, 2000. If you have any questions regarding this letter, please contact'the undersigned at (978) n n.1 , .i.. r.�. t�� r+. T - - 6-,a- -6 15" ion _ 392-00910.oi Mr. David 3. Bakei UI iVlvuil 17uS iif)o i`�5�1u 'veS'Clil�i�'ia�ivii a: � vo) .30 1881. Sincerely, GROUNDWATER&ENVIRONMENTAL SERVICES, INC. . Elizabeth`T_Reed-= • - _ �-.. - . __. ._ ;; . . , -, -- s. ; . Staff Environmental Scientist""' ". Groundwater&Environmental Services,Inc. Mobil Hyannis 11730(01-QJN) Public Notification/E.2515 * Groundwater & Environmental Services, Inc. 364 Littleton Road•Suite 4•Westford, MA 01886•(978)392-0090• FAX(978)392-8583 January 11, 2000 John C. Kimm Town Manager Town of Barnstable 367 Main Street Hyannis,MA 02601 Subject: Phase II Comprehensive Site Assessment Addendum Phase III Remedial Action Plan Phase IV Remedy Implementation Plan Minor Permit Modification/Change of LSP of Record Mobil Station No. 01-QJN 1449 Iyanough Road Hyannis, Massachusetts DEP Site#4-0214 Dear Mr. Tinsley: This letter is sent to you to fulfill the public involvement provisions required by the Massachusetts Contingency Plan (MCP) for the above referenced site. The public involvement provisions [310 CMR 40.1400] require that the Chief Municipal Officer and the Board of Health, in the community(ies) in which a disposal site is located,be notified that a Phase II Comprehensive Site Assessment Addendum, Phase III Remedial Action Plan, Phase IV Remedy Implementation Plan-arid Minor Permit Modification/Change of LSP of Record has been submitted to the Department of Environmental Protection(DEP). The Phase II Comprehensive Site Assessment Addendum, Phase III Remedial Action Plan, Phase IV Remedy Implementation Plan and Minor Permit Modification/Change of LSP of Record has been filed with the DEP Southeast Regional Office on Friday, December 31, 1999. You may contact the MADEP at (508) 946-2700 if you wish to review these documents. If you have any questions regarding this letter, please contact Mr. David J. Baker of Mobil Business Resources Corporation at (508) 389-1881, or the undersgned� 978) 392-0090. Y, Sincerely, W GROUNDWATER&ENVIRONMENTAL SERVICES,INC. PCall Eugene-P. Choquette " Project Engineer COMMONWEALTH OF MASSACHUSETTS a EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS W DEPARTMENT OF ENVIRONMENT d SOUTHEAST REGIONAL OFFICE COPY 1 5�0 ARGEO PAUL CELLUCCI BOB DURAND Governor Secretary JANE SWIFT EDWARD P.KUNCE Lieutenant Governor Acting Commissioner May 5, 1999 Mr.David Baker,Project Engineer RE: BARNSTABLE—WSC#4-00214 Mobil Business Resources Corporation Mobil Station#01-QJN 1800 West Park Drive, Suite 450 1449 Iyanough Road Westboro,Massachusetts 01581 TREATMENT SYSTEM O&M REQUEST FOR TIER IB PERMIT EXTENSION PERMIT#82641 TRANSMITTAL#W003021 M.G.L.C.21E and 310 CMR 40.0000 Dear Mr.Baker: On July 7; 1998, the Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department), received an Operation and Maintenance (O&M) Report dated October 1997 through May 1998 and prepared by Groundwater and Environmental Services, Incorporated(GES). The Report revealed that a soil vapor extraction system and an air sparging system were installed at the site to address gasoline impacted groundwater. A review of the O&M Report also revealed that eleven (11) maintenance inspections were performed on the system between December 1997 and May 26, 1998. According to the. O&M Report,the GES technician found the system to be inoperable on 5 of the 11 inspections. In addition, the technician shut the system down on 4 occasions prior to leaving the site due to the detection of high concentrations of volatile organic compounds in the effluent stream. The Department also received a report titled `.`Tier IB Permit Extension Request (Part I), Mobil Service Station Ol-QJN, 1449 Iyanough Road, Hyannis, Massachusetts, RTN 4-0214, Tier IB Permit #82641" (the Permit Extension Request) dated March 5, 1999, and prepared by GES. The Department reviewed the Permit Extension Request in accordance with 310 CMR 40.0700 and approves the Request with the following conditions: 1. A Phase II Scope of Work (the Scope Of Work), prepared pursuant to 310 CMR 40.0834, is submitted to the Department describing the activities proposed to delineate the full, extent of contamination at the site. Pursuant to 310 CMR 40.0832, the Scope of Work should be submitted to the Department prior to the initiation of the Comprehensive Site Assessment activities. 20 Riverside Drive•Lakeville,Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World WideWeb: http://www.magnet.state.ma.us/dep C Printed on Recycled Paper 2 2. An amended Phase II Report,which includes the results of the assessment activities described in item 1 above, is submitted to the Department by December 31, 1999. The Report should be prepared in accordance with 310 CMR 40.0835 and include a Completion Statement pursuant to 310 CMR 40.0836. The December 31, 1999 date is an enforceable interim deadline pursuant to 310 CMR 40.0167. 3. The Phase III and IV Reports are modified to account for the assessment activities described in item 1 and 2 above. The Reports should be prepared in accordance with 310 CMR 40.0800 and be submitted to the Department by December 31, 1999. This time frame is also an enforceable interim deadline pursuant to 310 CMR 40.0167. 4. The Department understands that the existing treatment system will be modified or replaced in the future to address the remaining risks identified in the supplemental Phase II Report. In the-interim, the system must be modified to prevent the continued shutdown described herein.. Documentation, which describes the modifications to the system, should be submitted to the Department by May 31, 1999. In addition, maintenance inspections should be conducted on a weekly basis and groundwater monitoring activities conducted on a quarterly basis. This revised maintenance and monitoring schedule should be maintained until such time that adequate documentation is submitted to the Department to demonstrate the effectiveness of the system in the removal of petroleum contaminants from the groundwater. The time frames stated in item 4 are enforceable interim deadlines pursuant to 310 CMR 40.0167. Please be advised that the Permit Extension will be effective for a period of two (2)years. The 2- year timeframe will begin on the date of this letter. Please be further advised that all future response actions should be conducted at the site in accordance with the provisions of the Massachusetts Contingency Plan (the MCP). This site may also be subject to auditing by the Department to ensure compliance with the requirements of the MCP. Should you have questions regarding this letter, please contact Laura Stanley at the letterhead address or at(508)946-2880. The Department appreciates your anticipated cooperation in this matter. Sincerely, Gerard M.R.Martin,Chief Site Management&Permit Section M\LAS\ka CERTIFIED MAIL NO.Z 539 134 167 RETURN RECEIPT REQUESTED cc: Barnstable Board of Health Post Office Box 534 Hyannis,Massachusetts 02601 AT-IN: Tom McKeam,Hazardous Waste Coordinator r� c� 3 R s cc: 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 Groundwater and Environmental Services 364 Littleton Road Suite 4 Westford,Massachusetts;01886 ATTN: James Young,LS.P DEP-SERO ATTN: Mark Jablonski Data Entry Mobil Oil Corporation 1800 WEST PARK DRIVE SUITE 450 WESTBORO,MASSACHUSETTS 01581 March 19, 1999 Mr. Thomas A. McKean Director of Public Health Town of Barnstable P. O. Box 534 Hyannis,MA 02601 RE: Mobil Station 01-QJN 1449 Iyanough Road Hyannis,MA Dear Mr.McKean: I am in receipt of your letter dated March 11, 1999,regarding the existence of an oil/water separator at the above-mentioned property. It is Mobil's intention to remove this equipment as quickly as possible. The process for approval and funding has begun and a representative or I will keep you informed of the schedule. If you have any questions,please contact me at 508-389-1876. Sincerely, DZOu7asWV .Heald Field Engineer I 1; The 'Free Organization, Ltd. New England 9 Otis Street, Westborough, MA 01581 • Fax: 508-871-8301 • Phone: 508-871-8300 November 2, 1999 Town of Barnstable 367 Main St. P.O. Box 534 Hyannis, MA 02601 RE: Mobil Sta. 01-QJN 1449 Iyanough Road Hyannis, MA 02601 Dear Mr. McKean, Tyree Organization recently completed removing an oil water separator at above site. Find the following for your file: 1. 3/11/99 Letter by Thomas A. McKean(Health Dept.) re: UIC closure. 2. 9/30/99 Oil—Water Separator Removal Repot by GES. 3. 12/1/92 UIC Notification Form. Please contact me with any questions or concerns. Sincerely, C. Stephen Wright Project Manager Cc: Doug Heald—Mobil Oil Corp. Member T The Tyree Organization Town of Barnstable a Department of Health, Safety, and Environmental Services 1 Public Health Division P.O. Box 534, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health March 11, 1999 Douglas W.Heald Mobile Oil Corporation 1800 West Park Drive Westborough,MA 01581 RE: Mobil Station No.0l-QJN 1449 Iyanough Road Hyannis,MA Dear Mr.Heald, On June 12, 1998, Glen Harrington,R S.,Health Inspector of the Town of Barnstable inspected the property located at the above referenced address. The property was inspected as part of the annual Hazardous Material Registration Program. At that time,an oil/water separator was observed at the property. The floor drains have been previously sealed. Due to the presence of the oil/water separator,the discharge point is considered an underground injection control system or UIC. Please review the following options for your property. All options below include the proper"closure"of the UIC,according to 310 CMR 27.00. As mandated under the Federal Safe Drinking Water Act, the state UIC regulations prohibit potentially polluting discharge to injection wells. Vehicle maintenance operations commonly use unauthorized injection wells,such as floor drains leading to a septic system,dry well,or oil/water separator which leads to any subsurface leaching structure. Under the State Plumbing code(248 CMR 2.09(1)(c)(3),owners/operators of facilities with floor drains tied to injection wills(or discharging to any surface point)have three options: 1. Seal the floor drain. Contact your local plumbing inspector for the appropriate filing form. If choosing this option,all previous discharges to the drain must be eliminated at their source. For example,cars should no longer be washed and floors should no longer be hosed down. 2. Conned the floor drain to a holding tank. The tank will need DEP approval. The DEP approves two types of holding tanks for this waste:new installations and conversions of existing structures (e.g.oillwater separators). These tanks are for non-hazardous,industrial wastewater. If solvents,antifreeze,oil and other fluids are washed down the drain,the waste is likely to be hazardous. 3. Connect the floor drain to a municipal sewer system,if available. An oil/water separator is required to be installed under this option. This requires a permit from DEP and the Town of Barnstable Department of Public Works along with the sewer connection application. The amount of discharge shall not exceed ten parts per million(10 PPM). 4. The"closure"of the UIC includes verifying the location and type of discharge facility, samplinglanalyses of wastewater,sludge and soils,backfilling of discharge facility,and notification to proper authorities. A copy of DEP's recommended guidelines are enclosed for our review. Lll cases,the owner must file a UIC NOTIFICATION FORM with DEP. You are directed to comply with the state's UNDERGROUND INJECTION CONTROL regulations (310 CMR 27.00)by informing this department in writing of your intentions within ten(10)days of receipt of this notice and completing the work within thirty(30)days. PER ORDER OF BOARD OF HEALTH Thomas cIC Director of Public Health Y! =w Enc.:Industrial Floor Drains&DEP UIC closure guidelines Cc: Ed Jenkins,Town of Barnstable Plumbing Inspector - David Anderson, Town of Barnstable Engineering Department. Paul Brogna,Gale Associates,Inc. M M 14 Mobil Oil Corporation WESTFORD TECHNOLOGY PARK 1 TECHNOLOGY PARK DRIVE WESTFORD,MA 01666 December 1, 1992 Department of Environmental Protection Division of Water Supply '1 Winter Street Boston, MA 02108 Attn: Jacob Moss - re: DEP UIC Program Dear. Jacob: Attached for your review are the UIC Notification Forms for the following locations: SS# Address City DEP # Soil? - ---- ------------------ ---------- ------ ------- 01-JFD 193 Whiting Street Hingham 3-0187 None 01-PVC 76 Worcester Road Southborough None-C None 01-QJH 156 Iyanough Road Hyannis 4-0862 None V- 01-QJN Rte 132 Hyannis 4-0214 None 01-QJW GAR Hwy & E. Main Orleans None-S 10 yds, on site The sampling results are attached. Please call me at (508) 392-3035 if you have any questions. Tina Valenti Field Engineer Enclosures cc: D.J. Baker -- 1W Board of Health -- w/attachment DEP Regional Office -- w/attachment Environmental Engineer -- w/attachment C.E. Galloway Plumbing Inspector -- w/attachment S.V. Lucas -- OGC Environmental Awareness K�- Conynoriweotth of MosSOChusetts Executtm Once of Envtonmentct Afts Department of Environmental Protection VA11"F. WOW o000~ omw i Growd mm c WONNOMw UIC NOTIFICATION FORM DIVISION OF IMM SUPPLY The Underground Injection Control (IIIC) proqram protects drinkinc water by requlatinq discharges to the ground via injection wells such a-- storm water dry wells and septic systems. Pursuant to UIC regulations (310 CMR 27.00) 0 the discharge of pollutants through a floor drain tc such a well must cease. This notification form is to be used to report which of the option; under I below (per DLP regulations and the state•s Plumbing Code (248 CIS 2.09(1) (c) ) ) your facility will follow regarding your floor drain(s) . Supply all information and attachments for that option. Supply al- information for II and III as noted. =I. Option chosen for floor drain upon closure of injection well: A. Pluq the floor drain, if applicable (see 248 CMR 2 .09) . 1. Copy of Form W 1: Notice of Plumbing Inscector Approval to Seal Floor Drain, and corres onding Plumbinq Permit Number: q 3 X 2. Date of pluqqinq: p>_/ zn / a 2 H. Connect floor drain to a holdinq tank that meets all . appropriate UP regulations and policies. 1. floor plan with tank location —2. Type of tank: —3. Hazardous Waste Generator ID f: 0 —4. Date of connection: C. Connect floor drain to municipal sewer (only -allowed pc DEP regulation 314 CXR 7.00 re. sewer discharge permits) 1. DEP sewer discharge permit '- a permit/transmittal number: _2. Waste Water Treatment Plant permit a permit number: 3. Date of hookup: D. Close and remove"entire service bay. --_- ------ a.71 as&1049 . T.iphon»(617) 222-M 0 _ 4, I1. Sampling Results, where required, must be supplied with this form. III. waste Management Plan (methods to be used to properly collect, store, and dispose of all potentially hazardous wastes) Name of Business: M�g`L- S5 © �_ Mailing Address: - Location: E.4(- 13 Z ►% Facility Owner: Mode c_•t L- 0.&A?-P0e4,rto Phone: ( 9)E'=) ?stz--�v?,�- Nature of Business: 5E A vI Le S a-- Number of Floor Drains at facility: before closure:, 9, after: Previous Point of Discharge of Floor Drain: hgq Z SERSBY CSR?IPY =DER VZ31ALTY Or LAW TEA? I EAVE PERSONALLY EZAXXX= AND AK P=LIAR wITZ TSE IXVORxAT1ON SVMTTED IN THIS DOCUMENT am ALL A'P'i'ACmtEIi'1'8 AND TEAT, BASED an my =QUIRT Or TZO8Z INDIVIDUALS XXXZDZATELY REaPONSIBLE POR OBTAINING TEE INVOMMTIONO I BBLIEVE THAT THE ZEP 19XATIOV IS TRUE, ACCURATE, AND COOLSTS. I AN AWARE TEAT THERE ARE SIGNIPZCU" PE>IALTIES POR SV=TTINQ FALSE INPORXATIONp INCLUDING POSSIBLE Pima Am IIVRISONKENT. Z UEDERSTA1M TES? Z Mae? EUMLE, STORE, MW DISPOSE Or ALL EA23kRDO98 WASTES IN AN MMIROIDtEIiTALLY SO=D NANNZR, IN ACCORDANCE WITH ALL APPROPRIATE RNOW ATIONC (� Z i Iq Any questions may be directed to Jacob !toss at (617)292-5770. Submit this fors and all required attachments for Z (only the attachments foi the option chosen) , II, and III to the following address: Underground Injection Control Program DE!/Division of water supply. Ose winter Street] !th floor Boston, VA 02109 Send duplicate copies of all forms to: Local Board of Health Local Plumbing Inspector �y Commonweatth of MC=Chusetts Execu" Office of En*DrirerYmel Affe*s Department of Environmental Protection Wi�am F. W.id �.Mnw Oanlei�.Gr�v� FQ WSJ,a Notice of Plumbing Inspector Approval to Seal poor Drain Apt 1992 Note: This Application Does Not Apply To Any Facility Whose FloorCoed To A Municipal Sewer System. Drain Is o f 44 AWSI�440- To: Plumbing Inspector for the City/Town of Campy Name: o L Nature of Business: P L uti„• ,; y M g /v Mailing Address: Location: /Z Phone Number. { GZ_) _ - Facflity Owner: o requests to seal floor drains. +►of dniu AUY bm additions or alterations to the system are not permim-ble without the approvg of the local P • t inspector. All seals must be in compliaace with 248 CIM This form must show both signatures before copy may be filed with DER Upon approval, a completed copy of this notice shall be filed imme ground Wection Control Program (@617/b36-I28;S) at the address�with tb* DEP•Under- ail work, the applicant shall file the DEP Vf Nat !M=dW gam to thes�ad&vm etion of Moto; 'vA�Apl seer.of F'ACHW owaft - Dou za 2 �`y3y a� 9fLOW ftmbing I=~ Dow Pbmbkg r umb Owner shall Bond a ooanpleted DEP/Division of Water j�y copy of this form to: Undwofflund Idection Conti prM= One Winter Sbook now Boston, MA 02108 or.wn%t Sweet . ftOW,MsssaehUGM 4MOS Fax �O W GROUNDWATER LE11:11:1 TECHNOLOGY Groundwater Technology,Inc. District Office,3 Edgewater Drive,Suite 301,Norwood,MA 02062 Tel:(617)769-7602 Fax:(617)769-7785 November 3, 1992 Refer 0 1 1 06-5355 030522 Ms. Tina Valenti Mobil Oil Corporation ----- — --. -. Westford Technology Park One Technology Park Drive Westford, Massachusetts 01866 Subject: Dry Well Closure Summary Report Mobil Service Station, No. 001-QJN Route 132 Hyannis, Massachusetts Dear Ms. Valenti: Groundwater Technology, Inc. is pleased to provide Mobil Oil Corporation (Mobil) with this summary report for the oversight and closure activities for the Class V UIC dry well at the Mobil service station located in Hyannis, Massachusetts. The scope of work presented below was developed to assist Mobil in fulfilling specific requirements of Appendix G of the Administrative Order issued to Mobil by the U.S. Environmental Protection Agency (U.S. EPA) concerning Underground Injection Control (UIC). Below is a summary of the work completed at the above referenced service station. The removal of the dry well occurred on October 3, 1992. Work completed for this project and field activities includes: • preparation of_a site safety plan; • coordination with the subcontractor; • supervision of the Class V UIC dry well removal; • screening of soil samples were screened with a PID; • collection of soil samples for laboratory analyses: total petroleum hydrocarbons (TPH EPA Method 418.1), and volatile compounds - (EPA Method 8240); and • preparation of field activities summary report. OBJECTIVE The objective of this work was to: • provide oversight of dry well closure activities In accordance with regulatory requirements including sample analysis, field data collection and reporting. n(fires throughout the U.S..Canada and Onm-.eas Ms. Tina Valenti November 3, 1992 Mobil Oil Corporation Page 2 Site Health and Safety Plan Groundwater Technology personnel prepared a Site Specific Health and Safety Plan in accordance with Occupational Safety and Health Administration (OSHA) guidelines set forth in "Hazardous Waste Operations and Emergency Response" (29 CFR 1910.120). Hospital locations, emergency phone numbers and other pertinent safety information was included. The document was reviewed and signed by all Groundwater Technology personnel working on this project and subcontractors of Mobil Oil Corporation. Contractor Coordination Groundwater Technology personnel coordinated with Mobil Oil Corporation's contractor to schedule the date of the excavation. The contractor, The A-Team, along with Groundwater Technology personnel had confirmed the location of the dry well prior to excavation. The MDC trap and dry well had been pumped of their contents prior to deactivation. Field Observation and Sample Collection Groundwater Technology observed the excavation of the on-site Class V UIC dry well and collected end point soil samples. A site visitation form was used to record the results of photoionization detector screening of the limits of the dry well excavation. Headspace analysis of the dry well pit soils all ranged non-detected. No soil from the excavation pit was stockpiled on site. Soil sample identification points are as follows: S-QJN A is from the excavation pit sidewall and S-QJN B is the dry well pit bottom. Soil sample S-QJN B2 is from a second dry well encountered during the excavation. After the dry well was removed, clean, crushed stone was used as fill in the pit area. A grab sample of the visibly clean soil was collected from below the base of the last visibly impacted soil. After collection of the endpoint sample, polyethylene was placed in the excavation and back filled. The sampled were shipped, under the appropriate chain of custody forms, specifying the analyses to be performed by the laboratory. Samples were sent to Mobil Oil Corporation's Technical Services Laboratory in Pennington, New Jersey. Analytical Summary The analytical results from the excavation are presented In Table 1. Photographs and a site map are also attached. The site map was prepared by a cartographer using the field notes produced in the field and a site map supplied by Mobil as an Autocad file. U� GROUNDWATER TECHNOLOGY Ms. Tina Valenti November 3, 1992 Mobil Oil Corporation Page 3 TABLE 1 Soil Sample Analytical Results Volatile Organic Compounds in Soil EPA Method 8240 October 3, 1992 micrograms per kilograms (pg/kg) Mobil Service Station No. 06-ELN Route 132 Hyannis, Massachusetts Compound Detected S-QJN A S-QJN B S-QJN B2 Toluene ND ND ND Ethylbenzene ND ND ND Total Petroleum Hydrocarbons in Soil (TPH) EPA 418.1 milligrams per kilograms (mg/kg) Concentration mg/kg 6 35 ND Notes: See attached analytical report Dry Well Excavation Summary The following is a summary of the excavation process and what was encountered during the removal of the dry well and associated piping. Total depth of dry well excavation was ten (10) feet. • No boulders or cobbles were encountered. • No groundwater was encountered. Overall soil stratigraphy was medium brown sand and gravel in the excavation pit. Results of PID headspace of the excavated soils all ranged non- detected. • All associated piping was removed, along with the precast dry well. • Approximately 400 gallons of liquid was pumped from the MDC trap and dry well. GROUNDWATER TECHNOLOGY Ms. Tina Valenti November 3, 1992 Mobil Oil Corporation Page 4 • No soil was left stockpiled on site. If you have any questions or require additional information, please feel free to contact our office. Sincerely, GROUNDWATER TECHNOLOGY, INC. / a4' ' Douglas Morrison Andrew W. Bakinowski Staff Geologist Senior Project Manager DM/jhl Mob119.43 �LJI GROUNDWATER TECHNOLOGY Mobil Service Station • 00I-QJN Hyannis, Massachusetts Route 132 A Al Plate 1: Dry Well Location S � Plate 2: Dry well i �.4.� `' 'err' •,• .i ��.' i pItbottom GROUNDWATER TECHNOLOGY ■■'� ■■■ I i Mobil00 Route Hyannis, Massachusetts 16 3 s S• . 'p 1. t - 'R'a'.'owirC• :�t��ti►,Ti"\��= �b lam- .. __ ,..��. . ■.�IGROUNDWATER TECHNOLOGY qsN"{,B DRAWN BY: GALE ASSOCIATES, INC 3Z 130TroM — — _LEACH FIELD LIMITS OFEXCAVATION '—MDC ABANDONED INPLACE I Etl TANK PAD RTE. 132 / IYANOUGH RD. NAME OF SURVEYING CONTRACTOR: ZECCO, INC. WESTFORD TECHNOLOGY PARK VAME OF FOREMAN: BRIAN BURNNETT Mobil o l l Corporation 1 TECHNOLOGY PARK DRIVE WESTFORD. MA. 01886 3SJ:01—OJN LOCATION: RTE. 132 HYANNIS, MA kCTUAL SITE VISIT: 8/21 NUMBER OF BAYS: 2 BAY DRAIN ASSESSMENT DUMBER OF DRAINS: 2 1 ANY RECENT PROBLEM WITH DRAINS: NO ADDITIONAL NOTES: :OMMENTS: N O v RECOMMENDED ACTION: JAY DRAINS DISCHARGE T0: 2 DRAINS CONNECTED TO A MDC � TI — �*S+�H Nc.6q FNOTE: •„ l j e ZRAP/LEACH FIELD ALL DIMENSIONS PROVIDED RY rnNTRAr.TOP c Mobil TECHNICAL SERVICE LABORATORIES Environmental Services October 19, 1992 Doug Morrison Groundwater Technology, Inc. 3 Edgewater Drive Norwood, MA 02062 SS# 01-QJN Hyannis, MA Code: 1661205 Enclosed are the analytical results for Service Station 01-QJN. The samples were received on October 5, 1992 and were analyzed to meet all required hold times. The attached tables provide sample identification and analytical data for this project. The supplementary information required from a laboratory not certified in Massachusetts (Policy #WSC-300-89) is also included. This letter represents authorization and approval of the attached analytical results and is an integral part of this report. If any further information is required regarding these analyses, kindly refer to the 6-digit TSL Number for the sample in question. We will be happy to respond to any questions you may have. Sincerely, C. Larry Tatsch Manager, Environmental Services 1 4 ` Groundwater & Environmental Services, Inc. 364 Littleton Road• Suite 4•Westford, MA 01886• (978)392-0090• FAX(978)392-8583 October 4, 1999 Mr. Steve Wright The Tyree Organization 9 Otis Street Westborough, MA 01581-3311 Re: Oil-Water Separator Removal Mobil Service Station 11730 (01-QJN) 1449 Iyanough Road Hyannis, Massachusetts GES Project No. EM60-1420 Dear Mr. Wright: Groundwater & Environmental Services, Inc. (GES) hereby presents to you a copy of the September 30, 1999 Oil-Water Separator Removal Report and a copy of the Groundwater Technology Inc. (GTI) Dry Well Closure Summary Report dated November 3, 1992 to assist in completing The Massachusetts Department of Environmental Protection (MADEP) UIC Notification Form. It is GES' belief that the UIC form (included as part of the GTI report) has already been completed and submitted. Resubmitting a copy of this form may be enough to satisfy the requirements of the Town of Barnstable. Please contact the undersigned at(978) 392-0090 ext. 23 if you have any questions. Sincerely, GROUNDWATER& ENVIRONMENTAL SERVICES, INC. David J. Shed an Project Engineer Attachments: Oil-Water Separator Removal Report, GES, dated September 30, 1999 Dry Well Closure Summary Report, GTI, dated November 3, 1992 ,r.•�� Groundwater ,g & Environmental Services, Inc. 364 Littleton Road•Suite 4•Westford, MA 01886• (978)392-0090• FAX(978)392-8583 September 30, 1999 Mr. Doug Heald Mobil Oil Corporation 1800 West Park Drive, Suite 450 Westborough,Massachusetts 01581 Re: Oil-Water Separator Removal Mobil Service Station 11730 (01-QJN) 1449 Iyanough Road Hyannis, Massachusetts GES Project No. EM60-1420 Dear Mr. Heald: On behalf of Mobil Oil Corporation (Mobil), Groundwater & Environmental Services, Inc. (GES) has prepared an Oil-Water Separator Removal Report for Mobil Station 11730 (Former O 1-QJN), located at 1449 Iyanough Road, Hyannis, Massachusetts (hereafter referred to as the site). A Site Location Map is included as Figure 1. t Tyree Organization, Ltd. (Tyree) performed the excavation of the oil-water separator on May 7, 1999. GES arrived at the site following removal of the oil-water separator for the purpose of evaluating the potential impact (if any) of the oil-water separator on surrounding soils. The oil- water separator was located approximately 4.5 feet behind the southwest wall of the service station building (refer to Figure 2). The oil-water separator consisted of a concrete block cylinder approximately six feet deep by four feet in diameter, with a four-inch diameter drain located in the sidewall. According to a 1992 Drywell Closure Summary Report, prepared by Groundwater Technologies, Inc. (GTI) on behalf of Mobil, the oil-water separator historically discharged to two adjacent drywells. Both drywells were removed by GTI, along with sealing of service bay floor drains, in 1992. GES collected soil samples from the sidewalls and floor of the oil-water separator excavation for volatile organic compound (VOC) screening using a photo-ionization detector (PID). PID concentrations were not detected in any of the soil samples. Three confirmatory soil samples were collected for laboratory analysis from the following locations: grab sample from the base of the excavation; composite sample of the south and east sidewalls; and composite sample of the north and west excavation sidewall. Each sample was shipped to Lancaster Laboratories of Lancaster, Pennsylvania for analysis of RCRA metals, VOCs by EPA Method 8260, extractable petroleum hydrocarbons (EPH), and volatile petroleum hydrocarbons (VPH). Groundwater&Environmental Services, Inc. Page 1 of Z Mobil Service Station 11730(Former O1-QJN) Oil Water Seperator Removal Report/E 1479 10/01/99 o- 1 -416 \I Following the collection of soil samples, Tyree backfilled the excavation with native soil and clean fill. Due to the removal of the oil-water separator, some non-native sand(fill)was required to completely backfill the excavation. The final excavation dimensions were approximately six feet deep, by five feet wide,by eight feet long. Analytical results from the three confirmatory soil samples were compared to RCS-1 reportable concentrations (310 CMR 40.1600) to determine whether a release reportable to the Massachusetts Department of Environmental Protection (MADEP) had occurred. No detected analytes were identified at concentrations exceeding RCS-1 standards. As such, a release of oil and/or hazardous material as defined in 310 CMR 40.0000 has not occurred. A summary of the analytical results are presented in Tables 1 and 2. Refer to Appendix A for the laboratory analytical report. Photograph documentation of the oil-water separator removal is included in Appendix B. Please contact either of the undersigned if you have any questions. Sincerely, GROUNDWATER&ENVIRONMENTAL SERVICES, INC. David J. Shee an Project Engineer Steven D. Charron Project Manager Attachments Figure 1 Site Location Map Figure 2 Site Plan Table 1 Soil Monitoring Data(BTEX,VPH) Table 2 Soil Monitoring Data(Metals, EPH,PAHS, &VOC) Appendix A Laboratory Analytical Reports Appendix B Photographs Groundwater&Environmental Services,Inc. Page 2 of 2 Mobil Service Station 11730(Former O1-QJN) Oil Water Seperator Removal Report/E1479 10/01/99 \■ FIGURES _ _ _ •• •� u�au�c Ir •.A -•_B'•aHrnwbl�a .1,=.�.i ;�— •r ,e,. ` ��w��_ �• •f — � - Rrt �._•_ - ./y • •' ter'/�-l.•=c!n_ ,a(:\ •:^.,. !;\`yr`X d/_i/ \` �� " - -a;1'•--��' (.,�'I `��•y::/ �. a0.. ^•Y%._�•O p 1L^ ': ��`._ .h, ice. -^^ C '! _ •� ✓ iris •,�. •11 ,i 9 "` ' =' I+ i er•{. h� _ ,,� ',� • •°.• �� o 0-0- -:n " f.:,L:; _ •.):,,o:�o��jl(O �`a:- .,.\`- tia1•• .�� `'v ICU 1(4bi y�/`-7 0 0.�_ _ OI'+firl\!•. p. ate, .+ liar a �_ Q"�-lll - - i\••_'•�s`C,- l i —�r Z.11- �"'., u � i�(.%.••. '- .,/�—�y��-.(\) sg - '_'w 1'�'••� \� J !' moo' _ -�� _ -�,�-. ``� ,>11' �: `•n: w• `q'A r_(.,.� :f 1_ ^•1 Cr 7 .Ali - o,iO a'�. _�r.-... _ � �>, �\i9-' .: -�� -• 1•�yp- , "�• �(V�/ / i I _ o° /`—� -•._ �i=•i.�•. :d� _ _ ,JAI .. �O Q .v �•_ S ./�•�0\ ) \ • �(((�'`' , caul :O�'- �`��'- - _ r �Z?'''SeamC,•s�• dry. - --• ... �' ./ >aO>.■ •__- '� �: vay!p. Gaol}CourSa._ -23 �C�_ th c ipJ _r'� 'i' •J' �` J. 9'.l >i/'1�\•r• .... - Y. • . • 'z�).�•�• J- \ ,_.. 1`rh ✓r � '.a�-" - �• �+Q - _ - . �'--�- r�i' .�•�•alaYelS�rLS-• - �� •' Shirley': `I •`_"'; .r« /�--Lewis- ° _�' BM�;BO •Bearse r; sland Nyes ;`v ...� Pond. :11\ Shallo-w Pond �I '��: SITE ♦a 'heater Pt;'��*wl =� '• -,.a✓ �� _ it �yr --FA NIL y StonPi _ ¢L•. 1 • s'5 - Xt�^ , L. % «n ✓ f� 1' e:: i Gooseberry - �'� - - 3., ��, r- •. •.'r `.;' POW �- _Island «��• ,$ "� �'` �,�.._�'Q.� ,'p- `wls Fuller �.. J �r'�' ;� :. ,; a+{,,�- a•- \� 'g— -.'i !•- Ir Long -A 0 Hayes Pt ` Little �f - .d;• .•i•]��Q �•s�reat ` Pt.�•xa ' •~ `�.i/.p •l^•„• %• •.�•y li W:::_ w"�. V.: so- +;J/ _ S7�- \•\ra�� - �, .11 �•I Pt ��•I ��er..a4 � � _ �.. _ :: _• c ""':��'_:F' •� I9" - .t�,,! ')s'Wh Ij /•;• •ems '� - � ze �' , ,�': e(j o �� °�'• ...".0 •\'k,J a- Or , •T. + 54'•.. f 7/ •,r w`: .i _I \a.`I\a`•7�,• �° '•b r wfSF..,O •�' .,•'•••Ni ~'� ••�• 71 � ,• «\. '�' 1'U.C;i9 I' •dE' �`•` • .♦ �` ,?• •� Lble „>i�. 1:I' 72 ryBR15� �Y r✓ ', C�j { , J6 Olt . " n son:. SITE LOCATION MAP SOURCE: USGS 7.5 X 15 Min. Quad., Hyannis, MA Mobil Facility No. 01-QJN 364 Littleton Road, Suite 4 1449 Iyanoujh Road Scale: Westford,MA 01886 Hyannis,MA 1:25,000 \/ TABLES Table 1 OIL-WATER SEPERATOR REMOVAL REPORT SOIL MONITORING DATA Mobil Station No. 11730 (Formerly 01-QJN) 1449 Iyanough Road Hyannis, MA Sampling Date: 5/20/99 Ethyl- Total C5-C8 C9-C12 C9-C10 ampling Benzene Toluene benzene Xylenes BTEX MTBE Naphthalene Aliphatics Aliphatics Aromatics Point (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) Reportable Concentrations RCS-1: 10.0 90 80 500 NA 0.3 4 100 1,000 100 Excavation Botton <0.022 <0.022 <0.022 <0.067 <0.133 <0.056 <0.056 <1.1 <1.1 <1.1 Sidewall South-East <0.022 0.024 <0.022 <0.066 <0.134 <0.054 <0.054 <1.1 <1.1 <1.1 Sidewall North-West <0.022 <0.022 <0.022 <0.066 <0.132 <0.055 <0.055 <1.1 <1.1 <1.1 mg/kg=milligrams per kilogram GROUNDWATER& ENVIRONMENTAL SERVICES, INC Mobil Service Station 11730(Former 01-QJN) Oil-Water Seperator Removal Report/E1479 - 10/1/1999 Page 1 of 1 ,I Table 2 OIL-WATER SEPARATOR REMOVAL REPORT SOIL MONITORING DATA(METALS,EPH,PAHS&VOCS) Mobil Station No. 11730(Formerly 01-QJN) 14491yanough Road Hyannis,MA Sampling Date:5/20/99 Excavation Sidewall South- Sidewall North-West RCS-1 Bottom East RCRA-8 Metals Lead mg/kg <11 <11 <II 300 Mercury mg/kg <0.II <0.II <0.11 20 Barium mg/kg <11 <11 <11 1,000 Chromium mg/kg 5.9 7.2 4.6 1,000 Silver mg/kg <2.2 <2.2 <2.1 100 Arsenic mg/kg 1.3 2.0 1.4 30 Selenium mg/kg <I.1 <1.1 <1.1 400 Cadmium mg/kg <2.2 <2.2 <2.1 30 Volatile Organic Compounds(VOCs)by EPA Method 8260 Toluene mg/kg ND 0.12 0.053 90 Remaining 8260 compounds mg/kg ND ND ND NA Extractable Petroleum Hydrocarbons(EPH)and Target PAH Compounds C9-I8 Aliphatics mg/kg <3.3 <3.3 <3.3 11000 C 19-36 Aliphatics mg/kg <5.6 <5.4 <5.5 2,500 C11-22 Aromatics mg/kg <4.5 <4.4 <4.4 200 PAH Compounds mg/kg <0.56 <0.54 <0.55 NA NOTES: mg/kg=milligram per kilogram(ppm) ug/kg=microgram per kilogram(ppb) ND=Not detected NA=Not applicable NM=Not measured PAH's=Polyaromatic Hydrocarbons GROUNDIV.4TER&ENHRONAIENT.4L SERVICES,INC. Mobil Service Station 11730(Fonncr 01-QJN) MAP Oil-Water Seperator Removal Rcport/L1479 fig APPENDIX A 4 Lancaster Laboratories �`�(_, Q�y S For Lancaster Laboratories se on) 1. r A division of Thermo Analytical Inc. Acct. q: Sample#: .6-1 G> 1 tJUN `' 4 3�se 4 t. SCRIt• Mobil Consultant: G S t a Y1X Anal SeS Re UESte .Uet total number o(conteiners In the s�. y. q box under each analysis. Consultant Project Manager: ��--/� .�.': /, , L u�" 171 a ,r ❑ a Consultant Phone N: .7%L -G t 9_G' Fax N: �`!7Y).37 Z- Location Code H: _ / J —�—_ _ PRCA/AFEfi: �L q El Q U 0 Z w Q w Commitment Code H: � Phase Code: ° a z p 2 � c► x ? + cc ❑ a Site Address: State: /67r4 ❑ u o 777 W Sampler: O in IA Mobil Engineer: N Q m a a; oo C V) o >° Date Time U. _ _ = r• = s— Sample ldentlfication Collected Collected to ;„ o' G o Remarks..: �cn 4!?, 5=7o-y /3= 70 YI 3 Z 7 / L Turna_ramno Time Requested(TAT) (please circle): Relinquished by: Date Time Received by: Date Time �0_131 iTD.TAT�) 72 hour 48 hour 24 hour other day Relinquis ed b Date Time Rece ved by:,/ Date Time Data Package Options(please circle if requested) SD om�Iete? � QC Summary GLP t� Relinquished by: Date Time Received by: Date Time Type I(Tier 1) Other Site-specific QC required? Type 11(Tier II) Disk Yes 40 (if yes,indicate QC sample Relinquished by: Date Time Received by: Date Time Type III(N1 Red. Del.) and submit triplicate volume. Type IV (CLP) Internal Chain of Custody Relinquished by: Date Time Receive by: te Time Type VI(Raw Data) required? pa es No -( Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158009 Collected: 5/20/99 at 13:20 by DS Account No: 09612 P.O. O1-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.; Suite 450 Discard: 7/10/99 Westborough MA 01581 Excavation Bottom Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis, MA AS RECEIVED DRY WEIGHT CAT METHOD METHOD NO. ANALYSIS NAME RESULTS DETECTION LIMIT UNITS RESULTS DETECTION LIMIT 7584 PPL + Xylene (total) by 8260 5444 Chloromethane N.D. 100. ug/kg N.D. 110. 5445 Vinyl Chloride N.D. 100. ug/kg N.D. 110. 5446 Bromomethane N.D. 150. ug/kg N.D. 170. 5447 Chloroethane N.D. 150. ug/kg N.D. 170. 5448 Trichlorofluoromethane N.D. 100. ug/kg N.D. 110. 7586 Acrolein N.D. 1.000. ug/kg N.D. 1.100. 5449 1.1-Dichloroethene N.D. 100. ug/kg N.D. 110. 5450 Methylene Chloride N.D. 100. ug/kg N.D. 110. 7587 Acrylonitrile _ N.D. 500. ug/kg N.D. 560. 5451 trans-1.2-Dichloroethene N.D. 100. ug/kg N.D. 110. 5452 1,1-Dichloroethane N.D. 50. ug/kg N.D. 56. 5454 cis-1.2-Dichloroethene N.D. 100. ug/kg N.D. 110. 5455 Chloroform N.D. 50. ug/kg N.D. 56. 5461 1.2-Dichloroethane N.D. 100. ug/kg N.D. 110. 5457 1.1.1-Trichloroethane N.D. 50. ug/kg N.D. 56. 5458 Carbon Tetrachloride N.D. 50. - ug/kg N.D. 56. 5460 Benzene N.D. 50. ug/kg N.D. 56. 5462 Trichloroethene N.D. 50. ug/kg N.D. 56. 5463 1.2-Dichloropropane N.D. 150. ug/kg N.D. 170. 5465 Bromodichloromethane N.D. 100. ug/kg N.D. 110. 7585 2-Chloroethyl Vinyl Ether N.D. 100. ug/kg N.D. 110. 6298 cis-1,3-Dichloropropene N.D. 50. ug/kg N.D. 56. 6297 trans-1.3-Dichloropropene N.D. 50. ug/kg N.D. 56. 5467 1.1.2-Trichloroethane N.D. 100. ug/kg N.D. 110. 5470 Dibromochloromethane N.D. 50. ug/kg N.D. 56. 5478 Bromoform N.D. 50. ug/kg N.D. 56. 5466 Toluene N.D. 50. ug/kg N.D. 56. 5468 Tetrachloroethene N.D. 50. ug/kg N.D. 56. 5472 Chlorobenzene N.D. 50. ug/kg N.D. 56. 5474 Ethylbenzene N.D. 50. ug/kg N.D. 56. 6301 Xylene (Total) N.D. 50. ug/kg N.D. 56. 5480 1,1.2,2-Tetrachloroethane N.D. 50. ug/kg N.D. 56. The analysis for volatiles was performed on a sample which was preserved in methanol. The reporting limits were adjusted appropriately. Sufficient sample volume was not available to perform a MS/MSD for this analysis. Therefore, a LCS/LCSD was performed to demonstrate precision and accuracy at a batch level. 1 COPY TO GES-MA ATTN: Mr. Mark Fisher Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 06:35:34 D 0001 6 130270 667033 220 0.00 00015400 ASR000 Respectfully Submitted Lancaster Laboratories Thomas C. Lehman, Ph.D. V! c yf 9 = A 2425 New Holland Pike Group Leader. Petrol. Anal ysi s 'O Box 12425 J -ancaster,PA 17605-2425 Lancaster Laboratories is a subsidiary of Thermo Terraieoh Inc,a Thermo Electron Company. '17.656-2300 Fax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2216 Rev. ,.2 . Lancaster Laboratories Where quality is a science. LLI sample xo. sw 3158009 Collected: 5/20/99 at 13:20 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Excavation Bottom Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis, MA AS RECEIVED DRY WEIGHT CAT METHOD METHOD NO. ANALYSIS NAME RESULTS DETECTION LIMIT UNITS RESULTS DETECTION LIMN �.�. .�.�.�.�.�.�.3..T.3.�.3.3.3.�.�.�.3.3.3.3.�.0.J.SJ.J.J.3.Q.3.�.J.3.�.�.1.3.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�._ 0118 Moisture _ _ 10.2 0.080 X by wt. .�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.3.�.3.J.�.�.�.3.�.3.�.3.3.3.�.3.9.3.3.3.3.3.3.3.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�._ QUALITY CONTROL REPORT SAMPLE SAMPLE DUP MS LCS LCS LCS LIMITS MDL UNITS BLANK RPO MS MSD RPD LCS DUP RPD LOW HIGH ................................... 7584 PPL + Xylene (total) by 8260 Batch: J991521AA ................................... 5444 Chloromethane 100. ug/kg N.D. 99 IU4 4 48 130 5445 Vinyl Chloride 100. ug/kg N.D. 100 109 8 60 127 5446 Bromomethane 150. ug/kg N.D. 92 98 5 46 134 5447 Chloroethane 150. ug/kg N.D. 109 104 4 30 142 5448 Trichlorofluoromethane 100. ug/kg N.D. 72 97 30 39 135 7586 Acrolein 1.000. ug/kg N.D. 99 96 3 1 149 5449 1.1-Dichloroethene 100. ug/kg N.D. 109 105 4 69 146 5450 Methylene Chloride 100. ug/kg N.D. 107 104 3 69 126 7587 Acrylonitrile 500. ug/kg N.D. 113 108 5 62 130 5451 trans-1.2-Dichloroethene 100. ug/kg N.D. 105 103 2 73 126 5452 1.1-Dichloroethane 50. ug/kg N.D. 109 106 2 81 130 5454 cis-1.2-Dichloroethene 100. ug/kg N.D. 106 104 1 84 123 5455 Chloroform 50. ug/kg N.D. 104 103 1 82 123 5461 1.2-Dichloroethane 100. ug/kg N.D. 105 107 1 81 123 5457 1.1.1-Trichloroethane 50. ug/kg N.D. 104 104 0 84 132 Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Respectfully Submitted Lancaster Laboratories Thomas C. Lehman. Ph.D. ae E ae B E R 2425 New Holland Pike Group Leader. Petrol. Analysis PO Box 12425 Lancaster.PA 17605-2425 Lancaster laboratories is a subsidiary of Thermo TerraTech Inc,a Thermo Electron Company. 717-656-2300 =ax:717.656-2681 See reverse side for explanation of symbols and abbreviations. 2216 Rev.:; Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158009 Collected: 5/20/99 at 13:20 by DS Account No: 09612 P.O. O1-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Excavation Bottom Grab Soil Sample LOC# O1-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis. MA SAMPLE SAMPLE DUP _ MS LCS LCS LCS LIMITS MDL UNITS _ BLANK RPO MS MSD RPO LCS DUP RPO LOW HIGH 5458 Carbon Tetrachloride ` 50. ug/kg N.D. 104 104 1 78 129 5460 Benzene 50. ug/kg N.D. 109 107 2 77 126 5462 Trichloroethene 50. ug/kg N.D. 108 109 1 81 123 5463 1.2-Dichloropropane 150. ug/kg N.D. 113 110 3 77 127 5465 Bromodichloromethane 100. ug/kg N.D. 105 105 1 80 121 7585 2-Chloroethyl Vinyl Ether 100. ug/kg N.D. 111 108 3 66 125 6298 cis-1,3-Dichloropropene 50. ug/kg N.D. 107 106 2 79 126 6297 trans-1,3-Dichloropropene 50. ug/kg N.D. 108 107 1 69 131 5467 1,1.2-Trichloroethane 100. ug/kg N.D. 110 108 2 81 124 5470 Dibromochloromethane 50. ug/kg N.D. 104 102 1 80 120 5478 Bromoform 50. ug/kg N.D. 104 104 0 73 120 5466 Toluene 50. ug/kg N.D. 122 109 11 74 128 5468 Tetrachloroethene 50. ug/kg N.D. 116 116 0 83 150 5472 Chlorobenzene 50. ug/kg N.D. 109 107 2 81 121 5474 Ethylbenzene 50. ug/kg N.D. 115 111 4 86 129 6301 Xylene (Total) 50. ug/kg N.D. 112 109 3 88 128 5480 1.1.2.2-Tetrachloroethane 50. ug/kg N.D. 104 102 2 70 124 0118 Moisture 0.080 X by wt. SURROGATE SUMMARY SURROGATE LIMITS TRIAL ID SURROGATE RECOVERY X LAW HIGH 7584 PPL + Xylene (total) by 8260 DBFM 100 80 120 Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Lancaster Respectfully Submitted ncaster laboratories Thomas C. Lehman, Ph.D. vl E .%A 8 c R 2425 New Holland Pike Group Leader, Petrol. Analysis PO Box 12425 Lancaster,PA 17605-2425 Lancaster laboratories is a subsidiary of Thermo TerraTech Inc,a Thermo Electron Company. �17-656-2300 Fax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2216 Rev. : Lancaster Laboratories Where quality is a science. LLI Sample No. sw 3158009 Collected: 5/20/99 at 13:20 by DS Account No: 09612 P.O. 01 QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Excavation Bottom Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis. MA SAMPLE SAMPLE DUP MS LCS LCS LCS LIMITS MOL UNITS BLANK RPO MS MSD RPD LCS- OUP RPD LOW HIGH d4-1.2-DCA 96 80 120 d8-toluene 98 81 117 _ 4-BFB 100 74 121 LABORATORY CHRONICLE CAT - ANALYSIS NO ANALYSIS NAME METHOD TRIAL ID DATE AND TIME ANALYST 7584 PPL + Xylene (total) by 8260 SW-846 8260B 1 06/02/99 0226 Christina R. Sharland 0118 Moisture EPA 160.3 modified 1 05/24/99 1952 Gabriel Agosto Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Respectfully Submitted Lancaster laboratories Thomas C. Lehman, Ph.D. M E M B E R 2425 New Holland Pike Group Leader, Petrol. Anal ysi s Po Box 12425 Lancaster.PA 17605-2425 Lancaster laboratories is a subsidiary of Thermo TerraTedl Inc.,a Thermo Electron Company. 717.656-2300 Fax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2216 Rev. . Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158008 Collected: 5/20/99 at 13:20 by OS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Excavation Bottom Grab Soil Sample LOC# O1•QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis, MA AS RECEIVED DRY WEIGHT CAT LIMIT OF LIMIT OF NO. ANALYSIS NAME RESULTS QUANTITATION UNITS RESULTS QUANTITATION 1646 Barium < 9.9 9.9 mg/kg < 11. 11. 1649 Cadmium < 2.0 2.0 mg/kg < 2.2 2.2 1651 Chromium 5.3 4.0 mg/kg 5.9 4.4 1655 Lead < 9.9 9.9 mg/kg < 11. 11. 1666 Silver < 2.0 2.0 mg/kg < 2.2 2.2 6935 Arsenic TR 1.2 1.0 mg/kg 1.3 1.1 6936 Selenium TR < 1.0 1.0 mg/kg < 1.1 1.1 0159 Mercury < 0.100 0.100 mg/kg < 0.11 0.11 0111 Moisture 10.2 0.50 X by wt. "Moisture" represents the lass in weight of the sample after oven drying at 103 - 105 degrees Celsius. 5332 MA EPH•--Soils-------------_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_•__-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ 5351 Acenaphthene ----------------_-_-_-_-_-_-=-<'0.50=-=-=-=-=0.50-=-=-=mg/kg =-_-_-_-_-_-_-_-_-=-<-0.56 -_-=-='0.56=•=-= 5350 Acenaphthylene < 0.50 0.50 mg/kg < 0.56 0.56 5354 Anthracene < 0.50 0.50 mg/kg < 0.56 0.56 5357 Benzo(a)anthracene < 0.50 0.50 mg/kg < 0.56 0.56 5361 Benzo(a)pyrene < 0.50 0.50 mg/kg < 0.56 0.56 5359 Benzo(b)fluoranthene < 0.50 0.50 mg/kg < 0.56 0.56 5364 Benzo(g.h,i)perylene < 0.50 0.50 mg/kg < 0.56 0.56 5360 Benzo(k)fluoranthene < 0.50 0.50 mg/kg < 0.56 0.56 5358 Chrysene < 0.50 0.50 mg/kg < 0.56 0.56 5363 Oibenzo(a.h)anthracene < 0.50 0.50 mg/kg < 0.56 0.56 5355 Fluoranthene < 0.50 0.50 mg/kg < 0.56 0.56 5352 Fluorene < 0.50 0.50 mg/kg < 0.56 0.56 5362 Indeno(1.2.3-cd)pyrene < 0.50 0.50 mg/kg < 0.56 0.56 5349 Napthalene < 0.50 0.50 mg/kg < 0.56 0.56 5353 Phenanthrene < 0.50 0.50 mg/kg < 0.56 0.56 5356 Pyrene < 0.50 0.50 mg/kg < 0.56 0.56 8395 2-Methylnapthalene < 0.50 0.50 mg/kg < 0.56 0.56 8396 C9 to C18 Aliphatics < 3.0 3.0 mg/kg < 3.3 3.3 8397 C19 to C36 Aliphatics < 5.0 5.0 mg/kg < 5.6 5.6 8398 C11 to C22 Aromatics < 4.0 4.0 mg/kg < 4.5 4.5 The C11-C22 Aromatic data does include the target PAH compounds. Because the reported value is less than the limit of quantitation, correction is not applied. 8765 MA - VPH soils 1 COPY TO GES-MA ATTN: Mr. Mark Fisher Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 06:34:04 0 0001 6 130270 667033 220 0.00 00067840 ASR000 Respectfully Submitted Lancaster laboratories Michele Turner, B.A. .vl c .yl g c R 2425 New Holland Pike Manager. Vol ati 1 es ,0 sox 12425 � ancaster.PA 17605-2425 Lancaster laboratories is a subsidiary of Thermo TerraTedr Inc,a Thermo Electron Company. 717-656-2300 ;ax:717-656-2681 See reverse side for explanation of symools and abbreviations. 2216 Rev. :.. Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158008 Collected: 5/20/99 at 13:20 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.; Suite 450 Discard: 7/10/99 Westborough MA 01581 Excavation Bottom Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis. MA AS RECEIVED DRY WEIGHT CAT LIMIT OF LIMIT OF NO. ANALYSIS NAME RESULTS QUANTITATION UNITS RESULTS QUANTITATION 8766 Benzene < 0.020 0.020 mg/kg < 0.022 0.022 8767 Toluene < 0.020 0.020 mg/kg < 0.022 0.022 8768 Ethylbenzene < 0.020 0.020 mg/kg < 0.022 0.022 -8769 m,p-Xylenes < 0.040 0.040 mg/kg < 0.045 0.045 8770 o-Xyl-ene < 0.020 0.020 mg/kg < 0.022 0.022 8771 Methyl t-butyl ether < 0.050 0.050 mg/kg < 0.056 0.056 8772 Naphthalene < 0.050 0.050 mg/kg < 0.056 0.056 8773 C5-C8 Aliphatic Hydrocarbons < 1.0 1.0 mg/kg < 1.1 1.1 8774 C9-C12 Aliphatic Hydrocarbons < 1.0 1.0 mg/kg < 1.1 1.1 8775 C9-CIO Aromatic Hydrocarbons < 1.0 1.0 mg/kg < 1.1 1.1 The concentrations of individual target analytes and the surrogate standard have been subtracted from the concentrations of the appropriate hydrocarbon ranges as specified by the method. QUALITY CONTROL REPORT SAMPLE SAMPLE OUP MS LCS LCS _ LCS LIMITS LOQ UNITS BLANK RPD MS MSD RPD LCS OUP RPD LOW HIGH 1646 Barium 9.9 mg/kg ` 10. mg/kg 15 108 112 3 104 56 143 1649 Cadmium 2.0 mg/kg 0 (1) 95 96 0 101 55 145 1651 Chromium/kg ` 2.0 4.0 mg/kg < 4.0 mg/kg 0 (1) 77 110 15 110 69 131 1655 Lead 9•9 mg/kg < 10. mg/kg 1 -62 182 (2) 21 103 60 140 1666 Silver 2.0 kg ` 2. mg/kg 0 (1) 107 107 0 103 57 144 6935 Arsenic TTRR 0 1.0 mg/kg < 1.0 mg/kg 5 95 94 0 108 62 138 6936 Selenium TR 1.0 mg/kg < 1.0 mg/kg 0 (1) 94 94 0 102 65 134 0159 Mercury 0.100 mg/kg 0 (1) 80 95 17 95 49 151 0111 Moisture/kg ` 0.10 0.50 X by wt. 13 100 100 0 99 101 ----------------------------------- 5332 MA EPH - Soils Batch: 991450002A Q155 ----------------------------------- 5351 Acenaphthene Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Respectfully Submitted Lancaster laboratories Thomas C. Lehman. Ph.D. vt M 3 e R 2425 New Holland Pike?O Box 12425 Group Leader. Petrol. Analysis ancaster,;'A'7605-2425 Lancaster laboratories is a subsidiary of Thermo TerraTedt Inc,a Thermo Electron Company '17-656-1300 ;ax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2216 Rev.;;23 Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158008 Collected: 5/20/99 at 13:20 by DS Account No: 09612 P.O. O1-QJN Mobil Oil Corporation Rel. Submitted: 5/22199 Reported: 6/ 9/99 1800 West Park Dr.; Suite 450 Discard: 7/10/99 Westborough MA 01581 Excavation Bottom Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.; Hyannis. MA SAMPLE SAMPLE DUP MS LCS LCS LCS LIMITS LOQ UNITS BLANK RPD MS MSD RPO LCS OUP -RPD LOW HIGH 0.50 mg/kg < 0.50 mg/kg 0 (1) 70 73 5 40 140 5350 Acenaphthylene 0.50 mg/kg < 0.50 mg/kg 0 (1) 70 73 6 40 140 5354 Anthracene 0.50 mg/kg 0 (1)--. 65 69 5 40 140 5357 Benzo(a)anthr < 0.50 acene 0.50 mg/kg 0 (1) 69 72 3 40 140 5361 Benzo(a)pyren < 0.50 e 0.50 mg/kg 0 (1) 69 73 6 40 140 5359 Benzo(b)fluor < 0.50 anthene 0.50 mg/kg < 0.50 mg/kg 0 (1) 65 68 5 40 140 5364 Benzo(g,h,i)perylene 0.50 mg/kg < 0.50 mg/kg 0 (1) = 69 71 3 40 140 5360 Benzo(k)fluoranthene 0.50 mg/kg < 0.50 mg/kg 0 (1) 80 81 2 40 140 5358 Chrysene 0.50 mg/kg < 0.50 mg/kg 0 (1) 69 70 2 40 140 5363 Dibenzo(a,h)anthracene 0.50 mg/kg < 0.50 mg/kg 0 (1) 66 68 3 40 140 5355 Fluoranthene 0.50 mg/kg < 0.50 mg/kg 0 (1) 70 73 3 40 140 5352 Fluorene 0.50 mg/kg 0 (1) 71 74 5 40 140 5362 Indeno(1,22/39 < 0.50 cd)pyrene 0.50 mg/kg < 0.50 mg/kg 0 (1) 67 70 3 40 140 5349 Napthalene 0.50 mg/kg < 0.50 mg/kg 0 (1) 69 73 5 40 140 (1) The result for one or both determinations was less than five times the LOQ. (2) The background result was more than four times the spike added. 5353 Phenanthrene 0.50 mg/kg < 0.50 mg/kg 0 (1) 70 72 4 40 140 5356 Pyrene 0.50 mg/kg < 0.50 mg/kg 0 (1) 65 73 12 40 140 8395 2-Methylnapthalene 0.50 mg/kg 0 (1) 66 70 6 40 140 8396 C9 to C18 Alg < 0. phatics 50 3.0 mg/kg 0 (1) 76 87 14 40 140 8397 C19 to C36/Al < 3.0 iphatics 5.0 mg/kg < 5.0 mg/kg 0 (1) 77 88 13 40 140 8398 C11 to C22 Aromatics 4.0 mg/kg < 4.0 mg/kg 0 (1) 73 75 2 40 140 Questions? Contact your Client Services Representative De Brooks at (717) 656.2300 Lancaster Laboratories Respectfully Submitted Thomas C. Lehman. Ph.D. M. Z m 8 E R 2425 New Holland Pike Group Leader, Petrol. Analysis PO Box 12425 Lancaster,PA 17605-2425 Lancaster Laboratories is a subsidiary of Thermo TerraTech Inc..a Thermo Electron Company. 717.656-2300 tax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2216 :tev.: - s Lancaster Laboratories Where quality is a science. LLI Sample No. sw 3158008 Collected: 5/20/99 at 13:20 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Excavation Bottom Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis. MA SAMPLE SAMPLE _ DUP MS LCS LCS LCS LIMITS LOQ UNITS- BLANK RPD MS _ MSD RPO LCS OUP RPD LOW HIGH ----------------------------------- 8765 MA - VPH soils Batch: 99158A99 ................................... 8766 Benzene 0.020 mg/kg ` 0.020 mg/kg 93 93 0 70 130 - 8767 Toluene 0.020 mg/kg 101 100 1 70 130 8768 Ethylbenzeneg < 0.020 0.020 mg/kg < 0.020 mg/kg 97 96 1 70 130 8769 m.p-Xylenes., 8770 0o-X0ylene mg/kg ` 0.040 mg/kg 96 96 1 70 130 0.020 mg/kg 98 97 1 70 130 . 8771 Methyl t mg/kg ` 0.020 l ether 0.050 mg/kg 86 88 2 70 130 8772 Naphthalene ` 0.050 0.050 mg/kg < 0.050 mg/kg 82 84 3 70 130 8773 C5-C8 Aliphatic Hydrocarbons 1.0 mg/kg < 1.0 mg/kg 116 110 6 70 130 8774 C9-C12 Aliphatic Hydrocarbons 1.0 mg/kg < 1.0 mg/kg 94 91 3 70 130 8775 C9-C10 Aromatic Hydrocarbons 1.0 mg/kg < 1.0 mg/kg 99 99 1 70 130 (1) The result for one or both determinations was less than five times the LOQ. SURROGATE SUMMARY --------------------------_-_-_-_-_ _ _-_-_-_-_-_-_-_ SURROGATE LIMITS TRIAL ID SURROGATE RECOVERY X LOW HIGH 5332 MA EPH - Soils Cl-Octadec 76 40 140 o-terpheny 77 40 140 2-Fbiphnyl 82 40 140 8765 MA - VPH soils TFT-P 63 65 121 TFT-F 78 49 128 LABORATORY CHRONICLE CAT ANALYSIS NO ANALYSIS NAME METHOD TRIAL ID DATE AND TIME ANALYST 1646 Barium SW-846 6010E 1 06/01/99 1409 Eric Walter Cuba 1649 Cadmium SW-846 6010E 1 06/01/99 1409 Eric Walter Cuba 1651 Chromium SW-846 6010E 1 06/01/99 1409 Eric Walter Cuba 1655 Lead SW-846 6010E 1 06/01/99 1409 Eric Walter Cuba Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Lancaster Laboratories Respectfully Submitted Thomas C. Lehman. Ph.D. M E M g g R 2425 New Hoiland Pike Group Leader. Petrol. Analysis PO Box 12425 ancaster.PA 17605-2425 Lancaster laboratories is a subsidiary of Thermo TerraTech Inc..a Thermo Electron company. 717.656-2300 ax:717-656-2681 ;ee reverse side for explanation of symbols and abbreviations. 2216 Rev. :- Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158008 Collected: 5/20/99 at 13:20 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.; Suite 450 Discard: 7/10/99 Westborough MA 01581 Excavation Bottom Grab Sail Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis, MA CAT ANALYSIS NO ANALYSIS NAME METHOD TRIAL ID DATE AND TIME ANALYST 1666 Silver SW-846 6010E 1 06/01/99 1409 Eric Walter Cuba 5708 SW SW846 ICP Digest SW-846 3050E 1 05/28/99 0736 Rebekah K. Fox 6935 Arsenic TR SW-846 6010B 1 06/01/99 1409 Eric Walter Cuba 6936 Selenium TR SW-846 6010E 1 06/01/99 1409 Eric Walter Cuba 0159 Mercury SW-846 7471A - 1 06/01/99 2027 Nelli S. Markaryan 5711 SW SW846 fig Digest SW-846 7471A modified 1 05/28/99 1235 Rebekah K. Fox 0111 Moisture EPA 160.3 modified 1 05/24/99 1952 Gabriel Agosto 2168 Extraction - DRO Soil Special MA EPH. 1/98 1 05/25/99 1500 Roxanne M. Roth 5332 MA EPH - Soils MA EPH 1 06/04/99 2320 Robert G. Brown 8765 MA VPH soils MADEP-VPH.modified/8021B 1 06/07/99 1938 Matthew E. Barton Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Respectfully Submitted Lancaster Laboratories Thomas C. Lehman. Ph.D. MEMBER 24U New Holland Pike Group Leader. Petrol. Anal ysi s PO Box 12425 Lancaster.PA 17605-2425 Lancaster Laboratories is a subsidiary of Thermo TerraTech Inc..a Thermo Electron Company.. 717-656-2300 Fax:717-656-2681 See reverse side for explanation of symbols and abbreviations. _2?5 ?ev. Lancaster Laboratories Where quality is a science. LL I S amp 1 e No. sw 3158011 Collected: 5/20/99 at 13:50 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall South-East Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W k# 5L MOBIL: 1449 Iyanough Rd.: Hyannis. MA AS RECEIVED DRY WEIGHT CAT - METHOD METHOD NO. ANALYSIS NAME RESULTS DETECTION LIMIT UNITS RESULTS DETECTION LIM' 7584 PPL + Xylene (total) by 8260 5444 Chloromethane N.O. 100. ug/kg N.D. 110. 5445 Vinyl Chloride N.D. 100. ug/kg N.D. 110. 5446 Bromomethane N.D. 150. ug/kg N.D. 160. 5447 Chloroethane N.D. 150. ug/kg N.D. 160. 5448 Trichlorofluoromethane N.D. 100. ug/kg N.D. 110. 7586 Acrolein N.D. 1.000. ug/kg N.D. 1.100. 5449 1,1-Oichloroethene N.O. 100. ug/kg N.D. 110. 5450 Methylene Chloride N.D. 100. ug/kg N.D. 110. 7587 Acrylonitrile N.D. 500. ug/kg N.D. 540. 5451 trans-1.2-Dichloroethene N.D. 100. ug/kg N.D. 110. 5452 1,1-Dichloroethane N.D. 50. ug/kg N.O. 54. 5454 cis-1.2-Dichloroethene N.D. 100. ug/kg N.D. 110. 5455 Chloroform N.D. 50. ug/kg N.D. 54. 5461 1.2-Dichloroethane N.D. 100. ug/kg N.D. 110. 5457 1.1.1-Trichloroethane _ N.D. 50. ug/kg N.D. 54. 5458 Carbon Tetrachloride N.D. 50. ug/kg = N.D. 54. 5460 Benzene N.D. 50. ug/kg N.O. 54. 5462 Trichloroethene N.D. 50. ug/kg N.D. 54. 5463 1.2-Dichloropropane N.D. 150. ug/kg N.D. 160. 5465 Bromodichloromethane N.D. 100. ug/kg N.D. 110. 7585 2-Chloroethyl Vinyl Ether N.D. 100. ug/kg N.D. 110. 6298 cis-1.3-Dichloropropene N.D. 50. ug/kg N.D. 54. 6297 trans-1,3-Dichloropropene N.D. 50. ug/kg N.D. 54. 5467 1.1,2-Trichloroethane N.D. 100. ug/kg N.D. 110. 5470 Dibromochloromethane N.D. 50. ug/kg N.D. 54. 5478 Bromoform N.D. 50. ug/kg N.D. 54. 5466 Toluene 110. J 50. ug/kg 120. J 54. 5468 Tetrachloroethene N.D. 50. ug/kg N.D. 54. 5472 Chlorobenzene N.D. 50. ug/kg N.D. 54. 5474 Ethylbenzene N.D. 50. ug/kg N.D. 54. 6301 Xylene (Total) N.D. 50. ug/kg N.D. 54. 5480 1,1.2,2-Tetrachloroethane N.D. 50. ug/kg N.D. 54. The analysis for volatiles was performed on a sample which was preserved in methanol. The reporting limits were adjusted appropriately. Sufficient sample volume was not available to perform a MS/MSD for this analysis. Therefore, a LCS/LCSD was performed to demonstrate precision and accuracy at a batch level. 1 COPY TO GES-MA ATTN: Mr. Mark Fisher Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 06:38:27 D 0001 6 130270 667033 220 0.00 00015400 ASR000 ancasterlaboratories Respectfully Submitted Thomas C. Lehman. Ph.D. ,vl E M 9 E R 2425 New Holland Pike pup Leader. Petrol. Anal ysi s ?O Box 12425 ancaster.PA 17605-2425 Lancaster Laboratories is a subsidiary of Thermo TertaTech Inc.a Thermo Electron Company. 22t 6 Rev. ,17-656-2300 Fax:717-656-2681 See reverse side for explanation of symbols and abbreviations. ; Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158011 Collected: 5/20/99 at 13:50 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/2Z/99 Reported: 6/ 9/99 1800 West Park Dr.; Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall South-East Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.; Hyannis. MA AS RECEIVED DRY WEIGHT CAT METHOD METHOD NO. ANALYSIS NAME RESULTS DETECTION LIMIT UNITS RESULTS DETECTION LIM! 0118 Moisture 8.07 0.080 X by wt. c.=.o_=.='_'_'='=•c_=.a.=.a.a.=.=.=.a.=.=__._.=.=.a.z.3.=.3.a.a.a.=.a.�.s.=.a.a.=.a.3.a_o.3.=.=_a.=_a.=.a.a.o.=.=-_'_-_-_-_-_-_--- QUALITY CONTROL REPORT SAMPLE SAMPLE OUP MS LCS LCS LCS LIMITS MDL UNITS BLANK RPD MS MSD RPD LCS OUP RPD LOW HIGH ................................... 7584 PPL + Xylene (total) by 8260 Batch: J991521AB ................................... 5444 Chloromethane 100. ug/kg = N.D. 99 104 4 48 130 5445 Vinyl Chloride 100. ug/kg N.D. 100 109 8 60 127 5446 Bromomethane 150. ug/kg N.D. 92 98 5 46 134 5447 Chloroethane 150. ug/kg N.D. 109 104 4 30 142 5448 Trichlorofluoromethane 100. ug/kg N.D. 72 97 30 39 135 7586 Acrolein 1.000. ug/kg N.D. 99 96 3 1 149 5449 1.1-Dichloroethene 100. ug/kg N.D. 109 105 4 69 146 5450 Methylene Chloride 100. ug/kg N.D. 107 104 3 69 126 7587 Acrylonitrile 500. ug/kg N.D. 113 108 5 62 130 5451 trans-1.2-Dichloroethene 100. ug/kg N.D. 105 103 2 73 126 5452 1.1-Dichloroethane 50. ug/kg N.D. 109 106 2 81 130 5454 cis-1.2-Dichloroethene 100. ug/kg N.D. 106 104 1 84 123 5455 Chloroform 50. ug/kg N.D. 104 103 1 82 123 5461 1.2-Dichloroethane 100. ug/kg N.D. 105 107 1 81 123 5457 1.1.1-Trichloroethane 50. ug/kg N.D. 104 104 0 84 132 Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Lancaster Laboratories Respectfully Submitted Thomas C. Lehman. Ph.D. M c :v1 3 E R 2425 New Holland Pike PO Box 12425 Group Leader. Petrol. Analysis Lancaster,PA 17605-2425 Lancaster Laboratories is a subsidiary of Thermo TerraTech Inc..a Thermo Electron Company. 717-656-2300 Fax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2216 Rev. :; Lancaster Laboratories Where quality is a science. LLI Sp le No. SW 3158011 Collectedam: 5/20/99 at 13:50 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22199 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall South-East Grab Soil Sample LOC# Ol-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis. MA - SAMPLE SAMPLE DUP MS LCS LCS LCS LIMITS MOL UNITS - BLANK RPO MS MSD RPO LCS OUP RPD LOW HIGH 5458 Carbon Tetrachloride ` 5460 50 Benzene. ug/kg N.D. 104 104 1 78 129 50. ug/kg N.D. 109 107 2 77 126 5462 Trichloroethene 50. ug/kg N.D. 108 109 1 81 123 5463 1.2-Dichloropropane 150. ug/kg N.D. 113 110 3 77 127 5465 Bromodichloromethane 100. ug/kg N.D. 105 105 1 80 121 7585 2-Chloroethyl Vinyl Ether 100. ug/kg N.D. 111 108 3 66 125 6298 cis-1.3-Dichloropropene 50. ug/kg N.D. 107 106 2 79 126 6297 trans-1,3-Dichloropropene 50. ug/kg N.D. 108 107 1 69 131 5467 1.1.2-Trichloroethene 100. ug/kg N.D. 110 108 2 81 124 5470 Dibromochloromethane 50. ug/kg N.D. 104 102 1 80 120 5478 Bromoform 50. ug/kg N.D. 104 104 0 73 120 5466 Toluene 50. ug/kg N.D. 122 109 11 74 128 5468 Tetrachloroethene 50. ug/kg N.D. 116 116 0 83 150 5472 Chlorobenzene 50. ug/kg N.D. 109 107 2 81 121 5474 Ethylbenzene 50. ug/kg N.D. 115 111 4 86 129 6301 Xylene (Total) 50. ug/kg N.D. 112 109 3 88 128 5480 1.1,2.2-Tetrachloroethane 50. ug/kg N.D. 104 102 2 70 124 0118 Moisture 0.080 X by wt. SURROGATE SUMMARY SURROGATE LIMITS TRIAL ID SURROGATE RECOVERY X LOW HIGH 7584 PPL + Xylene (total) by 8260 DBFM 111 80 120 Questions? Contact your Client Services Representative De Brooks at (717) 656.2300 Lancaster laboratories Respectfully SubmittedThomas C. Lehman, Ph.D. M. E M 8 E R 2425 New Holland Pike Group Leader, Petrol. Analysis PO Box 12425 Lancaster,PA 17605-2425 Lancaster laboratories is a subsidiary of Thermo TerraTech Inc..a Thermo Electron Company. 717.656.2300 rax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2216 .zev. :: Lancaster Laboratories Where quality is a science. LLI sample No. sw 3158011 Collected: -5/20/99 at 13:50 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall South-East Grab Sail Sample LOU 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis, MA SAMPLE SAMPLE OUP MS LCS LCS LCS LIMITS MOL UNITS BLANK RPD MS MSD RPD LCS DUP RPO LOW HIGH d4-1,2-DCA 105 80 120 d8-toluene 107 81 117 4-BFB 110 74 121 .�.�.1.�.�.�.3.3.�.�.3.�.�.3.3.J.�.3.3.3•�.9.�.3.3.�.3.�.3.�.3.J.3.�.J.9.J.3.3.3.5.3.3.3.�.3.�.3.J.�.�.3.�.J.�.�.�.�.�.�.�.�.�._._ LABORATORY CHRONICLE CAT ANALYSIS NO ANALYSIS NAME METHOD TRIAL ID DATE AND TIME ANALYST 7584 PPL + Xylene (total) by 8260 SW-846 8260E 1 06/02/99 0555 Christina R. Sharland 0118 _Moisture EPA_160 3_modified 1_-_-_-_-_ 05/24/99 1952 _Gabriel_Agosto Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Respectfully Submitted Lancaster Laboratories Thomas C. Lehman, Ph.D. M E M 13 E R 2425 New Holland Pike Group Lead, Petrol. Anal ysi s La Box 12425 La� ncaster,PA 17605-2425 Lancaster laboratories is a subsidiary of Thermo TerraTeth Inc,a Thermo Electron Company. 717-656.2300 Fax:717-656-2681 See reverse side for explanation of symbols and abbreviations. _216 ,Rev._. 0 Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158010 Collected: 5/20/99 at 13:50 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall South-East Grab Soil Samle LOC# 01-QJN PRCA# NE1014535W PFCJ 5L MOBIL: 1449 Iyanough Rd.: Hyannis. MA AS RECEIVED - DRY WEIGHT CAT LIMIT OF LIMIT OF NO. ANALYSIS NAME RESULTS , QUANTITATION UNITS RESULTS QUANTITATION 1646 Barium < 9.9 9.9 mg/kg < 11. 11. 1649 Cadmium < 2.0 2.0 mg/kg < 2.2 2.2 1651 Chromium 6.6 4.0 mg/kg 7.2 4.3 1655 Lead < 9.9 9.9 mg/kg < 11. 11. 1666 Silver < 2.0 2.0 mg/kg < 2.2 2.2 6935 Arsenic TR 1.8 1.0 mg/kg 2.0 1.1 6936 Selenium TR < 1.0 1.0 mg/kg < 1.1 1.1 0159 Mercury < 0.100 0.100 mg/kg < 0.11 0.11 0111 Moisture 8.07 0.50 X by wt. "Moisture" represents the loss in weight of the sample after oven drying at 103 - 105 degrees Celsius. 5332 MA EPH Soils 5351 Acenaphthene---------------------_-_-_-_-=-<'0.50=-=-=-=-=0.50-=-=-=mg/kg -_-_-_•_-_-_-_-_-_-=-<'0.54 -_-=-=-0.54 -_-_- 5350 Acenaphthylene < 0.50 0.50 mg/kg < 0.54 .0.54 5354 Anthracene < 0.50 0.50 mg/kg < 0.54 0.54 5357 Benzo(a)anthracene < 0.50 0.50 mg/kg < 0.54 0.54 5361 Benzo(a)pyrene < 0.50 0.50 mg/kg < 0.54 0.54 5359 Benzo(b)fluoranthene < 0.50 0.50 mg/kg < 0.54 0.54 5364 Benzo(g.h.i)perylene < 0.50 0.50 mg/kg < 0.54 0.54 5360 Benzo(k)fluoranthene < 0.50 0.50 mg/kg < 0.54 0.54 5358 Chrysene < 0.50 0.50 mg/kg < 0.54 0.54 5363 Dibenzo(a.h)anthracene < 0.50 0.50 mg/kg < 0.54 0.54 5355 Fluoranthene < 0.50 0.50 mg/kg < 0.54 0.54 5352 Fluorene < 0.50 0.50 mg/kg < 0.54 0.54 5362 Indeno(1.2.3-cd)pyrene < 0.50 0.50 mg/kg < 0.54 0.54 5349 Napthalene < 0.50 0.50 mg/kg < 0.54 0.54 5353 Phenanthrene < 0.50 0.50 mg/kg < 0.54 0.54 5356 Pyrene < 0.50 0.50 mg/kg < 0.54 0.54 8395 2-Methylnapthalene < 0.50 0.50 mg/kg < 0.54 0.54 8396 C9 to C18 Aliphatics < 3.0 3.0 mg/kg < 3.3 3.3 8397 C19 to C36 Aliphatics < 5.0 5.0 mg/kg < 5.4 5.4 8398 C11 to C22 Aromatics < 4.0 4.0 mg/kg < 4.4 4.4 The C11-C22 Aromatic data does include the target PAH compounds. Because the reported value is less than the limit of quantitation, correction is not applied. 8765 MA - VPH soils 1 COPY TO GES-MA ATTN: Mr. Mark Fisher Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 06:36:52 D 0001 6 130270 667033 220 0.00 00067840 ASR000 Respectfully Submitted Lancaster laboratories Michele Turner. B.A. w E vt 3 E R 2425 New Holland Pike Manager. Volatiles PO Box 12425 , Lancaster,PA 17605-2425 Lancaster Laboratories is a subsidiary of Thermo TerraTecb Inc..a Thermo Electron Company. 717-656-2300 Fax:717-656-2681 See reverse side for explanation of svmbois and abbreviations. 2216 Aev. :::_ Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158010 Collected: 5/20/99 at 13:50 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.; Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall South-East Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.; Hyannis. MA AS RECEIVED DRY WEIGHT CAT LIMIT OF LIMIT OF NO. ANALYSIS NAME RESULTS , QUANTITATION UNITS RESULTS QUANTITATION 8766 Benzene < 0.020 0.020 mg/kg < 0.022 0.022 8767 Toluene 0.022 0.020 mg/kg 0.024 0.022 8768 Ethylbenzene < 0.020 0.020 mg/kg < 0.022 0.022 8769 m.p-Xylenes < 0.040 0.040 mg/kg < 0.044 0.044 8770 o-Xylene < 0.020 0.020 mg/kg < 0.022 0.022 8771 Methyl t-butyl ether < 0.050 0.050 mg/kg < 0.054 0.054 8772 . Naphthalene < 0.050 0.050 mg/kg < 0.054 0.054 8773 C5-C8 Aliphatic Hydrocarbons < 1.0 1.0 mg/kg < 1.1 1.1 8774 C9-C12 Aliphatic Hydrocarbons < 1.0 1.0 mg/kg < 1.1 1.1 8775 C9-C10 Aromatic Hydrocarbons < 1.0 1.0 mg/kg < 1.1 1.1 The concentrations of individual target analytes and the surrogate standard have been subtracted from the concentrations of the appropriate hydrocarbon = ranges as specified by the method. QUALITY CONTROL REPORT ----------------------_-_-_-_-_-_-_-_-_-_-_-_-_-_ SAMPLE SAMPLE OUP MS LCS LCS LCS LIMITS LOQ UNITS BLANK RPD MS MSD RPD LCS DUP RPD LOW HIGH 1646 Barium 9.9 mg/kg < 10. mg/kg 15 108 112 3 104 56 143 1649 Cadmium 2.0 mg/kg 0 (1) 95 96 0 101 55 145 1651 Chromium/kg < 2.0 4.0 mg/kg < 4.0 mg/kg 0 (1) 77 110 15 110 69 131 1655 Lead 9.9 mg/kg < 10. mg/kg 1 -62 182 (2) 21 103 60 140 1666 Silver 2.0 mg/kg < 2.0 mg/kg 0 (1) 107 107 0 103 57 144 6935 Arsenic TR 1.0 mg/kg < 1.0 mg/kg 5 95 94 0 108 62 138 6936 Selenium TR 1.0 mg/kg < 1.0 mg/kg 0 (1) 94 94 0 102 65 134 0159 Mercury 0.100 mg/kg < 0.10 mg/kg 0 (1) 80 95 17 95 49 151 0111 Moisture 0.50 X by wt. 13 100 100 0 99 101 ................................... 5332 MA EPH - Soils Batch: 991450002A Q155 ................................... 5351 Acenaphthene Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Lancaster laboratories Respectfully Submitted Thomas C. Lehman. Ph.D. MEMBER =425 New Holland Pike Group Leader. Petrol. Anal ysi s PO Box 12425 ancaster,PA 17605-2425 Lancaster laboratories is a subsidiary of Thermo TerraTech Inc-a Thermo Electron Company. 717.556-2300 =ax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2216 Rev. _ Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158010 Collected: 5/20/99 at 13:50 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.; Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall South-East Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.; Hyannis. MA SAMPLE SAMPLE DUP MS LCS LCS LCS LIMITS LOQ- UNITS _ BLANK RPD MS MSD RPO LCS DUP RPD LOW HIGH 0.50 mg/kg < 0.50 mg/kg 0 (1) 70 73 5 40 140 5350 Acenaphthylene 0.50 mg/kg 0 (1) 70 73 6 40 140 5354 Anthracene/kg < 0.50 0.50 mg/kg < 0.50 mg/kg 0 (1) 65 69 ,5 40 140 5357 Benzo(a)anthracene 0.50 mg/kg < 0.50 mg/kg 0 (1) 69 72 3 40 140 5361 Benzo(a)pyrene 0.50 mg/kg < 0.50 mg/kg 0 (1) 69 73 6 40 140 5359 Benzo(b)fluoranthene 0.50 mg/kg < 0.50 mg/kg 0 (1) 65 68 5 40 140 5364 Benzo(g,h.i)perylene 0.50 mg/kg < 0.50 mg/kg 0 (1) 69 71 3 40 140 5360 Benzo(k)fluoranthene 0.50 mg/kg < 0.50 mg/kg 0 (1) 80 81 2 40 140 5358 Chrysene 0.50 mg/kg < 0.50 mg/kg 0 (1) 69 70 2 40 140 5363 Dibenzo(a,h)anthracene 0.50 mg/kg < 0.50- mg/kg = 0 (1) 66 68 3 40 140 5355 Fluoranthene 0.50 mg/kg < 0.50 mg/kg 0 (1) 70 73 3 40 140 5352 Fluorene 0.50 mg/kg < 0.50 mg/kg 0 (1) 71 74 5 40 140 5362 Indeno(1,2.3-cd)pyrene 0.50 mg/kg < 0.50 mg/kg 0 (1) 67 70 3 40 140 5349 Napthalene 0.50 mg/kg < 0.50 mg/kg 0 (1) 69 73 5 40 140 (1) The result for one or both determinations was less than five times the LOQ. (2) The background result was more than four times the spike added. 5353 Phenanthrene 0.50 mg/kg < 0.50 mg/kg 0 (1) 70 72 4 40 140 5356 Pyrene 0.50 mg/kg < 0.50 mg/kg 0 (1) 65 73 12 40 140 8395 2-Methylnapthalene 0.50 mg/kg < 0.50 mg/kg 0 (1) 66 70 6 40 140 8396 C9 to C18 Aliphatics 3.0 mg/kg < 3.0 mg/kg 0 (1) 76 87 14 40 140 8397 C19 to C36 Aliphatics 5.0 mg/kg < 5.0 mg/kg 0 (1) 77 88 13 40 140 8398 C11 to C22 Aromatics 4.0 mg/kg < 4.0 mg/kg 0 (1) 73 75 2 40 140 Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Lancaster laboratories Respectfully Submitted Gro C. .\4 ` nA B E FR 2425 New Holland Pike Lehman. Ph.D. Po Box 1242s Grouupp Leader, Petrol. Analysis '�iiir•7 Lancaster,PA 17605-2425 Lancaster Laboratories is a subsidiary of Thermo Terraiech Inc..a Thermo Electron Company. 717.656-2300 =ax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2216 Rev. A Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158010 Collected: 5/20/99 at 13:50 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall South-East Grab Soil Sample LOC# O1-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis. MA _ SAMPLE SAMPLE DUP MS LCS LCS LCS LIMITS LOQ UNITS BLANK RPO MS MSD RPO LCS DUP RPD LOW HIGH ----------------------------------- 8765 MA - VPH soils Batch: 99158A99 ----------------------------------- 8766 Benzene 0.020 mg/kg < 0.020 mg/kg 93 93 0 70 130 8767 Toluene .020 mg/kg < 0.020 mg/kg 101 100 1 70 130 8768 Ethylbenzene 0.020 mg/kg < 0.020 mg/kg 97 96 1 70 130 8769 m.p-Xylenes 0.040 mg/kg < 0.040 mg/kg 96 96 1 70 130 8770 o-Xylene 0.020 mg/kg < 0.020 mg/kg 98 97 = 1 70 130 8771 Methyl t-butyl ether 8772 0Naphthal.050 < 0.050 mg/kg 86 88 2 70 130 0.050 mg/kg < 0.050 mg/kg 82 84 3 70 130 8773 CS-C8 Aliphatic Hydrocarbons 1.0 mg/kg <1.0 mg/kg 116 110 6 70 130 8774 C9-C12 Aliphatic Hydrocarbons 1.0 mg/kg < 1.0 mg/kg 94 91 3 70 130 8775 C9-C10 Aromatic Hydrocarbons 1.0 mg/kg < 1.0 mg/kg 99 99 1 70 130 (1) The result for one or both determinations was less than five times the LOQ. SURROGATE SUMMARY---------------------------_-_-_-_-_-_-_-_-_-_-_-_-_-_ SURROGATE LIMITS TRIAL ID SURROGATE RECOVERY X LOW HIGH 5332 MA EPH - Soils Cl-Octadec 79 40 140 o-terpheny 56 40 140 2-Fbiphnyl 60 40 140 8765 MA VPH soils TFT-P 90 65 121 TFT-F 110 49 128 LABORATORY CHRONICLE CAT ANALYSIS NO ANALYSIS NAME METHOD TRIAL ID DATE AND TIME ANALYST 1646 Barium SW-846 6010E 1 06/01/99 1414 Eric Walter Cuba 1649 Cadmium SW-846 6010E 1 06/01/99 1414 Eric Walter Cuba 1651 Chromium SW-846 60108 1 06/01/99 1414 Eric Walter Cuba 1655 Lead SW-846 6010B 1 06/01/99 1414 Eric Walter Cuba Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Respectfully Submitted Lancaster Laboratories Thomas C. Lehman, Ph.D. M E M 8 E R 2425 New Holland Pike Group Leader. Petrol. Analysis La cox 12425 Lancaster, � ncaster.PA:7605-2425 Lancaster Laboratories is a subsidiary of Thermo TerrdTedl Inc.,a Thermo Electron Company. 717.656.2200 =ax:717-656.2681 See reverse side for explanation of symbols and abbreviations. 2216 Rev.;! — • Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158010 Collected: 5/20/99 at 13:50 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.. Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall South-East Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.. Hyannis. MA CAT ANALYSIS NO ANALYSIS NAME METHOD TRIAL ID DATE AND TIME ANALYST 1666 Silver SW-846 6010E 1 06/01/99 1414 Eric Walter Cuba 5708 SW SW846 ICP Digest SW-846 3050B 1 05/28/99 0736 Rebekah K. Fox 6935 Arsenic TR SW-846 6010B 1 06/01/99 1414 Eric Walter Cuba 6936 Selenium TR SW-846 6010B 1 06/01/99 1414 Eric Walter Cuba 0159 Mercury SW-846 7471A 1 06/01/99 2028 Nelli S. Markaryan 5711 SW SW846 Hg Digest SW-846 7471A modified 1 05/28/99 1235 Rebekah K. Fox 0111 Moisture EPA 160.3 modified 1 05/24/99 1952 Gabriel Agosto 2168 Extraction - ORO Soil Special MA EPH, 1/98 1 05/25/99 1500 Roxanne M. Roth 5332 MA EPH . Soils MA EPH 1 06/05/99 0056 Robert G. Brown 8765 MA VPH soils MADEP-VPH.modified/8021B 1 06/07/99 2020 Matthew E. Barton Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 l Respectfully Submitted Lancaster Thomas C. Lehman, Ph.D. MEMBER 2425 New Holland Pike Group Leader, Petrol. Analysis PO Box 12425 � jncaster,PA 17605.2425 Lancaster laboratories is a subsidiary of Thermo TerraTech Inc..a fienno Electron Company. 717.656-2300 Fax:717-656d681 See reverse side for explanation of symbols and abbreviations. 2215 __ Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158013 Collected: 5/20/99 at 14:20 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall North-West Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis, MA AS RECEIVED DRY WEIGHT CAT METHOD METHOD NO. ANALYSIS NAME RESULTS , DETECTION LIMIT UNITS RESULTS DETECTION LIP 7584 PPL + Xylene (total) by 8260 5444 Chloromethane N.D. 100. ug/kg N.D. 110. 5445 Vinyl Chloride N.D. 100. ug/kg N.D. 110. 5446 Bromomethane N.D. 150. ug/kg N.D. 160. 5447 Chloroethane N.D. 150. ug/kg N.D. 160. 5448 Trichlorofluoromethane N.O. 100. ug/kg N.D. 110. 7586 Acrolein N.D. 1.000. ug/kg N.D. 1.100, 5449 1.1-Dichloroethene N.D. 100. ug/kg N.D. 110. 5450 Methylene-Chloride N.D. 100. ug/kg N.D. 110. 7587 Acrylonitrile N.D. 500. ug/kg N.D. 550. 5451 trans-1.2-Dichloroethene N.D. 100. ug/kg N.U. 110. 5452 1.1-Dichloroethane N.D. 50. ug/kg N.D'. 55. 5454 cis-1.2-Dichloroethene N.D. 100. ug/kg N.D. 110. 5455 Chloroform N.D. 50. ug/kg N.D. 55. 5461 1.2-Dichloroethane N.D. 100. ug/kg N.D. 110. 5457 1.1.1-Trichloroethane N.D. 50. ug/kg N.D. 55. 5458 Carbon Tetrachloride N.D. 50. ug/kg N.D. 55. 5460 Benzene N.D. 50. ug/kg N.D. 55. 5462 Trichloroethene N.D. 50. ug/kg N.D. 55. 5463 1.2-Dichloropropane N.D. 150. ug/kg N.D. 160. 5465 Bromodichloromethane N.D. 100. ug/kg N.D. 110. 7585 2-Chloroethyl Vinyl Ether N.D. 100. ug/kg N.D. 110. 6298 cis-1.3-Dichloropropene N.D. 50. ug/kg N.D. 55. 6297 trans-1.3-Dichloropropene N.D. 50. ug/kg N.D. 55. 5467 1.1.2-Trichloroethane N.D. 100. ug/kg N.D. 110. 5470 Dibromochloromethane N.D. 50. ug/kg N.D. 55. 5478 Bromoform N.D. 50. ug/kg N.D. 55. 5466 Toluene 53. J 50. ug/kg 58. J 55. 5468 Tetrachloroethene N.D. 50. ug/kg N.O. 55. 5472 Chlorobenzene N.D. 50. ug/kg N.D. 55. 5474 Ethylbenzene N.D. 50. ug/kg N.D. 55. 6301 Xylene (Total) N.D. 50. ug/kg N.D. 55. 5480 1.1.2.2-Tetrachloroethane N.D. 50. ug/kg N.D. 55. The analysis for volatiles was performed on a sample which was preserved in methanol. The reporting limits were adjusted appropriately. Sufficient sample volume was not available to perform a MS/MSD for this analysis. Therefore. a LCS/LCSD was performed to demonstrate precision and accuracy at a batch level. 1 COPY TO GES-MA ATTN: Mr. Mark Fisher Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 06:40:49 0 0001 6 130270 667033 220 0.00 00015400 ASR000 Respectfully Submitted Lancaster Laboratories Thomas C. Lehman. Ph.D. .M = •4 3 =_ R 2425 New Holland Pike Group Leader. Petrol. Analysis 20 Box 12425 La � ancaster.PA 17605-2425 Lancaster Laboratories is a subsidiary of Thermo TerraTech Inc.a Thermo Electron Company. '17-656-2300 Fax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2216 Rev.D: Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158013 Collected: 5/20/99 at 14:20 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.; Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall North-West Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.; Hyannis, MA AS RECEIVED DRY WEIGHT CAT METHOD DRY NO. - ANALYSIS NAME RESULTS DETECTION LIMIT UNITS RESULTS DETECTION LIMI 0118 Moisture _ _ _ 8.59 0.080 X by wt. QUALITY CONTROL REPORT.. SAMPLE SAMPLE OUP MS LCS LCS LCS LIMITS MDL UNITS BLANK RPD MS MSD RPD- LCS OUP RPD LOW HIGH 7584 PPL + Xylene (total) by 8260 Batch: J991521AB ----------------------------------- 5444 Chloromethane 100. ug/kg N.D. 99 104 4 . 48 130 5445 Vinyl Chloride 100. ug/kg N.D. 100 109 8 60 127 5446 Bromomethane 150. ug/kg N.D. 92 98 5 46 134 5447 Chloroethane 150. ug/kg = N.D. 109 104 4 30 142 5448 Trichlorofluoromethane 100. ug/kg N.D. 72 97 30 39 135 7586 Acrolein 1,000. ug/kg N.D. 99 96 3 1 149 5449 1,1-Dichloroethene 100. ug/kg N.D. 109 105 4 69 146 5450 Methylene Chloride 100. ug/kg N.D. 107 104 3 69 126 7587 Acrylonitrile 500. ug/kg N.D. 113 108 5 62 130 5451 trans-1.2-Dichloroethene 100. ug/kg N.D. 105 103 2 73 126 5452 1.1-Dichloroethane 50. ug/kg N.D. 109 106 2 81 130 5454 cis-1.2-Dichloroethene 100. ug/kg N.D. 106 104 1 84 123 5455 Chloroform 50. ug/kg N.D. 104 103 1 82 123 5461 1.2-Dichloroethane 100. ug/kg N.D. 105 107 1 81 123 5457 1.1.1-Trichloroethane 50. ug/kg N.D. 104 104 0 84 132 Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Respectfully Submitted Lancaster Laboratories Thomas C. Lehman. Ph.D. vt = M a E R 2425 New Holland Pike Group Leader. Petrol. Analysis La Box 12425 Lancaster. ncastet PA 17605.2425 Lancaster laboratories is a subsidiary of-Thermo TerraTedr Inc,a Thermo Electron Company. 717-656-2300 -ax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2216 122 i Lancaster Laboratories Where quality is a science. LLI sample No. sw 3158013 Collected: 5/20/99 at 14:20 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall North-West Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis. MA SAMPLE SAMPLE DUP MS LCS LCS LCS LIMITS MDL UNITS BLANK RPO -MS MSO RPD LCS DUP RPD LOW HIGH 5458 Carbon Tetrachloride 5460 50 Benzene. ug/kg N.D. 104 104 1 78 129 50. ug/kg N.D. 109 107 2 77 126 5462 Trichloroethene 50.. ug/kg N.D. 108 109 1 81 123 5463 1.2-Dichloropropane 150. ug/kg N.D. 113 110 3 77 127 5465 Bromodichloromethane 100. ug/kg N.D. 105 105 1 80 121 7585 2-Chloroethyl Vinyl Ether 100. ug/kg N.D. 111 108 3 66 125 6298 cis-1.3-Dichloropropene 50. ug/kg N.D. 107 106 2 79 126 6297 trans-1,3-Di chloropropene 50. ug/kg N.D. 108 107 1 69 131 5467 1.1.2-Trichloroethane 100. ug/kg N.D. 110 108 2 81 124 5470 Dibromochloromethane 50. ug/kg N.D. 104 102 1 80 120 5478 Bromoform 50. ug/kg N.D. 104 104 0 73 120 5466 Toluene 50. ug/kg N.D. 122 109 11 74 128 5468 Tetrachloroethene 50. ug/kg N.D. 116 116 0 83 150 5472 Chlorobenzene 50. ug/kg N.D. 109 107 2 81 121 5474 Ethylbenzene 50. ug/kg N.D. 115 111 4 86 129 6301 Xylene (Total) 50. ug/kg N.D. 112 109 3 88 128 5480 1.1.2.2-Tetrachloroethane 50. ug/kg N.D. 104 102 2 70 124 0118 Moisture 0.080 % by wt. SURROGATE SUMMARY SURROGATE LIMITS TRIAL ID SURROGATE RECOVERY X LOW HIGH 7584 PPL + Xylene (total) by 8260 DBFM 106 80 120 Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Respectfully Submitted Lancaster Pik Thomas C. Lehman. Ph.D. �n = a e a 24z5 New Holland Pike der. Petrol. Analysis Laa sox uazLancasterGroup Lea � ncaster.PA 17605.2425 Lancaster Laboratories is a subsidiary of Thermo Teri'aTedr Inc,a Thermo Electron Company. 717.656-2300 Fax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2216 Rev.D2. Lancaster Laboratories Where quality is a science. LLI sample 1Jo. sw 3158013 Collected: 5/20/99 at 14:20 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22199 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall North-West Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis, MA SAMPLE SAMPLE DUP - MS LCS LCS LCS LIMITS MDL UNITS BLANK RPO MS MSD RPD LCS DUP RPD LOW HIGH d4-1,2-DCA 101 80 120 d8-toluene 103 81 117 4-BFB 105 74 121 LABORATORY CHRONICLE CAT ANALYSIS NO ANALYSIS NAME METHOD TRIAL ID DATE AND TIME ANALYST 7584 PPL + Xylene (total) by 8260 SW-846 82608 1 06/02/99 0642 Christina R. Sharland 0118 Moisture EPA 160.3 modified 1 05/24/99 1952 Gabriel Agosto Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Respectfully Submitted Lancasterlaboratories Thomas C. Lehman. Ph.D. MEMBER 2425 New Holland Pike Group Leader, Petrol. Anal ysi s La Box 12425 La� ncaster,PA 17605-2425 Lancaster laboratories is a subsidiary of Themes TerraTech Inc,a Thermo Electron Company. 717.656-2300 Fax:717.656-2681 See reverse side for explanation of symbols and abbreviations. 2216 Rev.::Z - Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158012 Collected: 5/20/99 at 14:20 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22199 Reported: 6/ 9/99 1800 West Park Or.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall North-West Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis, MA AS RECEIVED DRY WEIGHT CAT - LIMIT OF LIMIT OF NO. ANALYSIS NAME RESULTS - QUANTITATION UNITS RESULTS QUANTITATION 1646 Barium < 9.8 9.8 mg/kg < 11. 11. 1649 Cadmium < 2.0 2.0 mg/kg < 2.1 2.1 1651 Chromium 4.2 3.9 mg/kg 4.6 4.3 1655 Lead < 9.8 9.8 mg/kg < 11. 11. 1666 Silver < 2.0 2.0 mg/kg < 2.1 2.1 6935 Arsenic TR 1.2 1.0 mg/kg 1.4 1.1 6936 Selenium TR < 1.0 1.0 mg/kg < 1.1 1.1 0159 Mercury < 0.100 0.100 mg/kg < 0.11 0.11 0111 Moisture 8.59 0.50 X by wt. "Moisture" represents the loss in weight of the sample after oven drying at 103 - 105 degrees Celsius. 5332 MA EPH---Soils ----------------_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_•_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_- 5351 Acenaphthene---------------------_-_-_-_-=-<-0.50=-=-=-=•=0=50-=-=-=mg/kg -_-_-_-_-_-_-_-_-_-=-<-0.55 -_•=-=-0-55=-=-=- 5350 Acenaphthylene < 0.50 0.50 mg/kg < 0.55 0.55 5354 Anthracene < 0.50 0.50 mg/kg < 0.55 0.55 5357 Benzo(a)anthracene < 0.50 0.50 mg/kg - < 0.55 0.55 5361 Benzo(a)pyrene < 0.50 0.50 mg/kg < 0.55 0.55 5359 Benzo(b)fluoranthene < 0.50 0.50 mg/kg < 0.55 0.55 5364 Benzo(g.h.i)perylene < 0.50 0.50 mg/kg < 0.55 0.55 5360 Benzo(k)fluoranthene < 0.50 0.50 mg/kg < 0.55 0.55 5358 Chrysene < 0.50 0.50 mg/kg < 0.55 0.55 5363 Dibenzo(a.h)anthracene < 0.50 0.50 mg/kg < 0.55 0.55 5355 Fluoranthene < 0.50 0.50 mg/kg < 0.55 0.55 5352 Fluorene < 0.50 0.50 mg/kg < 0.55 0.55 5362 Indeno(1.2,3-cd)pyrene < 0.50 0.50 mg/kg < 0.55 0.55 5349 Napthalene < 0.50 0.50 mg/kg < 0.55 0.55 5353 Phenanthrene < 0.50 0.50 mg/kg < 0.55 0.55 5356 Pyrene < 0.50 0.50 mg/kg < 0.55 0.55 8395 2-Methylnapthaiene < 0.50 0.50 mg/kg < 0.55 0.55 8396 C9 to C18 Aliphatics < 3.0 3.0 mg/kg < 3.3 3.3 8397 C19 to C36 Aliphatics < 5.0 5.0 mg/kg < 5.5 5.5 8398 C11 to C22 Aromatics < 4.0 4.0 mg/kg < 4.4 4.4 The C11-C22 Aromatic data does include the target PAH compounds. Because the reported value is less than the limit of quantitation, correction is not applied. 8765 MA - VPH soils 1 COPY TO GES-MA ATTN: Mr. Mark Fisher Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 06:39:37 D 0001 6 130270 667033 220 0.00 00067840 ASR000 Respectfully Submitted Lancaster Laboratories Michele Turner, B.A. `dl 2 M 3 E R 2425 New Holland Pike Manager, Vol ati l es a0 Box 12425 !-ancaster.PA 17605-2425 Lancaster Laboratories is a subsidiary of Thermo TerraTech Inc,a Themes Electron Company. 717.656-2300 =ax:717-656-2681 see reverse side for explanation of svmbols and abbreviations. 2216 7ev. :;2 Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158012 Collected: 5/20/99 at 14:20 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall North-West Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis, MA AS RECEIVED DRY WEIGHT CAT LIMIT OF LIMIT OF NO. ANALYSIS NAME RESULTS , QUANTITATION UNITS RESULTS QUANTITATION 8766 Benzene < 0.020 0.020 mg/kg < 0.022 0.022 8767 Toluene < 0.020 0.020 mg/kg < 0.022 0.022 8768 Ethylbenzene < 0.020 0.020 mg/kg < 0.022 0.022 8769 m.p-Xylenes < 0.040 0.040 mg/kg < 0.044 0.044 8770 o-Xylene < 0.020 0.020-. mg/kg < 0.022 0.022 8771 Methyl t-butyl ether < 0.050 0.050 mg/kg < 0.055 0.055 8772 Naphthalene < 0.050 0.050 mg/kg < 0.055 0.055 8773 C5-C8 Aliphatic Hydrocarbons < 1.0 1.0 mg/kg < 1.1 1.1 8774 C9-C12 Aliphatic Hydrocarbons < 1.0 1.0 mg/kg < 1.1 1.1 8775 C9-C10 Aromatic Hydrocarbons < 1.0 1.0 mg/kg < 1.1 1.1 The concentrations of individual target analytes and the surrogate standard have been subtracted from the concentrations of the appropriate hydrocarbon ranges as specified by the method. QUALITY CONTROL REPORT---------------------------------- — --_-_-_-_-_-= SAMPLE SAMPLE DUP MS LCS LCS LCS LIMITS LOQ UNITS BLANK RPD MS MSD RPD LCS DUP RPD LOW HIGH 1646 Barium 9.8 mg/kg < 10. mg/kg 15 108 112 3 104 56 143 1649 Cadmium 2.0 mg/kg < 2.0 mg/kg 0 (1) 95 96 0 101 55 145 1651 Chromium 3.9 mg/kg < 4.0 mg/kg 0 (1) 77 110 15 110 69 131 1655 Lead 9.8 mg/kg < 10. mg/kg 1 -62 182 (2) 21 103 60 140 1666 Silver 2.0 mg/kg < 2.0 mg/kg 0 (1) 107 107 0 103 57 144 6935 Arsenic TR 1.0 mg/kg < 1.0 mg/kg 5 95 94 0 108 62 138 6936 Selenium TR 1.0 mg/kg < 1.0 mg/kg 0 (1) 94 94 0 102 65 134 0159 Mercury 0.100 mg/kg < 0.10 mg/kg 0 (1) 80 95 17 95 49 151 0111 Moisture 0.50 X by wt. 13 100 100 0 99 101 ----------------------------------- 5332 MA EPH - Soils Batch: 991450002A Q155 ----------------------------------- 5351 Acenaphthene Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Lancaster laboratories Respectfully Submitted c L Lancaster New Holland Pike Thomas C. Lehman, Ph.D. V1 — M 3 1= R Group Leader, Petrol. Analysis PO Box 12425 Lancaster.PA'7605-2425 Lancaster Laboratories is a subsidiary of Thermo TerraTech Inc,a Thermo Electron Company. '17-656-2300 .'-ax:717-656.2681 See reverse side for explanation of symbols and abbreviations. 2216 Zev. Lancaster Laboratories Where quality is a science. LLI Sample No. sw 3158012 Collected: 5/20/99 at 14:20 by OS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.; Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall North-West Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.; Hyannis, MA SAMPLE SAMPLE DUP _ MS LCS LCS LCS LIMITS LOQ UNITS - BLANK RPD MS MSD RPD LCS OUP RPD LOW HIGH 0.50 mg/kg < 0.50 mg/kg 0 (1) 70 73 5 40 140 5350 Acenaphthylene 0.50 mg/kg < 0.50 mg/kg 0 (1) 70 73 6 40 140 5354 Anthracene 0.50 mg/kg < 0.50 mg/kg 0 (1) 65 69 5 40 140. 5357 Benzo(a)anthracene 0.50 mg/kg < 0.50 mg/kg 0 (1) 69 72 3 40 140 5361 Benzo(a)pyrene 0.50 mg/kg 0 (1) 69 73 6 40 140 5359 Benzo(b)fflluor ` 0.50 anthene 0.50 mg/kg < 0.50 mg/kg 0 (1) 65 68 5 40 140 5364 Benzo(g.h.i)perylene 0.50 mg/kg < 0.50 mg/kg 0 (1) 69 71 3 40 140 5360 Benzo(k)fluoranthene 0.50 mg/kg ` 0.50 mg/kg 0 (1) 80 81 2 40 140 5358 Chrysene 0.50 mg/kg < 0.50 mg/kg 0 (1) 69 70 2 40 140 5363 Dibenzo(a.h)anthracene 0.50 mg/kg < 0.50 mg/kg 0 (1) 66 68 3 40 140 5355 Fluoranthene 0.50 mg/kg < 0.50 mg/kg 0 (1) 70 73 3 40 140 5352 Fluorene 0.50 mg/kg < 0.50 mg/kg 0 (1) 71 74 5 40 140 5362 Indeno(1.2.3-cd)pyrene 0.50 mg/kg 0 (1) 67 70 3 40 140 5349 Napthalene/kg ` 0.50 0.50 mg/kg < 0.50 mg/kg 0 (1) 69 73 5 40 140 (1) The result for one or both determinations was less than five times the LOQ. (2) The background result was more than four times the spike added. 5353 Phenanthrene 0.50 mg/kg < 0.50 mg/kg 0 (1) 70 72 4 40 140 5356 Pyrene 0.50 mg/kg < 0.50 mg/kg 0 (1) 65 73 12 40 140 8395 2-Methy1napthalene 0.50 mg/kg 0 (1) 66 70 6 40 140 8396 C9 to C18 Aliphatics ` 0.50 3.0 mg/kg < 3.0 mg/kg 0 (1) 76 87 14 40 140 8397 C19 to C36 Aliphatics .0 mg/kg < 5.0 mg/kg 0 (1) 77 88 13 40 140 8398 C11 to C22 Aromatics 4.0 mg/kg < 4.0 mg/kg 0 (1) 73 75 2 40 140 Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Respectfully Submitted Lancaster Laboratories Thomas C. Lehman. Ph.D. .Vl �E M g a q 2425 New Holland Pike Group Leader. Petrol. Analysis 00 Box 1242.5 Lancaster.PA 17605-2425 Lancaster laboratories is a subsidiary of Thermo TerraTech Inc..a Thermo Electron Company. 717-656-2300 :ax:717.656-2681 See reverse side for explanation of symbols and abbreviations. 2216 Rev. ::_ 4 Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158012 Collected: 5/20/99 at 14:20 by DS Account No: 09612 P.O. 01-QJN Mobil Oil Corporation Rel. Submitted: 5/22/99 Reported: 6/ 9/99 1800 West Park Dr.: Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall North-West Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.: Hyannis, MA SAMPLE SAMPLE DUP MS LCS LCS LCS LIMITS LOD UNITS BLANK RPD MS MSD RPD LCS DUP RPD LOW HIGH ----------------------------------- 8765 MA - VPH soils Batch: 99158A99 ----------------------------------- 8766 Benzene 0.020 mg/kg < 0.020 mg/kg 93 93 0 70 130 8767 Toluene 0.020 mg/kg < 0.020 mg/kg 101 100 1 70 130 8768 Ethylbenzene 0.020 mg/kg 97 96 1 70 130 8769 m.p-Xyleneskg < 0.020 0.040 mg/kg < 0.040 mg/kg 96 96 1 70 130 8770 o-Xylene 0.020 mg/kg < 0.020 mg/kg 98 97 1 70 130 8771 Methyl t-butyl ether 0.050 mg/kg 86 88 2 70 130 8772 Naphthalene < 0.050 0.050 mg/kg < 0.050 mg/kg 82 84 3 70 130 8773 C5-C8 Aliphatic Hydrocarbons 1.0 mg/kg < 1.0 mg/kg 116 110 6 70 130 8774 C9-C12 Aliphatic Hydrocarbons 1.0 mg/kg < 1.0 mg/kg 94 91 3 70 130 8775 C9-C10 Aromatic Hydrocarbons 1.0 mg/kg < 1.0 mg/kg 99 99 1 70 130 (1) The result for one or both determinations was less than five times the LOQ. SURROGATE .SUMMARY -----------------------------_-_-_-_-_-_-_-_-_-_-_-_-_- SURROGATE LIMITS TRIAL ID SURROGATE RECOVERY X LOW HIGH 5332 MA EPH - Soils Cl-Octadec 65 40 140 o-terpheny 44 40 140 2-Fbiphnyl 51 40 140 8765 MA - VPH soils TFT-P 70 65 121 TFT-F 86 49 128 LABORATORY CHRONICLE CAT ANALYSIS NO ANALYSIS NAME METHOD TRIAL ID DATE AND TIME ANALYST 1646 Barium SW-846 6010E 1 06/01/99 1419 Eric Walter Cuba 1649 Cadmium SW-846 6010E 1 06/01/99 1419 Eric Walter Cuba 1651 Chromium SW-846 6010E 1 06/01/99 1419 Eric Walter Cuba 1655 Lead SW-846 6010E 1 06/01/99 1419 Eric Walter Cuba Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Respectfully Submitted Lancaster Laboratories Thomas C. Lehman, Ph.D. M E M S PEa 2425 New Holland Pike Group Leader. Petrol. Analysis a0 Box 12425 Lancaster,PA'7605-2425 Lancaster Laboratories is a subsidiary of Thermo Terarech Inc..a Thermo Electron Company. :!7-656-2300 ;ax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2215 Rev. 31 Lancaster Laboratories Where quality is a science. LLI Sample No. SW 3158012 Collected: 5/20/99 at 14:20 by DS Account No: 09612 P.O. O1-QJN Mobil Oil Corporation Rel. Submitted: 5/22199 Reported: 6/ 9/99 1800 West Park Dr.; Suite 450 Discard: 7/10/99 Westborough MA 01581 Sidewall North-West Grab Soil Sample LOC# 01-QJN PRCA# NE1014535W PHC# 5L MOBIL: 1449 Iyanough Rd.; Hyannis. MA CAT _ ANALYSIS NO ANALYSIS-NAME METHOD TRIAL ID DATE AND TIME ANALYST 1666 Silver SW-846 6010E 1 06/01/99 1419 Eric Walter Cuba 5708 SW SW846 ICP Digest SW-846 3050E 1 05/28/99 0736 Rebekah K. Fox 6935 Arsenic TR SW-846 6010E 1 06/01/99 1419 Eric Walter Cuba 6936 Selenium TR SW-846 60108 1 06/01/99 1419 Eric Walter Cuba 0159 Mercury SW-846 7471A 1 06/01/99 2030 Nelli S. Markaryan 5711 SW SW846 Hg Digest SW-846 7471A modified 1 05/28/99 1235 Rebekah K. Fox 0111 Moisture EPA 160.3 modified 1 05/24/99 1952 Gabriel Agosto 2168 Extraction - DRO Soil Special MA EPH, 1/98 1 05/25/99 1500 Roxanne M. Roth 5332 MA EPH - Soils MA EPH 1 06/05/99 0233 Robert G. Brown 8765 MA VPH soils MADEP-VPH.modified/8021B 1 06/07/99 2101 Matthew E. Barton Questions? Contact your Client Services Representative De Brooks at (717) 656-2300 Respectfully Submitted Lancaster Laboratories Th=s C. Lehman, Ph.D. M EE MBE R 2425 New Holland Pike Group Leader. Petrol. Anal ysi s PO Box 12425 Lancaster.PA 17605-2425 Lancaster Laboratories is a subsidiary of Thenno TerraTech Inc,a Thermo Electron Company. 717-656-2300 Fax:717-656-2681 See reverse side for explanation of symbols and abbreviations. 2216 Zev. APPENDIX B I C Mobil Service Station 11730—Hvannis.MA Oil-Water Separator Removal -Photos View looking into excavation View looking at excavation Mobil • 11730—Hvannis. MA •il-Water Separator Removal-- • • View of •.n View 'Y of oil-water •. . • cover Mobil Service Station 11730—Hyannis,MA Oil-Water Separator Removal-Photos View of bacldilled excavation �sr Town of Barnstable ' Department of Health, Safety, and Environmental Services 9BA RNSTABM 1esy. r Public Health Division � �0 �EDMPYA P.O. Box 534, Hyannis MA 02601 Office: 508-790-6265 Thomas A McKean,RS,CHO FAX: 508-790-6304 Director of Public Health March 11, 1999 Douglas W.Heald Mobile Oil Corporation 1800 West Park Drive Westborough,MA 01581 RE: Mobil Station No. 01-QJN 1449 Iyanough Road Hyannis,MA Dear Mr.Heald, On June 12, 1998, Glen Harrington,R.S.,Health Inspector of the Town of Barnstable inspected the property located at the above referenced address. The property was inspected as part of the annual Hazardous Material Registration Program. At that time, an oil/water separator was observed at the property. The floor drains have been previously sealed. Due to the presence of the oil/water separator,the discharge point is considered an underground injection control system or UIC. Please review the following options for your property. All options below include the proper"closure" of the UIC, according to 310 CMR 27.00. As mandated under the Federal Safe Drinking Water Act, the state UIC regulations prohibit potentially polluting discharge to injection wells. Vehicle maintenance operations commonly use unauthorized injection wells, such as floor drains leading to a septic system,dry well,or oil/water separator which leads to any subsurface leaching structure. Under the State Plumbing code(248 CMR 2.09(1)(c)(3),owners/operators of facilities with floor drains tied to injection wills(or discharging to any surface point)have three options: 1. Seal the floor drain. Contact your local plumbing inspector for the appropriate filing form. If choosing this option,all previous discharges to the drain must be eliminated at their source. For example, cars should no longer be washed and floors should no longer be hosed down. 2. Connect the floor drain to a holding tank. The tank will need DEP approval. The DEP approves two types of holding tanks for this waste: new installations and conversions of existing structures (e.g. oil/water separators). These tanks are for non-hazardous, industrial wastewater. If solvents,antifreeze,oil and other fluids are washed down the drain,the waste is likely to be hazardous. a r(: �f 'G 3. Connect the floor drain to a municipal sewer system, if available. An oil/water separator is required to be installed under this option. This requires a permit from DEP and the Town of Barnstable Department of Public Works along with the sewer connection application. The amount of discharge shall not exceed ten parts per million(10 PPM). 4. The"closure" of the UIC includes verifying the location and type of discharge facility, sampling/analyses of wastewater, sludge and soils,backfilling of discharge facility,and notification to proper authorities. A copy of DEP's recommended guidelines are enclosed for your review. In all cases,the owner must file a UIC NOTIFICATION FORM with DEP. You are directed to comply with the state's UNDERGROUND INJECTION CONTROL regulations (310 CMR 27.00)by informing this department in writing of your intentions within ten(10) days of receipt of this notice and completing the work within thirty(30)days. 1 PER ORDER OFT BOARD OF HEALTH Thomas McK an Director of Public Health Enc.: Industrial Floor Drains&DEP UIC closure guidelines Cc: Ed Jenkins,Town of Barnstable Plumbing Inspector David Anderson, Town of Barnstable Engineering Department. Paul Brogna, Gale Associates,Inc. I CERTIFICATE,nF UNDERGROUND STORAGE TA"'K SYSTEM TESTING It NlI(NOLOGY-NDE TANKNOLOGY-NDE r4, AT 8900 SHOAL CREEK, BUILDING 200 AUSTIN, TEXAS 78757 (512)451-6334 FAX(512) 459-1459 TEST RESULT SITE SUMMARY REPORT TEST TYPE: pTY,-88 PURPOSE: COMPLIANCE TEST DATE: 06/09/98 CUSTOMER PO: COMPLIANCE WORK ORDER NUMBER: 7112032 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL•01-QJN 3225 GALLOWS ROAD ROUTE 2Lj FAIRFAX VA 22037 � I Y HY MA 02601 LO ATTN: STEVE ANASTOS The following test(s)were conducted at the site above in accordance with all applicable portions of Federal,NFPA and local regulations 111YANN'S FIRE P HYANNIS FI R&ENT6.0H H � . 95 HIGH �E DEPARTMENT HYANNSS �02Sp EXT 1 Line and Leak Detector Tests ?zr: ...•»::::::::::.. ..n,..:... :n:�ttn>w'<r-� ..x>_r.x�r�t, '` as.�dr::.c.., �:'ti�':».,...r ..G....... .. .. ......... _:... ..» ay..:.. » rY. .. _,. _.. ,.:,.. w17{i.JF>`�%f:�'-: .... .. ........ .�'... .1.:... f....:��,<.. ....,. r.::,...,, s....t:... ... � ...... .ax...,,.:... C i i..�,rye..syh ......... .�:.....f............ ..... ..:..>�'r:.{:::::.yt. _,.. ...» 1. ..s..,..,..,, ,.....��..:. .. .... ....�..... .. .. .,.... . ....•,..,.:»:.:»... .:,v k.. .� »..o 'if's: ,a .,:, ..... �. fir.. : ..... ........•. ..., t,. .» .. ... ....._.. ..:sS,..:.<:r:».r.,;: a:..G• waste of 1 WASTE OIL UNLEADED 2 UNLEADED 0.000 P y P SUPER 3 SUPER 0.000 P y P SPECIAL 4 SPECIAL 0.000 �� P y P Tanknology-NDE appreciates the opportunity to serve you,and looks forward to working with you in the future.Please call any time,day or night,when you need us. TANKNOLOGY-NDE Representative: Services conducted by: TOM PRESNAL SHAWN P. CONRAD 6�G�-e Reviewed: Technician Certification Number: 5019 Printed 06/19/98 08:16 KOHLMEYER r INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 06/09/98 WORK ORDER NUMBER: 7112032 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJN .: . ....::.:..:..::.:.::.:....::... o. Tank ID: UNLEADED 2 Material: Dw FIBERG Bottom to top fill in inches: Product UNLEADED Tank manifolded: No Bottom to grade fill in inches: Capacity in gallons: 12,000 Vent manifolded:No Fill pipe length in inches: Diameter in inches: 92.00 Vapor recovery manifolded:yES Fill pipe diameter in inches: Length in inches: 422 Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection:yEs Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection:yEs Installed:ATG and cp COMMENTS CP installed on: PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 LIFT/OFT: Make:RED JACKET Fluid volume in gallons: Model:X.L.P. Tank water level in inches: S/N: 20493-0486 Test time: Open time in sec: 2.00 Number of thermisters: Holding psi: 13 Specific gravity: Resiliancy cc: 380 Water table depth in inches: Test leak rate mVm: 378.0 Determined by(method): Metering psi: 17 Leak rate in gph: Calib. leak in gph: 6.00 Result Results: PASS COMMENTS COMMENTS ....... :...... .. .:..,,.... .,t w., b.. ...,........../ ,.� ..-, ....,... .., ...... ,....................»...?0:.a::::._;:::axe: �::9.. -........ ..... ,......»A:< ..n,. ..,.,..r.-....v. ..YS.. .4.................�.,.. .:.5..�Y,.,.. : ,..,..... ...�'.. rY:"3^•-`•_:]si::`%� Test time: Material: FIBERGLASS Ullage volume: Diameter(in): Ullage pressure: Length(ft): Results: Test psi: 50 Bleedback cc: 180 DATA FOR UTSdT ONLY: Test time(min): 30 Test 1:Start time: 09:21 Time of test 1: Finish psi: so Temperature: Vol change cc: 0 Test 2:Start time: 09:31 Flow rate(cfh): Finish psi: so Time of test 2: Vol change cc: 0 Test 3:Start time: 09:41 Temperature: Finish psi: so Flow rate(cfh): Vol change cc: 0 Time of test 3: Final gph: 0.000 Temperature: Result: PASS Flow rate(cfh): Pump type: PRESSURE COMMENTS Pump make: RED JACKET COMMENTS Printed 06/19/98 08:16 KOHLMEYER 8900 SHOAL CREEK,BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 INDIVIDUAL TANK/LINE/LEAK DETECTOR TFST REPORT TEST DATE: 06/09/98 WORK ORDER NUMBER: 7112032 i� CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJN .... : ..,...: ,..,,y.:...a:>.ro::.>:......�:.:..:....:.....>....✓.h.;�.:r.::..a.:.'::!..;�t:.:.,.,:A.x>..i::ol.,.>:25.;:::ti.=`::_ Tank ID: SUPER 3 Material: Dw FIBERG Bottom to top fill in inches:. .,. Product: SUPER Tank manifolded:No Bottom to grade fill in inches: Capacity in gallons: l0,000 Vent manifolded:No Fill pipe length in inches: Diameter in inches: 92.00 Vapor recovery manifolded:yEs Fill pipe diameter in inches: Length in inches: 352 Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection:yES Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection:yES Installed:ATG and CP COMMENTS CP installed on: .... :.....,... ...a.............. ...... ..........�....».. » ::.:.. ........ x PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 UFT/OFT: Make:FE PETRO Fluid volume in gallons: Model:N/A Tank water level in inches: S/N: not legible Test time: Open time in sec: 1.00 Number of thermisters: Holding psi: 22 Specific gravity: Resiliancy cc: 240 Water table depth in inches: Test leak rate mVm: 378.0 Determined by(method): Metering psi: 12 Leak rate in gph: Calib. leak in gph: 6.00 Result Results: PASS COMMENTS COMMENTS :. ............... .......:..........::::. .. ................................. .n..:..E.....,./........,.. <.::..,.,.. .:......,.f.. ., ..., a,.,. ... ... : :ram.,.. ...:..::.:::..:,..,,.,............. .':.z.... ..k:: , Test time: Material: FIBERGLAss Ullage volume: Diameter(in): 2.0 Ullage pressure: Length(ft): 75.0 Results: Test psi: 50 Bleedback cc: 210 DATA FOR UTS-4T ONLY: Test time(min): 30 Test 1:Start time: 09:23 Time of test 1: Finish psi: 50 Temperature: Vol change cc: 0 Test 2:Start time: 09:33 Flow rate(cfh): Finish psi: so Time of test 2: Vol change cc: 0 Test 3:Start time: 09:43 Temperature: Finish psi: so Flow rate(cfh): Vol change cc: 0 Time of test 3: Final gph: 0.000 Temperature: Result: PASS Flow rate(cfh): Pump type: PRESSURE COMMENTS Pump make: RED JACKET COMMENTS Printed 06/19/98 08:16 KOHLMEYER 8900 SHOAL CREEK,BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT „TEST DATE: 06/09/98 WORK ORDER NUMBER: 7112032 d CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJN .... .:...,._.:._....:.......... ....._:........z..r. ..�. .n.. :...:...... �_,. :. :... . . . . .. . : •$�.\., ixraa£<;:a::ai:;::3:c£__;:>.t:;r. j:Q>: .............. ./....;.:.:..:niv..i'..;»:::.,...,.:»:;Si£:ss>>:.x:•: xr{tt:iii t:a.e::a":::is3::i£:>::::#::�Q.ai:k2:::?::::;:>iti::k'; Tank ID: SPECIAL 4 Material: DW FIBERG Bottom to top fill in inches: Product: SPECIAL Tank manifolded:No Bottom to grade fill in inches: Capacity in gallons: lo,000 Vent manifolded:NO Fill pipe length in inches: Diameter in inches: 92.00 Vapor recovery manifolded:yES Fill pipe diameter in inches: 4.0 Length in inches: 352 Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection:yES Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection:yES Installed:ATG and CP COMMENTS CP installed on: , �t is .,,.. ..... ::.........: r ..ii.J.........a.,._.-...:,.:::..:....:..::..... <.>>. ..; k ate,ff.. PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 LIFT/OFT: Make:RED JACKET Fluid volume in gallons: Model:X.L.P. Tank water level in inches: S/N: 40194-5240 Test time: Open time in sec: 2.00 Number of thermisters: Holding psi: 10 Specific gravity: Resiliancy cc: 360 Water table depth in inches: Test leak rate mUm: 378.0 Determined by(method): Metering psi: is Leak rate in gph: Calib. leak in gph: 6.00 Result Results: PASS COMMENTS COMMENTS Test time: Material: FIBERGLASS Ullage volume: Diameter(in): Ullage pressure: Length(ft): Results: Test psi: 5o Bleedback cc: 180 DATA FOR UTS-4T ONLY: Test time(min): 30 Test 1:Start time: 09:22 Time of test 1: Finish psi: so Temperature: Vol change cc: 0 Test 2:Start time: 09:32 Flow rate(cfh): Finish psi: so Time of test 2: Vol change cc: 0 Test 3:Start time: 09:42 Temperature: Finish psi: so Flow rate(cfh): Vol change cc: 0 Time of test 3: Final gph: 0.000 Temperature: Result: PASS Flow rate(cfh): Pump type: PRESSURE COMMENTS Pump make: RED JACKET COMMENTS Printed 06/19/98 08:16 KOHLMEYER 8900 SHOAL CREEK,BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 f - al t r- ullA"f' A m T NKNOLOGY-NDE TANKNOLOGY-NDE .� 8900 SHOAL CREEK, BUILDING 200 AUSTIN,TEXAS 78757 (512) 451-6334 FAX (512)459-1459 TEST DATE: 06/09/98 WORK ORDER NUMBER: 7112032 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL O1-QJN ® F/T. AAA AAA F V F V F V ENT WASTE MOBIL # OIL REG 01-QJ N 2 3 0 F e eIF S S P &JA 0 ee QQQ VENTS Q FUEL CD OIL Printed 06/19/98 08:16 KOHLMEYER TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1 1.Marine,Gas Stations,Repair � satisfactory 2.Printers BOARD OF HEALTH O 3.Auto Body Shops � p _ /�� unsatisfactory- 4.Manufacturers COMPANY�:Ti(ti � f�� I— "i (see"Orders") 5.Retail Stores nnf 6.Fuel Suppliers ADDRESS /V Y ��' r/OI C183S: 7.Miscellaneous 604k-:�, QUANTITIES AND STORAGE (IN= indoors;OUT ou oors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline Jet Fuel(A) Diesel, Kerose re, 2 Heavy Oils: waste motor oil(C) new motor oil(C) CT transmission/hydraulic Synthetic Organics: degreasers Miscellaneous:' L_ CIS L21 J,4-a Id r,S DC DISPOSAL✓RECI AMATION REMARKS: 1. Sanitary Sewage 2.Water Supply /Vl/��J��S �%/ 41 fha Q�tcu�,.t. C � *Town Sewer AVublic ev On-site OPrivate 3. Indoor Floor Drains YES NO O Holding tank:MDC_ (( O Catch basin/Dry well fze b� _/�► i O On-site system 4. Outdoor Surface drains:YES N0& ORDERS: p Holding tank:MDC Ski i ��VV 0644%=% d�ol�¢ <c� v� j (� 61VA 15Catch basin/Dry well VX41 O On-site system �! 5.Waste Transporter Name of Hauler Destinationi, od 1. YES NO � �� - � o 2. YZv Person s) Intervi ed nspec r Da e T AWNOLOGY-AWE TANKNOLOGY-NDE 8900 SHOAL CREEK, BUILDING 200 AUSTIN, TEXAS 78757 (512)451-6334 �- z 7 _ O FAX(512)459-1459 TEST RESULT SITE SUMMARY REPORT TESTTYPE: PTK-88 PURPOSE: COMPLIANCE TEST DATE: 10%16/97 WORK ORDER NUMBER: 7105294 ftrov- CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJNq 3225 GALLOWS ROAD ROUTE 132 I FAIRFAX, VA 22037 SYANNIS, MA 02601 ATTN: STEVE ANASTOS The following test(s)were conducted at the site above in accordance with all applicable portions of Federal,NFPA and local regulations Line and Leak Detector Tests waste of 1 WASTE OIL UNLEADED 2 UNLEADED 0.004 P y P SUPER 3 SUPER 0.001 P y P SPECIAL 4 SPECIAL 0.002 P y P Tanknology-NDE appreciates the opportunity to serve you,and looks forward to working with you in the future.Please call any/ ay or night,when you need us. t� TANKNOLOGY-NDE Representative: Services conducted by: TOM PRESNAL LUIS F. RAMOS,-JR Js �j O d' Reviewed: Technician Certification Number: 3015 r l � Draft 11/21/97 12:35 TPRESNAL INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 10/16/97 WORK ORDER NUMBER: 7105294 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJN _ i Tank ID: UNLFADED 2 Material: Dw FIBERG Bottom to top fill in inches: Product: vNLEEADED Tank manifolded: Bottom to grade fill in inches: j Capacity in gallons: 12,000 Vent manifolded: Fill pipe length in inches: Diameter in inches: 92.00 Vapor recovery manifolded: Fill pipe diameter in inches: Length in inches: 422 Impact Valves Operational: y Stage I vapor recovery: Tank age(years): Overfill protection: Stage 11 vapor recovery: Fuel pure rating: Overspill protection: Installed: COMMENTS � > & PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 UFT/OFT: Make:Rsn JACKET Fluid volume in gallons: Model: X.L.P. Tank water level in inches: S/N: 20491-04e6 Test time: Open time in sec: 3.00 Number of thermisters: Holding psi: 15 Specific gravity: Resiliancy cc: 155 Water table depth in inches: Test leak rate ml/m: 441.0 Determined by(method): Metering psi: 15 Leak rate in gph: Calib.leak in gph: 7.00 Result: Results: PASS COMMENTS COMMENTS Test time: Material: FIBERGLASS Ullage volume: Diameter(in): Ullage pressure: Length(ft): Results: Test psi: 50 Bleedback cc: 75 DATA FOR UTS-4T ONLY: Test time(min): 60 Test 1:Start time: 05:00 Time of test 1: Finish psi: 47 Temperature: Vol change cc: 11 Test 2:Start time: 05:10 Flow rate(cfh): Finish psi: 49 Time of test 2: Vol change cc: 3 Test 3:Start time: 05:20 Temperature: Finish psi: so Flow rate(cfh): Vol change cc: 0 Time of test 3: Final gph: 0.004 Temperature: Result: PASS Flow rate(cfh): Pump type: PRESSURE COMMENTS Pump make: RED JACKET COMMENTS Printed 10/24/97 09:07 PCAWOOD 8900 SHOAL CREEK, BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 10/16/97 WORK ORDER NUMBER: 7105294 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJN i IN Tank ID: SUPER 3 Material: DW FIBERG Bottom to top fill in inches: Product: SUPER Tank manifolded: Bottom to grade fill in inches: j Capacity in gallons: lo,000 Vent manifolded: Fill pipe length in inches: Diameter in inches: 92.00 Vapor recovery manifolded: Fill pipe diameter in inches: Length in inches: 352 Impact Valves Operational: y Stage I vapor recovery: Tank age(years): Overfill protection: Stage 11 vapor recovery: Fuel pure rating: Overspill protection: Installed: COMMENTS PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 UFT/OFT: Make: FE PETRO Fluid volume in gallons: Model:N/A Tank water level in inches: S/N: *********** Test time: Open time in sec: 3.00 Number of thermisters: Holding psi: 16 Specific gravity: Resiliancy cc: 180 Water table depth in inches: Test leak rate ml/m: 441.0 Determined by(method): Metering psi: 16 Leak rate in gph: Calib.leak in gph: 7.00 Result: Results: PASS COMMENTS COMMENTS 8- Test time. Material: FIBERGLASS Ullage volume: Diameter(in): Ullage pressure: Length(ft): Results: Test psi: 50 Bleedback cc: 45 DATA FOR UTS-4T ONLY: Test time(min): 60 Test 1:Start time: 05:05 Time of test 1: Finish psi: d9 Temperature: Vol change cc: 5 Test 2:Start time:. 05:15 Flow rate(cfh): Finish psi: s0 Time of test 2: Vol change cc: 0 Test 3:Start time: 05:25 Temperature: Finish psi: 50 Flow rate(cfh): Vol change cc: 0 Time of test 3: Final gph: 0.001 Temperature: Result: PASS Flow rate(cfh): Pump type: PRESSURE COMMENTS Pump make: RED JACKET COMMENTS Printed 10/24/97 09:07 PCAWOOD 8900 SHOAL CREEK, BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 10/16/97 WORK ORDER NUMBER: 7105294 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJN Tank ID: SPECIAL 4 Material: DW FIBERG Bottom to top fill in inches: Product: SPECIE. Tank manifolded: Bottom to grade fill in inches: i Capacity in gallons: lo,000 Vent manifolded: Fill pipe length in inches: Diameter in inches: 92.00 Vapor recovery manifolded: Fill pipe diameter in inches: Length in inches: 352 Impact Valves Operational: y Stage I vapor recovery: Tank age(years): Overfill protection: Stage II vapor recovery: Fuel pure rating: Overspill protection: Installed: COMMENTS . �.. e - r PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 UFT/OFT: Make: RED JACKET Fluid volume in gallons: Model: X.L.P. Tank water level in inches: S/N: 40194-5240 Test time: Open time in sec: 3.00 Number of thermisters: Holding psi: 16 Specific gravity: Resiliancy cc: 180 Water table depth in inches: Test leak rate mUm: 441.0 Determined by(method): Metering psi: 12 Leak rate in gph: Calib.leak in gph: 7.00 Result: Results: PASS COMMENTS COMMENTS :11,1111 - Test time: Material: FIBERGLASS Ullage volume: Diameter(in): Ullage pressure: Length(ft): Results: Test psi: 50 Bleedback cc: 35 DATA FOR UTS-4T ONLY: Test time(min): 60 Test 1:Start time: 05:10 Time of test 1: Finish psi: 49 Temperature: Vol change cc: 8 Test 2: Start time: 05.20 Flow rate(cfh): Finish psi: 50 Time of test 2: Vol change cc: 0 Test 3:Start time: 05:30 Temperature: Finish psi: 50 Flow rate(cfh): Vol change cc: 0 Time of test 3: Final gph: 0.002 Temperature: Result: PASS Flow rate(cfh): Pump type: PRESSURE COMMENTS Pump make: RED JACKET COMMENTS Printed 10/24/97 09:07 PCAWOOD 8900 SHOAL CREEK, BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 ANKNOLOGY-NDE TANKNOLOGY-NDE 8900 SHOAL CREEK, BUILDING 200 AUSTIN, TEXAS 78757 (512)451-6334 FAX(512)459-1459 TEST DATE: 10/16/97 WORK ORDER NUMBER: .7105294 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL O1—QJN A (}-.F/T a-- &LUS SUPREG A i CID Y gm, WASTE N. �' � EN�IL INUMNIM 000 VENTS Q ST FUEL A I F OIL Printed 10/24/97 09:07 PCAWOOD I CERTIFICATE OF UNDERGROUND STORAGE TANK-SYSTEM TESTING NDE ENVIRONMENTAL CORPORATION nYC 8906 WALL STREET, SUITE 306 AUSTIN, TEXAS 78754 (512) 719-4633 FAX (512) 719-4986 top, TEST RESULT SITE SUMMARY REPORT vl Y'su- TEST TYPE: Alert 1000-X i TEST DATE: April 23, _1996� WORK ORDER NUMBER: 721320 INVOICE DATE: 04/29/96 INVOICE NUMB ER-_._-33399 CLIENT: MOBIL OIL CORPORATION SITE:tUTTX-132a BIL 0l-QJN� \L' 3225 GALLOWS RD. _. FAIRFAX, VA 22037 }� BYANNIS, MA 01842�- ATTN: Percy Montgomery The following tests were conducted at the site above in accordance with all applicable portions of Federal, NFP A and local regulations. Z7(J -0Z � Line and Leak Detector Tests LINE AESt1LT TANK �/QLUME�HANQE; LEAK LEAK �iUMBER Pf�ODUCT ��) �'�P�.F�€I i7ETECTOR " �ETEt:TOR A t�r�conc�ustve) � G #1 PRESENT RESIiLT A 8 11 ....,.- waste oil WASTE OIL UNLEADED UNLEADED YES PASS SUPER SUPER YES PASS SPECIAL SPECIAL YES PASS IVIS F+A w I, , AIJ NDE appreciates the opportunity to serve you,and looks forward to working with you in the future.Please call any time,day or night,when you need us. NDE Customer Service Representative: Test conducted by: RUSSELL PRESTON MARK GRIFFXjfatio�n Reviewed: Technician Ce wj Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of. Environmental Protection Southeast Regional Office William F.Weld Governor Trudy Coxe Secretary. C(opy David B. Struhs Commissioner January 18, 1996 Mr. William Messner RE: Barnstable--WSC/4-0214 Mobil oil Corporation Mobil Station No. 01-QJN 1800 West Park Drive 1449 Iyanough Road Westborough, MA 01581 Per*nit ,4 825"-_1 REQUEST FOR INFORMATION M.G.L. c. 21E and 310 CMR 40.0000 Dear Mr. Messner: The Department of Environmental Protection, Bureau. of Waste Site Cleanup (the Department), received several complaints in November 1995 from the Board of Health and neighbors of the above referenced site concerning gasoline odors -emanating from the remediation system installed at 1449 Iyanough Road. The remediation system consists of a soil vapor extraction system and groundwater recovery and treatment system. The groundwater recovery and treatment system was initiated as a Short Term Measure (STM) pursuant to 310 CMR 40.542 and approved the Department on July 15, 1989. The_ soil vapor extraction ysystem was installed as an Interim Measure (IM) and approved by the Department on December 15, 1990. As a result of the complaints, the Department conducted a site inspection on November 17, 1995. At the time of the site inspection the system did not appear to be operating. The Department contacted 'the . Donna ]m!Lorandi of the Barnstable Board of Health and was informed that per from the Hyannis Fire Department were concerned about the odors and shut the system down. According to Lieutenant Eric Hubler of the Hyannis Fire Department the system was shut down due to the risk to safety and public welfare. As stated in 310 CMR 40.0049, remedial actions that involve the emissions or discharge of oil and/or hazardous. material to the atmosphere shall be conducted in a manner that ensures the protection of health, safety, public welfare and the environment. Pursuant to 310 CMR 40.0049 (2) point source atmospheric emissions Of oil and/or hazardous materials from remedial systems shall be treated by a control device prior to discharge to the ambient air. Based on the gasoline odors detected, it appears that 20 Riverside Drive 0 Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone (508) 946-2700 -3- subject you to legal action. Such action could include criminal prosection, court-imposed civil penalties, and/or civil administrative penalties assessed by the Department. If you have any questions please contact James M. Kenny by calling (508) 946-2720 or by writing to the above letterhead address. Sincerely, rard M. R. Martin, cting ief Site Management & Permits Section M/JMK/ka CERTIFIED MAIL # Z 169 751 041 RETURN RECEIPT REQUESTED cc: Barnstable Board of Health Town Hall 367 Main Street Hyannis, Massachusetts 02601 ATTN: Brian R. Grady, Chairman Barnstable Board of Selectmen Town Hall 367 Main Street Hyannis, Massachusetts 02601 ATTN: Warren J. Rutherford, Town Manager Lt. Eric Hubler Hyannis Fire Department 95 High School Road Extension Hyannis, Massachusetts 02601 DEP-SERO ATTN: Andrea Papadopoulos, Deputy Regional Director Jonathan E. Hobill, Acting Regional Engineer Kevin Kiernan, Deputy Regional Counsel DEP-SERO-Data Entry r -2- emissions from the ground water recovery and treatment system were not treated, or at a minimum, treated properly. The revised MCP states that STMs and IMs, conducted pursuant to Departmental approval and which are operating on or after October 1, 1993, shall be conducted pursuant to the provisions of the approval for the duration of the STM or IM, unless otherwise specified by the Department. The STM approval letter, dated June 15, 1989, requires that the Department be contacted if for any reason the system is shut down for a period greater than forty- eight hours. To date the Department has not received any information from you or your consultant relative to this recent system shutdown. As such, pursuant to the Departments authority to information-gathering activities and its authority to perform investigate, sample and inspect records, conditions, equipment, practices and property under M.G.L. c. 21E, Subsections 2, 4, and 8, you are directed to provide to the Department the information listed below within thirty days of receipt of this document: 1. the dates when the systems were shutdown and the reasons why they. were shutdown; 2. a summary of existing site conditions (groundwater contaminant concentrations, extent of contamination, etc. ) ; 3 . a summary of work completed since May 1995 including new site data or information; 4. a discussion on the potential impact to human health and the environment as a result of the prolonged shut down of the system and proposed actions to address these impacts; 5. all analytical data collected since the May 1995 report relative to operation any? mainct8iiailtrc'� Of "he above referenced treatment system, including but not limited to Pumping rates of recovery wells, total flow amounts, influent and effluents sampling and analytical results for both the ground water recovery system and sparging and venting system; 6. a proposal and timeline for repairing/upgrading the treatment systems The above deadline constitutes an interim deadline pursuant to 310 CMR 40.0167 (3) . If you fail to comply with this Request For Information, including, but not limited to, the deadline established above, you could be subject to legal action. You are also hereby notified that submittal of false or misleading information in response to this Request For Information may G Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection ' Southeast Regional Office William F.Weld Governor Trudy Coxe Semi",EOEA Thomas B.Powers Acting Commissim w KNURGENT LEGAL MATTER: PROMPT ACTION NECESSARY ( CERTIFIED MAIL: RETURN RECEIPT REOUESTED { December 16, 1994 Mobil Oil Corporation RE: BARNSTABLE--BWSC 1800 West Park Drive, Suite 450 Route 132 Westboro, Massachusetts 01581 RTN: 4-10991 NOTICE OF RESPONSIBILITY M.G.L. c. 21E, 310 CMR 40. 0000 ATTENTION: Walter Valencia, Environmental Engineer On December 13, 1994, at 10: 30 p.m. , the Department of Environmental Protection (the- "Department") received oral notification of a release and/or threat of release of -oil and/or hazardous material at the above referenced property, which requires one or more response actions. In addition to oral notification, 310 CMR 40.0333 requires that a completed Release Notification Form (BWSC-003, attached) be submitted to the Department within sixty (60') calendar days of the date of the oral notif ieatio,-.. The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c.21E, and the Massachusetts Contingency Plan (the "MCP") , 310 CMR 40.0000, require the performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at this property. For purposes of this Notice of Responsibility, the terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. 20 Riverside Drive 9 Lakeville,Massachusetts 02347 a FAX(506)947-6557 9 Telephone (508) 9WZ700 f -2 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 Mobil Oil Corporation) are a Potentially Responsible Party . (a "PRP") with liability under M.G.L. c.21E S5, 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 S5. This liability is also "joint and several", meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties. The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials. By taking prompt action, you may significantly lower - your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions. You may also avoid the imposition of, the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4.00. Please refer to M.G.L. . c.21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c.21E is attached to this notice. At the time of oral notification to the Department, the following response actions were approved as an Immediate Response Action (IRA) : • Assessment only. Specific approval is required from the. Department for the implementation of all IRAs, with the exception of assessment activities, the construction of a fence and/or the posting of signs. This site shall not be deemed to have had; all the necessary and required response actions taken for it 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. In addition, the Department requires that you submit a written IRA Plan. to this office which addresses remedial actions to be taken at this location within 30 days from receipt of this Notice. This deadline constitutes an enforceable . interim deadline established pursuant to 310 CMR 40.0167. The written IRA Plan must include, but is not limited to, the following: • An explanation of events causing the treatment system to fail, thereby causing a release of contaminated groundwater onto the ground surface and into a catch basin. I , -3- • An explanation of how you intend to prevent a reoccurrence of this type of release. • Be advised that any changes in the design or operation. of the existing treatment system may need prior approval by the Department. Additional submittals are necessary with regard to this notification including, but not limited to, the filing of an IRA Completion Statement and/or a Response Action Outcome (RAO) statement. The MCP requires that a fee of $750.00 be submitted to the Department when an RAO statement is filed greater. than 120 days from the date of initial notification. You must employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perform the necessary response actions at this site. You may obtain a list of the names and addresses of these licensed professionals from the Board of Registration of Hazardous Waste Site Cleanup Professionals at (617) 556-1145. If you have any questions relative to this notice, please contact Leonard Pinaud at the letterhead address or at (508) 946- 2859. All future communications regarding this release must reference the following Release Tracking Number: 4-10991. Very truly ours, Richard F. Packard, . Chief Emergency Response/ Release Notification Section P/LP/jt CERTIFIED MAIL #Z235 539 718 RETURN RECEIPT REQUESTED Attachments: Release Notification Form; BWSC-003 and Instructions Summary of Liability under M.G.L. c.21E cc: Town of Barnstable Board of Selectmen 367 Main Street Hyannis, MA 02601 ATTN! Warren E. Hansen, Chairman Town of Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 ATTN: Brian R. Grady, R.S. , Chairman 1 -4- cc: Fire Department 3249 Main Street Barnstable, MA 02630 DEP - SERO ATTN: Andrea Papadopoulos, Deputy Regional Director. Groundwater & Environmental Services, Inc. 85 Flagship Drive-Suite E•North Andover,MA 01845•(508)688-8100•FAX(508)688-604A)Vv }';;z r« n ,� LETTER OF TRANSMITTAL LET -7 P_ :r_- TO: Mr. Warren J. Rutherford, Town Manager DATE: 5 October 1994 Barnstable Board of Selectmen GES JOB NO.: 7003-0060 Town Hall REGARDING: Mobil Service Station#01=QJN 367 Main Street 1449 Iyanough Road, Hyannis, MA Hyannis, Massachusetts 02601 Barnstable-WSC-4-0214 Permit#82641 ENCLOSED ARE: NO.COPIES DATED DESCRIPTION 1 5 October 1994 Tier 1B Classification& Permit Statement Transmitted For: [ ] Approval [ ] Use [X] As Requested [ ] Other COMMENTS: Enclosed please find the executed Tier 1B Classification &Permit Statement for the above-referenced location. COPIES TO: M. Jablonski, DEP-SERO B. Grady,Barnstable BOH BY: 4d /� C Heidi M. Resca Project Manager Connecticut•Massachusetts• Rhode Island L I zt Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup (BWSC) TIERI TRANSITIONCLASSIFICATIONAND PERMITSTATEMENT This Permit is Issued to: For DEP Use Only One Permittee Effective Date: Expiration Date: ❑ More than One Permittee* *A list of all Permittees is attached. One Permittee: Name of Organization: Mobil Oil Corporation Permittee Name: )WW&e)(MKd4 Walter Valencia Title: Environmental Project Engineer Street: 1 Technology Park Drive City/Town: Westford State: MA Zip code: 01866 Telephone: 508-392-3005 DEP Finding Concerning der Classification ❑ Transition Tier IA (BWSC04) Transition Tier 113 (BWSC05) Permit No. 82641 This permit authorizes comprehensive remedial response actions at: Disposal Site Number: 4-0214 Disposal Site Name: Mobil Station No.01-OJN Street: 14491yanough Road City/Town: Hyannis State: MA Zip code: 02630 The Permittee has 120 days from receipt of this Transition Permit to sign and submit the Transition Statement. This permit shall be effective upon the Department's receipt of the signed and dated Transition Statement. This permit shall expire 5 years from its effective date. Permit Conditions (1) All response actions conducted pursuant to this Tier I Permit shall comply at all times with M.G.L.c.21E,310 CMR 40.0000,the terms and conditions of the permit and any other applicable federal, state or local law. (2) In every proceeding,the burden shall be on the Permittee to demonstrate compliance with the terms and conditions of a permit at all times. (3) Each Permittee shall comply with: (a) submittal of a Class A,B or C Response Action Outcome Statement within five years of the effective date of the permit, unless otherwise provided in the permit; (b) submittal of a copy of the signed and completed Transition Classification and Permit Statement to the Chief Municipal Officer(s) and the local boards of health for the communities where the disposal site is located. Rev. 12/93 1 Cp (c) notification in writing to the Department: 1. as required in 310 CMR 40.0500; 2. upon gaining knowledge of any technical,financial or legal inability to perform any necessary response action,in accordance with 310 CMR 40.0172; 3. upon a decision by a permittee who is performing response actions as an Other Person to not proceed as required by the permit; and 4. of any change in the LSP of Record for the disposal site no later than ten days after the effective date of such change through the filing of a Minor Permit Modification by the permittee in accordance with 310 CMR 40.0725; (d) compliance with: 1. all applicable submittal requirements, including but not limited to,scopes of work,Status Reports, Completion Statements, Phase Reports, and RAOs; 2. all requirements for record keeping and document retention, including but not limited to 310 CMR 40.0014,310 CMR 40.0022 and 310 CMR 40.0023; 3. the Notification Regulations, 310 CMR 40.0300,in the event of discovery of a new releases located at the disposal site,threat of release or Imminent Hazard; 4. the management procedures for excavated soils and wastes and requirements for remedial air emissions set forth in 310 CMR 40.0030and 310 CMR 40.0040;and 5. all public involvement activities required by 310 CMR 40.1400through 40.1406; (e) inclusion of the Disposal Site Number and the permit number on documents submitted to the Department with respect to the disposal site; (f) certification of documents submitted to the Department as required by 310 CMR 40.0009; (g) evaluation of the need to perform Immediate Response Actions in accordance with 310 CMR 40.0400as new or additional information about the disposal site is obtained; (h) modification or cessation of any response action as necessary to maintain compliance with any permit condition or to prevent an actual or potential threat to health, safety,public welfare,or the environment; (ii) notification, orally or in writing,to the Department within seventy-two hours of obtaining knowledge of the need to modify or cease any response actions for the reasons in 310 CMR 40.0740(3)(h);provided that any such oral notification shall be confirmed by the permittee in writing within sixty days of such oral notice and any written notice shall include a Status Report prepared by an LSP;and timely remediation of any adverse impacts to health, safety,public welfare or the environment that result from the performance of response actions; (j) at disposal sites where groundwater investigation is necessary,delineation of the vertical and horizontal extent of contamination, identification and confirmation of groundwater flow directions, identification of groundwater migration pathways,including but not limited to,the identification of possible partitioning of dissolved volatile organic compounds at the water table interface which may lead to vapor transport into subsurface structures, homes or other occupied or unoccupied buildings,and monitoring of groundwater wells,discharges and/or other monitoring points in a manner which provides for the timely development or representative information about conditions and changes in conditions at the disposal site; (k) acquisition of all required federal, state and local permits; 0) proper operation and maintenance of all treatment, storage, abatement or control systems and of all equipment required to continue or complete response actions; (m) authorization for personnel and authorized agents of the Department to enter, at reasonable times and upon the presentation of credentials, any premises owned or controlled by the permittee for the purpose of investigating, sampling,or inspecting any records, conditions, equipment, practice or property relating to response actions at the disposal site,or protecting health, safety,public welfare, or the environment; and (n) notification upon a change of the Primary representative in accordance with 310 CMR 40.0703(7),if one is designated. (4) A Tier I Permit does not grant any property rights or exclusive privileges,nor does it authorize any injury to private property or invasion of property rights. Rev. 12/93 2 u-m r Special Conditions: Special conditions, as set forth in Attachment A,are included in this permit. Each Permittee shall comply with these special conditions. ❑ Yes Of No DEP Authorization Issued by the Department of Environmental Protection: Name (Print): b f 4 t ate of Issuance: 4, Signature Notice of Appeal Rights Any person aggrieved by this permit decision may request an adjudicatory hearing within 21 days of the date of issuance (the postmark date of this Permit as described in 310 CMR 40.0008)of this permit, if the Department has imposed special conditions (as set forth in Attachment A) without the Permittees consent or agreement, in accordance with 310 CMR 40.0050. Rev. 12/93 3 Primary Representative and LSP Information Primary Representative (only applicable if there is more than one Permittee). For more than one Permittee, a Primary Representative can be designated and authorized. If you are designating a Primary Representative provide the following information: N Check if Primary Representative is also a Permittee. Name of Organization: Mobil Oil Corporation Primary Representative Name: Walter Valencia Title: Environmental Project Engineer Street: 1 Technology Park Drive City/Town: Westford State: MA Zip 01886 Code: Telephone: 508 _ 392 3005 Prima Representative Certification: i Primary D I certify under the penalties of law that 1 am fully authorized to act on behalf of all persons conducting response actions under this permit for the following purposes: a) to receive oral and written correspondence from DEP with respect to this permit; b) to receive oral and written correspondence from DEP with respect to the performance of response actions upon issuance of a Tier I permit; and c) to receive any statement of fee required by 310 CMR 4.03(3)under this Tier I permit. I am aware that there are significant penalties, including,but not limited to,possible fines and imprisonment, for wilfully submitting false,inaccurate, or incomplete information. Name (Print): Walter Valencia Position or Title: Envirorneiital Proj ct Engineer Signature: Date: 05 October 1994 Note: The Primary Representative for more than one Permittee will receive the annual compliance assurance fee statement for the disposal site. LSP Information Provide the following information if an LSP has been engaged or employed to submit LSP Opinions concerning response actions that were approved prior to October 1,1993. Name (Print): Kevin J. Kavanaugh License Number: 7610 Transition Statements Note: Each Pernittee must complete this section. For disposal sites with more than one Permittee, make copies of this section,have each Permittee complete this information, and then attach all copies to this Transition Permit. Rev. 12/93 4 I Check one of the following to indicate your response and then sign the appropriate paragraph (1 through 3)and the Certification of Submittal: X I accept the Transition Permit (sign "1") ❑ I do not accept the Transition Permit and I am attaching a Major Permit Modification application (sign "2") ❑ I do not accept the Transition Permit and I intend to conduct response actions which were approved by the Department prior to October 1, 1993. (sign "3-A") ❑ I do not accept the Transition Permit and I do not intend to conduct response actions which were approved by the Department prior to October 1,1993(sign "3-B"). 1. Transition Permit Acceptance Statement I agree to conduct all response actions pursuant to the terms and conditions of any and all Department approvals that are in effect as of October 1,1993 as shown in Attachment Bl. I agree to conduct all future response actions at this disposal site which are,not subject to an existing Department approval in accordance with this Permit and the provisions of 310CMR 40.0000,including response actions with approvals pending on October 1, 1993 and subsequently approved and listed in Attachment'B2. I believe that I have the technical,financial,and legal ability to proceed with response actions at this site in accordance with M.G.L.c.21 E,310 CMR 40.0000and other applicable requirements. I am aware of the requirements set forth in 310 CMR 40.0172for notifying the Department in the event that I am unable to proceed with such response actions. Name (Print): Walter Valencia Position or title. Environm tal Proj ct Engineer Signature: Date: 05 October 1994 2. Transition Statement (if not accepting Transition Permit and attaching Major Permit Modification application). I do not accept the enclosed Transition Permit, since the disposal site,in the Opinion of an LSP may be reclassified as Tier (Insert Tier 113, IC,or Tier II,whichever is applicable). I am attaching a Major Permit Modification application pursuant to 310 CMR 40.0707. Name (Print): Position or title: Signature: Date: 3. Transition Statement if not accepting Transition Permit and providing statement regarding future response actions at the disposal site. 3-A. RP/PRP/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 were approved by the Department prior to October I, 1993. I have attached and incorporated within this Statement a schedule for when this work will be completed and a Status Report indicating whether one or more Temporary and/or Permanent Solutions have been achieved or will be achieved at the disposal site,including an LSP Opinion regarding the completion of response actions to date and the response actions remaining in order to achieve a Temporary or Permanent solution at the disposal site. Name (Print): Position or title: Signature: Date: 3-B. RP/PRP/Other Person does not intend to conduct response actions approved by DEP prior to October 1,1993. Rev. 12/93 5 • r I do not accept the enclosed Transition Permit and do not intend to conduct response actions including any response actions approved by the Department prior to October 1,1993. 1 have attached an explanation of why I will not continue with response actions at the disposal site including, where appropriate, an explanation of any technical,financial,or legal inabilities that preclude me from undertaking response actions at the disposal site as outlined in 310 CMR 40.0172. I have attached and incorporated within this Statement, a Status Report indicating whether one or more Temporary and/or Permanent Solutions have been achieved or will be achieved at the disposal site, including an LSP Opinion regarding the completion of response actions to date and the response actions remaining in order to achieve a Temporary or Permanent Solution at the disposal site. Name (Print): Position or title: Signature: Date: Certification of Submittal (All recipients must sign the following certification) I certify under the penalties of law that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this certification,, and that, based on my inquiry of those individuals immediately responsible for obtaining the information, the material information contained herein is,to the best of my knowledge and belief,true,accurate and complete. I am aware that there are significant penalties, including, but not limited to, possible fines and imprisonment, for wilfully submitting false, inaccurate or incomplete information. Name (Print): Walter Valencia Position or title: Environmen al Project Engineer Signature: -- Date: 05 October 1994 This Attachment will be completed by DEP ATTACHMENT A TO PERMIT NO. 82641 Each Perntittee shall comply with the following special conditions: 1� Check here if not applicable to this permit. Rev. 12/93 6 This Attachment will be completed by DEP ATTACHMENTB TO PERMIT NO. 82641 BE The following Department approvals were in effect as of October 1,1993: 0 Check here if not applicable to this permit. B2. The following response actions, which were pending as of October 1,1993,and are now approved by DEP and in effect under this permit. Check here if not applicable to this permit. 7 Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection ° Southeast Regional Office William F.Weld Govemor Trudy Coxe Secretary,EOEA Thomas B Py wens June 4, 1994 �6 Monique M. Hawkins RE: BARNSTABLE--WSC-4-0214 Mobil Oil Corporation Mobil Station No. 01-QJN 1 Technology Park Drive 1449 Iyanough Road Westford, .Massachusetts 01886 Permit # 82641 Tier I Transition Classification and Permit Statement Dear Ms. Hawkins: 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 (310 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. Mobil Oil Corporation has been previously identified as a "Potential Responsible Party" (PRP) for the above--- referenced site with liability under MGL c.21E §5. 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 bey 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. The new regulations allow DEP 20 Riverside Drive a Lakeville,Massachusetts 02347 a FAX(508)947-6557 9 Telephone (508) 946-2700 -2- t� to determine the nature and extent of Departmental oversight required for transition priority disposal sites and, based on the criteria .in 310 CMR 40. 0730, classify ,them as Tier IB sites instead of the categorical Tier IA. Using these criteria and existing available information, the Department has determined that the above-referenced site is classified as Tier IB. 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 sites 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 IB will be assessed starting October 1., 1993 . The ;Tier _ IB Transition Permit is effective upon the Department's receipt of the signed and dated Transition Statement r310 CMR 40. 0640 (3) (b) 1.a) . (2) Disagree with Transition Statement: If you do not agree - with the Department's determination that this site should be .:, classified as Tier IB because, in the Opinion of an LSP, the site should be reclassified as 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 I -3- 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 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 causefor 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 f,. -4- ($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. 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. Should you_ have any questions about - this letter or the Transition Statement, please contact Mark Jablonski at (508) 946- 2819 or at the above letterhead address. Very truly yours, ' )regg nt, Acti g Regional Engineer for Waste Site •Cleanup H/DAM/it Attachments: Summary of Redesigned Program Fact Sheet on LSPs Transition Fact Sheet #5 310 CMR 40. 0730 CERTIFIED MAIL #Z235 539 765 RETURN RECEIPT REQUESTED cc: Barnstable Board of Health Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Brian R. Grady, Chairman Barnstable Board of Selectmen Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Warren J. Rutherford, Town Manager DEP - BOSTON ATTN: Madeline Snow DEP - SERO ATTN: Data Entry , MA Groundwater & Environmental Services, Inc. 85 Flagship Drive-Suite E•North Andover,MA 01845.(508)688-8100•FAX(508)688-6041 LETTER OF TRANSMITTAL TO: Mr. Brian R. Grady, Chairman DATE: 5 October 1994 Barnstable Board of Health GES JOB NO.: 7003-0060 Town Hall REGARDING: Mobil Service Station#01-QJN 367 Main Street 1449 Iyanough Road, Hyannis, MA Hyannis, Massachusetts 02601 Barnstable-WSC-4-0214 Permit#82641 ENCLOSED ARE: NO.COPIES DATED DESCRIPTION 1 5 October 1994 Tier 1B Classification &Permit Statement Transmitted For: [ ] Approval [ ] Use [X] As Requested [ ] Other COMMENTS: Enclosed please find the executed Tier 1B Classification & Permit Statement for the above-referenced location. COPIES TO: M. Jablonski, DEP-SERO W. Rutherford, Barnstable BOS BY: Heidi M. Resca Project Manager Connecticut.Massachusetts• Rhode Island Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup (BWSC) TIERI TRANSI'I'IONCLASSMCATIONAND PERART STATEMENT This Permit is Issued to: For DEP Use Only One Permittee Effective Date: Expiration Date: ❑ More than One Permittee' •A list of all Permittees is attached. One Permttee: Name of Organization: Mobil Oil Corporation Permittee Name: X0W&eKM*Ka4 Walter Valencia Title: Environmental Project Engineer Street: 1 Technoloev Park Drive City/Town: Westford State: MA Zip code: 01866 Telephone: 508-392-3005 DEP Finding Concerning Tier Classification ❑ Transition Tier IA (13WSC04) pst Transition Tier III (BWSC05) Permit No. 82641 This permit authorizes comprehensive remedial response actions at: P P P Disposal Site Number: 4-0214 Disposal Site Name: Mobil Station No.01-OJN Street: 1449Ivanough Road City/Town: Hyannis State: MA Zip code: 02630 The Permittee has 120 days from receipt of this Transition Permit to sign and submit the Transition Statement. This permit shall be effective upon the Department's receipt of the signed and dated Transition Statement. This permit shall expire 5 years from its effective date. Permit Conditions (1) All response actions conducted pursuant to this Tier I Permit shall comply at all times with M.G.L.c.21E,310 CMR 40.0000,the terms and conditions of the permit and any other applicable federal, state or local law. (2) In every proceedin.g,the burden shall be on the Permittee to demonstrate compliance with the terms and conditions of a permit at all times. (3) Each Permittee shall comply with: (a) submittal of a Class A,B or C Response Action Outcome Statement within five years of the effective date of the permit, unless otherwise provided in the permit; (b) submittal of a copy of the signed and completed Transition Classification and Permit Statement to the Chief Municipal Officer(s) and the local boards of health for the communities where the disposal site is located. Rev. 12/93 1 I (c) notification in writing to the Department: 1. as required in 310 CMR 40.0500; 2. upon gaining knowledge of any technical,financial or legal inability to perform any necessary response action,in accordance with 310 CMR 40.0172; 3. upon a decision by a permittee who is performing response actions as an Other Person to not proceed as required by the permit; and 4. of any change in the LSP of Record for the disposal site no later than ten days after the effective date of such change through the filing of a Minor Permit Modification by the permittee in accordance with 310 CMR 40.0725; (d) compliance with: 1. all applicable submittal requirements,.including but not limited to,scopes of work,Status Reports, Completion Statements, Phase Reports, and RAOs; 2. all requirements for record keeping and document retention, including but not limited to 310 CMR 40.0014,310 CMR 40.0022 and 310 CMR 40.0023; 3. the Notification Regulations, 310 CMR 40.0300,in the event of discovery of a new releases located at the disposal site,threat of release or Imminent Hazard; 4. the management procedures for excavated soils and wastes and requirements for remedial air emissions set forth in 310 CMR 40.0030and 310 CMR 40.0040;and 5. all public involvement activities required by 310 CMR 40.1400through 40.1406; (e) inclusion of the Disposal Site Number and the permit number on documents submitted to the Department with respect to the disposal site; (1) certification of documents submitted to the Department as required by 310 CMR 40.0009; (g) evaluation of the need to perform Immediate Response Actions in accordance with 310 CMR 40.0400as new or additional information about the disposal site is obtained; (h) modification or cessation of any response action as necessary to maintain compliance with any permit condition or to prevent an actual or potential threat to health, safety,public welfare,or the environment; (i) notification, orally or in writing,to the Department within seventy-two hours of obtaining knowledge of the need to modify or cease any response actions for the reasons in 310 CMR 40.0740(3)(h);provided that any such oral notification shall be confirmed by the permittee in writing within sixty days of such oral notice and any written notice shall include a Status Report prepared by an LSP;and timely remediation of any adverse impacts to health,safety,public welfare or the environment that result from the performance of response actions; G) at disposal sites where groundwater investigation is necessary,delineation of the vertical and horizontal extent of contamination, identification and confirmation of groundwater flow directions, identification of groundwater migration pathways,including but not limited to, the identification of possible partitioning of dissolved volatile organic compounds at the water table interface which may lead to vapor transport into subsurface structures, homes or other occupied or unoccupied buildings,and monitoring of groundwater wells,discharges and/or other monitoring points in a manner which provides for the timely development or representative information about conditions and changes in conditions at the disposal site; (k) acquisition of all required federal, state and local permits; (1) proper operation and maintenance of all treatment, storage, abatement or control systems and of all equipment required to continue or complete response actions; (m) authorization for personnel and authorized agents of the Department to enter, at reasonable times and upon the presentation of credentials, any premises owned or controlled by the permittee for the purpose of investigating, sampling,or inspecting any records, conditions, equipment, practice or property relating to response actions at the disposal site,or protecting health, safety,public welfare, or the environment; and (n) notification upon a change of the Primary representative in accordance with 310 CMR 40.0703(7),if one is designated. (4) A Tier I Permit does not grant any property rights or exclusive privileges,nor does it authorize any injury to private property or invasion of property rights. Rev. 12/93 Special Conditions: Special conditions, as set forth in Attachment A,are included in this permit. Each Permittee shall comply with these special conditions. ❑ Yes No DEP Authorization Issued by the Department of Environmental Protection: Name (Print): :V It, •t14 Pate of Issuance: Signature n�- Notice of Appeal Rights Any person aggrieved.by this permit decision may request an adjudicatory hearing within 21 days of the date of issuance (the postmark date of this Permit as described in 310 CNIR 40.0008)of this permit, if the Department has imposed special conditions (as set forth in Attachment A) without the Petmittees consent or agreement, in accordance with 310 CMR 40.0050. I Rev. 12/93 3 f f Primary Representative and LSP Information Primary Representative (only applicable if there is more than one Permittee). For more than one Permittee, a Primary Representative can be designated and authorized. If you are designating a Primary Representative provide the following information: N Check if Primary Representative is also a Permittee. Name of Organization: Mobil Oil Corporation Primary Representative Name: Walter Valencia Title: Environmental Project Engineer Street: 1 Technology Park Drive City/Town: Westford State: MA Zip 01886 Code: Telephone: 508 _ 392 _ 3005 Primary Representative Certification: I certify under the penalties of law that I am fully authorized to act on behalf of all persons conducting response actions under this permit for the following purposes: a) to receive oral and written correspondence from DEP with respect to this permit; b) to receive oral and written correspondence from DEP with respect to the performance of response actions upon issuance of a Tier I permit; and c) to receive any statement of fee required by 310 CMR 4.03(3)under this Tier I permit. I am aware that there are significant penalties, including,but not limited to,possible fines and imprisonment, for wilfully submitting false,inaccurate, or incomplete information. Name (Print): Walter Valencia Position or Title: Environme9tal Proj ct Engineer Signature: Date: 05 October 1994 Note: The Primary Representative for more than one Permittee will receive the annual compliance assurance fee statement for the disposal site. LSP Information Provide the following information if an LSP has been engaged or employed to submit LSP Opinions concerning response actions that were approved prior to October 1, 1993. Name (Print): Kevin J. Kavanaugh License Number: 7610 Transition Statements Note: Each Pertittee must complete this section. For disposal sites with more than one Permittee, make copies of this section,have each Permittee complete this information, and then attach all copies to this Transition Permit. Rev. 12/93 4 Check one of the following to indicate your response and then sign the appropriate paragraph (1 through 3)and the Certification of Submittal: $1 I accept the Transition Permit (sign "I") ❑ I do not accept the Transition Permit and I am attaching a Major Permit Modification application (sign "2") ❑ I do not accept the Transition Permit and I intend to conduct response actions which were approved by the Department prior to October 1,1993. (sign "3-A") ❑ I do not accept the Transition Permit and I do not intend to conduct response actions which were approved by the Department prior to October 1,1993(sign "3-B"). 1. Transition Permit Acceptance Statement I agree to conduct all response actions pursuant to the terms and conditions of any and all Department approvals that are in effect as of October I,1993 as shown in Attachment BI. I agree to conduct all future response actions at this disposal site which are not subject to an existing Department approval in accordance with this Permit and the provisions of 310 CMR 40.0000,including response actions with approvals pending on October 1, 1993 and subsequently approved and listed in Attachment B2. I believe that I have the technical,financial,and legal ability to proceed with response actions at this site in accordance with M.G.L.c.21 E,310 CMR 40.0000and other applicable requirements. I am aware of the requirements set forth in 310 CMR 40.0172for notifying the Department in the event that I am unable to proceed with such response actions. Name (Print): Walter Valencia Position or title: Eriviroruneptal Project Engineer Signature: Date: 05 October 1994 2. Transition Statement (if not accepting Transition Permit and attaching Maior Permit Modification application). I do not accept the enclosed Transition Permit, since the disposal site,in the Opinion of an LSP may be reclassified as Tier (Insert Tier IB, IC,or Tier II,whichever is applicable). I am attaching a Major Permit Modification application pursuant to 310 CMR 40.0707. Name (Print): Position or title: Signature: Date: 3. Transition Statement if not accepting Transition Permit and providing statement regarding future response actions at the disposal site. 3-A. RP/PRP/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 were approved by the Department prior to October I, 1993. I have attached and incorporated within this Statement a schedule for when this work will be completed and a Status Report indicating whether one or more Temporary and/or:Permanent Solutions have been achieved or will be achieved at the disposal site,including an LSP Opinion regarding the completion of response actions to date and the response actions remaining in order to achieve a Temporary or Permanent solution at the disposal site. Name (Print): Position or title: Signature: Date: 3-B. RP/PRP/Other Person does not intend to conduct response actions approved by DEP prior to October 1,1993. Rev. 12/93 5 I do not accept the enclosed Transition Permit and do not intend to conduct response actions including any response actions approved by the d, Department prior to October 1,1993. I have attached an explanation of why I will not continue with response actions at the disposal site including, where appropriate, an explanation of any technical, financial,or legal inabilities that preclude me from undertaking response actions at the disposal site as outlined in 310 CMR 40.0172. I have attached and incorporated within this Statement, a Status Report indicating whether one or more Temporary and/or Permanent Solutions have been achieved or will be achieved at the disposal site, including an LSP Opinion regarding the completion of response actions to date and the response actions remaining in order to achieve a Temporary or Permanent Solution at the disposal site. Name (Print): Position or title: Signature: Date: Certification of Submittal (All recipients must sign the following certification) I certify under the penalties of law that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this certification,. and that, based on my inquiry of those individuals immediately responsible for obtaining the information, the material information contained herein is,to the best of my knowledge and belief,true,accurate and complete. I am aware that there are significant penalties, including, but not limited to, possible fines and imprisonment, for wilfully submitting false, inaccurate or incomplete information. Name (Print): Walter Valencia Position or title: Environmen al Project Engineer Signature: Date: 05 October 1994 This Attachment will be completed by DEP ATTACHMENT A TO PERMIT NO. 82641 Each Permittee shall comply with the following special conditions: H Check here if not applicable to this permit. Rev. 12/93 6 f This Attachment will be completed by DEP ATTACHMENTB TO PERMIT NO. 82641 B1. The following Department approvals were in effect as of October 1,1993: Check here if not applicable to this permit. B2. The following response actions, which were pending as of October 1,1993,and are now approved by DEP and in effect under this permit. t �I Check here if not applicable to this permit. 7 Mobil Oil Corporation WESTFORD TECHNOLOGY PARK 1 TECHNOLOGY PARK DRIVE WESTFORD,VIA01886 November 24, 1993 Department of Environmental Protection Southeast Regional Office 20 Riverside Drive . Lakeville, Massachusetts 02347 ATTN: Cynthia A_ Baran DEP ID# 4-0214 S/S# 01-QJN GROUNDWATER RECOVERY WELL REPLACEMENT WORK PLAN 1449 ROUTE 132. HYANNIS. MA Dear Cindy: Per our discussion attached is the work plan for the subject well upgrade_ We would like to request your approval to install a new well , RW-3, as a replacement for RW-2 which has had minimal yield since doublewalled tanks were installed and the steel shoring left in place in 1989-90. In addition, RW-1 , which is located in the remediation shed, has showed a significant decrease in yield due to clogging and biological fouling that naturally occurs over time (from _3 gpm to as low as .004 gpm) . It is anticipated that the new well will replace the existing well in order to achieve the desired radius of influence in the appropriate area necessary to remediate the site. If you have any questions please call me at (508) 392-3005. Sincerely, Monique M. Hawkins Project Engineer CC: L. Nesbitt - w/o attachment, Resna, Hopkinton, MA C. E. Galloway - w/o attachment �v A: McKean - ne_gar'merit � of I ealth-, 367y-M ri St. ;,;H:yaririi �A 0'2tal w/.attachme•nt. K. McNamara - PO B 114Z70sterville, MA 02655-1144 w/attach. S. A. Uphill - Mobil 8B205 w/ attachment �40 J. P. Curtin - Mintz Levin, 1 Financial Center, Boston, M 1 w/ attachment w w Environmental Awareness ®®u W Working to Restore Nature 82 South Street Hopkinton, MA 01748 Phone # (508) 435-3400 FAX # (508) 435-3407 November 15, 1993 Ms. Cindy Baran Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville, Massachusetts 02347 Subject: Ground Water Extraction and Treatment System Upgrade at Mobil Station No. 01-QJN, 1449 Iyanough Road, Hyannis, Massachusetts. Ms. Baran: At the request of Mobil Oil Corporation (Mobil), RESNA Industries Inc. (RESNA) is Proposing to upgrade the existing ground water extraction system at Mobil Station No. 01- QJN, 1449 Iyanough Road, Hyannis, Massachusetts. The installation of an additional 6-inch recovery well is proposed,located as shown on Plate 1. This proposed location is in the area of highest gh ground-water contamination concentration and will expedite ground-water treatment. Attached as Plate 2 is a Process and Instrumentation Diagram. A cross section of the proposed recovery well is shown on Plate 3. Based on design parameters defined and used by Zecco in the 'Permit Application for Commonwealth of Massachusetts Division of Air Quality Control," RESNA estimates that the total operation flow.from RW-1 and the proposed recovery well will not exceed 60 gallons per minute. The dissolved volatile organic compound (VOC) concentrations are expected to be within the Zecco design parameters of the air stripping system, ie. 10,600. parts per billion. The pumping equipment from the existing RW-2 will be relocated to the proposed RW-3. RW-2 does not yield sufficient flows to establish the desired influence on the ground water contours or influence on areas of contamination further north on-Site. Also, the BTEX concentrations from RW-2 have decreased below 100 ppb, resulting in a negligible impact on recovery efforts. RW-1,located inside the recovery shed,likewise has a yield insufficient to establish desired ground water pumping influence, despite efforts redevelop it for increased capacity. RW-1 continues to produce BTEX concentrations of several thousand ppb, but its recovery effectiveness is limited by the flow rate. The proposed RW-3 will be installed in a different manner than the existing wells, utilizing large hollow stem augers, /W, 6 S Ground Water Extraction and Treatment System upgrade Working To Restore Nature Mobil Station No. 01-QJN, Hyannis, Massachusetts which,when retracted, will allow for placement of a sand pack around the well screen. The existing wells are reportedly driven or spun casing and screen without a sand pack.. The existing instrumentation and control features from RW-2 will be salvaged and utilized for RW-3. Various controls start and stop the well pump at predetermined water levels, prevent pumping if the treatment system has failed,or if the equalization tank or air stripper sump triggers a high alarm condition. The ground water from RW-3 will first discharge to the equalization tank, then be pumped through a bag filter to the first of two air strippers. A floor sump captures then effluent of the first stripper and pumps it through a second stripper unit in series to polish the flow prior to release to a surface water discharge to a storm drainage system discharging north of Iyanough Road. Off gas from the first air stripper is routed through vapor phase activated carbon filters in series prior to discharge. Similarly, the vapor extraction system discharges through vapor phase carbon units. An air compressor provides a pressurized air stream for sparging ground water at the bottom of the vapor recovery wells. The operation of the existing ground water sparging system will be concentrated in the area of the proposed RW-3, at vapor_ wells VP-10 and VP-11, to optimize vapor recovery. J The Site will continue to be visited on a bi-weekly schedule for maintenance, monitoring of system operation and field screening of vapor discharges. Monthly water samples of each recovery well and the air stripper effluent will be sent for analysis by a certified laboratory. Quarterly, approximately ten selected monitoring wells will be sampled, as currently occurs. All monitoring wells were sampled for the'latest quarter (approximately 50) as requested by the DEP. These results, and the next year of data, will be reviewed to assess the continued need of annually sampling all wells. Quarterly reports will be prepared combining the well monitoring results with the operation and maintenance data into a single document. Please call if you have questions or require additional information. Sincerely, RESNA Industries Inc. Lawrence J. esbitt, P.E. Manager-Environmental Engineering M , DA ' PHONED OF PHONE 7 7 � RET{JRNEO .' YOfIT AREA C% NUMBER EXTENSION ' P{EArif C AI�' MESSAGE r Ud4LL GALL 'r .AGAIN GAME To JI 5EE Y,OU 00 iAfANfiS TD SEA Y.flU SI N D' TOPS FORM4003 C.9 s _ s !t - r FOR T6/. IM v ,� [[0 l PI�flNEp E3)='fIJRF�I>L1 PHONE- AREA -�- YEIIJR LL COOE NUMBER EXTENSION EiGE � t weO, ro GNED 1 4�1- TOPS FORM 4003 VJ r z f f, Commonwealth of Massachusetts A A P0100411%MrAL Executive Office of Environmental Affairs 5C16�3 � Department of � � YI'1�pi1� ' Environmental Protection u,)Ai&e6 Southeast Regional Office �. 06 �� . William F.Weld �EL ("V 3 7 ciwernor v Trudy Coxe 0 Thom"B.Powers Acdng �8 (0709)X3_ January 4, 1995 Hyannis Mobil RE:. BARNSTABLE--BWP 1449 Rte .132 �. Hyannis, Massachusetts 02601 310 CMR 30.000, 310 CMR 7.24 (6) Hazardous Waste Status: Unregistered C> / Stage II ID#.• 00714 Action F-L1 NON-SE-95-2002 ATTENTION: Mr. Richard Falvey `( V NOTICE OF NONCOMPLIANCE THIS IS AN IMPORTANT NOTICE. FAILURE- TO TAKE ADEQUATE ACTION IN RESPONSE TO THIS NOTICE COULD RESULT IN SERIOUS LEGAL CONSEQUENCES. Department personnel, on December 29, 1994, conducted a Multi- Media compliance inspection at Hyannis. Mobil located on Route 132, Hyannis, Massachusetts, and observed activity in noncompliance with, one or more laws, regulations, orders, licenses, . permits or approvals enforced by the Department. The a3::rl.Csc of, ta.is inspection was to determine the status of �. Hyannis Mobil relative to compliance with the Massachusetts Hazardous Waste Regulations as contained in 310 CMR 30.000 and adopted under the provisions of Sections 4, 6 and 9 of Chapter 21C of the Massachusetts General Laws as applicable and the . Massachusetts Air Quality Regulations, adopted under the provisions of Sections 142A-J of Chapter 111 and 310. CMR 7.24 (6) . Attached hereto 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. An administrative penalty may be assessed for every day from now on that you are in noncompliance with the requirements described in this Notice of Noncompliance. - i 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 a Telephone (508) 946-2700 ' a -2- Notwithstanding this Notice of Noncompliance, the Department reserves the right to exercise the full extent of its legal authority in order to obtain. full compliance with all applicable requirements, including, but not limited to, criminal prosecution, civil. action including court-imposed civil penalties, or administrative penalties assessed by the Department. very truly yours, Gerald A. Monte, Chie Compliance and Enforcement Section M/AAM/re CERTIFIED MAIL NO. Z 276 552 328 RETURN RECEIPT REQUESTED Attachment cc: DEP-SERO ATTN: C. Natho DEP-BOSTON Office Of Enforcement ATTN: Bob Bois DEP-Boston ATTN: Chris Ayers Susan Figelman Fire Department 3249 Main St. Barnstable, MA 02601 Health Department Barnstable Town Hail 367 Main St. , Barnstable, MA 02601 NOTICE OF NONCOMPLIANCE NONCOMPLIANCE SUMMARY NAME OF ENTITY IN NONCOMPLIANCE: Hyannis Mobil LOCATION WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: 1449 Route 132 Hyannis, Massachusetts DATE WHEN NONCOMPLIANCE OCCURRED OR WAS' OBSERVED: December 29, .1994 DESCRIPTION OF NONCOMPLIANCE. REQUIREMENTS NOT COMPLIED WITH, ACTION TO BE TAKEN AND THE DEADLINE FOR TAKING SUCH ACTION: Department personnel from the Bureau of Waste Prevention conducted a multi-media compliance inspection at Hyannis Mobil on the above date. In addition, an industrial wastewater screening was accomplished. During the inspection, the following violations were observed relative .to Hazardous Waste: 1. Hyannis Mobil is generating and accumulating waste oil without having first. notified the Department of said activity, in violation of 310 CMR 253 (9) (a) which prescribes this requirement. Therefore, within ten (10) days, upon receipt of this Notice, the Department requires that Hyannis Mobil complete and submit the enclosed "Generator Registration Form" to the Department. 2. Manifest records were not available for review at the time of the inspection, in violation of 310 CMR 30.351(10) (f) which references 30.331. Therefore, within twenty-five (25) days, upon receipt of this Notice the Department requires that copies of all manifest records for the year 1994 be obtained for review. 3. Hyannis Mobil maintains a 1000 gallon underground waste oil storage tank which was not labeled, a violation of 310 CMR 30.253 (5) (b) , 30.351(8) (a) which references 30.340(1) (b) . Therefore, effective immediately, the access point of the storage tank shall be labeled with the following; a. The words "Waste 0il"; b. The type of hazards associated with the waste 1 i � r i i i - —2— identified in words (e.g. toxic) ; and C. The date upon which each period of accumulation begins. This may be maintained in a log book. Hereafter, Hyannis Mobil shall remain in compliance with the regulations governing the labeling of waste oil storage tanks. 4. The fill pipe on the waste oil tank referenced above was not closed and was. not fitted with a spill prevention device in violation of 310 CMR 30.253 (1) (h) (2) (a) . Therefore, within (5) live days upon receipt of this Notice, and thereafter the Department requires that the fill pipe be equipped with a spill prevention device to prevent dripping and spillage when filling and the tank shall be tightly closed d whenever waste oil is not being placed in the tank. 5. Hyannis Mobil had two (2) 55 gallon containers of waste antifreeze being accumulated outside adjacent to the building without first determining if the waste is a hazardous waste in violation of 310 CMR 30.351(10) (b) , which references 30.302. Therefore,within forty-five (45) days, upon receipt of this ' Notice, the Department requires that the company determine if the waste is a hazardous waste. If the waste is determined to be hazardous it must. be shipped off-site Within thirty (30) days of that determination and handled in compliance with all applicable regulations. If you have any questions relative to hazardous waste management, air quality or industrial wastewater, please contact Angela Antonelli-Miller of this office at (508) 946-2 27. DATE: �" BY 7, I Gt l A dC Y Gerald A. Monte, Chi f Compliance and Enfor ement Section i t I Mobil Oil Corporation WESTFORD TECHNOLOGY PARK 1 TECHNOLOGY PARK DRIVE WESTFORD,MA 018M August 30, 1993 Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville, Massachusetts 02347 ATTN: Cynthia A. Baran DEP ID# 4-0214 Quarterly Update - 2Q 93 Mobil Station 01-QJN 1449 Route 132 Hyannis. Massachusetts Dear Cindy: '-- Enclosed are the Second Quarter 1993 Update reports for the subject location. These reports contain the groundwater sampling results collected from selected wells in April 1993, as well as recovery system operation and maintenance activities data during this time period. If you have any questions please call me at (508) 392-3005. Sincerely, I Monique M. Hawkins Project Engineer II CC: B. McDonald - w/attachment, Resna, Hopkinton, MA C. E. Galloway - w/o attachment QM:- _"J-:-Flynn�=Chairman off the--Sel-ect-man-Board CH.y_ann. s_,_._MA7-Q26Q_1_w/attar:ent3 W. C. Murray - 18 Bainbridge Road, West Hartford, CT 06119 w/ attachment S. A. Uphill - w/ attachment J. P. Curtin - Mintz Levin, 1 Financial Center, Boston, MA 02111 w/ attachment off/ Environmer�tcl Awareness I Mobil Oil Corporation WESTFORD TECHNOLOGY PARK 1 TECHNOLOGY PARK DRIVE WESTFORD,MA 01886 December 9, 1993 Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville, Massachusetts 02347 ATTN: Cy nthia A_ Baran DEP ID# 4-0214 Quarterly Update - 4Q 93 Mobil Station 01-QJN 1449 Route 132 Hyannis, Massachusetts Dear Cindy.: Enclosed is the Fourth Quarter 1993 Site Monitoring Report for the subject location. It was prepared by Resna Industries and is dated December 7, 1993. The report contains the groundwater sampling results collected from all site wells in October 1993 and recovery system operation and maintenance activities data through November 2, 1993. The replacement recovery well was successfully installed on December 2 and we expect to have it up and running by December 24, 1993. We hope that this new well will significantly improve the groundwater flow through the recovery system and help to speed up the .rate of the ongoing remediation. Thank you so much for your help in getting the approval for the installation of the recovery well, RW-3, so quickly. We truly appreciate your extra effort hope to give you the news of the improved remediation system operation in the next report. If you have any questions please call me at (508) 392-3005. e 1 y�� M nique M. Hawkins Project Engineer w/attachment CC. i J. P_ Curtin - Mintz Levin, 1 Financial Center, Boston, MA 02111 C. E. Galloway - w/o attachment, Mobil Corporation, Westford, MA [T A' cKean-RR Director--of 'Public Health;- Towri of Barnstable, 67,E [Mai_ n St. ,-Hyannis, MA 02601 I ' _ ��►` K. ' McNamara - PO Box 1144, Osterville, MA 02655-1144 _�_ L. Nesbitt - w/o attachment, Resna, Hopkinton, MA S. Sambade - 43 Meravisa Avenue, Falmouth, MA 02536-6719 B_ A- Sullivan - Mobil 8B908 Environmental Awareness INCIDENT REPORT (Extract NFIRS - 1) DELETE Hyannis Fire Departme-n-b CHANGE . FDID INCIDENT NO, JE.I.NO. MO DAV VR DAY OF WEEK ALARM TIME ARRIVAL TIME TIME IN SERVICE 1922—9 {s{s67 �ttrrday I 00— I XF 00:2S 00 42 TYPE OF SITUATION FOUND TYPE OF ACTION TAKEN MUTUAL AID Spill, leak with no Ignitioi'1 4i RejlJc(ve f')czard 4 REC'D GIVEN N Wcc FIXED PROPERTY USE IGNITION FACTOR LL Ptld3iC Service Staticl)•r 571 GASOLINE ;SMELL 0 J Q CORRECT ADDRESS ZIP CODE CENSUS TRACT O U. OCCUPANT NAME(LAST.FIRST.MI) TELEPHONE ROOM OR APT. I'- HYANN I S MOBIL SER, t ;08} .'s62-3;:260 D-UTS I J d OWNER NAME(LAST.FIRST.MII ADDRESS TELEPHONE o MOBIL OIL CORP. i•yam� I YANOUGH R'D, HYANN I G ;506 7 362 -s28{> U METHOD OF ALARM FROM PUBLIC CO.INSPECTION SHIFT NO,OF ALARMS Telephone d i rec•t to fire departmenj I DISTRICT I NO.OF FIRE PERSONNEL NO.OF ENGINES NO.AERIAL APPARATUS N0.OTHER VEHICLES RESPONDED J RESPONDED RESPONDED RESPONDED i Y W ►- F J Q NO.OF INJURIES - - NO.OF FATALITIES (L W FIRE SERVICE L} OTHER {f FIRE SERVICE tf OTHER LS_ O U U COMPLEX MOBILE PROPERTY TYPE {> 0 OLL W AREA OF FIRE ORIGIN EQUIPMENT INVOLVED IN IGNITION C> 2 W CS W LL d J FORM OF HEAT IGNITION TYPE OF MATERIAL IGNITED FORM OF MATERIAL IGNITED U METHOD OF EXTINGUISHMENT LEVEL OF FIRE ORIGIN ESTIMATED LOSS(DOLLARS ONLY) {> {s 0 NO.OF CONSTRUCTION TYPE STORIES 0 C� EXTENT OF FLAME DAMAGE EXTENT OF SMOKE DAMAGE W U {s LL DETECTOR PERFORMANCE SPRINKLER PERFORMANCE W �•) 0 J � d H TYPE OF MATERIAL GENERATING MOST SMOKE AVENUE OF SMOKE TRAVEL p j If SMOKE {S U SPREAD {S N BEYOND ROOM FORM OF MATERIAL GENERATING MOST SMOKE OF ORIGIN IF MOBILE YEAR MAKE MODEL SERIAL NO. LICENSE N0. PROPERTY 0 - IF EQUIPMENT MAKE - MODEL SERIAL NO. - INVOLVED IN IGNITION {> OFFICER IN CHARGE(NAME,POSITION,ASGMT.) DATE GRANT, DEPUTY ACTING 01i26 PCs MEMBER MAKING REPORT DATE f ARF12NKOP , CAPT. 01:'c_8/la s 1986 ARRAKIS PUBLISHING - COMMENTS: MR.,.l-}/{CL'ONOUGH, MANAGER OF THE RAINBOW MOTEL, CALLED TO REPORT A PROBLEM WITH THE VAPOR RECOVERY SYSTEM AT 1449 I YANOUGH ROAD, HYANN I S MOBIL SERVICE CENTER. HE TOLL" THE FIRE ALARM OPERATOR A MIXTURE OF WATER AND GASOLINE WAS RUNNING OUT OF THIS UNIT AND MOWN INTO THE CATCH BASINS. &V I NG ON LOCATION WE WERE MET BY MR. MCDONOUGH AND DIRECTED TOWARD THIS SPILL. INVESTIGATING WE FOUND WATER, MiiY'Mf_ MIXED WITH A SMALL AMOUNT Or GASOLINE, RUNNING OUT FROM A DISCHARGE OPENING ON BOTH RECOVERY PUMAS. THE P I RST PUMP NEAREST THE MOBIL STATION HAD A CONS I DERADLE AMOUNT OF WATER COME OUT OF IT. I HAD THE TWO FIREFIGHTER WITH ME DIKE BOTH CATCH BASIN WITH SAND, WHILE AWAITING THE:. ARRIVAL OP Tkt DEPUTY. WHEN HE ARRIVED WE GAINED ENTRANCE INTO THIS VAPOR RECOVERY UNIT BY CUTTING A LOCK ON THE GATE AND TOOK A CLOSER LOOK AT THE PROBLEM. WHILE ATTEMPTING TO LOCATE A CARETAKER THE CHIEF CALLED FIRE ALARM VIA PHONE AND TOLD US TO TURN OPP THE POWER SOURCE LEADING TO THIS SYSTEM, AT A SERVICE BOX, HANGING ON A TELEPHONE POLE NEAR THE ROAD WAY, ANTS HE WILL TAKE CARE Cii'• THE PROBLEM IN THE A. M. WE EXPLAINED TO MR. MCDONOUGH WHAT HAD DEEN DONE AND TOLD HIM THE CHIEF WILL TAKE CARE OF THE PROBLEM IN THE A.M. THERE WAS STILL A SLIGHT SMELL OF GASOLINE IN THE AIR WHEN WE DEPARTED THE AREA. WEATHER CONDITION: CLEAR, COLD, WIND OUT OF THE: SOUTHWEST ABOUT 3 MPH, FARRENKOPF, CAPT. Oi/2a/O. o 3 � , �"' �-ewN v (� L— .. tee,w c .- -tie�►.ltrx� DEPARTMENT OF ENVIRONMENTAL L ' ? DIVISION OF HAZARDOUS WASTE One Winter Street Boston, Massachusetts 02108 Please print or type.(Form designed for use on elite 0 2-pitch)type•vriter.) UNIFORM HAZARDOUS 1.Generator US EPA ID No. Manifest 2.Page 1 Information in the shaded areas Document No. of is not required by Federal law. WASTE MANIFEST v�/�1��pf� 11,E�,rr/L/11.J ;� I I I I A.State Mnnifent Document Number 3 3.Generator's Name and Mailing AddressA4�6�L 0"t. Cu��. MA ` C 730897 a 314 S Cr L Cr7'/✓S /(O'JG/ li.State Gen;ID MO�j,+� s7'u7`/G� /1rQTt!• if=K irt�f F),c ✓IL 4.G_enerato_r's Phone 1_J� :Lr�►-S -(aS_ ��jL- �.?iYNs- i9 .I 6. US EPA ID Number C.State Trans.ID. W 5.Transporter 1 Company Name , "1 A D 0 51 119E -414 `1 -31_`> P��L_I1 91 O c�c:r•_c.., T.`x'. _: ,1. S_JL-IGLJ__L_L-L�-�—. � 7.Transporter 2 Company Name 6. US EPA ID Number D.Transpotter's Phone( ► 3�_} 7- D _ I I I I I I I I €`date 1 rans. u, -] I I cV 9.Designated Facility Name and Site Address 10. US EPA ID Number c<: F.Transporter's Phone !.) + ►t r!1t r•(ry;t; G.Stateracility'sID NOt ftegUirr:d ,., 35 tr<�ut ..airs r t'�'`Ct>lr:c'r.C•� MA 01532 It"I Al0101112.19 2.14 4 9 15 li_Facility_ 'sPhonei�t'3tI.13'�3 /'r'S37 v cV - -- 12.Containers 13. �. �14. 11.US DOT Description(Including Propping Name,Hazard Class,and/D Number) Total Unit Waste No. Il Proper Shipping No. Type Quantity WtNol U a. Lw.JSrC i 'Ot �i� al C � .' ;.fh./i:'.�/l�'C• L �':.! C/ �/V.o/t °�� laiQsf+s.i-V ...'i7+fF-sl- rq C) b Z N G rq `n E o N D a. E —! rn R C. O N [C A o C o n 0 R d• H r N - C — -- K.Handling Codes for Wastes Listed Above _ J.Additioi fill Descriptions for)Nat^ria ListedAborefincludephysice/stereBndhezardcoda./ g O ro v b. a ., Z N 15.Special Handling Instructions and Additional Information D E E H •- O Q. 16.GENEnATOR'S CERTIFICATION:1 he,^_by declare that the contents of this consignment are fully and accurately described above by H N proper shipping name and are classified,packed,marked,and labeled,and are in all respects In proper ebndition for transport by;llighway p according to applicable international and national governmenrregulations. U •-.if I am a Inrge quantity generator,i certify that 1 have a program in place to reduce the volume and toxicity of waste generated to the degsent an I have determa threat to ur a economically practicable C anA that I have selected the practicable melfrod of treatment,storage,or diepoial currently available to which minimizes the present and future threat to human health and the environ- N LD n,rnt;OR,it I am a small quantity gear-rotor,1 have made a good faith effort to minimize my waste generation end select the best waste management method that is available to me and that 1 r*1, can afford. - Date N E Printed/Typed Name Signature Month Day Year r. O j - - N T 17.Transporter 1 Acknowledgement of Receipt of Materials r' Date to R - Month Day Year � T A Printed/Typed Name Signet I v N f r C P Date 0 18.Transporter 2 Acknowledgement of Receipt of Materials R Signature Month Day Year T Printed/Typed Name Lo. ancy Indication Space 19. Owner or Operator:Certification of receipt of hazardous materials covered by this manifest except as noted In ItemDate d/Typed Name Signature Month Day Year roan Appot-1 OEM No.2050-0039.Explres 9-30 91 ' A EPA Form 8700-22 (Rev.9-88)Previous editions ire obsolete. COPY>6: GENERATOR MAILS TO DESTINATION STATE AIF S. Russell Sylva Commissioner Gilbert T.Joly Regional Environmental Engineer COPY September 28, 1987 Mobil Oil Corporation RE: BARNSTABLE--OIR/SA4-214 3225 Gallows Road Mobil Service Station, Fairfax, Virginia 22037-0001 1449 Route 132 M.G.L. Chapter 21E ATTENTION: L. Miller Gentlemen: The Department of Environmental Quality Engineering has received two reports entitled "Progress/Summary Report" for the above-referenced site dated July and August, 1987. The reports contained information regarding the installation of five (5) sets of cluster wells at the site and results of analysis of ground water from site monitoring wells. According to the reports the product recovery system if functioning to contain the migration of free product and a total of 5400 gallons of gasoline have been recovered by the system to date. Results of analysis of ground water at the site indicated dissolved gasoline components have migrated beyond the installed site perimeter monitoring wells. Specific questions regarding the reports are included in Attachments A and B. Written responses to questions should be included in the next Progress/Summary Report issued. Please be advised that the Department requires Mobil to complete additional assessment work of contamination at the site and to develop a final remedial response plan (M.G.L. C. 21E, Section 3A(g) . ) Within thirty (30) days of receipt of this letter Mobil must submit an assessment work plan to the Department. The work plan must include detailed descriptions of actions to be taken and a schedule of work to address the following assessment requirements: 1. Develop a site base plan with a scale of one inch equal to thirty feet (1"=301 ) and of sufficient size to include the expected extent of ground water contamination, the easterly shoreline of Shallow Pond and the small pond east of Route 132 that receives the treatment system discharge. The plan must include the following: A) all buildings; B) significant topographic features including land elevations and top of casing elevations; C) all surface drainage features including streams, ditches, catch basins and conduits; D) subsurface wastewater disposal systems; E) underground storage tanks and lines; and F) utilities; tj -2- 2 . Define the extent of dissolved gasoline. contamination at the site. A network of monitoring wells around the site free of detectable levels of dissolved gasoline components is required for definition. The number of monitoring wells needed may be reduced if other plume defining techniques prove useful at the site; 3 . Define the rate of migration of dissolved gasoline components in ground water at the site. All calculations of migration rates must be documented with results; s 4 . Define the ground water capture zone of the operating recovery well (RW) . Provide all calculations of the RW capture zone and locate the capture zone on the site plan. Results generated by an appropriate calibrated ground water model defining the capture zone may be substituted for calculations. Site specific information input to the model must be documented. Within forty (40) days of the Department's approval of the assessment work plan, Mobil must submit a progress report regarding work plan activities to the Department. The progress report must contain results of analysis of ground water by EPA Method 602 for samples obtained from new perimeter monitoring wells and results of any alternative plume defining investigations. Within ninety (90) days of the Department's approval of the assessment work plan, Mobil must submit a final assessment report to the Department including but not limited to items 1-4 listed above. Within sixty (60) days of the ,Department's approval of the final assessment report, Mobil must submit to the Department a feasibility study (FS) that examines in detail several remedial action options and makes recommendations for a permanent solution at the site. The FS must contain a timetable of definite and enterprising steps to be taken to implement a permanent solution at the site. Source control, mitigation, and reduction must be addressed in the alternatives as well as remedies that address elimination of contaminant migration. All permits and approvals required for remedial operations must be identified. The Department requires Mobil to respond in writing within fourteen (14) days of receipt of this letter and confirm Mobil's intent to undertake requisite actions. Failure to complete any of these required actions or submit reports within the time frames specified will result in the Department taking appropriate response actions according the M.G.L. Chapter 21E, Section 4 . Mobil's liability associated with such response actions has been specified in the Notice of Responsibility letter sent to Mobil by the Department and dated July 1, 1986. F - w Nrv4 -3- If you have any questions,' please contact James Begley at this office and refer to site SA4-214 in all correspondence. Very truly yours, Christopher Tilden, P.E. , Chief Solid and Hazardous Materials Section 5 T/JFB/jt Enclosures CERTIFIED MAIL #P-532 587 868 RETURN RECEIPT REQUESTED cc: Office of Incident Response ATTN: Ed Benoit Barnstable Board of Health Town Hall Hyannis, MA 02601 Hyannis Fire Department 93 High School Road Ext. Hyannis, MA 02601 ATTN: Richard Farrenkoff Mobil Oil Corporation 580 Chelsea Street East Boston, MA 02125 ATTN: Andy Bissonette (Enclosures) Zecco, Inc. 345 Main Street Northboro, MA 01532 ATTN: Tony Zecco (Enclosures) Division of Water Supply Southeast Region irj TNe TOWN OF BARNSTABLE OFFICE OF � { '""ate' rota BOARD OF HEALTH s6jg 367 MAIN STREET HYANNIS, MASS. 02601 August 25 , 1989 Mobil Oil Corporation Mobil Administrative Services Co. , Inc . P. O. Box 290 . Dallas , TX 75221 Dear Sir: On - August 23 , 1989 Donna Miorandi , Health Inspector for the Town of Barnstable, was called by the Hyannis Fire Department to go to the property owned by you at IA49 Route 132 , Hyannis known as the Hyannis Mobil , listed on Assessor's Map 274 and known as Parcel 020 . While on site, several violations were observed and are listed as follows : 1 . Town o_t Barnstable Article .XXXIX. CONTROL QE TQXM AND HAZARDOUS MATERIALS: Section 4.Prohibi-tions,Subsection b Ten ( 10) 55 gallon drums of unlabelled hazardous waste stored on ground outdoors and are not protected against illegal entry and the elements - some are uncapped. This may present a serious potential threat to the groundwater located within this critical zone of contribution to our public drinking supply wells . 2 . 248 CMR: BOARD QZ STATE EXAMINERS QF_ PLUMBERS AND GAS FITTERS and THE TOWN QZ BARNSTABLE ARTICLE XXIX• CONTROL OC TOXIC AND HAZARDOUS MATERIALS Section AL (a) : The manager, Richard Falvey, stated the MDC trap has not been pumped for at least one ( I ). year. You are directed to have your MDC trap pumped and cleaned and to provide the Health Department with a copy of the manifest indicating pumping/cleaning has been performed . 3 . 310 CMR 15. 06 (7) . THE STATE ENVIRONMENTAL. CODE TITLE -- MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL Q1 SANITARY SEWAGE: . The cast iron cover on one component of the septic system ' is broken and left open . This is a hazard to the public health and safety. You are directed to repair or replace the cover and to provide the Health Department a written letter from a licensed Disposal Works Construction Installer , Septage Hauler, -or Professional Engineer stating that. the system - - is- . repaired and is in good working order. You are directed to correct all of the above violations by September 21 , 1989 . Alp You may request a hearing if written petition .requesting same is received by, the Board of Health within seven (7 ) days ' after the date order is received . However, these violations must be corrected regardless of any request for a hearing. Please be advised that failure to comply with an order could result in a fine of not more than $200 . 00 - Each separate day's failure to comply with an order shall constitute a separate violation . PER ORDER OF TH BOARD OF HEALTH io ,as McKeaiI Director of Public Health cc : Deputy Fire Chief Stephen Garon, Hyannis Fire Department James Begley, Department of Environmental Protection E.y GALE ASSOCIATES, INC. LIEUTEQ OF TQUMMULL, Eight School Street P.O. Box 21 WEYMOUTH, MASSACHUSETTS 02189.0900 DATE✓l JOB NO. ATTENTION j (617) 337-4253 otir,ds olr. ��,FVN RE: TO 7597my al-- A.elo/! > WE ARE SENDING YOU R1 Attached ❑ Under separate cover via the following items: ❑ Shop drawings Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: /For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS I Y 710,- .d9�id!/FD��tYrP.�'2 7A"AP49,-V A"126L al,'. C�� 7�eJ7 7O/� `©I-;aXA C1,41 el-`�l�FT�t^T rdf T� 7X(1& i COPY TO eak SIGNED: �% Aw ' PRODUCT 2862 mesa IM,cmmn,as 01471. It enclosures are not as noted, kindly notify us at once. f THE Tp�yon TOWN OF BARNSTABLE t OFFICE OF i Beaa9Te.Ha :MMB. BOARD OF HEALTH 1639. 'oo'Eam M�� 367 MAIN STREET HYANNIS, MASS. 02601 May 26, 1989 Alexander Trakimas Gale Associates, Inc. Eight School Street P. O. Box 21 Weymouth, Ma 02189 - 0900 Dear Mr. Trakimas: You are granted approval to replace the five (5) underground storage tanks at Mobil Oil Corporation, 1449 Route 132 (at Old Strawberry Hill Road) Hyannis, Ma. You will be allowed to increase the total capacities of the underground storage tanks from 25,550 gallons to 34,000 gallons with the following conditions: (1) You must submit plans of the. tanks and a Massachusetts Department of Safety approved monitoring system to receive approval at this Health Department. (2) After approval you must complete a registration card for each tank and submit the cards to the Health Department. (3) You must install an approved alarm system at the site., (4) You must notify the local Fire Department and DEQE in the event of a release of hazardous materials at this site. (5) All other regulations contained within the Board's "Health Regulation Regarding Fuel and Chemical Storage Systems" shall be strictly adhered to. The replacement tanks are approved because an existing tank and it's piping has leaked at this site. The proposed tanks, constructed and installed .properly, may be less likely to leak. Very truly your l � Grover C. M. Farrish, M.D. Chairman Board of Health Town of Barnstable GF/bs �",��: �n �Y� ��. _� Y �''�r _ �=. ��. u c Gale Associates, Inc. ! GALE Eight School Street• P.O. Box 21 •Weymouth, Massachusetts 02189-0900 • FAX: (617) 337-9785 (6 17 ) 3 3 7-4 2 5 3 May 25, 1989 Town of Barnstable Board of Selectmen 365 Main Street Hyannis, MA 02601 Re: Application for Increased Underground Storage Mobil Oil Corporation 1449 Route 132 (at Old Strawberry Hill Rd) Hyannis, Massachusetts Gale Project No . 3850-3 Dear Members of the Board: On behalf of Mobil Oil Corporation, we submit to you the attached "Application for License" for increased underground storage for their station located on Route 132 in Hyannis. Existing licensed underground storage totals 25, 550 gallons which is contained within five tanks as follows : 1-10, 000 gallon single wall fiberglass gasoline storage tank K, 1- 8, 000 gallon single wall fiberglass gasoline storage tank 1- 6, 000 gallon single wall fiberglass gasoline storage tank 1- 1, 000 gallon single wall steel waste oil storage tank 1- 550 gallon single wall steel fuel oil storage tank Proposed underground storage totals 34, 000 gallons which will be contained in five tanks as follows : 1-12,000 gallon double wall fiberglass gasoline storage tank 2-10,000 gallon double wall fiberglass gasoline storage tank 1- 1, 000 gallon double wall fiberglass waste oil storage tank 1- 1,000 gallon double wall fiberglass fuel oil storage tank The requested increased storage would allow Mobil to manage their business more efficiently and provide the Town with increased environmental protection through the installation of new double wall tanks which provide secondary containment in the event of leakage. The new gasoline storage tanks will also be equipped with a tank monitoring system which provides continuous monitoring of the secondary containment area, automatically alerting the station operator of any breach of the tanks . Boston • Baltimore I GALE We look forward to appearing before the Board and we remain available to provide you with any additional information that you may request. Very truly yours, GALE ASSOCIATES, INC. Alexander B. Trakimas Project Manager ABT/gmc Encl as noted cc: Ms . Aleny Barrios Mobil Oil Corporation 580 Chelsea Street Jam' East Boston, MA 02128 (Tel. 617-381-4023) Mr. Thomas A. McKean Town of Barnstable Health Department 367 Main Street Hyannis, MA 02601 Chief Richard R. Farrenkopf 95 High School Road Extension Hyannis, MA 02601 Boston • Baltimore %�iprD Q Fv "diST Town of Barnstable Board of Selectmen Corrected Notice of Hearing MOBIL OIL CORPORATION has 4 made application to increase their petro- leum storage on prdperty owned by them and located at 1449 Route 132,Hyannis by removing five (5) tanks holding a total of 25,550 gallons and•installing five.new tanks.with a total of 34,000 gallons as follows: 1 -12,000 gallon.gasoline storage tank 2 -10,000 gallon.gasoline storage tank 1 -1,000 gallon Waste oil storage tank l - 1,000 gallon fuel oil storage tank A public hearing on this application will be held in the Selectmen's-Conference Room, 367 Main Street, Hyannis, MA on Thursday,February 231989 at 10:10 a.m::or as.soon following as practical. " " " Francis=I—Broadhu t+ William,,T. Friel Martin J. Flynn Board of Selectmen Town of Barnstable �Eebruaryl_6;�1989 I Z RARNSTARL .� MAY 25 a"@. 19 89 pp 1639. jDatel E MAY 397 MAIN STREET HYANNIS, MASS.02WI APPLICATION FOR LICENSE For the lawful use of the herein described building .. . . or other structure . . . , application is hereby made in accordance with the provisions of Chapter 148 of the General Laws, for a license to use the land on which such building . . . or other structure . . . is/are or is/are to be situated, and only to such extent as shown on plot plan and/ or building plan which is filed with n `made a part"ortW application. Location of land 1449 Route 132, Hyannis Nearest cross street Old Strawberry Hill Road (Street &Number) Owner of land Mobil Oil Corporation Address 580 Chelsea St. , East Boston, MA 0212 XXW-AMmanager Richard D. Falvey Address 19 Currycomb Circle West Barnstable, MA 02668 Home office Address Mobil Oil Corporation 3225 Gallows Road Fairfax, Virginia 22037 Number of buildings or other structures to which this application applies One Occupancy or use of such buildings Automotive Service Station Total capacity in gallons: Container Size Underground f.: Kind of fluid to be stored: Aboveground 0 Gasoline 10,000 Gallon Gasoline 10,000 Gallon Gasoline 12,000 Gallon Fuel Oil 1,000 Gallon Waste Oil 1,000 Gallon Automatic Fire Supression System Required YesU NoO z Seperate Flammable Liquid Storage Room Required YesUNoO NFPA 30 Approved-A3@ 1 rXKrW May 25, 1989 )Signature of Applicant) Arleny Barrios4U L G 580 Chels a Street, East Boston MA 02128 (Head of Fire Dept.) (Address) Chief Richard R. Farrenkopf Hyannis . Fire District THIS APPLICATION MUST BE TYPEWRITTEN OR PRINTED LEGIBLY hbllulert FD103 fluid/Vapor Leak Detection Syswm L iquid Hydrocarbon Detection Major features: • Interfaces with present FD-system-RA probes and new -RA vapor probes • Safe for all Class I,Division 1,Group D hazardous locations • Can monitor up to 15 probes with one control unit • Liquid Crystal Display(LCD)displays probe number and status • Keyboard entry of alarm conditions and relay closures LCD visual alarm displays Audible alarm—continuous for alarm,pulsing for error • RS232C data output .r '. • Microprocessor-based system • Permanent nonvolatile memory backup • Factory selectable voltages—120 VAC,240 VAC Factory Available,50/60 Hz • Internal circuit breakerEMM i Mode of operation: -. p �r System works on the principles of conduction(liquids)and adsorption(vapors).Typical water is a conductive,or polar fluid.Hydrocarbons are non-conductive,or non-polar sub- stances.The system circuitry can differentiate between polar and non-polar fluids and provide the appropriate alarms and contact closures when a non-polar fluid is detected. Ambient 0°C to +50°C. Vapors are detected by a cold sensor that electrically temperature measures the force of adsorption and translates it to a resis- Economical probes for any application: rive change.When a predetermined vapor threshold is ex- ceeded,the system again provides the appropriate alarms. • Ground water probes •Vapor detect probes • Surface water probes • Reservoir probes Installation requirements: •Double-wall tank probes • Piping probes Sensor NEC Class I,Division 1,Group D c.:dons. Outputs provided Cable feet maximum to an F.c �c. Indicators LCD disDIav with description tor: Control unit Wall mounted enclosure.(indoors) • Aiert—secondary alarms • Leak—primary alarms Dimensions 10"H x 8"W x 4"D. • Probe No.—1 through 15 j Power 120 VAC,240 VAC Factory Available, Oil/Wet/Dry/Error—status displays 50/60 Hz, 18W. Alarm Keyboard entry to program up to four optional relays. Program selectable for Application limits: N.C.or N.O.3A 120/240 VAC max. Measurements Detects the presence or absence of hydro- loads. carbons and other non-polar liquids. Recognizes three ambient med;3- dry, wet,hydrocarbon. Detection hm!t 0 L'5 inch laN•er.oil-in-water mw!m,tm factor, pre-Set at 0.25 inches- Minimum wyer for dry surface detection varies with probe models:2.5 to 3.75 inches. Listed 47G1 16 f FD241GRA -- Underground probe for 4-inch well with remote annunciation. I. • Will fit flinch observation - I j well i • Standard depth 16 feet ordered to 32 feet • Can be or deep i • Factory slopped to alarm at V4 inch w� ® R} • Sensors adjustable from V8-inch to 1-inch product alarm f • Underground leak and spill ,.y detection • Liquid-phase detection • Approved for Division 1, Class I, Group D locations • For use with FD 103 �7 Application Notes. i FD241GRA Listed 47G1 30 .4.• . . .- .. �1:'N,r�.X30.Y1 _ '.r:l.. _..* .....:I` ...,lq. .:"M5 1�a '.... . • ... r FD241 G & FD241 GRA - ASPHALT OR CONCRETE APRON SPECIFICATIONS ANIL. ' 1. StandardIE Wag Depth — 16' MAN T HO 2 Maximum Water Elevation Change — B FT. 1 J. Defeo Thickness of Hydrocarbon with 0.25 IN.(Factory Set) TYPICAL GROUNOW ATER PROBE Water in well MANHOLE INSTALLATION Adjustable from$to 1 •Awons are so ggesied as 4. Dated Thickness of Hydrocarbons With slarcard inslallalion Oraa2e) 5 3 Dry Well. — 2.48(2 25') 5. operating Temperature Range — -40'C to'+5O'C COVER CNTR. TUBE HOLE WIRTV. 7. 4. 7. SPLICE KIT SPLICE KIT MANHOLE INSTALLATION SURFACE SEAL SOLID RISER PIPE (NOT SUPPLIED) k1ANHOLE UNIVERSAL ♦80 OR EOUIV. Bag GRAVEL PACK TAMPED BACKFILL CONDUIT BENTONITE SEAL 6. STANDARD SLOTTED PIPE - WEIGHT MONITORING WELL SCREEN ASSEMBLY GRAVEL PACK 4'SCH 40 P.V.C.OR 4'STAINLESS STEEL 2• GROUNDWATER PROBE 1 CAP(NOT SUPPLIED) esau UNDERGROUND INSTALLATION ABOVE GROUND INSTALLATION (Typical Gasoline Slaton) GROUNDWATER PROBE INSTALLATION INSTRUCTIONS I. Loosen fan Cable$too with Ian&Ilan wf@Mn siOOliaO and OLII tan WOO*weight i 4.0,from the cab 10 free Will matting tube Slid Cardboard$fog -\ CAUnoN.The probe noel soma's Ms Wag" 2 eww hbl ng the we loge tae'wie lower iris woe Yid/bet n4e0bry w an wO I wan until the weight rests On Ian well bottom. _ 3. While holding the wits rope taut.pus lrie ercess Kai ca"We re few Ve+r/ia heat 2 being lilted up.(The list cable told$will OO".) 4. With the wore rods still taut lower to folds Of the flat cable back into the well t0 allow the float freedom Of movement.(Fig. I.) S. Grasp the wire rope and flat Cabla at the lop OI the well and owl both up Out of the J well appros.24 inns$to allow enougn room for attaching strain relief. 5. Attach the strain relief t0 the wire rope and oral Cabe at Ian too Of the well.(Fig.2) ® 7. Lower the assembled part$back into the well and in$lall the Cap. i 8. Pull the wire rope up until it is taut and weight is 1'-2'from wall bottom. FIGURE 1 4 FOLDS FIGURE 2 Finally.tighten We C30 cable with the alien wrench. FOLD COUNT METHOD STRAIN RELIEF ASSEMBLY POW TT- 31 s Dry annulus space probe with remote annunciation. C • Double wall fiberglass tank i annulus probe with remote annunciation • Fits into any double wall 1 tank annulus with a Tx minimum interwall space . gap of 1/2 inch PLL. • 4-inch NPT female for mounting on flinch or 6-to 4-inch standpipe rat- bell reducer • Standard is for 12-foot t diameter tank maxun (larger diameter upon v request) • Leader cable provided for positive placement in the bottom of the tank 4 Solid one-piece design • Liquid-phase detection • Only one probe per tank required for liquid detection I FD210RA and discrimination between oil and water j • Approved for Division 1, Class I, Group D locations • For use with FD 103 Application Notes: �L Listed 47G1 35 J FD24 Double all piping pro and manway sump probe with remote annunciation. • Standard maximum depth S feet 4 • Adapts to standard 4-inch PVC fittings Supplied with standard 4-inch PVC pipe 14-inches long • Factory shipped to alarm at i/4 inch j ~ • Sensors adjustable from ,:..;j. .`' � V8-inch to 1-inch product alarm • Adapts to most popular fiber- glass pipe manufacturers - double wall pipe installations and manway sumps • Liquid-phase detection • Approved for Division 1, Class I, Group D locations • For use with FD 103 ` F0241RRA i r FD241 RRA �L Listed 47G1 55 � J PROBE ADDRESS PROREINPUT DISPLAY TES AL BLOCK PROBE STATUS INDICATORS PROBE CODE SWITCHES POWER SWITCH WIRE CLIPS COLOR CODED LEADS EXTENSION CABLE UNIT UNDER TEST PANEL MOUNTING" SELECTOR SWITCH SCREWS(x4) Fl9ure t LOW PROBE PROBE �> BATTERY STATUS ADDRESS INDICATOR INDICATORS INDICATORS ROBE STATU LO DRY BAT 0 D1D1 Oil CD, O NO WETe � a _ _ POLLULEAT® FIgure 2 69 r i 1 Seller warrants to Buyer that customers of buyer for such damages) POLLULERT@ Leak Detection System will resulting from the nonconforming or conform to its pertinent specifications,and defective condition of any system sold by that such System will be of good work- seller to buyer hereunder,and buyer manship and material and free of defects assumes all liability for all consequences if properly installed and used as sold by arising out of its use or sale of such sys- seller.If within a one-year period from the tem. The aforesaid remedy of buyer is date of shipment to buyer such System, exclusive and this limitation of liability not having been subject to misuse,alter- provision shall apply to any and all claims ation,modification,neglect,improper or suits brought against seller by buyer, installation or unauthorized repairs nor including claims or suits based upon exposed to an abnormal environment,are negligence,breach of contract breach shown not to be in conformity or are of warranty strict liability or any other shown to have failed through faulty work- legal theory upon which liability may be manship or materials,sellerls sole and asserted against seller by buyer or others exclusive obligation under this warranty The Buyer shall not make to its is to repair or replace such System,pro- customers any representation or warranty vided return is made prepaid to seller as to the System except as stated above. or its designated representative with the The Buyer shall not recommend or know- ® following tagged information:(i)date of ingly sell the System for any uses except ® shipment of such System to buyer, as described herein and in accordance (ii)date such System is determined to with the written instructions and warnings be non-conforming or defective,and furnished by POLLULERT Systems.The (in)specifying the apparent non-conformity Buyer shall deliver to its customers at or defect No claim will be allowed under or before the sale all specifications, this warranty unless buyer notifies seller instructions,and warnings furnished by of such claim within 30 days after buyer POLLULERT Systems. >- learns of facts giving rise to such claim. Buyers failure to test,inspect and make a claim within said one-year period shall be conclusive evidence that the System shipped was satisfactory in all respects. The liability of seller under the foregoing warranty shall not exceed the price paid by buyer for the System which gives rise to buyerls claim.The aforesaid warranty is exclusive and in lieu of all other warranties whether express or implied(including any warranty of merchantability or fitness for purpose), except of title.Seller assumes no liability for any special,indirect conse- quential,incidental or other damages of any We(including,but not limited to, damages related to lost sales and profits, ® excessive or increased costs and ex- penes,field recall and retrofits costs and expenses,downtime costs and claims of 90 PbLLr—sir Warning:any attempt to modify or 7. Do not exceed rated load for the relay rewire a POLLULERTO system that is not terminals in the control center,as this will. consistent with the material published result in failure of the relay within its respective installation and opera- tion instructions manual may result in the 8.Oo not expose the vapor sensor on the development of dangerous energy levels in vapor probes to liquid hydrocarbons.While the hazardous areas.Evidence of such impervious to water and vapors,the sen- tampering will null and void the equipment sor will be destroyed if allowed to come in contact with liquid hydrocarbons. warranty POLLULERT equipment when 9.Do not attempt any unauthorized installed or used or maintained improperly service work in the field on the internal can be dangerous.Safety is the responsi- circuitry of the control center.Such service bility of the installer and the user of the work can adversely affect the intrinsic POLLULERT equipment The following safety of the system and void the product safety precautions must be observed at warranty. all limes: 10.The operation and maintenance of 1. Read and understand the installation the system must be in accordance with and operation instructions manual and POLLULERT's operating and maintenance information attached to the POLLULERT controller and probes. instructions. 2.To avoid bodily injury and property damage,be certain that the control center is located in a non-hazardous(non- flammable)area. 3.Follow the instructions for splicing the probes to the instrumentation wiring. Improperly done splices could allow mois- ture to enter the wiring,causing improper signals at the control center,resulting in system failure. 4.To avoid personal injury and possible system damage,do not work on system while power is applied to the control center. 5. Use only POLLULERT cable for probe wiring,to avoid improper system operation. 6. Do not run instrumentation wiring (between control center and probes)in conduit containing other current-carrying conductors,as dangerous energy levels may appear in the hazardous areas,result- ing in property damage. PoLL �a 91 i El Gale Associates, Inc. tJ1 .L .l tI Eight School Street • P.O. Box 21 • Weymouth, Massachusetts 02189-0900 • FAX: (617) 337-9785 (6 1 7 ) 3 3 7-4 2 5 3 March 16, 1989 Town of Barnstable Board of Health 365 Main Street Hyannis, MA 02601 Attn: Mr. Thomas McKeon-Director Re Application for Increased Underground Storage Mobil Oil Corporation 1449 Route 132 (at Old Strawberry Hill Rd) Hyannis, Massachusetts Gale Project No. 3850-3 Dear Members of the Board: On behalf of Mobil Oil Corporation, we submit to you the attached request for increased underground storage for their station located on Route 132 in Hyannis . Existing licensed underground storage totals 25, 550 gallons which is contained within five tanks as follows : 1-10,000 gallon single wall fiberglass gasoline storage tank 1- 8, 000 gallon single wall fiberglass gasoline storage tank 1- 6, 000 gallon single wall fiberglass gasoline storage tank 1- 1, 000 gallon single wall steel waste oil storage tank 1- 550 gallon single wall steel fuel oil storage tank Proposed underground storage totals 34, 000 gallons which will be contained in five tanks as follows: 1-12, 000 gallon double wall fiberglass gasoline storage tank 2-10, 000 gallon double wall fiberglass gasoline storage tank 1- 1, 000 gallon double wall fiberglass waste oil storage tank 1- 1, 000 gallon double wall fiberglass fuel oil storage tank The requested increased storage would allow Mobil to manage their business more efficiently and provide the Town with increased environmental protection through the installation of new double wall tanks which provide secondary containment in the event of leakage. The new gasoline storage tanks will also be equipped with a tank monitoring system which provides continuous monitoring of the secondary containment area, automatically alerting the station operator of any breach of the tanks . Boston Baltimore r - G A L E We look forward to appearing before the Board and we remain available to provide you with any additional information that you may request . Very truly yours, GALE ASSOCIATES, INC. Alexander B. Trakimas Project Manager ABT/gmc Encl as noted cc: Ms . Aleny Barrios Mobil Oil Corporation 580 Chelsea Street East Boston, MA 02128 (Tel . 617-381-4023) Mr. Michael T. Carroll 94 Tilden Road Marshfield, MA 02050 Chief Richard R. Farrenkopf 95 High School Road Extension Hyannis, MA- 02601 Boston • Baltimore DATE TOWN OF BARNSTABLE FEE OFFICE OF RECEIVED BY i )AE17TA)LL BOARD OF HEALTH M All 367 MAIN STREET HYANNIS. MASS. 02601 VARIANCE REQUEST FORM All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Health meeting. Attn: Ms. Arleny Barrios NAME OF ,APPLICANT Mobil Oil Corporation TEL. NO. (617) 381-4023 ADDRESS OF APPLICANT 580 Chelsea Street, East Boston, MA 02128 NAME OF OWNER OF PROPERTY Same SUBDIVISION NAME Not Applicable DATE APPROVED N/A ASSESSORS MAP AND PARCEL NUMBER Map No. 548, Parcel No. 20 LOCATION OF REQUEST Hyannis Mobil Service Center - 1449 Route 132 SIZE OF LOT 38,291± SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY: Yes x No VARIANCE FROM REGULATION(List Regulation) This request is being made in reference to the__ "Health Regulation Regarding Fuel and Chemical Storage Systems" Section 22: Permits; Paragraph (4) Replacement and Substantial Modification. REASON FOR VARIANCE(May attach letter if more space is needed) The Applicant is requesting Board of Health approval for increased underground storage as outlined in the attached letter. PLAN - TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Note: This is not a variance request. This form has been utilized at the request of Mr. Thomas McKeon, to present pertinent application Robert L. Childs, Chairman information. Ann Jane Eshbaugh Grover C.M. Farrish, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE Poffulerf FD103 Fluid/Vapor Leak Detection Systm Liquid Hydrocarbon Detection Major features: • Interfaces with present FD-system-RA probes and new -RA vapor probes • Safe for all Class I,Division 1,Group D r,- •- T;: hazardous locationslex • Can monitor up to 15 probes with one control unit • Liquid Crystal Display(LCD)displays probe number and status Y • Keyboard entry of alarm conditions and relay closures i. • LCD visual alarm displays • Audible alarm—continuous for alarm,pulsing for error • RS232C data output }= ' '} • Microprocessor-based system • Permanent nonvolatile memory backup • Factory selectable voltages—120 VAC,240 VAC Factory Available,50/60 Hz • Internal circuit breaker Mode of operation: =, r•_ System works on the principles of conduction(liquids)and adsorption(vapors).Typical water is a conductive,or polar fluid.Hydrocarbons are non-conductive,or non-polar sub- stances.The system circuitry can differentiate between polar and non-polar fluids and provide the appropriate _ alarms and contact closures when a non-polar fluid is detected. Ambient 0°C to +50°C. Vapors are detected by a cold sensor that electrically temperature measures the force of adsorption and translates it to a resis- Economical probes for any application: tive change.When a predetermined vapor threshold is ex- ceeded,the system again provides the appropriate alarms. •Groundwater probes •Vapor detect probes •Surface water probes • Reservoir probes Installation requirements: •Double-wall tank probes •Piping probes Sensor NEC Class I,Division 1,Group D Outputs provided: hazardous locations. Cable length 1000 feet maximum to any probe. Indicators LCD display with description for: • Alert—secondary alarms Control unit Wall mounted enclosure.(indoors) • Leak—primary alarms Dimensions 10"H x 8"W x 4"D. • Probe No.—1 through 15 Power 120 VAC,240 VAC Factory Available, • Oil/Wet/Dry/Error—status displays 50/60 Hz,18W. Alarm Keyboard entry to program up to four optional relays.Program selectable for Application limits: N.C.or N.O. 3A 120/240 VAC max. Measurements Detects the presence or absence of hydro- loads. carbons and other non-polar liquids. Recognizes three ambient media:dry, wet,hydrocarbon. Detection limit 0.125 inch layer,oil-in-water minimum. Factory pre-set at 0.25 inches. Minimum L layer for dry surface detection varies with probe models:2.5 to 3.75 inches. Listed 47G1 16 FD241GRA Underground probe for 4-inch well with remote annunciation. • Will fit flinch observation well • Standard depth 16 feet • Can be ordered to 32 feet - deep _ • Factory shipped to alarm at V4 inch ® _ • Sensors adjustable from ,rLIM am 1/s-inch to 1-inch product i alarm • Underground leak and spill �. detection • Liquid-phase detection • Approved for Division 1, Class I, Group D locations • For use with FD 103 Application Notes: FD241 GRA �L Listed 47G1 30 .a 'r FD241 G & FD241,GRA ASPHALT OR 1 CONCRETE APRON SPECIFICATIONS j1 16, 7- 4- MAN 1. Standard Wag Depth T--• HOLE 2. Maxvnum Water Elevation Change — 8 FT. T— oo 1Tickrhesa d Mydtourbon wnlh TYPICAL GROUNDWATER PROBE 3. 0.251N.(Factory Set) MANHOLE INSTALLATION Water in Wed Adjustable from I/e t0 1 . 'aprons are suggested as 4. Detect Thickness of Hydrocarbons with standard Instaaal,on Orachce) 5 3 Dry Wag. — 2.48(2 25") 5. Operating Temperature Range — -40'C to'+50'C COVER TUBE HOLE W/RTV. 3. 4. 7. SPLICE KIT SPLICE KIT MANHOLE INSTALLATION SURFACE SEAL SOLID RISER PIPE (NOT SUPPLIED) MANHOLE UNIVERSAL 060 OR EOUIV. GRAVEL PACK TAMPED SACKFILL CONDUIT _ SENTONITE SEAL 6. STANDARD SLOTTED PIPE WEIGHT MONITORING WELL SCREEN ASSEMBLY GRAVEL PACK 4'SCH 40 P.V.C.OR 2 4*STAINLESS STEEL GROUNDWATER PROBE —� CAP(NOT SUPPLIED) — UNDERGROUND INSTALLATION ABOVE GROUND INSTALLATION (Typical Gasoline Station) GROUNDWATER PROBE INSTALLATION INSTRUCTIONS 1. Loosen It*cable slop with Ine alien wrench su0Dued and Dull the probe weight t away from In cap to free the Taping tube and cardboard stop. CAUTION The probe float sensors are fraglle. 2. WMIe holding the wire rope gently lower the wetgnt and Iloat assembly Into the well unto the weight rests on the well bottom. 7. While holding the wire rope taut.Dull the excess Rat cable uo until you[eel the tidal 2 being lilted up.(The flat caole[olds will open) 4. With the wire rope sun taut lower t0 folds of the flat Cable Dack Into the well tc allow the,oat Ireedom men or ndvat.(Fig. 1.) . I5. Grasp the wire rooe and flat cable at the too of the well and Dull both up out OI the3 well aoDrox.24 inches to avow enough room for aitachmg strain relief. ® 6. Attach the strain relief to the wire rooe and flat cable at the too of the well.(Fig.21 7. Lower the assembled Darts back into the well and Install the cao. FIGURE 1 ♦FOLDS FIGURE 2 8. Pull the wire rope uo until it Is taut and weight is 1--2-from well bottom. Finally tighten the cap cable with the alien wrench. FOLD COUNT METHOD STRAIN RELIEF ASSEMBLY PEAT 31 c FD210RAt��-� Dry annulus space probe with remote annunciation. • Double wall fiberglass tank annulus probe with remote -.+ annunciation �- • Rinto an double wall ank annulus with a minim all space um interw Maw gap of V2 inch • 4-inch NP'T female tin on flinch _ for mounting stand to 4-inch -,� �> : -� i or 6- Y standpipe _. reducer ; bell r Vt • Standard is for 12-foot diameter tank maximum t (larger diameter upond request) • Leader cable provided for positive placement in the i bottom of the tank ' ® Solid one-piece design • Liquid-phase detection • Only one probe per tank, required for liquid detection FD210RA and discrimination between oil and water • Approved for Division 1, Class I, Group D locations • For use with FD 103 Application Notes: . U�L Listed 47G1 35 J FD24 Double all piping pro and manway sump probe with remote annunciation. • Standard maximum depth 5 feet • Adapts to standard flinch PVC fittings -, • Supplied with standard " 4-inch PVC pipe 14-inches long • Factory shipped to alarm at V4 inch • Sensors adjustable from Y8-inch to 1-inch product P-- alarm • Adapts to most popular fiber- r glass pipe manufacturers - double wall pipe installations and manway sumps • Liquid-phase detection ® • Approved for Division 1, Class I, Group D locations • For use with FD 103 FD241RRA ca FD241 RRA U� Listed 47G1 55 t � PROBE ADDRESS PROBE INPUT DISPLAY TERMINAL BLOCK i PROBE STATUS i INDICATORS i ' I i PROBE CODE SWITCHES POWER SWITCH WIRE CLIPS COLOR CODED LEADS EXTENSION CABLE UNIT UNDER TEST PANEL MOUNTING SELECTOR SWITCH SCREWS(x4) Figure 1 LOW PROBE PROBE BATTERY STATUS ADDRESS INDICATOR INDICATORS INDICATORS STATU LO DW BAT 0 D 1 D I PROBE OIL O NO# WET � O 14mo . POLL LERT® • Figure 2 69 J r f j E Seller warrants to Buyer that customers of buyer for such damages) POLLULERTo Leak Detection System will resulting from the nonconforming or conform to its pertinent specifications,and defective condition of any system sold by that such System will be of good work- seller to buyer hereunder,and buyer manship and material and free of defects assumes all liability for all consequences if properly installed and used as sold by arising out of its use or sale of such sys- seller.If within a one-year period from the tem. The aforesaid remedy of buyer is date of shipment to buyer such System, exclusive and this limitation of liability not having been subject to misuse,alter- provision shall apply to any and all claims ation,modification,neglect,improper or suits brought against seller by buyer, installation or unauthorized repairs nor including claims or suits based upon exposed to an abnormal environment,are negligence, breach of contract breach - shown not to be in conformity or are of warranty strict liability or any other '. shown to have failed through faulty work- legal theory upon which liability may be manship or materials,sellers sole and asserted against seller by buyer or others exclusive obligation under this warranty The Buyer shall not make to its is to repair or replace such System,pro- customers any representation or warranty vided return is made prepaid to seller as to the System except as stated above. or its designated representative with the The Buyer shall not recommend or know- j following tagged information:(i)date of ingly sell the System for any uses except shipment of such System to buyer, as described herein and in accordance (ii)date such System is determined to with the written instructions and warnings be non-conforming or defective;and furnished by POLLULERT Systems.The (iii)specifying the apparent non-conformity Buyer shall deliver to its customers at or defect No claim will be allowed under or before the sale all specifications, this warranty unless buyer notifies seller instructions, and warnings furnished by of such claim within 30 days after buyer POLLULERT Systems. learns of facts giving rise to such claim. Buyer§failure to test,inspect and make a claim within said one-year period shall be conclusive evidence that the System shipped was satisfactory in all respects. The liability of seller under the foregoing warranty shall not exceed the price paid by buyer for the System which gives rise to buyer§claim.The aforesaid warranty is exclusive and in lieu of all other warranties whether express or implied(including any warranty of merchantability or fitness for purpose), except of title.Seller assumes no liability for any special,indirect conse- quential, incidental or other damages of any type(including, but not limited to, damages related to lost sales and profits, excessive or increased costs and ex- penses, field recall and retrofits costs and expenses, downtime costs and claims of 90 PS�Z1I Sd r r .Y Warning:any attempt to modify or 7. Do not exceed rated load for the relay rewire a POLLULERTO system that is not terminals in the control center,as this will consistent with the material published result in failure of the relay within its respective installation and opera- lion instructions manual may result in the vapor probes to liquid hydrocarbons.While development of dangerous energy levels in impervious to water and vapors,the sen- sor will be destroyed if allowed to come in tampering will null and void the equipment contact with liquid hydrocarbons. warranty POLLULERT equipment when 9.Do not attempt any unauthorized installed or used or maintained improperly service work in the field on the internal can be dangerous.Safety is the responsi- circuitry of the control center.Such service bility of the installer and the user of the work can adversely affect the intrinsic POLLULERT equipment The following safety of the system and void the product safety precautions must be observed at warranty all times: 10.The operation and maintenance of 1. Read and understand the installation the system must be in accordance with and operation instructions manual and POLLULERTs operating and maintenance information attached to the POLLULERT instructions. r controller and probes. 2.To avoid bodily injury and property damage,be certain that the control center is located in a non-hazardous(non- flammable)area 3.Follow the instructions for splicing the probes to the instrumentation wiring. Improperly done splices could allow mois- ture to enter the wiring,causing improper signals at the control center,resulting in system failure. 4.To avoid personal injury and possible system damage,do not work on system while power is applied to the control center. 5.Use only POLLULERT cable for probe wiring,to avoid improper system operation. 6. Do not run instrumentation wiring (between control center and probes)in conduit containing other current-carrying conductors,as dangerous energy levels • may appear in the hazardous areas,result- ing in property damage. PS11�T' 91 J September. 4, 1987 . Mr.,Andre'Bissonnette Mobil It'. orporatidri - _ Bas'Zoston Terminal 580 Chelsea.Street ` Bast,Boston, Ma,02128 Dear-Mr: Bissonnette: You.,a're .granted conditional -variances, from the Board -of,- Health, ,regulation requiring-'all;commercial buildings to connect to Town.sewer within, 3000 Feet. of.sewet;lines'and from the Board of :Health:Interim Regulation limiting sewage flows :to 330.,gallons, per ,acre, 'in' designated zones of, contribution to, public supply wells C These variances will-a How'you-.to instate an .ontite sewage ;disposal,system at . 1449:Route. 132, Hyannis, with ttie.fohowing conditions: (1) .The septic system must installed in strict accordaIIce with the submitted plan., (2) The designing engineer must, be onsite and supervise construction of the onsite sewage disposal_system and must�certify ,in writing to-the Board.of Health =1=� that'his design',has been-strictly,adhered to prior`to the issuance of a Certtficate' . .of Compliance. (3) The building must be connected to'publie water. (4)_ 'The _building, must,-be"connected ;to town sewer'ivhea the'•Hoard determines -ite availability '._(5) .Separate mens and•womens,.re8trooms'shall be available toithe public. '(6) '-All-'outside--drains shall-have,gasojine arid,oil separators.fitted,with petroleum: sorbent pads ' copy of •a contract schedule for the periodic%'eleaning,of'the. drains.by a,licensed hazardous waste transporter must,,be furnished and approved prior`to'final approval. This;. conditional approval. was granted because <it is an existing structure.: Calculations on -the yproposed •new''usage'indicate that.;additional'_sewage will not;,be ,created -by=the ,:new:.usage' Water .meter readings -from the .'existing. °structure calculate below 330 gallons:per acre: el`c 1';+a•r,r d^r,.` }[ }i,.. yr M 'cie iP� , :.} y 4t }k..]K ,fix ri rit/J b{` ',, ,m:J - ,,.T ,.r:: r7r., r° ' " °r^,h'.r _t I;aS. i `,'; k. r1r; 2 `} a,: ti"r•x• ' >b r: a S r 4 , w.r; iJ , a:etr ! +a,y• + F,..r w H ,.f I. s++'i� s t,.s - er :.•` �r d *xr J '. ,f. z., t f t. i'f,.t�tr` .n t,`..:h..ar..+' J :='��.,•'" yy�t•. I," ..+ ``'� yrJf�� 7 .•!�'qr: atffi,�'/k'''+•�y+i�� : .,,� 'r�7M1�i"6�4�,t±i'a, i•J�. ��' �M'�',": •. t r, '� t - 'r a,•�"' t., °! ,, r S i rc l:.a}X• tn'-•,. ?a0 r JTtr$r •,t�-111qfy 1< ) {1,,++r: l W ,^c ',s`. . '}r. . ..,4M:' o i 4 a C;; I ; 9 , .# r♦ 9r;+• ! 'ro, A ; r'• 3S }.7�jrS # wti fir} P` ?t' r11 :��,,,# ��v",f vlrk✓. y_ t u'�-h k ,t`t T`?` Jj V. .a�,<i +`{'' F 3_i• r_w tf:�,�'r t ,lyY�*� t M . &Y !t__-'� k#.', ^,'-'s'r5,,jt J Mi."'Andre Bis>onnette��=v:. PyJ'� '.�r,.`..`y } rr.,.yr 7w,f*i$. , rP i Y+�:YFZ t�`�i�t .? - ..Jut�,.:p is-s5'y T'.A��"I �,?��i'��`r ts.;t�� ', �.t t �, y { _ T-P.T' ilept�ir FJGr��::4 3 7Q/�,y +f .�.,I"I t.. t ,r, ,q r `♦.r .f 's:- i F" "1• 1°J t. "4.R J.i t s a -x 1't t.i , a+i4r t•' / 'S , 3 x .+• _.5. .,i ,} t�. to rP w r l y •'r i!Y'4] t ,t` t s, yJq .r ,P '0: �d * +q " k i'�.r;'"r"." ��'r :.j 9h tC ,ry I.Q. l',t ",. '' *` ,Nt,i rt J rh s •r' - ,r z,, tz y � 8$e 2 1 .t' bt, fi x r,�3 * �?_� �= a� .4+ r y J l + K `; Z ;�� . t y� 1 t : +rir,` t ka '. i t. ' a74 a t.. ]* r}.�. r .9' �..ek t•. i Z _ t -."2 p r . N'` r'- a y, t ;„ y t M, 'n c,.,4�.,r .t r z �.. t n r [' {�Y,a 4. K w tJ+, r f f .a d�{d a 7M* �..r I a+a Yt Lk.#1. 0, �' rW J .1 k s�3 A. k.-M f At ,- .,g;J+ . 7, ,g wry''. y n y} t: , '.F• r i..^ iT.l, aC`. ..+,"*.'rr +4 :a `+�.I P.4.. ,l�'�i r�, t s ,�t ,r{t. Z t� _fj, A Sy t' ; t .:t` [-�q * .t , e a�t ,1 a•"tS`0 J 0 7 �' `;7 h :.fY KH :',a tw}°t "' T ,`5 ' 4 Yk ; 'J �. 7,,,}'e�$= l.'rr d s r s,. .ftY,:- }'Y rc{'y Y. .#"„s.ji. y,. ',r 7 ., Q `".' ";� -v .rxa{ ft' 'fir`,N E' t +. " m 'c,." 1.. «.. a't,r r i er + ait a « ij. ,,... r tt,` r91. +�^ 2 a,.. p ,g - {a. ��++ yt y JfsWi'c7Y�. ++� _, •'if '" q 4 r S ,,41 ru•,'>:7 0 •F �!' ^Y }S":t r y !� " ..#•,.� rr ..^,w ',Si.'j }�+ 1 tr•fl'�`+�:' v 'F'`r ri' ''Y� .,•h6�i G-�(,' +^+'`4 t. ,,}� •�, 3 a r tr " ° } r4 ,.. +e,.�.. `t .+G"+ •s f 4 , ' 1 r }., „W-• i T•j'. r .. d. tf•F x ' , "L �•• cTh� ;1k�ater'Qualirp, Advisor`q Corzmitiee Thad :recommended approval abased on' ,r , -*' ' .'4V___- 0. a >r 4 rR., :* gb lryq`" J�:�.. r 2 . �t r�•,. ,•Y ,qC t.. P 5 ,; :u•.•..c.;a t *x'�iFYw't•{'r+�"*rt '�>' ,�' �f S $ =i -f" ,� 4 a�these.�conditioins.f After,ca eful rreview�i�,,, uthe�Bo td s opinion ttt t the r-h'�: Y : =:4 � + f ✓r '�* d +°i 4; r+ i `P •. r- + "'. y -1 .+, ,t ,e t. b.. v.- '4 .:.,.,r r :s 'a�f I, ii y'��r<- r^• - k k r .T 'i-" ' " - ed,-new ''uselAwould Wlets`A6tr mental,to odr agroundwaterjA0h itV.thanr`'t x "sib' zF ' *° +�• :.}' �"', k: ,.r•ty y il.- j:y.. r,•;Y ., ,k t,•c„�y p:s, s' S"'� �+ r- jf t'-y w Z Wi �:xAQ3 J•,7 ay..i'r:.-•d ,a4X: w R .: t 'tlie}Previous use.' y .rk f �'_� , ,r ;,, y� #: A� ri r t r!� . x `t-..; .✓ '�'S�, s. ,'Y-t.'y i, r. :;p iW�, aF��}ryq`*�+''L,.4e�`°-�h.'�s' J � .,�4,:r,,,s•^ '} rF R �zfi f. ��':�+ '� �4.w�i °.,CJ'�Eh.y, +J�,t4y�.:;�rt.�) 'ram' a•e -�"�, •a.:.; r } S 6- '• I j } r> a c 3.,: r >,441, 'r,1 4 } tt ft N 4.. J• +tr r T - ` {.yt IMF i.�;�..r a �w :<a,.�..y is t .tr}� " u;•r `at, '€ yf, n rq t7d`.w t,- ,y 7=' .''fii s•, a: �•i"'}.'. - "�a. •£ 3,� ,. h•z : .k, .:- .L.'n: J '+e_ t" 57 t ��,1'c i r;."ae"'�Y t•7 ;,..;t "a,, >'.•`:r• ".{ x -a",i+ Vim. tw- rww'. szkt,f,,, t,;"F, rNJ,'kv. e. ,{, .:rr` f t. x,� ,. .�(�,_csin,.addition;,the'-:-Department: of .Public'`Yorks-;stated it;,;v ould •snot-..be•,practical- . .'.,-Y " s �.µ,,K „ .1 VW UM s J ..° zF,...,r :q's ,$1 J°f•>tA '£'n1_ J.c 4- jt ,:,1y l..t^ �` t i jA 4':"1.:4 -'fF+",[Ito*CQnne�°t:'to'th4.0 p�raiiient`town.'sewerl.t ` ' s<r ,� -r:, �- :rEva'��.w ��y��,t a �:��r ,.:,{�t ,S J - S;a ar._J,. r ;4' .' ..�'at .,4,°r• "' "'fi;' PB�.r ni. 1'.r`':c•r 7 y€ TM lk3'ei'+4 .� t '!z`t `, '..<,1 �'�'7 J� >,.Y fJ�..t t L r., � .,.j2'+ji Y> ,j_ a Mr s ,° .. y l u .� t 't�,, ,.:;+ ,'>! " *�'7;'I; <Y J�, 'l- <t•k'.r{F '!`YC4'�"'r,3 y,� s z.,.,r .;.,;�E. Y P l:,' t,i+� �. C " z .°�k '�,. r , +cw . '6 1 Y,Np . + �, ' ' -A, ,t+� �4 r*4p,t^ r 3..4 -r t PA ray ,t�ti'{ tr .wi• �"r -a 3}:a, Y V•4, t' a4. �•Y t , A tJ»'•N` 9 r3' f yy. �F.: 3 ",i.�±- `rf.rc'C' Fs' 4�•oti ,. ,,' t Ver :,trul ont "' .>,_ n. ` > rA — iz, G X PTS . � .z`I, .g4`..ri. {dry p - .r.r r r, a p } .f"a a x s�, yX+"i'r b_ xb f.�9 .d,i•1'. '•�,,t S 'ti: 4 <1. >,?y.a;+t ,r .7.�f f•"� P .•tr` 4`'�``Y?if�6'Wriy;aq#fa' zk t - ..,t•,;..+ ;~r4fE ��'f�rlr°l ty;,r, a L:.!FL' ,a •. jr.. , 'Y r, .; g•._ '�'. 6 y �' ', ` .,xJ aR- >zsy,4 « }trct � ttay ,a.ar L : c � to>, lb 'd Fit ter ;cu� 7w r4�A' r +' 4.r '$v �:,`Y 't• "t M r.c 4,,+ ;"_Nti"J^ ,% •,t r,t•,x t ✓'�'"" q !�t'�: r `' '}', .k �'t�e¢. ' Jae V r yi % yJ a ' .. tia a•r:`' :R• .3 :ty, P t 'r y,f ;!` „� rti:>^'n v,y.'^4,r+'�'+6. 7 't• s r. t tt�: 4 ; '.,%i!X(*..w-t'+ rip'..� ' � �,Swr^y':TMyafi'•yyrlt'«�- r>. J° }1'- n, -':r S,S'`a,\`}✓9.� r..�P srp„',•�'l i1. k�..'• �f r^r t#e.ti i.il'y. ,�„`{-.,�yyII , .'7•1«}.E t✓,y,,�s � ,uhf�k Ft'5" e' !,�;rd, yR,,I'a ,,,.,t S,1"7,q-Q �f=p' a5,i„j`''�r J1c` r 7, #� .`T „,, r!-Cs rot!CI C,..I iial'arrish lat, - .- rc5 1 A 1 y?� 1 y{�: 1 I r V4r 4 t yak ss r,t d yO Vr. �a'; i, `� .jj . I.` .i-' tC :.f r '} it ram.. •,.,' .,:r.� x -, :'''}.`,)r;zr f...�,^F ,rF ,;s.Fr°+lpd`s ".i •,• t r 4 r'a r i wt.°F'"�. :,aM ".+'W'Y-r.ti° .,e .�iS j:G'"d'i�, v. k+';t S h r+'- ,r } `. Chairrraan ;�i�. !t� a,, z `''",^S'r' ..,.� iwt,^a,�r:�`y� -m. rt' .�.';'.`,a. N':. .�,P •+@i,' ,t7 wrx"ti;,. aS' `! 1ti"° �. •y`* i` 1} ,et'� P,a Sr,,4 'r m i,:.i:,z -0 , .;.,.�W„v,•iq } �J t ,t: ,rR,,,`,4..1,rW:'�tn'�,.•�-.,�,�4'. i,,..R , ".,4i+s, s dyf"��t��..,r.r�,•r;`'��i>•� �`Z,�,,�7.�J?y`•:'fr4 ra?'.'�:• : , �°�-.2t �`{4,6' 1•; Rq .g ,....." 'y, i`r<,.,, '>s. 'i .4f'« i"> R'�j r.Wr+.r z•`a h' ;s.," t� Y..',4 C ':.Board of me&mmA r ., C i r. Y. +w 4 ti t� r{ �.y,fit l +P,'• J tL. t i s ,, t t" + J°a :; -r r�:"d. tilt'? •.r.i. t y -17T�a' s,C3V, +J,$ P} r .a•,,-` t;': S. :'r v,1* r `t -,e_,Ya:4 - • ti7 r L -dt>, t ,$,;.ti?nTMn. Kt. Dui •t� .' d ~ ^L µ•t ° �`.:t, ,; ,x.,"*"i`'kW'W,. "h ;"'4 d.' tr . w .�, .f i, .d ,`}. ya^� ,�,r�a52i;ZyI 3. :,-.: r»> 1 own',of 138rnstat7le , p r r r h. 'C'r- s.r -tavvj t°" S re vr.: r,. z:at o- to, tf e,4 t w '; — ,vt , !x�, r,' a� q M * - :,t+!' J ; 1.. 0 0 f�,,,�s8' rt t, * r"'s ,�F.. t''t'�°" - < e r' •� .Z. ak ''i �' �i' 3 J,.. -5 •S. ;f` ` �t,,;• t.. °i-..".'. r. ,t+ s s5 t s �,i e t �j yw i J r.r , !t yy »: t t tv t ,>` , x f ?�.. n > y''.; F ,aji=q't" 'Si' r a•Ac' -4,.. .itr , t"aE: r r r w$A ;h a �.. 4 r �k;, „ 3 n', a ",•P+, Zi,,yY+'".z .;:.7¢ •I" .•,t, tr ,.xt •' .} ' 1r, k Sr' 1��y ". .. r •; `1 -,r., I.;y .a5• � r d r'.. `,;y{t 't;f e. k ie'+s ,k' ',. ti �s,T s t "C'd}..z,as'. .#r .... :.,� ,,rj lYl lam. .bb'r ( :_. '.lC,,a { t •:*;.k t� *,it3'1..',J-.,r,,a,gq. t }�:. ',ti'._ a'�. Yoh„, �'r., ti ,r t �r'''T�f tirf. •.r p z.f r t ry, r,..Y r, / y::_ 14 .,•;-,'j �_ ,:y, ,4�. : .�+rc i"e' � -::�+'I 3 �!'.4..`S" +',[','+t y:...:� "L 'e;: J:,t;+'. a r � ? C;2Y•�?•"• f,4'�' ,,' q' a; ,..rtiti- .'3'ty„t,�.+P 4�, Yfr.. g� x..t AFtO •✓ .,,;• ' .y bt*}3« 3 '•a, ' a `L"'� Y.'%. ^+4:«'{r +•.f:1". R `?". p , `` .. t,.. u;.. q f rhyt. ,,t.. ,rh F''k, { rr y ,,•ta,k w"rI f rl' d s d t ,r,1 s 'J'' P.. y'l� sy .4+ r .,$• t'7t,f'• ," : .t '""`# ,„" r„W„q..<a. ,a +w ?,�.�r 4rn3 ,+,»+.e.I L I �•hr r C:ti.., y(k �4,�sfi'e'•� t,:�',; 1 1 �y J +� L-'�' - 19 r " �r' .4.,S�''i � f. 4 �d- 3't *- �� -, t;�iri,'�'i"� ra�A ,+, r#k� e f •'S,-t,� , •F'r' S�.r �q i r ��.,4r�i.,i '«'P wry:` y+V J � +r' �k: i f-w!Ki ' � ,a W } M ^µ r8. ';'l j ..,,JJ ;,�.' 'i '.�'T .* : „y•d G.. 4 ,Sz'' � _.tw / S` ., `' •], Hai�..,A.n,>w,.. � .�,t $ i` J a t .',.y x^.4,, t:•a d ry 4• 6 s. h ' f _A to .t t� t• ' 4•.rr <�—,C „ i r d> a f A a ;} z ' w» .i r '>r N v ,+�r.,�ry�e x" � t J ,ri':, 4t y e ,,,t' ..?±r.. .,z'. tip} ,•X'�{``'+,�'9tr 3,C, ls�ri �.' -a a„',.,.. �, >9.,�t.,^.r I` k�'S '<'+'�,i�tA--" a �a �`'ty. rr�.,.�++ .:r.�,,.^}•__ , �`*,{.:�� ,t,a •�;a�I'�ti gar ^,r�, � �.�, *y 4}rrA,� ,4. .il:.:`: ,'d?. _r, ^7+" '(.i.>ribn. t '' x O�. I,t ": -I a •i'.-,',, '`}� t 1y.r.rk'. ,+C�" ,ry, r�•7trj,;'r , " ;�,w'��xP..y�;,. 41 }q:r��,q'�t .h' ;#- Jk +'�A f f'�3 4�ff,ax e+. r.s..`,. t ,.+5�",}' r j .=.'r.. c AJf,,;.,�0 9!".. .,11 t v%,. §r ,sM,' w r.�V, r '.t'`'d.l,•y'^Y?`s wdX'7...'.4"'y`i. .^t`:a►'v#.l. }'?.rz�':7d• t J; v..4„Syt's"?.�'.t ,1..,`�t, gN{ ',t: ;�. Ott-,�,,. ..:.,.. ..qr"B, �,,A.1 Y 5 ::�*. '+ .«•, r+� .' r t a".At•._ :-.,q�J�`,,. « .✓., s+,:.y, �"rk rS` s_.�' ?c:3,;�, r �, ^..z..? , •t;t"+,r. '" ", ly-:1 *nrrjt .., ,, ..1�;�"a.. •..s3`7"'+�,.+*'":+i "£'f�+ �Y�'•Y} `r#e' r dE:iJ.`. .! z '7t i' �r°'d'}'i:u., t ea°F;r''r•:r' :r.y,,f''�.#.re�i., yr.,W�rFj'A` s... d3 j.;:'G ''�' .il�"f :.�.'#..t't•� 3zl$,.:,, .,r. tip;... r.`t*, -«. ,a,.a.ht�+� z.: yY fi�'ryse••.T r r} A. tt d r a }._,z„, ^'- S'�f ;..,, r w s,�g�- .^+r; ya' r'�;.'�i'•fJ ,i' k "l `;'Z, } !� r f'�'S"wp„ .�•Y�: yt+1•'l%rg` `"a',-r`� .r +t,fP`. > > �`7..::.n+1'+�'x' c'i` . .2 t'di;.7. " '�,,'hk„t`af?r ,4`,rr A: $, 5'7,. ►� `'�a 4 `4 " .: ,Rr `�� + 4' ,�•i r;T �,!n r}`�,t,- X.:' } }- e -r. <;i+ rJPr'`.' g 4; ,ry .° A Wit ti a ` �P Cz a} +, 3 I?: �a 'r, i, .yo- dT + j e is i, n e r a' ti'4 '?..t, J `,T ♦ tv p�• /• +k*,ad*+`yl,_ �p 3•°,.! t,> ,t " �, t^ y �[h':''ri,"y" ..j:,, �.`: 'f�..�+'r ':a�w`S j..,,.;sn Y r t° ,xs afr,�l;I ys\+k «�,'r:,.,R5�4 {�•'+G'�i` _` ''.t„> i,. .'" +"9'��y<ra_"«�yi'r'!,L �Y'ir.,i FfrP' .:l�r�',yf} •17'4'T+..M,is;'4" {V • � vy4'?^'1._ .C_ <'r"e�i l�.t"4 rt, 'sr`� yr. iTw.t4 ..:A ar.M q 11 v' S" i. h, J• it ,,. ii% 4�(f�x:4,. ,,,y}^�!!''.�i y i'. , t_Vf�'. a x•,.n J :.':�.nfC. ¢ :` -".4. 1'i XFkk +! Y �. + A „..r�q,p N 1. ' rT. t,x "'� yt' `Ir : , r � °'rr jR� ,'3r r< ,� t t •� :. 'r iN " C. ..r,'(s.t •r .r }• I. . �. ^ `,'a.ISY+.t4.k r as•. y PS,, 4 r`: r" >',: YC.A zrr-T% '« , '6' �:"r Mfir'�`Jai 'q i. - d , � 3+'; ,�. �� r �iv'.. , � P�` Y'y�••-.r his , ,J 'Pr R}.a 74t •2+,,+E'tt t_ _ 's�I:y •a s,,i' r :w? k. •r, t� r ,:af, air:, r •,;' -7. `. �1• - �;' "; 'i w '`F rltr�rR k z e j.f t . S. ,,a ., :k'w. v .' r. ' ti 4t.t 1;,.,'s.+,, .',.;J`, -. !', ...ac.;, t ¢'t'� F•A r - - 1" .t i «`; +^' - " f' `+rr }r+>'' r ;+:: Si' .� •v:-J F' 1 '4' .5, T ''', t,� # rC 3•y r , yy d } R '� .':. g,.3;r,,. +Z 2aa ,•:-. r Awl,. .2,.+ i' :. .''s>u a � •s -: -rat, ;Y; .;: fr..F ;.r e.. 4�. f zt wS r `•a r a:t6`r t as A i: /„}. 7 -d`v.,.,'!r�� ,,., t tr r M7 a' s�.,+ , Y. t a,,. ,,,;, i,¢3, •+r` r. \3. •�.,��.. r3r rA r. >S ,t. „ .t °{�h ,t . '" R17 ; :, �+? .: Rrfr v x ;fit. �'.'y yxt4` :::,, w t V R �? ?` ��r_;W x tw'X, ,r�:r� � .1 +� :�r�r.n7t�r,�a'i > �z tnv rF+ as`^ r :. A>'>" r *+z. r,itwJ r t ,t,+. �r+q > s° f'zr ,fi" r� - t',.:}.�`''�,'-`' �-.tnr�r�<.•`,tr wr•"a �d,r'.. J' r. ? :nyw. ,�"i'.iwt,:;' Cyo_,`F-0'Y3, 'I�+ aY`�5 r a '+;k °!;M,,.d, ,ntrr " �'n'l�x,.I R. Z`•�:�:�itY.+,�' +t:-'�+ r,L;•..�4 t'!�';S'. tal!?,�:�,' f} Y a c. _; )r V ,�t'7" �, Y; (i,.'S,e 9.. r t. ,a �{ t - +X.L.rri, 4.} r ��A i '* 4 tk. -CI t�"'. r. t� `. I I.# A-r.`r,'•>.� Z; ;"I 1"3 4p�'�,.„ " S'`;fie`'`.e :i#. +�r7 r�.r:,r.rl r:f�,;r.:l r�.,p4 ��Y �° •r �.w. `�y:ir4=�'�r :� � °.:{r ,t*, , r -,,., :.,t^,r, * #"' 1 ,.,,r~ ct rrY K' t,- ,r,; tyr,,. °j <, j rs•' + 'W' r' ;` W';" ,"I•xArs 'dfs*.SvX' I.y.l :'T'r{r ,s:.vrq F•i'YC'�. � •�. t�''. ..";'i,'..M1f.�t1t,'�' f.., - "` s, -111' r n�'s4tf 4` `"9.�� F t�•4..,YJr 1 •,.r.ti:a i,- if,, w re a tP Yq ry,a t,aM;�•' +r ,".. , rp,*{,.6..-'-:71tr" ,7• 't•'34;e �k ^`l 7 ..? 1 .!^'r'rj r h 'e¢ 3 .P -le,i n 'f;.$ . r s.. ^r, ll�K S' r3r J. N•e�N fir:3, - ti. "- , s,« .•lr } s{x . f r+�� ^ +..; s` n ra '_4 '. yy �+ �,a� �y dr r+ *1?;' . a, 44J �. % twtfi i 3 ,r a.^� r .: `''h I n rel:+, t, ry r .a' t :a''r ¢' u3.. ,;'Gs r+^ 1>i+ re '(t;+E,;`s,".` h4.. +r +., •r Z 'v ., , '';! *a ti,�,ti"'s ",IJ �`ta:i,.. r f':,;.,3 r t_ `f 4 .,' ."; r5 '�" r .µ + '4y I t ��•'2. 5'' `' tt'a 3? iF e ya.� _ r 4 ti" a',. r` ' ) ,�,� t,t ,a .:r16 t,u j. A. t a:;: G.3(t4t__ i�,, .,it r +•y� °a.n•1 1 'i..t., a,�' -� it +' + v� ',.- : �:s ^•...v. ',+,;. r�,-t" ;�a�.,. 41 4r*r5 " y1ai'. xr.r� 1, C� } rrr. ' t "� � .4rtrtt � �`Y'�t '^`•3 xp '. y:yf r3: P ti; h"`<;Mt y,: } 3t '.}s }ua # ��'�t}'W . t, 4TP. , 4 i3 +�"r u$• , ti r y t „zt ta'e+ $s z; sr C , . �• r ' p,.t 7 'z 3� �"s�, r �<ry�J% ."t iJ tn ` r t .s �.tt��{, rx�' . s $z� YY,TIrY.f.'k i3�y1, 4� +{( �dr . .+C Nog: rSl�/yyTtz,,r r,r,�" _. 'y� p fat ., k..'r> Ys Ft�t,,? I}'r:.', •y ;3"[F lu, T 4,y�>-';t.+ .:. .r i sls' �.*;4: `5ti t:S„<.3..G- k,'7t1.4::n J 't o ., .'y"Y�'r.�i5;I ` i ;;� -•. d' n X�. •. J '.;.,"ie �'14�. ivy Fr -- ,,;tr ` •.7 r y A +�..ltt�T ,� 'i'r. ` r � R�7t `P�• '.,}ry ,�°' %�,+,. ; y a,.}�t,•J5':;,>, rt-+r a i,-q a: ,•f' s +, �, A A. • itsar 6 v z�•, F {.y .7 'i _ jr�,`7`'�,,, .t 4;,$` r ,y ;,y:a »rx .n: t w t `r t -7 Y• :� r rr w� Jt ,. i 'Srr� �r 3� •r ��¢¢•`i,q�, �3 a.. - —Ydx, ►i, ,-y y yr-V 4 1gg -ry11 .•,-,$ Jy .§f ,s'}P'? It v .+fir:,z ']' s b,nN'Y '�y' ..'+ �'r. : -�, 'Sf+' k+Yriy a. Fr !j{rli,F: "fy, ti.', t. �.1"`•�i ir,., Ya"lr`zA-14"•r ,a„ 1 .a..; t y'•' t,, rr +,s�rr •J.,'Y .,,ar rz` ,t' +'•--a `Ar.3 ,. tar r 4�Xy; 't -, ... ,. .£ w';ae...r;:'?.'. �,;..,�, ,,;'"=r.Lo r, .',,,t''Y:4 i ti-P. .L• "' -.>f'ai! .r" +',�'•i':Ly rt .f " a;;'4 -.v,: +..'• ;a - fv y fi_* 'P`7f,f•N aq::° {'*., , t t,# t y ,.r E .z "4i, r . . s+" t �rvttr a 7+,akt ?f I A' t •t t �L n 'i.F I+� t C ', .3y fl ' .-'• fir*'.1.•`t'g r��r ry, ph }..'� Jr n.i'_t_R ••,..:f .+' .';� : .'i ��* W y r k*' r} , J. -}'r�'I,. tj SV! r,' F t •+6--:, '� a=C% r t>4ti 4t r,^°:. h "ry > <.rw ..�' i'�' r1-1 5d�i`4.,µ,.'i.. :y C .3'+ iF ,,--'' L"'� 4 f.,�• �W`�r r c Y9 x y c,,-��a J ,P 3. } ,. a ", F Q,- „It, J 4 } J _ tr R'` {J .ay = ! .y,�•,. r p y, ''f ! { `- ' :r" ,, •. � r''`H_+i`• ♦_. _ YY n r} `+ ,F "x},:4 to t-r 9 R�,.?"„M Z%�r •i} p1'i �' .�' SU ', e.'4 '"?J' S �•,'r.,. to _,�'.+.:. .. t� C, >x•:�' - r ?"i r t''- S I- t+r a j,' ^z. s•vr. ° rn tG; `a• tnt:k '•t A - t V ?.�'fka Q *. m f:ri"`st t•+,44.r r,• _,� ] '�.,,-t {y}' t ra_'*r P W t�,:^'' )'.t••.p v. t r•I r '{,. r ';..,1 r j1'^ P. .., ,;.: o[+,�y: ?, ti .,'�::K'+/ ,6+„W;" .'.^1sy....�i;i'yt(d', r *r. ;.}.'`w ;-'.. N .k ,Y-�,MtK x.. f t i'b.ty,`.� "7�++�:f''kJ',r t'r'i.b!5+. '+ f „.Fa`r 'i`' z"'s "' ^4 '�...,r•> - rt ' :°` y ��. xr'-, '•.: N S�'l,,r; '."{( : k .V !" a -+' ;t d 5" i,r, t'!».. `,",J'i a '`^".t ;t ..; s 2 .z'ri It '.1... ,r.' ys,. 'Ft: .�a, 'd• N, y� ?.Y4,+ , p *iki�,i `• 'i?e..YL .'t _ , r,.�.t:,t• 'x d •+4. t -u r.t4��,Y t �s;, ,c+ tt t tf"*r- y4 a J Jdk."' _ R'+r ,,("t":,.� ,.ut,'i;. 'C, .w .g4 :y. F H r'r d a. r riV i ..:.,� 2 .¢ ",?}+P ' r� iL. ..S. !t .. L"' k it',.#. b '• ,n'� --- ,� ` _.a '• dlyr , ':l['"'L` •fir Si�'.r.. r #'_'3.:` •"t -r f r ,TO t t, � � r ° F ',.r >.j`"r+ t :'raS ,Q t n y^S do a f� fr�k..'$;, a hy� r tt .�' ;� - ti�'t' 7 -:i 4- `,t rt �'r rxir �' 4.r-F;- 'rx S::�e f; N.•;,S T'�`.. F_ t"i,-', # .AY 1,. "t: t^!ts} .1, �g 3`:,�r+ +l+tzf�{ ti s ' r ,i1i-+ 4 .} �'•`. '�t```a ,r• r ti ,rt'y. I ''LIr.. •,+J. a^.'t' yr.'-t+ +�7 `3 vat' 4•!i ,r' .-yjY,. �r�X .c .Y'i•C'?fi't/9. "` -r a{ ':3 y.k.�' rt�i. J,+,rrs�,.,f„ .ry.`. t Y`;` •', + ! 'a�},. a ',r?G i.Jt�,e r :- •r. s �. a^ F +,.�.'r TM� '..0 `' +5r .s ,p,•,. w.z5a+'�: p,i 4- i�'r !dI# ,� , r :'}' ' ,1 f I. tti•j r• s:�'iw„ ! e r. s. }¢9 t. a �+ t " y F ,lt*`.y �.AB*- ? Eiji'::"a 4 f�i ..4Q .P} •r+1 _,F V. i�r 3 ��Rr�.s.'4 J w ,. ' 'F S MOO d.�9'ts j��.dY;.{• t� '�!'� Y Y. fa �✓ l r t i{�(], 'R "K''S� rrA.p-r X. ;-;s:; a r.,,,,azyye3 - J,,,. x v; , r ;-`q y, +,s'`,`=f' + x^. {.? h w'-.t,."+ryy„ rrr '`r ia>- ;,r",'`hex, `f+,- 6,C. 1F'' �i a +T, a ,� R. ?'Y ♦. 1,:.ie 1 ; e F"`"•4'"�1.'T�Y,�` *i Jlyr } ,R•,. 99 "`>4 r rrr P i,�j.z dJ �;.y<`• rj_y tk, � r`s't#u•}a 9 q --•:+a,,1rt�' `±'.r.• , r �;�,t',:, f bFRits{, x'k �,;9 rs� ti ..,a'y„rt, :',' r , ^aa' .r '4.x }r >, ,:',.'a -..,& - rc' ty-3E'"&�. �"i'ii� ,w.r +:' ! x. ,gyp -zC `:r• ., d >. Y'.„ � f..,r y ♦' -PA". .•..r:,,v r, j 1 yi. ,,v,tn�,is Gl� y ��,k.4 y.}. t J, ,�. '�`'.. ;+,ma x tf �' r~7.kf .,yu'�. .. �. z µ.� ',r r � .(r,,u+,•''�,: "-e, ,5r,+„.A- ��,�._w.i"ti:Ja�" .,tf+Y-.�'1�,3se.y,�,+z't;q •t„} _ -'; ..`1�Y 1,"�,t•�• .��',�f.a #t�+:, ., f.11 * , •ice" r, ,++' a .,;f;'xv.:• s�9?y•'.. 9. ".t - ';ft.r"tJ ':•i''.ty` #,t• 1� -gy, IQ.'4;�`. a+ t'•a• Y "F+i,}„fi....". w 3; ;.._, . rb Z„'7.r:''+'' ' 7 .. r s Ft'' •� !a "5"•` 'i;�.P'+�M '+S,;i+'v' r�L,F' y• <P�;}!+h'r,.,,pt ��", .�t�1 I'� , +:.�YL'i'R a.,,aC,Si r.. '�Q, aRi..�,If7'kr,�,,•Yd';, ,�rx�12 jw 141; X! 'i ,.,.+,'.r �,� ,*" l rs,r �..timmm:i'�� ..y$�,r,.•�..}f_t+'�°�S'?:'ig,^'r++M•z:�'�r;�Y tr�,"i"-C � J, �=..e_'r�:•"r �•µ3��;. .4T " rt 4 t"r�p,ft� a i _ • it r#: "; P } eft. s_r�_ , t, >, yak,. 4 #} -. �;r _ A - 4r, :, i • e.� mt. gar, r .rt ,t. t t ynt" r Ve A. `r'+ >. Y,,' Mtag sib?{ #` i' xS' < v'r LAW Ja • r F ?+� t :i�K P,`.. •r 11 ..a. a s..'.� - 'k`a• .: "r.-'N r``;n5 rY.,y"t,�'.._',{ �{ .'�`!r •f *E t yUN, - i':.4r 'Sr• * p_ ,3 4•, aR 1� 5 i�i �. ''-'. v, . ,... v, 'A, r. .ye. !r z+»t t+'t't r ++ a i-r''%R. ,�, ?%,y, .a�� ,Y•ir a-'F qx sl +}'�k r y�a i a?C t s ,': - "rt art `K to ,w'. �f'rrJ,tY 1 'r:'}�' ;. ,A %gr M i. .t: .Y,al '�`:i2 •y..qt,+.- ,St .y �'��;`,k+rd r n'�.r..,":`, '�,-r t�N fi�,� '�.`'�q rr+�.:yr. 'rSC J ,� ,"'+r7�Xi M,°�;a r S'$l��,y'k '�• Fyt r,Ak'<r rt Ft' i t,r '7 '„� A q az4 �; nC¢:e >�� air �,:�x 'x fit, !It'- � , 9� a' , d Ra lKA,::I:•!`L +: dr. ..yl r t7 '..N ., '•x , �y,, ri? •..�� '., ! ,K,...1,;. .q ta' ri�y 'rrw.; �.cfa L., `:'Y (`}"".we 4 ' C,,v !f. ;.•,Y. • t :, rr 'v':;';qx�+ a „c:.-,� tt.. `n r. ,"4.i,y `y 'r^a u^+',+, f vt,.::` w„u: t, :. r i• axC a�'f. �`krb',«' .rnS° "t,,"az:, L'.r'!.•t .., t+r tsk-�:•is 'I -'b_. kl'} t��,`f+ ,,�a-.'7: N"c. 7.*$, `tz ,J :`�,'r •x t' •a�'$ .o.�?,"'" "•'4 rr~'`-;'+.,t. i,'•i, :, ;,y :3, .,.;C@ J`',rk,' :rJ ,'S. - .t'. r J - "g`.... ,Y ., ,t3. ,}.r; Y,*,,'.' >is ` �, `f �r'3.: x ,,n. ;t ,t�' ,Cng zr�: t a £r t;, .. w" a dt, , � •� _1,; ,, g a+i,'"rc,`?-•v ",vt•� ,YL'iq ee ,r d•0 s 33'4 t`. c ' ',g',-{ .4}a4`.a. y`C•,, -A,,; h: '� hit ;�"'•+d s�,,J 5x;'tr';N C a..,Y:r d ,z ,.,,f t.t,!?r!.; '? .} Y`�'1�1�,: 2'rs. Y:• },.�,= 1,: \- 1�, aT., <f{� J: r'J: Yr. y AE,.` „'2. . 7` ;.,d .!4 Y, Ittty "I h,'t r z 4, � w,of 4 ° �N Y y L ftI i �` "t �3. ',V,X;X�q, +, Y Y t s,, '�'. r' q` ,t ` r .r{ r, "t F,, wxk:. ,q. „r r't4S'r., i t .. .t+a„ r.y, 7, .". �• 'a' '4''' , .., '''t4 y -.r,,.� .Y' t- �. L �"- ,�i,,3� s�.� . ,w r,' �t mh:°7 v� B tr 1 ,r F'f tit :. e, rTM;'�r•T $m :e�-. P. rY.: .>," .. i 4,1.•• ^.. Y.,.y ~''' i^e`r" R#v±; k 5i•.,' ,Fy`t. { ,+ ,yk ;4" �;tt6 s.�'I�"I�.Ems,y f:,le. r„yJ';}`". Y,q 4+1{ y,6+1'j,�ja,. ,r' c'Yra, :,. :rt+gr r q, :t, J, rc ",R t.�` +.'F:• x:�;-e;'t� .m ?t t.'1': }` -"""'•r 1:�,. 4',,.'^yJ.i't :'�•'ti't „P �'�y' `t' ,.3JN)_ ^+t iFit4`'.r. , r ..F , '},..f.:r; .±s r r., n '$ f�g• , r +{`yr ' f s C•+: tjz. r. �•,,y'*•° d, r v,-r fi .41rS. x_a. r'. _.:t�. ai 't .• �'t. ,�„A..drr� t "4, t;' al `+f, ,'�1�`yr�k '^4 i •�':wry Lie,:q t�ttk` .`��`,> •ar'; ::'t4., rt.,,t},�'y ,r,.l, tr ' 0'i, -t; i,J5. f}�,,t i s �y ?5'; da.tr .,' t� ,-t ,,v .r,r.,r c.,rit `.:� •.a•.t,- ?n'N.'r, :: : r' ., .,t r�� '' t :,:v �.' F„•.s- ,tz. " y A, ,i �,, «':' +a".; s "`ate qa Y , "�,+.,,4a�'' , > J• r+ r rc3 y➢� �. r J«,'rl +`�{.� ,•r. +r;j,` "wt ,.fi ", y `gym.: y., a S '„'J•'� '?#.k` '=Fa}a�,r:•' �irJtt+�xp`.S,• 4 �r t., fr'. e. . ,, .`„�•. rSr}r t'£; a„zk ,r .:;., a� + s.6 ',,*r'¢"r.. +1'Fa r-_ i' ''^�' `t .'F e1. P',s`-;r ., t.�,'q. ,.,J4 n�,l1r. `'. t _ `C`trC �` v.. p �, `,a? ., Y'K f} •A t ,. �, /r.y y,.+:'tY..1'S 4,� •# 'uT t' - , � /5 f'T .i > t�-t 211 ` •V7% M +e,•a A1.:f t.... .,i 1�_., ,r„ z ;` E.3,. '�r '�Et r1'`#,�'.r � `,)", ✓,t �+L,�i. ,fir v, 'r e•Al4a uHr f NiAQ .]w..;`• S i.'.R!t S.,k i1.; ,T, ._fart 4v7"'..1 Ii J:e. .;} ,fyb fr�Ai t tt= f'1,.wi rP'•' r ^e "�. ,c•e - j t th,t •a,,t .x'i'ia 6 s " �, t. '. :w y''�. tr J,w 'h^,'"bra 1 S 7 '� I.'hc�''„v ,i` '�' i;rA .a, :'s*c:tk! _ .r " ti - ,y y x+s. } �, ,, ,'tw >4. NS t`.i ` ,:I'7 x ;.r '; r `"^• `- ' .. has\.,- .,i.r' x 1,iir-,La:,.x�,.-a '.5r'z. N Ph':. �' "'1"�T h�''�"#t J,; + w,YQ]•'".ir r <� t w r y{, 3�y Tyt {a"�. (,ipb r F. ;,y, d. x / `� ., ,�y a,, a 3 rtf dt.•M f L •+k µ•3M1 nr Y n.S.T 6. '+�0! r ;. "v.i �: s r .,§ ; .}i,,y rz Rdiy r y l+•' �r 1 f^9,f4 t ,• J> is xa"}, .'t' ? .,f..i. !..r' .rt� ' **k x,..f i pt t. { '+�?+ ,rr'_: a 1 J 'ti.!tt�� P's•.4 a ;f` y"e�t• '+�1't' , s .> .:•a;-•;'N fir!, r - �t �a.. .4 � i`,:, rr_ `";+�y�'- r. � i'Y:, �'r�.,'.jx ,��d:ti �'4�.'"�}- i'frt I .,..' `Tx'+F'; S .!,�:t.� ¢�}igi I tr .fry rtt"`v..�,',, . E ..S�v¢.p+ r .4 ,i° .'mow .�. '� ri .�y, `.� ,, <�:., r,+.r..^1:Ly,. � .. Y x;' '. z a .`-� y. , , r `rC eG" z ; t, ? �qt t j r r A� pt ♦ :A{yt 3'f: Pi r r' ahyx•t9 � > r4 5r, aft a"'• �+ "'£. q "T: t -i. r . r-,,i ,sto ,, ,6tr`i. Z .-'.• 'r �}`i.:, - I on ..a.0 +• .,r ``!1. "t.�`-'�`.°4'_'Y F`.r rz. *s`'s ',:G= '%`. r f J;. s.z 4' r '.t+,M d 0, . "':, $ ,.;:r.,,wt .,.,-. :' ti�',+`w�,�`t.° lxy r -.n, �.'. ,r {�'':,� ;,n. rY ; v� ;,4'`t" .-= .:• ...'2'r" Xu... K, ..r.r �, ,.+ }Jf r''��i{.t «'t 'df lei f.{r}.i.Ai y i f..' `i'r:9i`,- Y,Lr!i3'.6 �7ex: '«.5 _ e �'s?• 7 J. rt '. ,,,,..��F-+t�`P -,.L - r4C,y .�.r. t r* E r ,;: a }a•.I, .fik.y f 'r. t F t ''. •r +t .�' 4 _., x,,t ". _, ¢' '?-i.A �„ys.."..?�';.t f,,'�,£;t.'}_y� y'7*iW��t"`.�." 1�F• �z+r,ai.�.So �,�,.m", `"t.�*y s•"�i"C _�°"4'' r�,,t .4<a°:v�7r'�:,,�r i�"`i-R�*r .%'. S ma's � a +�::Pk ;4 Y a '.", ',J"r,,t- '° '•ti ...,k r! .r fJ` ,o J r., - 1''d rr tat`f . .a - ; -* 4, r . r t t , .� aL ; hrh k •n 7r i.: r ,: :.3 ira . 'A , ^ F,s t.shz �+,j'++ �3i 3- 't% '^r` a7 t, t ? T,,,+;rfi "" L, f yti c P 9y �°� r t°Fr yt �:tea s ..TI .! is •:, + .fZ ;i-1 !b x f . I t•' -ri Yv r 1. •?. ft•T y, 4 , r i r v.�"j, i 3 , 'S,X' y ° t. 3.Y' ,•�tv .N. '4.r ,N+R' Zr7 ' € i r- '�+,�-a ,•. t`rr,`y it t _r J *,� -+ . >r " •�44a,s .i•'''., �t=Y• •' •� r 7Y r+k t d E f`�`. w <'.J�.r fie.,+ •'+d.S ,,t..�; }, tj.. }i•> s T�'` >n. 't jb^',` d a :� S ry.✓._.t ` - '►�lA,.:s. °, tJ p •# �•I`_: • ryv . ka 'W t q., �, •r. J. y rJ r Y.` rr,7 +C 1 -y r t -Q`+3 fit,.-� 'fin pp+j J}z 7 :4x S'7.� 4 J t 9:- t.r�,.;J,, Y a "'x '+� :r 1.r ia• 4'�..1: #,.XS•` 4 to- �' t't'4 l� 1�_,yTiaw`L � w,"_r `' ,P�,:y, F 4.yii' ,,� °` _' ,sr,:_ ;Y•;a'CySi .� t ,. y tr<•4` + .i', +y. K; ,tt'" i -,i J•1r''4•"�• A , i� .ait.f':'�, st 77•sr >�Py7., ��r-l'•?,P 'yt�, �r:��,��.y+�^�.- f ��t Y.;r �.�.^�,..,�•r' -a :.�r�',�,'.�r"s t '' i+y j7>„t4�.�'�-V '�,I °:. - v 4.•f.✓i _ t y :J' " - '+ b.a S l'_ '),1 ^w. r �r t' _ •xr `;:t�g�j `'b?,,� tt y ,` yy�,.-t.. r �'. Wt,"',*f `u c j r �'•4•r r; 'toj:-,'_^ S4 1i.r' .+J`d' s +} r,..« ;^,,.rS+, y: '+f'�,. '�'. .ti.+':-d',Ji ``�' .§" '+'°Y�J'>•�...`$... .•2,y t,x ` 'i.. r."'rl 4�-, i t ` .V, _ �.d: .."�?:, v,'art'- :r•4}':S'.,b.,. i` .s tPr,. ': L�"tik . fY,:�i� :.p,,,'ay -` ?r� .,..'}i.Fw.�" ..•4'L �`I,trRR .: GALE - ENGINEERING COMPANY, INC. LIEUTEQ OF TUBS r �� 8 School Street, P.O. Box 21 WEYMOUTH, MASSACHUSETTS 02189 /� C DATE JOB NO. (617) 337-4253 ATTENTION RE: TO TAv z""- WE ARE SENDING YOU [f Attached ❑ Under separate cover via the following items: ❑ Shop drawings [Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval El For your use El Approved as noted ElSubmit copies for.distribution Q As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 14 Epz Ed f!i,ASD.e%y.E —a COPY TO _1.IlO SIGNED: PxooucrM2 �IX,GMWR MNL o1an. If enclosures are not as noted, kindly notify us at once. S. Russell Sylva3 d ts, Commissioner t Gilbert T.Joly H g:znal Environmental Engineer Y42Af Y j September 28, 1987 :t +,. t t"Y Y 1 :va a' C'e' 1 :1•CI:E �:J'ers 6iF- 1' i Mobll 011 COr O p ration -- BARNSTABLE--OIR/SA4-214 32.2.5 Gallows Road" " Mobil Service Station, .Fairfax, Virginia 22037-0001 ~Ear r� ;a.j" 1449. Route 132 a f t.to i i •'".t ¢. �.. C5 i .tr_rr �:.a i;�•x� > nput M.G :Chapter l Li p er 21E ATTENTION: i L4 Miller 'iPO t 5a Gentlemen: `, 3 ' Tr; i- ,.. t rr)j!j"'S t F'•} <: •_5' '.. �, f ' :. The Department ofy,Environmental' , Quality Engineering <reports entitled "Progress/Summary Report" for the above-referenced esiteo dated July and August, 1987. The reports contained information regarding the installation Of-I five. (5) sets. of cluster• wells at, the site and results of analysis of ground:water from site- 'monitorin wells. According to the reports the product recovery system if,, functioning ,to contain the migration of free product and a total of 5400 gallons of gasoline have been recovered by the system to date.,) r ,.t{. ° ,`1;. � �ni•a :It,,S } n, � 5,., z"t1�.... � � i t. j Results of analysis of Y ground water at 'the ,site indicated dissolved gasoline components have migrated beyond °the installed site perimeter monitoring wells... Specific questions regarding the reports are included in Attachments A and B. • ; Written responses to questions should be included Ia' t'be next Progress/Summary .Report issued.--� Please be advised that the .Department ,reu additional assessment work of contamination atthessil te and otoodevelop a final remedial.,response: plan .(M.G.L. C. `21E, Section. 3A(g) . ) ,1,•t,'9 j, C7 �;} i .�t � ,.i' r.' .• a.. } 1 i r ..�• i ; ,., '� ;;t-..� .�s�:'" s?Y;��. T`.��},�.'�. F•s;� 7R;e'e? } ' t°, � �..,.a , . Withincthirty (30) �.`jdays of receipt of;.this .letter Mobil must submit an assessment.. work plan to the Department: ., The work plan must include detailed descriptions �of actionsAto beitaken and. a schedule of work to address 'the following assessment ,requirements:} �� , ,:•. Develop a 'site base plan 'with a scale of one, inch equal to thirty feet (1"=30' )..and of .sufficient size -to include the j i:' ' expected extent .of ground water contamination, the easterly shoreline of Shallow Pond and the small pond east of Route 132 that receives the treatment system discharge. The plan must include the following: A) all buildings; B) significant topographic features including land elevations and top of casing elevations; C) all surface drainage features including streams, ditches, catch basins and conduits; r disposal systems; E) underground storage utanks aandwastewater lines; and F) utilities; , 2 . � Define the extent of dissolved gasoline contamination at the site. c . A network of monitoring wells around the site free of detectable levels of dissolved gasoline components is required for definition. The, number of monitoring wells needed may be reduced if other plume defining techniques -prove useful at the site; 3 . Define the rate of migration:. of; dissolvedngasoline 'components in ground water at the site. riAll,�.calculations ,of migration rates must be documented with results; i 4 . Define the ground water capture zone of the operating recovery --well (RW) . Provide all calculations of the RW capture zone and locate the capture zone on the site plan. Results generated by an appropriate calibrated ground water model defining the capture zone may be substituted for calculations. Site specific information input to the model must be documented. ,,Within forty, , (40) days of the Department's approval of the assessment work plan, Mobil must submit a progress report regarding work plan activities to the Department. , The progress report must contain results of analysis; of ground water by EPA Method 602 for samples obtained from ;.e`a perimeter,•monitoring wells and results of any alternative plume defining investigations. Within ninety e(99) days of the Department's approval of the assessment,,work plan, Mobil must submit a final assessment report to thejDepartment including but not limited to items 1-4 listed above. ,;Withinisixty . (60) days of the Department's approval of the final assessment..report, Mobil must submit to the Department a feasibility study (FS) . that examines in detail several remedial action options and makes: recommendations for a permanent solution at the site. The FS must contain a_.timetable of definite and enterprising steps to be taken to implement a permanent solution at the site. Source control, mitigation, and reduction must be addressed in the alternatives as well as remedies that ,address elimination of contaminant migration. All permits and approvals required for,tremedial operations must be identified. ;The Department requires Mobil to respond in writing within fourteen (14) days of receipt of this letter and confirm Mobil's intent to undertakerequisite..actions. Failure to complete any of these required actions or submit reports within the time frames specified will result in the Department taking appropriate response actions according the M.G.L. Chapter 21E, Section 4 . Mobil's liability associated with such response actions has been specified in the Notice of Responsibility letter sent to Mobil by the Department and dated July 1, 1986. F r . y { fi If you have any questions, please contact James Begley�at this office refer to site SA4-214 in all correspondence. p ,,T r . .. Very truly+ yours, t . 1 F Christopher Tilden; P:E. ; Chief Solid and Hazardous Materials Section losures - > ''s. �.. . �`C?1 3'?t��? `t E" i f'>"i "4. #"�'Z,'� fw•;t• ry'! �.,• '. rIFIED MAILS #P-532 587 868 t.,.a URN RECEIPT REQUESTED Office of Incident Response ATTN : Ed .Benoitt. ' Barnstable Board of Health Town Hall Hyannis, MA 02601 } Q 9,11 C Hyannis Fire -Department 93 High School Road Ext. f . Hyannis, .MA ,r02601 r, 1 ATTN: :Richard,. Farrenkoff { .r.. . ,• r. f v Mobil Oil. Corporation ` 580 Chelsea Street East Boston, MA 02125 1.t j.r•+ { ATTN: Andy Bissonette �• ' .. ' :. i. < , #. ,. ,'Al , (Enclosures) s,}. w s•.;{� `,i :r . e ,s d x" t :111 ? 1`•. t't .riy ;-x�. +ry 3.; ��i { ! 1'�`� #Y { i 't T, , { :Zecco , Inc.,i� x, � �:'4 ��:, :1f. ry , 345 Main Street Northboro, MA 01532• u t,A. tI.1!41�: ;.`. ATTN:'$ ,,Tony. Zecco 't< `(AwAnciosures) $s}"i, P .F j �_:. 3A({ p�cff Division "of .Water Supply ,;f' "l et t Southeast Region y ,; c ?'I "T +. -fJ - { `'�:tif.:F.�-i t.i. ,, +2' .r r .r 1^,•r,-�v" . Glk '? t ii I .t3 f {jiy 1 21 fl i .C ' / s «01-' ` t: i, ,t13.`' i t`,s- p` s,.1 i-afia- {.ha s 'Ste F. C e - f.ld€. iiyi ' ..,�; < ` `, t i,a.r . gg p ` Ti�#; 4 t'}C..'1 1tTif' 7M' 1t,.R 0.1Oit'l9 t",'` )v asmd T fi :a?P .i.'')f ;:e ^Z,rf.1ce 'j r.21tiage fe';,Itn.r- '4 .i '� R,and t st i Gale Associates, Inc. GALE Eight School Street • P.O. Box 21 • Weymouth, Massachusetts 02189-0900 (6 1 7 ) 3 3 7-4 2 5 3 August 20, 1987 Town of Barnstable Board of Health 367 Main Street Hyannis, MA. 02601 Attn: Mr. Thomas McKeon Re: Variance Request for Mobil Oil Corporation 1449 Route 132 Hyannis, MA. GALE File No. 3850-2 Dear Mr. McKeon: Pursuant to our conversation of Wednesday, August 19, 1987, I offer you the following requested information: 1. Under proposed conditions the new construction will be connected to the public water supply located on Old Strawberry Hill Road and the existing on-site water supply well shall be abandoned. 2 . The following calculation represents the maximum allowable discharge of sanitary sewage based on a limiting factor of 330 gallons per acre per day: Note: Total site area = 0. 88 Acres (0 . 88 Acres) x (330 Gallons/Acres/Day) = 290 Gallons/Day (Maximum Allowable Discharge) Very truly yours, GALE ASSOCIATES, INC. Alexander B. Trakimas Project Manager ABT/jp cc: Mr. Andre Bisonnette/Mobil Oil Corporation Boston • Baltimore TOWN OF BARNSTABLE WATER QUALITY ADVISORY COMMITTEE 367 Main Street Hyannis, Mass. 02601 'I July 21 , 1987 John Kelly, Director . Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Dear John, RE : PROPOSED REHAB OF MOBIL OIL BUILDING ROUTE 132, HYANNIS, MA At a meeting of the Water Quality Advisory Committee, held on July 16, 1987, a site plan for the proposed rehab of the Mobil Oil Station in Hyannis was reviewed. Alex Trakiman of Gale Engineering made a presentation explaining the reconstruction of the new layout with canopy. The committee offers the following recommendations for the Board of Health's consideration : 1 ) Since the location is outside of the sewer master plan, and the physical constraints imposed by the site regarding connection to the existing force main at Phinney' s Lane, it was voted to waive the requirement to hook up to the system; 2) Water meter readings should be documented to the Board of Health' s satisfaction in order to verify representation of current low usage. Information from this site, reliant as it is on a private well , may not provide enough of a history of usage to be meaningful . Readings from other similar operations might be helpful in rendering a finding on sustained usage. If low readings ( 330 gpd) can be adequately substantiated, then it is the opinion of the Committee that the proposed renovations represent an improved situation with respect to overall groundwater impacts and a variance from the "330 rule" would not be detrimental . w ' Page 2 The committee further recommends that all drains in the area be built to accommodate a sump and MDC trap preceding each basin. In addition, a maintenance and clean out schedule should be filed with the board. Should the board have any questions on this matter, the committee would be happy to respond. Respectfully, Malcolm Foss, Chairman Pro Tem Water Quality Advisory Committee , � N �P�ofTNETp�o TOWN OF BARNSTABLE lit• �° �� OFFICE OF DAHI7T"L--� BOARD OF. HEALTH � MMl . �p 1639. !� 0 ylkY 367 MAIN STREET HYANNIS. MASS. 02601 June 10, 1987 Mr: Thomas Mullen Chairman, Water Advisory,Committee P.O.Box 551 Barnstable, Ma 02630 Tel. No. 775-1120 Ext. 141 Dear Mr. Mullen: Enclosed is ..a, plan for a proposed subsurface sewage disposal plan and other details for a change in use to open a snack shop and change the location of pump islands at the Mobil Station at 1449 Route 132, Hyannis, Ma. The applicant requests a variance from the Board of Health Regulation requiring connection to town sewer if within 3000 Feet and the Board of Health Regulation limiting daily sewage flow to 330 gallons per acre within zones of contribution to public supply wells. This is a very sensitive area and we would like the recommendations of the Water Advisory Committee. Please place this on, your agenda and notify the following persons of the time, place and date of your meeting: Alexander B. Trakinas Vale.Engineering Co. P.O.Box 21 Weymouth, Ma 02189 Andre Bissonnette Mobil Oil Corporation 580 Chelsea Street East Boston, Ma 02128 Very truly yours, jire n� K�ly l l r cto of Public ealth JMK/bs Encl. GALE ENGINEERING COMPANY, INC. LEECTUEQ OF TURISOMUL 8 School Street, P.O. Box 21 WEYMOUTH, MASSACHUSE17S 02189 GATE (617) 337-4253 c%sa.- e, /9fI7 JOB N�38�0-.2 ATTENTION RE: TO WE ARE SENDING YOU ® Attached Under separate cover via the following items: ❑ Shop drawings tints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES' DATE NO. DESCRIPTION Z S/8 87 .JITE �i6lf'�eoY.�.a//.EivT /�idd✓ THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution -- /As requested ❑- Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: �, T HoDUCT240-2 Jnres IMAMtX Mau-olan. if enclosures are not as noted, kindly notify us at once. GALE i ENGINEERING COMPANY, INC. LIETTEEQ OF 8 School Street, P.O. Box 21 WEYMOUTH, MASSACHUSETTS 02189 � (617) 337-4253 DATE .2T� i987 JOe No. ATTENTIO/NV RE: TO WE ARE SENDING YOU /Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ 1 COPIES DATE NO. DESCRIPTION / Y.4.Esi.O.t�C,t:" �.��¢'�/�^Jr 1s�r�•s� .��4c.�is��tirs r THESE ARE TRANSMITTED as checked below: T [� For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as.noted ❑ Submit copies for distribution a• rT rf..a..�-. ❑ As requested El Returned for corrections u ncLurn- correct&u prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 1 COPY TO iV.GO,P.E ZsZ ' /�OzVXi2-7224 6V,1 aX SIGNED: cza PRODUCT 2442 Ja ice.Gown.Mm 01471. if enclosures are not as noted, kindly notify us at once. NO. DATE y *THE To TOWN OF BARNSTABLE FEE 0' OFFICE OF )AEI7TJELL � RECEIVED BY •�•� BOARD OF HEALTH 367 MAIN STREET HYANNIS. MASS. o2soi VARIANCE REQUEST FORM All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT Mobil Oil Corporation TEL. NO. (617) 381-4021 ADDRESS OF APPLICANT 580 Chelsea Street, East Boston, MA 02128 NAME OF OWNER OF PROPERTY Same SUBDIVISION NAME Not Applicable DATE APPROVED N/A ASSESSORS MAP AND PARCEL NUMBER Map No. 548, Parcel No. 20 LOCATION OF REQUEST Hyannis Mobil Service Center - 1449 Route 132 1 SIZE OF LOT 38,291± SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY: Yes x No VARIANCE FROM ) gulation Re REGULATION List 310 CMR 15.02 (13) - Title 5 ( and Town of Barnstable Board of Health "Interim Regulation for the Protection of the Groundwater Quality Within Zones of Contribution to Public Supply Wells". REASON FOR VARIANCE(May attach letter if more space is needed) See Attached letter. PLAN - TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Robert L. Childs, Chairman Ann Jane Eshbaugh Grover C.M. Farrish, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE Gale Engineering Company, Inc. GA---L ---E Eight School Street • P.O. Box 21 • Weymouth, Massachusetts 02189 ( 6 1 7 ) 3 3 7 -4 2 5 3 May 27, 1987 Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 ' Re: Request for Variance Mobil Oil Corporation 1449 Route 132, Hyannis GALE Project No. 3850-2 �I Dear Members of the Board: Mobil Oil Corporation currently operates a full-service station which offers residents and visitors a complete line of automotive repair and gasoline services . Gasoline services are comprised of two pump islands offering four fuel pumps per island. Each pump is capable of servicing two vehicles at a time for a total of eight vehicles at any one time; however, island length limits the servicing to four vehicles per island at any one time. r Automotive repair services are offered by a three-bay service garage with office, sales and storage areas, as well as an employee sink and public restroom facilities . The total existing building area is approximately 1, 800 square feet . Water usage at the station was monitored during the period from November 4, 1985 through November 6, 1986, which indicated an average daily usage of 204 . 5 gallons . An on-site well currently provides the station' s water supply and, to the best of our knowledge, there are no drinking water wells down gradient from the site. The proposed station renovation would create a new snack shop with a new canopy gasoline service area and eliminate automotive repair services . The existing on site well would be abandoned and the renovated station would be connected to the public water system on Old Strawberry Hill Road. The new gasoline services would be comprised of four single-pump islands . Each pump would be capable of servicing two vehicles at a time for a total of eight vehicles at any one time (as the existing station currently does) . 'o Barnstable BoH May 27, 1987 -- --------------------- 3850-2 - Page 2 The new snack shop will consist of sales and storage area and be equipped with a handwash sink and double sink. A utility sink will be located in the employee restroom. No food preparation processing or packaging of food other than coffee, soft drinks, etc. , is anticipated. The total building area will be approximately 800 square feet (a decrease of approximately 1, 000 square feet from the existing building) . It is our request before the Board that since the existing full-service, eight-pump- station with public restrooms currently has- -an average daily water usage of 204 . 5 gallons, that the proposed renovated facility be allowed to base its septic design on the existing average daily water usage, recognizing that the . renovated facility will represent a decrease in building size, maintain the existing number of fuel pumps and restrict restroom usage to employees only. The following additional information is attached herewith for your consideration: 1. Predicted nitrate loadings for 1,200 gallons per day (310 CMR 15. 02 - 13 - Title 5) and 205 gallons per day (water usage data rounded to the nearest whole number) . ' 2 . Documentation from the Department of Public Works for request to connect to the municipal sewer system. 3 . High Ground Water Level Computation. 4 . Silte Plan (Ground Water Flow Direction) . ' 5 . Percolation Test and Observation Pit Application. 6 . Site Improvement Plan. 7 . Abuttors List. Thank you for your attention in this matter. Should you have any questions or desire additional information, please do not hesitate to contact me. Very truly yours, Alexander B. Trakimas Project Manager ABT/pls Attachments iGALE ENGINEERING COMPANY, INC. J°B �"'`g"-I&A [3z- Wlk--O �s, 001M 8 School Street, P.O. Box 21 SHEET NO. OF WEYMOUTH, MASSACHUSETTS 02189 CALCULATED BY -4,' /p DATE S- 2G e (617) 337-4253 .CHECKED BY DATE_ SCALE O S �.%�j .]y/J `c �a f JP%�e".c... 5 .s i .. %Q Z.S. //! ✓�s•YOdf �! ) .. .._. /l x VJr ...x (2•'3.4 x /0 v�2ca x/ Z Fof . � vla .... �> r ¢z.s! .. 3 _ 45y' ..... ..... 3 ......... _ - /. < fPFfj 3.96, .5J - L-Q , OCV > /� T C IG �• /y"'!/j -{O/' G� O. �j GC/C /O T. PROOM 204.1 w.C..Ym 01411. . ' Gale Engineering Company, Inc. Eight School Street • P.O. Box 21 • Weymouth, Massachusetts 02189 ( 6 1 7 ) 3 3 7 - 4 2 5 3 May 6, 1987 Town of Barnstable Department of Public Works 367 Main Street Hyannis, MA 02601 Attn: Mr. Walter Jacobson Re Hyannis Mobil Service Center 1449 Route 132 (at Old Strawberry Hill Road) Hyannis, Massachusetts GALE Project No. 3850-2 Dear Mr. Jacobson: Pursuant to the "Barnstable Water Quality Advisory Committee - Submission Criteria Checklist", we are requesting from you the feasibility of connecting to the municipal sewer system. To assist you in your determination, we have enclosed a progress print of the proposed station renovation, as well as general locus map of the area. Based on 314 CMR 15:00 Title 5, sewage flow is estimated at�1200 gallons per day although water meter readings taken at the existing station indicate an average daily flow of 204.5 gallons per day. Should you desire any additional information, please do not ' hesitate to contact me. Very truly 'yours, Alexander B. Trakimas Project Manager ABT/pls ,� Encls �Qv wy • BARNSTAEL • �G��'T//�i�%; �u7i"(/7 %I/�1 i7/J 9 MA66. 0� ,ems1639• �g f�n O MAX k' �( ��y��f, ./lCa6d�eo�iude 0260/ ' COMMISSIONERS: (617) 775-1120 Ext. 123 KEVIN O'NEIL. CHAIRMAN ROBERT L. O'BRIEN ' JOHN J. ROSARIO, VICE CHAIRMAN SUPERINTENDENT THOMAS J. MULLEN PHILIP C. McCARTIN F. SHELDON BUCKINGHAM May 7, 1987 Gale Engineering 8 Sch-ool Street P.O. Box 32 1 Weymouth, MA 02189.. Attention: Alexander B. Trakimas, SUBJECT: Hyannis. Mobile Service Station - Route 132 Hyannis Dear Mr. Taki'mas: In regard to your letter of May 6, 1987, subject as above, I have examined the possib.lity of connecting with the sewer system and have reached the following conclusions: First: There is no pos.siblity, due to ground elevations, i .e. it would be necessary to run up gradient, to connect to a gravity sewer. Secondly: Because of the limited flow from the Service Center (approximately 20.0 GPD) , it would be uneconomically feasible to construct a force main to the intersection of Route 132 and Bearses Way. In addition, either of the options above would not be in accordance with the Wastewater Management Plan. If I amy be of further assistance, please do not hesitate to contract me. Very truI yours, WALTER R COBSON Project nager WRJ:sdm CC: Board of Health ' Permit Number: Date: Completed by: ' HIGH GROUND-WATER LEVEL COMPUTATION Site Location: ,�/i%e�iti/ /r/foBic ��e C�✓�1 ��.c T Fit i�l.'9,�rF i�,Z Lot No. ,j/J�� Ste' _ ,�GT z,-� Owner: Address:�r��f��crr=, Contractor: Esc c .C.✓�vE£eiul ,�NC. Address: Pi mot_ T f?c-1 21 Notes: c�,y�.F,�7',t•�9r!/ .!(f ,C.: ii/n. .� ( c�"i'Y. - / ) .;%E,c'7 fc;� 2 STEP 1 Measure depth to water table to nearest 1/10 ft. ..................... �7 3 ......................................................... Date month/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: A�hi OA Appropriate index well.................................................... 2 7 OWater-level range zone ..................................................... C STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to water level for index well ........................... month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A),current depth. to water level for index well (STEP 3); and water-level zone (STEP 2B) __ 5 determine water-level adjustment ........................................................................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water /9 8 levelat site (STEP 1) ............................................................................................................. r Permit Number: Date:_, Completed by: 45,7 T2.42e'l �.� HIGH GROUND-WATER LEVEL COMPUTATION 1 Site Location: tyFe Lot No. Owner: Address: . ,f 7 t yr�rt-s < . ,��F7 contractor: ('7Qz.,- 1;✓ 6cr�ely6 [.o., IAoz, Address:_ .�i.' ©%'z ! ✓•E7 u /'/�v.�'/day ' Notes: STEP 1 Measure depth to water table to nearest 1/10 ft. ....................................: 2/.S month/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: .41dy OAppropriate index well.................................................... 2L7' OWater-level range zone ..................................................... C STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to water level for index well ........................... /- 97' 23 G month/year STEP 4 Using Table of Water-level Adjustments ' for index well (STEP 2A), current depth. to water level for index well (STEP 3), / and water-level zone (STEP 28) 3.5 determine water-level adjustment ........................................................................................... STEP b Estimate depth to high water ' by subtracting the water- level adjustment (STEP 4) ' from measured depth to water �B levelat site (STEP 1) .............................................................................................................. � �iPGauo �/.•E�ATiG/✓a �/ r. i 1 APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS ^y ' LOCATION yyAn/n//S S-6eK � ZA-15E NO. a{✓J9 P�rFV/�Z VILLAGE f,,2 /r r DATE /.?-S-BG APPLICANT /L/ogic O/.0 COC'POR/T/OA/ FEE /7S �..�.v:,vvo.P.F sirrevvFrr,F (Non-refundable) ADDRESS Spn wF sFo ST Fias>n igA TELEPHONE NO. 381--roz/ ENGINEER TELEPHONE N0. �17> PZS3 DATE SCHEDULED_/s;,./Py /9>7 9'✓s ✓g! _J� �2r <G./.T) (Applicant's signatures ASSESSOR'S�DlAP S LOT No........................................................... S46 20 SOIL LOG SUB-DIVISION NAME /v/A DATE✓✓uuaP)' 'S, /967 TIME EXPANSION AREA: YES NO ✓ �e/C wCit F-,&qZ&G Co.. /Nc. ENGIN_EER.7 TOWN WATER PRIVATE WELL ✓ n/ n/cr .CF/T✓FP BOARD OF HEALTH K t/J F2 cA✓/!TORS EXCAVATOR SKETCH: (Street name,etc.,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES: ,•ha 9 0 - b -�- � /✓or,F: TEST h/oc.E aT h 6- Rio oiyFvs�ovr..eee 70 •ra /O'er/o',F'�'ciraT/O.v. .Ey�rri.vG Z 1;4 o, srgnoN n T O 0 'Q� rlva Al 4z 7-77W ' PERCOLATION RATE: CFss THAN 2 Miv//uov TEST HOLE NO: / ELEVATION: 92.0 TEST HOLE NO: 2(v.F.PC. ELEVATION: 9z•� 1 (�4SS//M.FO aw rew) 1 f./� �.ISSUy.FO LtgTUN� 2 c'//t_ 2 3 -- 3 -- 4 4 5 5 6 MEO/vM S.�A� B MEO/OM S.O�t/O ' B /✓/TH <OBB.0 ES H//TN GopO.0 ES 9 MAR'.) 10 10 TPACE-OF S/Z(r 11 11 12 12 13 /YO GPouvO/r4T�.P 13 (/O GPOU.VOh'✓T.Fe 14 V/S/B c F 14 ✓�S/6 L,E 15 15 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: . LEACHING FIELD_LEACHING PITS LEACHING TRENCHES UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED .ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH ' COPY: RETAINED BY APPLICANT MI MI ON m ! r ESTIMATED GROUNDWATER FLOW DIRECTION 0 0 IWs SEPTIC TAN K 9,6 i - I O l�G sToKA CAE TA N K5t wl [ROUTE E PLAN - DENOTES GROUNDWATER MONITORING WELL !Engineering Company, Inc.oStreet P.O. Box 21 Weymouth, Masaechuaetta 02189 (817) 337-42 ' — ROUTE 13� - scale N.T.S. °� 2-4-8 �"w` RAO Revlsweais Nat 3850-2, 1 32 HYANNIS,MASS. f Parcel Number Site Address Owner Mailing Address Map 274 Route 132 Mobil Oil Corp. Plot 20 Hyannis Mobil Admin. Serv. Co. , Inc. ' (Locus) 4 West Unit B Cape Crossroads Hyannis, MA 02601 ' Map 274 Route 132 Hopkins, John B. , Trustee Plot 29 Box 457 Barnstable, MA 02630 Map 274 Route 132 Raspante, Anthony & Marie Plot 2 76 Country Drive Somerset, MA 02726 Map 274 1470 Iyanough Welch, Robert & S. Jones Plot 1 Rd. , Barnstable c/o Jones ' 436 Main Street Hyannis, MA 02601 I' Map 254 Pond Lijah Jones, Stephen C. & Plot 11 Road Allan F. Jones Iyanough Hills Golf Course Hyannis, MA 02601 ' Map 254 Old Route 132 Lebel, Douglas W. & Sollows, Plot 12 Jeffry A. , Trustee 131 Old Route 132 Hyannis, MA 02601 Map 274 Route 132 Mainville, Noah A. & Ruth F. ' Plot 21 Bldg D 1431 Iyanough Road, Unit 27D OAA Unit 27 Centerville, MA/ 02632 Map 274 1431 Iyanough Doucette, Robert O./Pauline G. Plot 21 Rd. , Bldg D 20 Brentwood Drive OAB Unit 28 Leominster, MA 01453 Map 274 Route 132 Cushnie, Pauline R. Plot 21 Bldg D 1431 Iyanough Road, Unit 28 OAC Unit 28 Centerville, MA 02632 ' Map 274 Route 132 Rosso, Joyce L. Plot 21 Bldg D 1431 Iyanough Road OAD Unit 30' Centerville, MA 02632 Map 274 Route 132 Daley, Hazel M. ' Plot 21 Bldg A 1431 Iyanough Road OOA Unit 1 Centerville, MA 02632 Map 274 Route 132 Watier, Wilford ' Plot 21 Bldg A 1431 Iyanough Road, Unit 2 OOB Unit 2 Centerville, MA 02632 ' Map 274 Route 132 Grimley, John R. & Louise C. Plot 21 Bldg A 1431 Iyanough Road OOC Unit 3 Centerville, MA 02632 Parcel Number Site Address Owner Mailing Address Map 274 Route 132 Ditullio, Edward & Marcia Plot 21 Bldg A 1431 Iyanough Road OOD Unit 4 Centerville, MA 02632 Map 274 Route 132 Van Nostrand, Reeve M. & Plot 21 Bldg A Marion OOE Unit 5 18 Merideth Street W. Roxbury, MA 02132 ' Map 274 Route 132 Smith, William M. & Priscilla Plot 21 Bldg A 107 Bristol Avenue OOF Unit 6 Hyannis, MA 02601 ' Map 274 Route 132 Abbot, Gloria S. Plot 21 Bldg A 54 Flossant Avenue OOG Unit 7 Framingham, MA 01701 ' Map 274 Route 132 Wright, Donald & Gladys M. Plot 21 Bldg B Unit 8D, Strawberry Hill Rd. OOH Unit 8 Centerville, MA 02632 Map 274 Route 132 Lyall, Marilyn H. Plot 21 Bldg B 1431 Iyanough Rd. , Unit B9 ' OOI Unit 9 Centerville, MA 02632 Map 274 Route 132 Arthur, Donald Plot 21 Bldg B 1431 Iyanough Rd. , Unit 10 OOJ Unit 10 Centerville, MA 02632 Map 274 1431 Route Woolcock, John P. Plot 21 132 Hyannis 1431 Route 132, Unit B11 OOK Bldg B, Unit 11 Centerville, M� 02632 ' Map 274 Route 132 Atkinson, Grace S. Plot 21 Hyannis, Bldg 1431 Iyanough Rd. , Unit B12 OOL B, Unit 12 Centerville, MA 02632 Map 274 Route 132 Thompson, Cynthia C. Plot 21 Bldg B 1431 Iyanough Rd. , Unit B13 OOM Unit 13 Centerville, MA 02632 ' Map 274 Route 132 Longmore, Doris L. Plot 21 Bldg B B14 Strawberry Hill Condo. ' OON Unit 14 Centerville, MA 02632 Map 274 Route 132 Axelrod, George, Trustee ' Plot 21 Bldg B 6000 N. West Second Ave. 000 Unit 15 Apartment 340 Boca Raton, FL 33431 Map 274 Route 132 Upham, John E./Virginia B. Plot 21 Bldg C 1431 Iyanough Rd. , Unit 16C OOP Unit 16 Centerville, MA 02632 I Parcel Number Site Address Owner Mailing Address Map 274 Route 132 Boothmann, Marie Plot 21 Bldg C 1431 Iyanough Rd. , Unit 17 ' OOQ Unit 17 Centerville, MA 02632 Map 274 1431 Iyanough Gustafson, John R. Plot 21 Rd. , Hyannis 1431 Iyanough Rd. , Unit 18 ' OOR Unit 18 Centerville, MA 02632 Map 274 Route 132 Koehl, Otto R. ' Plot 21 Hyannis, Bldg 1431 Iyanough Rd. , Unit 19 OOS C, Unit 19 Centerville, MA 02632 Map 274 Route 132 Horne, Corydon W./Diane C. Plot 21 Hyannis 1431 Iyanough Rd. , Unit 20 OOT Unit 20 Centerville, MA 02632 ' Map 274 1431 Iyanough Trainor, Mary E. Plot 21 Rd. , Hy. Bldg 1712 Cambridge Drive OOU C, Unit 21 Venice, FL 33595 ' Map 274 Route 132 Dhionis, Louis & Margaret Plot 21 Bldg C & Christopher OOV Unit 22 27 Packard Street Hudson, MA 01749 Map 274 Route 132 Kerr, Jeane R. ' Plot 21 Bldg D 405 E. 54th Street OOW Unit 23 New York, NY 10022 Map 274 Route 132 Wheeler, Burnon J. Sr. & ' Plot 21 Bldg D Hyannis Anita E. OOX Unit 24 1431 Iyanough �d. , Unit 24 Centerville, MA 02632 ' Map 274 Route 132 Schumacher, Florence S. Plot 21 Bldg D Hyannis 185 Country Way ' OOY Unit 25 Needham, MA 02192 Map 274 Route 132 Rosso, Joyce L. & Plot 21 Bldg D Wayne, Gloria ' OOZ Unit 26 1431 Iyanough Rd. , Unit 26 Centerville, MA 02632 l 1 A t GALE ENGINEERING COMPANY INC. �rk[EcTUIE12 @)F 8 School Street, P.O. Box 21 _ WEYMOUTH, MASSACHUSETTS 02189 ! /� C DATE 2- .0J — �� _ JOB NO. ��3-0—z (617) 33T4253 ATTENTION e RE: To y. �.� �,�,Qsssrr.��,l.� - 8a —AV 4F Ai,r- . ZA/ \ / ° .POUT,& /,-?.Z WE ARE SENDING YOU /Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ 1 COPIES DATE NO. DESCRIPTION Fr �i THESE ARE TRANSMITTED as checked below: /For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: PRODUCT240-2 n e Imo,Gmtm.n=oian. If enclosures are not as noted, kindly notify us at once. =h. ��2:'G'CGfll.(C!L• C//��(('C, ��(�1!¢!.!{!10/Il l C'I l�C7�i e.��CZC/�:j. S. Russell+Sylva elrrua�n� IZI�CKCziLf3L�/Z�C7C ��CICZCCCIIi �/ZC�U2P�'KU9f1i Commissioner `/ O O O c( QGGCILE'CLI11eJl.6CQJ l aLQ�L'!lal,(.11i�/L1.1 S�ZI`C�l% .mil C7 '!¢GCL('i. �Ll�Cid:1 CZCI2GGdG'��d Oti,Yfl 7 COPY 9,47-1?5,. 6�16W('-6(U December 1, 1986 Mobil Oil Corporation RE: BARNSTABLE--Incident Response 3225 Gallows Road Site Assessment, Review of Site Fairfax, Virginia 22037-0001 Assessment; Phase II, Mobil Service Station, 1449 Route 132, ATTENTION: L. Miller M.G.L. , Chapter 21E Gentlemen: The Department has received a report entitled: SITE ASSESSMENT: PHASE II MOBIL SERVICE STATION 1449 ROUTE 132 HYANNIS, MASSACHUS ETT S OCTOBER, 1986 The report was prepared on your behalf by Zecco, Inc. , Northboro, Massachusetts, and contained information requested by the Department in a letter to Mobil Oil Corp- oration dated September 11, 1986. Specifically, the report contained items 1, 2, 3, 4, 6 and 8 listed as information to be submitted to the Department by October 31, 1986. Item 5, "Recovery well pump test data and calculations of aquifer characteristics and the ground water capture zone," was not provided. According to the report, the puny test was not completed to avoid disrupting product recovery operations. Also, the report did not include sufficient .information to satisfy item 7, "Plans defining the extent of dissolved hydrocarbon contamination of ground water." The Department's letter of September 11, 1986, required Mobil Oil Corporation to submit detailed plans for aquifer restoration to the Department by November 8, 1986. In a letter accompanying the above referenced report, dated November 11., 1986, Mbil Oil Corporation requested that plans for treatment of the dissolved contaminant plume be withheld until free product recovery is complete and the site is re-evaluated. In order to postpone the design and installation of a comprehensive ground water treatment system, Mobil Oil Corporation must comply with item 7 of the Department's September 11, 1986, letter and define the dissolved contaminant plume. Furthermore, clean ( <5ppb BTEX) site perimeter monitoring wells must be installed, sampled and analysed by EPA Method 602 on a monthly basis to insure no migration. beyond areas where ground water is already contaminated. 2 - In particular, the Department requires the installation of at least two(2) monitoring wells northeast of the station pump islands. These monitoring wells must be located on the east side of Route 132 and be of multi-level sampling design. A minimum of three(3) monitoring wells are necessary west and southwest of the pump islands across Shallow Pond Road from the station. Permission for access to the Rainbow Motel property must be requested by Mobil Oil Corporation. A copy of the request for access must be submitted to the Department by Monday, December 29, 1986. All three of these monitoring wells must be of multi-level sampling design. Multi- level sampling wells must be designed to sample water from the ground water surface and at appropriate levels in the saturated zone to detect any dissolved contaminants. Samples of soil from strati.graphic layers encountered in the saturated zone during boring and monitoring well installation, shall be collected and subjected to particle size analysis (ASTM-D422) . Results of soil analysis shall be used to calculate aquifer hydraulic conductivity at the site in lieu of the pump test listed as Item 5 in the- Department's September 11, 1986, letter. The location of additional site monitoring wells must be determined at an on- site meeting between Mobil's consultant and a representative of the Department to be scheduled for the week of January 5, 1987. A representative of Mobil or the consultant should contact the Department by December 29, 1986, to arrange the time and date. If you have any questions regarding this matter, you may contact James Begley of this office. Very truly yours, •GeFcild A. Monte, Acting Chie Solid and Hazardous Waste Se tion M/JFB/kd CERTIFIED MAIL #P522438975 RETURN RDCEIPT REQUESTED cc: Office of Incident Response ATTN: James Colman Barnstable Board of Health Town Hall Hyannis, Mass. 02601 ATTN: John Kelly Hyannis Fire Dept. 93 High School Road Ext. Hyannis, Mass. 02601 ATTN: Richard Farrenkoff Mobil Oil Corporation 580 Chelsea St. East Boston, Mass. 02125 ATTN: Andy Bissonette ti r: - 3 - cc: Dept. of Public Works 367 Main St. Hyannis, Mass. 02601 A=: Robert O'Brien, Supt. Zecco, Inc. 345 Main St. Northboro, Mass. 01532 ATTN: Tony Zecco (Enclosure) Div. of Water Supply Southeast Region Div. of Water Supply ATTN: Dennis D'Amore Rainbow Motel on the Lake Route 132 Hyannis, Mass. 02601 ATTN: Frank McDonough } LIL LOCATION J SEWAGE PERMIT NO. VILLAGE INSTALLER'S NAME ADDRESS ;. B U 1,L D E B OR OWNER /� Co/EqPod� DATE PERMIT ISSUED 0ATE COMPLIANCE ISSUED II 0 r r r r �f r N i No.---.... ��:.... ,Fps......$5.00... . THE COMMONWEALTH OF MASSACHUSETTS BOAR® ''OF HEALTH ......................T.Oidn--...._0 F...Barnstable...................................................... App iratiou for Uhipas al Works Tomitrurtinn Famit Application is hereby made for a Permit to Construct ( ) or Repair ( )0 an Individual Sewage Disposal System at: J i�`� .Route 1 2. .d �1 .0?� .� �.. - f-h S ocation-Address or Lot No. Jifti's Mobit . annis _... .... --------------•----•--------- ---- HY---------- ................. .............................................. Owner Address aJosf pl.J .. Macomber & Son Inc.. .. .. �entervill.e....... Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) '4 Other—Type T e of Building No. of'persons...:........................ Showers � yP g ---------------•------------ P ( ) — Cafeteria ( ) dOther 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 ( ) a Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 4, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ------------------------------------------------------- --•--------•........------------ ------------------------------------------------------------- ODescription of Soil.........S'end..&..Crray.e1.--------•------------------------------------------------------------------------------------•------------•---------•--- U _ ...........................................................Y_................................................._.._....................._.............__................................_..............._ W .. U Nature of Repairs or Alterations—Answer when applicable-----3.._Qverf-Lows........................................................... •-•-----------------•------------------------------------------------------------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iIT1 LE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has ee iss ed by the boardoh th. Signed---- . . ---- Date 1. Date Application Approved By........................ -------�, -117 r.. -- - T-7.......-- Application Disapproved for the following reasons________________________________________________________________________________ .........-•..........................•---•..--------••--------...........--------.....-----..--------•--•.---...-•-...----•---------------•-•----------------------------------------------------..._..-- Date = ? Permit No......................................................... Issued_.- -- -----�-•-•----•------•--....-- Date No, /✓r . Fims 5 COMMONWEALTH OF MASSACHUSETTS "'BOARD. OF HEALTH T .... . oF...k3^:ram .t ?� e... .................. or Disposal Works Tomitrnrtuan erntit Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal.,. System at: . f Route 1-32 ..... _ ....._....- ............................................ .....•-----•---------.._..•-•-----•....---••••----••--•-=---•-----.........._•--•----•---------=-- Location-Address or Lot No J=ai's 10b I a-,v-.nnis F -------------- __ -:_:.....:....__...--------------.............................. ...........-----------•---•--------•------••••- ----------- Address =':...... -• -- Ow er W Joseph '. Mac 0m er & Son Inc Centerville A Installer Address Type of Building Size Lot............................Sq. feet aDwelling—No. of Bedrooms.............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures -----------------------------------------------------------------------------------------._.-------•----------••------------•------------------_------ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. Septic Tank—Liquid capacity------------gallons Length---------------- Width................ Diameter................ Depth................ Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area....................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.......................................................................... Date....................................... Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 ff, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water......................... P4 ------•---•-•-------•--------•--------------••-------•------------------.._....._••••-•-•---•_---••-......................................................... O S'.nd & Gravel _ Description of Soil .............. -•----•--•----•-•--.....--••---•--------------------------------------._...----.-..-------------•-•-------..._._......---- x W -----•-••-••----------------------•-•--•-•---•--------•--••--------••-----•-•---•-•---•-•-•---------------•-----•---------------••----•-----------•-------•-----••--•----------••---•-•--------------•- UNature of.Repairs or Alterations—Answer when applicable.___5_..0Ve_r'f'.:,-.'- ............................................................. ..---------•--------------•--•----------------•------------•------------•-----•---•-._......_._._...--•-.._....•--••-•-----------•---••••---•----•------•-------•-•--•-••-•----•--•-----...........•-•-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT?,a. 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board ofhealth. Signed_ f ��✓n( r z j / f Date Application Approved By.................... _.C4-- ----- -/.f,l --.... - U=_ _l. _.._.._._ Date Application Disapproved for the following reasons______________________________________________________________________________________••--------..._........--- -•------------•----------------------------------------------------------------------------•-------------•--•------•---••--•------•----•--------------------------------•-----•••---•-•--•-------------- Date Permit No. Issued......................... _� +•Date THE COM, ONWEALTH OF MASSACHUSETTS BOARD OF HEALTH T `:<<f.Barnstable O .................................................................................... Trr#ifir ttr of Taantplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (x) by___•Josei3a P. lvlacordber & Son Inc "!-,1. --•.:..�:_,_1.._._. ....__Installer:----- ..................•-- Route 132;. *anriis - Jim!s_Mobil at....................••....-.................................................................=.........-----------:..----••-- has been installed in accordance with the provisions of T� 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 GUAR*NTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.: �f ..t THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH To: n Barnstab.je y ...........................................oF. F No. FEE............ ......... Maposal Works Manstrndion a mif Joseph P Macomber & LS'Dn Inc.. Permission Is hereby granted ------------------------ ---•-------.------•----------••----`=---`----------•--C------=---•--------------...._..._..._....---..... to Construct, . ) or Repair (X )4 an Individual Sewage Disposal System �xovtC-'._132, _ rlyanni Jim`s biobi I .....- ---•------------------•:....__._.....----------• -----------•---•---•--•- --- ---------••---•-•--•------------------•----._....••--- Street as shown on the application for Disposal Works Construction Perm' o: _. _,r . _ Dated___ w`� ..� /� � tK.( ..-- ...- V :�;�� ;Board of Healt , DATE (/ --•----- FORM 1258 HOBBS & WARREN. INC., PUBLISHERS GROUNDWATER lk ENVIRONMENTAL SERVICES, INC. B mw Zm MW-Zs I FrzEN Mw—wa , B MONITORING WELL M B w-wd w-as AIR SPARGE WELL ® VAPOR WELL �� Mw-13 ® RECOVERY WELL p�ICL.DSIJRE B VW-6 T9 Rp�TF MW-9 s Rw-1® 0Mw-7 ®_3 B MW-14 vw-10 vw- ew-e vW-11 MW-12s VW-2 Mw-3 GES-1 MW-17 AS-1� MW- MW-15 AS-3 Z AS-2 GES-2 VW-1© BMW-10 ® DISPENSER ISLMD (1YP) BMW-16 _ MW-11 ` ® VW-7 Q RW-2 VW-4 CI�s0i6 LOIA� STORAGE TANK AREA MW-4 VW-3 Mw- 'BUILDING MWVd MW.-Vm BMW-Va O O - s - SM PLAN e SERVICE STATION J 11790 MW-5 MOBIL SERVICE STATION 1449 IYANOUGH ROAD HYANNIS, MASSACHUSETTS NORTH DATE SOURCE SCALE IN FEET MW 1 e 8-17-99 MASS DWG APPROXIMATE LOCATION OF EXCAVATION FIGURE 15 30 01-QJN 2 4 I I a a TO ATMOSPHERE oI TO ATMOSPHERE I 200 1b. GAC 200 lb. GAC i i LEGEND WATER VACUUM KNOCK OUT BLOWER ( { ��,, FLOW SWITCH AST-1 �� ! AST-2 EFFLUENT HH HIGH HIGH LEVEL SWITCH El � H mmm HIGH LEVEL SWITCH • HL mem� f.L WATER VACUUM _ O Low LEVEL SWITCH KNOCK OUT BLOWER v'd '�:, FlO FLOW INDICATOR PI PRESSURE INDICATOR B-1.. SUMP. B-2�. ., •„ O PRESSURE TRANSDUCER VAPOR EXTRACTION WELLS � S❑ SOLENOID VALVE ��vvma�mvm.vmmmvvmn�avvvQmv�vmmmmvmmmmmv®m vvvvvvmv�vmmmvvmv� SAMPLE VALVE - 1 BALL VALVE 1 HH UNION FI HL m�®mm�vm®Q 1 1 1 f4 n AIR 1 1 1 ® f U REDUCER COMPRESSOR ® 1 1 I Fi mmmv� 1 1 1 � 0 WATER EQUALIZATION TANK GATE VALVE 1 1 1 Q 1 1 1 1 l r HOSE COUPLING PT m m m m m pT BLOWER J PI PI PI B^-1 I � PUMP 0 >�od F-1 F-2 F-3 Io 0 8$ ® WATER LINE to v®m o ELECTRICAL LINE . i ®. VAPOR LINE SPARGE WELL AIR SPARGE LINE RW-1 RW-2 (TYP.) "GROUND—WATER RECOVERY WELLS a I �0a SCHEMATIC PROCESS FLOW DIAGRAM PLATE Mobil Sation No. 01 —QJN Working To Restore Nature 1445 I Yanough Road 2 . PROJECT NO. 01 QJN.01 Hyannis, 'iMassachusetts i PLAN DATE: OCTOBER 20, 1993 z 0 N MW-6 MW—Wd la Treatment ®MW-13 Building VP-9 MW-9 VP-6 PROPOSED RECOVERY ® MW-7 WELL LOCATION ■ruu ■urrurrrrrrr. ■rrrrr uuruurri � RW—® Fe�os ' r.r ° ®MW-14 e VP-10 V VP-8 P-5 MW-12 e ®MW-17 MW-2 VP-11 a{ MW-3 e ® MW-15 �o'�� VP-2 �e e 00 MW-11 ® MW-10 s 9 1 VP-7 0 VP-4 V �. MW-16 09 RW-2 GASOLINE �� ♦ UNDERGROUND ® STORAGE TANKS MW-4 'N VP-3 MW-6 ® Mobil Station Building MW—Vs e� MW—Vm �a MW—Vd o d MW-5 de Foc. MW-1® s EXPLANATION ...... ©a�� MW=2® Monitoring well APPROXIMATE SCALE REMEDIATION; SYSTEM LAYOUT PLATE �� VP—1 G Vapor extraction well 30. 0 15 30 Mobil Station No. 01 —QJN ProrkirsB To Restore Nature Vapor extraction piping (System 1) l 1 1 Vapor extraction piping (System.2) IN FEET 1449 I ya n o u g h Road PROJECT N 0. 01 QJN.01 - • • — Ground—water treatment piping Hyannis, Massachusetts a (ROUTE 132 - PAVEMENT 30' WIDE) IYANNOUGH ROA®� (1952 STATE HIGHWAY LAYOUT _ 200' WIDE)� _ s 0 D 4 6 ® - C`� AZD N 62-17'37" W " NEW 50.0' CANOPY NEW CONCRETE BOLLARDS (TYP. 5) / 304.05' i • �)CVIc t EXISTING M-o ® o LANDSCAPING (TIP) Q a a` EXISTING LIGHT POLE EXISTING I SIGN 0 i .D• c$_0' • 16..P• - & CONC. ISLAND TO 11 _ - a• BE REMOVED TYP. 2 J JC NEW POSITIVE LIMITING • -e•�• ° ° e ° ° m BARRIER STAMPED IN O O :Q 0 4v 12 O° ZEE CONCRETE O 7 0 93 M p U, 6 NEW RECESSED LED d ''• - O . . °. se_; AZ CANOPY LIGHTS (TYP) ® _ ° NEW 3'x7' CONC. ISLAND t�1 TYP. 4 PLACES EXISTING TRENCH GRA TE/DRAIN C`! I.. 1 ° - O TO BE CLEANED & N e,0 - .O- :• O NEW CANOPY COLUMN orn r4 TYP®4 PLACES O } SILT REMOVEDA. � O LINE o •' _ • /,' ` EXISTING SERIA (/�► /,�_ 3 t//` STATION c 100' SETBACK — (ROUTE 28 & 132) - -- - - -- --- EXISTING 7 SEPTIC TANK 10 - e, EXISTING FUEL OIL EXISTING DUMPSTE �/O I STORAGE TANK NEW TRASH ENCLOSURE J �� Pole . w w CDG" REINFORCED CONCRETE z a z TANKSLAB o o w Q � a z0ITEM EMCO FURNISHED V) a:: o ITEM OPW CNI o LIgUID TIGHT COVERS o o U LLJDESIG WHEATON BY GENERAL NOTES: = o w w o = o 0 1 TIGHT FILL MANHOLE 36" — — 239W/ 276 GC _ YARD PAVING 1. MOBIL WILL TEST THE COMPLETE TANK & PIPING z V) o- 2 181 MANHOLE 104 — GC -" SYSTEM WITH AN APPROVED TESTING DEVICE w o Q Lu z AFTER PAVING IS COMPLETE a z � = F= 3 4" FILL CAP W/ PADLOCK A97 634TT — GC z 4 4'X4" TIGHT FILL ADAPTER A30-014 633TE — GC PtZII�I�P--y V�UT TYP 2. REFER TO PLOT PLAN FOR SIZE OF TANKS & VENTS c Q X z a Ld o 3. ALL WORK SHALL BE IN ACCORDANCE W/ PUMP � o � � � _ 5 SUBMERSIBLE PUMP W/ RED JACKET M �* o 0 PEA GRAVEL AND TANK, MFG INSTALLATION INSTRUCTIONS z -I I— `_ 0 JmcL >- w LEAK DETECTOR BACKFILL COMPLETE & 'ALL APPLICABLE CODES f- 6 4" DROP TUBE A20-004 61T-7268 — GC w 4. NO PIPING SHALL CROSS OVER TANKS Q � X � =o '" -' owuj w M 2' MIN - ^ +, 5. TOP OF VENT PIPES TO BE A MIN' OF 5' za Q o c v7 rr 7 AWAY FROM CHIMNEY, ROOF, VENTS, DOORS '& WINDOWS >- uj X - � FIBERGLASS TANK OWENS CORNING OR XERXES w rz w DOUBLE WALL g i 4' SEAMLESS GALV. STL PIPE — — GC \ \ \ _ / / , & BLDG OPENINGS .18" ABOVE ROOF LINE. z z w o m 9 SUB. PUMP MANHOLE 36" CN1 236R5G M I I 4 G. ALL PIPING SHALL BE APPROVED FIBERGLASS a woo � �- m UNLESS OTHERWISE MANDATED BY LOCAL CODE o� C] — z rL Lij 10 FLEXIBLE CONNECTOR TITEFLEX — M \ / ` / ` / 7. PRODUCT VAPOR & VENTING TO SLOPE TO N w E v o Q A76-003 116AV GC z /8 PER FT 11 4"X4" VAPOR RET DRYBREAK W/A99-001 CAP W/1711-T CA — \ _ / \ - / \ / � � � TANK 1 = = oSz = � I- 1— c� � acn 12 EXTRACTOR FITTINGS A7g 233 — GC N \ ` 2 \ \ _ J 8. DISTANCE BETWEEN TANKS & TANK HOLE TYP TANK HOLE BOTTOM TO BE 2' MIN 13 BALL FLOAT VALVE A75-002 53VML — GC 9. TITEFLEX "SOIL SAFE 30" FLEXIBLE CONNECTORS U 14 CAP FOR EXTRACTORS A584 116 — GC TO BE INSTALLED UNDER DISPENSERS & AT TURBINE. u � '" INSTALLATION SHALL BE IN ACCORDANCE 15 MONITORING SYSTEM POLLULERT OR LEAK ALERT M WITH MFG INSTRUCTIONS TYPICAL UNDERGROUND TANK LAYOUT TO M A 10. 0 M METALTAPEFITTINGS 50 0 OVERLAP P WHEN WRAPPED REq'D w 16 FIBERTRENCH — — — 1 SCALE: 1/" = 1'-0° 00 O 11. AN EMERGENCY PUMP SHUT-OFF SWITCH ¢ aQ 36' DIF . FILL-SPILL CONTAINMENT BOX SHALL BE PROVIDED AS REq'D BY LOCAL CODE 12. NO BLEED HOLE' ON FLOAT VENT FOR VAPOR RETURN LINES 12" x 12" SgUARE COVERS 13. DO NOT MIX FIBERGLASS PIPE OR FITTINGS FROM DIFFERENT MANUFACTURERS. PRODUCT COLOR #1 COLOR #2 Lo 14. TANKS RE UIRING VAPOR RECOVERY � REGULAR RED RED 4' VAPOR RECOVERY 4" GALV. SYSTEMS SHALL HAVE NO LESS THAN > UNLEADED RED NAVY BLUE RETU N DRYBREAK PIPE (1) VENT PIPE W/NOMINAL INSIDE uj SUPER U/L WHITE NAVY BLUE LEAK DETECTOR 11 ACCESS DIA. OF NOT LESS THAN TWO (2) INCHES. � 4' FILL ADAPTOR 15. FILL BOX SHOULD BE RAISED 1" ABOVE GRADE COLOR #1 O4 WITH SMOOTH TRANSITION TO IMPEED WATER Q Q FLOW INTO ,BOX. - } o � 16. THE INSTALLING CONTRACTOR SHALL CERTIFY THAT �i THE UST SYSTEM IS INSTALLED IN ACCORDANCE WITH o PART 280 OF TITLE 40 OF THE CODE Z OF FEDERAL REGULATIONS FOR UNDERGROUND STORAGE SYSTEMS. ; o I 0 THE METHOD OF RELEASE DETECTION IS TANK/LINE TESTING COLOR #2 j WITH INVENTORY CONTROLS. Z z I 17. OWNER WILL TEST THE COMPLETE TANK AND PIPING SYSTEM Q; o WITH AN APPROVED TESTING DEVICE AFTER PAVING IS COMPLETE. 24" DIA. x 12" THE TANK TEST SHALL COMPLY WITH PARAGRAPH 280.43 (C) AND 3 u' -x w MANHOLE I a w a i-- 30" SUBMERGED PUMP THE LINE TEST SHALL COMPLY WITH PARAGRAPH 280.44 (B) OF o u cco o ATTACH PRODUCT IDENTIFICATION F'OV OVEJZ FLOW COUTd,IWMENT MANHOLE PART 280 OF TITLE 40 OF THE CODE OF FEDERAL TAG ON CNI MANHOLE i I I O REGULATIONS FOR UNDERGROUND STORAGE SYSTEMS. COVER INSTALLED BY CONTRHED ACTOR) USE OPU1 MODEL 84d OCZ j I 18. CONCTRACTOR TO USE BRASS PLATE TO TAG PAINT SCHEDULE I 15OUIVILAW . rr 36" RD.FILL-SPILL m 4" GALV RISER W/ PIPE CAP I CNI BOX I FOR FUTURE GAUGING SYSTEM I /2 /2 PLYWOOD EACH TANK (E.G. TANK #1) � 1 ' FOAM & 1 ' r,4 BLOEEDAVALVETONITHISLRLSER K MFG. i ORANGE (VAIPOR I Ld TO PREVENT PEA RECOVERY) I Q I I -GRAVEL INTRUSION cry PAINT COVER LEAK DETECTION 4" P.V.C. PIPE AROUND MANHOLE Cn & 2" RING BEYOND SYSTEM I > I SLOTTED (PROBE) SHOWN FOR (J) COVER - X I CLARITY O o Q Ld o EXPLOSION PROOF z Q EXPLOSION PROOF . JUNCTION BOX' 18 DIA MANHOLE I I JUNCTION BOX FOR TURBINE PUMP W/ � rJ O 5- CONNECTION TO I rJ CD p z FUTURE TANK GAUGE LEAK DETECTOR Co � Q "crl� I � � m I PAINTING NOTESO co I U PRODUCT IDENTIFICATION - COLOR CODE UNDERGROUND TANK FILL#3 REBARS Q 74 42Y2" FIBERTRENCH RISER 16 MANHOLE COVERS PAINTED AS FOLLOWS: Q w BOTH WAYS. S � '' 3 ON 3"DOBIES s W Z 1 1'-0" 3/' COND — /" CONDUIT I TITEFLEX SOILSAFE 30 REGULAR CENTURY RED Y 42Y2" FIBERTRENCH I 1 I i SEE DETAIL SHEET #2 UNLEADED - 1/2 CENTURY RED & 1/2 CENTURY BLUE --� Q (WHERE REQUIRED) 1 I I DO NOT BACKFILL DIESEL - 1/2 FOREST GREEN & 1/2 WHITE O ~ o >- 1 � I � co 4' DIA. GALV. , , � '� CONSULT MOBIL RISER PIPES 1 I I 4 DIA. GALV. ,� ABOVE TOP OF Y2 WHITE & 1/2 CENTURY BLUE O W RISER PIPES �/ SUPER UNLEADED ENGINEER I I 1 I FLEX CONNECTOR CD 2'-0" �' 1 I O VAPOR RECOVERY - ORANGE Co Y 4" P.V.C. RISER PIPE I ; I 2' FIBERGLASS VENT TO SEPARATE � OBSERVATION WELL - WHITE W/ BLACK TRIANGLE Q I FOR LEAK DETECTION 1 I ; I RISER SLOPE/an / 1'-0" 12 SEE SHEET #2 1- PEA GRAVEL SYSTEM 1 , 1 I FROM RISER ALL OTHER MANHOLES PAINTED BLACK NOTE: EMCO A79-001 FILL,VAPOR & GAUGE RISERS DPW 233V I 3" FIBERGLASS VAPOR ARE SHOWN ROTATED 30° I I I I RETURN LINE TO COUNTER CLOCKWISE FOR I DISPENSERS SLOPE CLARITY. SEE PLAN VIEW I Ya" PER FT FROM FOR CORRECT ORIENTATION I I I I I DISPENSERS ' 1 I 43" FIBERTRENCH 4" FITTING I I I ' - - - ( 1 I I ATTACHMENT RING 4" PLUG , TO ANNULAR SPACE 1 I opP;o�a,•o'pP•o,p A'o 4'.0 oA or'hl:°'�fw:��TG I 1 4Vb A'rp,R/I 9..tia3 iwR Oiw rry O`w Oq E Y,�'2ra r•,+Irw�r.a ra�Y:•'Ara. .w ii.•.`.w b,��b.`A«..; i I- --� - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - ... - - q'y.F/ * '�4 - - - -.- - - - - - - - •- - - - - - - - - - - - - - �• - - -• - - - -- - - - - - - -. - -� - - — — — rry�°?Jr 1 Rgyh%Qb< I 1 i I A��w°C °., a"~for` i — J I I I I —�� I I L— —— — — — — — — — —— — 1 i I I I 1 ' 1 1 L— — —— — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — --— Q ' I 1 , 1 � I ' 1 .. BACKFILL W/PEA GRAVEL - p� -0 ' " OWENS CORNING DOUBLE WAIL TANK I I 2 GALV. PLUG ' I — TO ATTACHMENT RING 1 FIBEFI'GLASS ADAPT R W/ NO MANWAYS, I I I 1 O I TO BE PLACED wITrIN ` ,. � > L ' (SEE DETAIL FOR XERXES & TANKS I 1 1.3 421/2" FIBRETRENC I 13 �� © � o WITH MANWAYS - THIS HEET) I I C r 1 I I I I RISER FLOAT VALVE EXTRACTOR �� O11 r r r O i i ASSEMBLY @ VENT AND �� Ot 0� r r r I I I I FLOAT VALVE I VAPOR RETURN FROM DISPENSERS 1 c c Lj O `- Co TANK NOTES: N ' it 1 � 1 I I I j O 1. USE TANK SLAB ONLY WHEN HIGH WATER OR O I lI 1 11 I , , O POOR SOIL CONDITIONS EXIST, O rn Q_ Q O I I ( rr r 0 (SEE TANK MFG GUIDELINES & CONSULT � O O O O O MOBIL ENGINEER) ono 01> ii O O o �� , I I I zQ „' �' O O 0 2. TOPS OF TANKS TO BE THE SAME ELEVATION C � _p o O 0o I ► I �� o O 0 0 � c 0 O co Nd .:' �� O O O 3.SLOPE TANKS 1 i 0 �\\ ' ' i%%� //�, o O O O O 0 /s PER FT TOWARD FILL END O O o o I I I O O �� O O oa Q Q O ___ _ _ _ __ _ ___ _ _ _ _ _ _ ___ _ _ _ __ __ _ _ _ _ _ _ _ _ _ __ _ __ _ _ _ _____________ ______ _ _ _ _ _ _ _ _ _ __ _ _-_ _ _ __ = - _ = _ = __ _ _ _ _ _ _ _ _ - O O O 0o O O ° o O ° O O O 0 O O O - --- - - - -- - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - SET TANK LEVEL - - - - - - - - - - - - - - - -- - - - - -- - - - -- -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - O o O O O O o O Ld OO 000 0 O � O O Oo � ° o 00 , Q O o �� PLATES AT BOTTOM O O O O o Q O .' PEA GRAVEL—'___"( RAVEL OPENINGS BBYOTANKLMANUFACTURER) O 0 0 ° O O #4 BARS 12" 0/C EACH' WAY O O o o ENTIRE SLAB O O O Q O o O o c) � o O oO Q O w rr m w - - - -0- - - - -0-- - - -0- - -- -0- - - --0-- - - -0- - - - - - 0- - - - - 0- - - - -0- - - - -0- - - - -0- - - - -0- - - - -0 ; I Z o 1 - #5 FULL LENGTH OF SLAB w 0 ~ O w ._., EACH ROW OF ANCHORS, TANK SLAB IF REgUIRED SEE TANK NOTE #1 `� Q O = HOOCK ANCHORS UNDER REBAR 0-- - - -0- - - -0- - - - -0- - - - -0--- --0- - - --0- - - - - - - - -0- - - - -0- - - - -0- - - --0- - - - -0-- - - -0- - ^- -O 0 DESIGN FILE NAME:60128AO1.DGN;2 w Nm o z w z ALARM PANEL ELECTRIC PANEL ow z o � < � w PROBE VISUAL z MANHOLE z a of W � a MONITOR WINDOW o JUNCTION BOX - EXPLOSION z = CL � o 0.9 VISUAL MASTER & WATER PROOF JUNCTION ELBOW - EXPLOSION o w o Q w & WATER PROOF & SILICON CONNECTOR a BUZZER W/ON-OFF _ CIRCUIT W/LOCK 1° °O i 13 °O A t° °a°on°e °o o, :°Q•p a e ..Q e ,., � 1 z a o 0 o TEST SWITCH o;4 o; o;D , 'o, ;o• ,.'A;o• ,o�;o .?4:o 0 o ZD = 0 0 0 0 0 0 o J w SWITCH ;o;o' ,'o°o ;o 00 ;o'a oQ o o00•; o, REINFORCED CONCRETE w o w cfl o, op• :;oo• s;op; p' �---- ;Q�.g• oQ.�•;oo.e•;ao SLAB zw � L- p p0 Ooi° 0000°. o°do o o•. no ° o • o000 0' ___ImCL �- w0 °: o;L� o;Ll 'o:� -1;o• Q;o ;o o o "•o• o '0 0 'o 0 O •o' o o'' oA 3/" NPT NIPPLE ADAPTER < � v LLJ w ww ~ z zo NOTE: Q �z °Xw � LOCATE ALARM MODULE THREADED REDUCER FOR z � z o � NEAR ELECTRICAL PANEL 34" U.G. COND ~ N u I I I SEE 'SITE PLAN / 2" RISER W/ADAPTOR FOR a n o - w 1 115VAC POWER I FOR CONTINUATION J' ELBOW (OPTIONAL) o 0- o r_•a m - - - - - - - - - - - - - - - -� 4" GALV RISER cn `Lu -� 3/" CONDUIT SEAL w = = o = z = I FLEX CONDUIT I / \ FINISH GRADE Li r La I I 2" ANNULAR SPACE m 4' X 2' STANDARD BUSHING G� II W00 l I I 1 a 1 I 1 I — — — — — — — —— — — — — — ^ — — — — — — — I I I - ' 1, I NOTE. o � TANK SLOPES `� w PER FOOT I I I MIN PROBE TO r r r BE LOCATED C Q LOW END cs z , W1 co, i O' �' z u, 0; FLEXIBLE CABLE (PVC) o 1 W/LI UID PROBE TO BE w LOOPED AROUND TANK 3 u w w i I m _ u I I o u cn o DOUBLE WALL TANK ' 1 LIgUID PROBE AT TANK ANNULAR I I � I z o � PROBE ¢ LLJ w � (n J FW— >- MONITOR SCHEMATIC o TANK TANK TANK 2" F.G. SLEEVE SLOP TO CENTER TANK ELEVATION . 24" STEED MANHOLE _ CHANNEL BOARDS NEW OR EXISTING BUILDING -----,,\ 4" FACTORY SLOTTED PVC 4" PIPE CAP VISUAL MONITORING WELL NEW OR EXISTING FOUNDATION � WITH LOCKING CAP EMCO WHEATON SEE DETAIL SHEET 5 OVERFILL BOX AC PAVING E E A1003-001 ° MOTHER BOARD L 18" STEEL MANHOLE O,Q o, Q HOME RUN CONDUIT TO LEAK ALERT O 0 0 °/o. o °Q o SIZE AS REgUIRED ❑� CD o °° c e'O o ; do o'o 00 o a e+o o. A. ° o' c a. " o,'ooB� rA°. ? o DQ QO'Q •.Q f p ° Q Q Q t Q ' 7.OQ ' ' O,Q'•,..ee QQ O. v. ° Q ,.., C _ ° °Qovo' ° °v' 'eo v. ° ;e ° o'a°, 1 1 oa oao qv. b° o v q �I 3�" CONDUIT - L .o v. o v'. f LOOP BETWEEN TANKS v o e,o o v. �I N v:o.v 0°8 6" GALV. RISER GROUND t,I �� „ 2" F.G. ADAPTER TIE TO EXISTING DRAIN GREEN � -� -- - - - - - �, O � p� { 4 GALV CAP SLOPE 1/8" LINE AS CLOSE TO i \ W SEAL AS PER 1'-0" MIN, BLDG. FOUNDATION ZENER SAFETY BARRIERS / , O C N AS POSSIBLE. ,T® 'O PRODUCT 1 c, C c� 3/" CONDUIT TO RED D O to co ALARM PANEL 1 i s r1 a / N cv EXTRACTOR = 2 1 \ n / CV EXPLOSION PROOF FITTING I I (FACTORY WIRING) �\ I II o +� o JUNCTION BOX _ - / CONDUIT TO - - II - ❑a 4 3 3 " - - 2' F.G. SLEEVE SLOPE � @ EXISTING W.O. LINE (FIELD INSTALLATION 'I TO CENTER TANK OR AT `r 4" RISER FOR 32 FIBERTRENCH I - Y o WIRING: '� MONITOR w i - - - -rr - - - - - - - - - - --� PROVE LOCATION 0 � 6- - MONITORING BOX _ _ - - 4" PVC PIPE 2 FEMALE FIBER- m c) ' �" / , u PROBE � SENSOR SLOTTED GLASS ADAPTER BLK / I �- - - - -� II LOCATION \ ❑o �� DOUBLE WALL F.G. PIPE — J BOXES PRODUCT #2 I 0 i FIBERGLASS I - DRAIN ONLY IF REq'D RED �\ i \n // O ATTACHMENT ' 2 FIBERGLASS I - - - - II - - - - - - - - - � cn 1000 GAL. DBL. WALL RING I I � � ( � 1 \ , � B RG ASS TANK VENT PIPE (S!OPE l8 PEP I,O M1w.) ALTERNATIVE: L FI E L �- J - ELBOW }" I�E--2 F.G. SLEEVE RUN SEPERATE �� ( i /, -r- - - - - � - - - - - - - - - - -- �\ DIRECT0 JBOXRIAL CABLES SEAL AS RE D Ir RM 4" EXTRACTOR 2 WIRE CABLE / I II \ PANEL. WHEN SPECIFIED > FITTING 1 -® ' � PRODUCT #3 I ON SITE PLAN � LI( UID SEE PG #1 LIgUID SENSOR PROBE - - - - - - - - I w o- m w 00 FLOAT VALVE z . z LL - z WASTE OIL TANK DETAIL SEE PG #1 © LINUID PROBE WIRING �p UNDERGROUND WIRING SCHEMATIC FOR LIQUID PROBE N o z 3 coo w o a = o: cn O i i DESIGN FILE NAME: 60128i 05MN:1 � '' 5 , W N m 0 G J O O W Q W µ , wzN � O C � 0 Q u H Q Cr W O z � W h— w� O W Q W Al OPENING Q f- o TYPICAL DISPENSER BASE. 31 N I 31/21 w w SEE PLOT PLAN FOR r- o - o _ ACTUAL LOCATION w o w m W W O o wow __j uj UINIVERSAL 521 KR a� z Q x o. SHURE SHEAR w a w W w z TYPICAL DISPENSER STABILIZER BAR I I N wo z o a c z " � wxw 3/" GALV. STEEL PIPE & FITTINGS INSTALL TEE WITH PLUG FOR SINGLE DISPENSERS. I I z� a o� INSTALL CROSS WITH PLUG FOR DUO DISPENSERS. 1 � `�' �' SHEAR SECTION - PROVIDED . i < o o F- >-- m GROOVE W/SMALL PIPE 18' x 111 _" OPENING I , I o o - z CUTTER, CANTER OF SHEAR 2 ° w z Q w TYPICAL DISPENSER IN CONC. ISLAND, VERIFY WITH - SECTION TO BE LEVEL W/TOP 1 xll DISPENSER MNFR.y OF PUMP ISLAND FLEX CONNECTOR - - - _ = o z cn EMERG. SHEAR VALVE - EMCO WHEATON A25-037 (TITEFLEX) - - - - - - ~ ~ `� "' OR DPW #10 R U S BY CONTR., SEE ., NOTE: EXTEND VAPOR RETURN VAPOR RETURN DTL. ® THIS DRWG. I TO TANK J-BOX o PIPING TO BOTH SIDES EMERG. VALVE ► OF DISPENSER FOR y, _ SINGLE-PRODUCT DUAL - u 3 " _ STABILIZER BAR _ RISER DISPENSER /4 GALV. STEEL SE � I I PUMP ISLAND -� - - _ PLAN FRONT OF DISPENSER m PUMP ISLAND I DRIVE SLAB' - DRIVE SLAB ° ° ,,p o4" D O v O v °0 V ° ° v ' o° pv o •v o° o v O w � ° D D40/ O O v O v r v p'O v o v 0 D v ° t v O 'D v v v v v ° O v O v O t w O Q 1 o v v gn o v o o v o v o " o v n o ' v o ° v O v . O v . o O v . O v. O v . O v . O v O O v O v ° O v O v O v O w . O 17 . O 2" x 3/4" HEX. BUSH. TITEFLEX SOILSAFE '30° 2" FIBERGLASS > FLEX CONNECTOR I ADAPTER i 2" FIBERGLASS OPENING � ELBOW � 3i1�16" 2VI6' 1 53/4" Li 1 — EMERGENCY SHUT-OFF VALVE � •q w> SHEF� GROOVE MUST BE +/- s/4" OF ISLAND TOP SURFACE TOP OF ISLAND. SEE DTL. AO 2" F.G. PRODUCT. PIPE 2" F.G. VAPOR LINE THIS DRAWING o z - FIBERGLASS LINER ONLY WHEN FIBERGLASS LINER ONLY WHEN SPECIFIED ON PLOT PLAN SPECIFIED ON PLOT PLAN ' w l co W ° ° �' O ° v p ° v p o v O; (V 0 0 , .° ° o o �i zi v ° ° v FUSIBLE LINK v : ° ° v co: �j VAPOR PIPE AT DISPENSER ° °•o ' °ro• ; ° o . PRODUCT PIPE AT DISPENSER o SCALE: 1%2' = 1'-0' SCALE: IV2" = 1'-O" a : o o 'o . - - j v ' ° ° v ¢ z u Q o v ° o u cn o o v , o v o v . o v 0 ' 1 ' v O •° v _ � J � ° •° v NOTE: PAINT SUPPORT & RISERS ° v = MOBIL BEIGE ^� o ,a • o v o v . °o v J _ J_ p v O °° p _ , v . O v C J J11 o v p v v o. v o v Q Q O a v O D v (n STABILIZER BAR 1�" FLEX ° v •. ° `-- o v . o v UNIVERSAL 521 KR CONNECTOR o v . o v W (TITEFLEX) U z U) Q Z I 0 0 n1 00 z EMERGENCY SHUT — OFF VALVE DETAIL PIPE BRACKET (TYP.) p ROOF LINE SECTION A-A SCALE:1�2" = 1'-0" W E L D <L VENT SUPPORT 4" SQUARE STEEL w z o o TUB FRAME 00 00 w ~ Cn o� 2" GALV.STEEL 0 2 DIA. GALV. STEEL BUILDING PAINTED WITH a WALL MOBIL BEIGE o VENT RISERS &/OR TO MATCH z EXIST. BLDG. ��- i o cri w co o I- LEAK DETECTION > O z �� SUB PUMP WITH d o E o FLANGE � 10 co o THREADED NIPPLE (CTALV 2") © 10 COUPLING (TYP.) 2" GALV. STEEL SWING � IZISr-I2 PIPE ELL. 0 o JOINT (TO CONSIST OF Q v) 2" GALV. 90° ELL, 2" GALV. NIPPLE, & 2' W GALV. 90" ELL - TYP.) �-i p F � 0 CONC. FOOTING C c LLJ FINISH GRADE CONC. SLAB OR FINISH GRADE O r' TITEFLEX SOILSAFE "30" c C CD FLEX CONNECTOR--2" v v v t I 0 0 2" F.G. BELL x ° v ° v �., i° v MALE ADAPTER o v . I I v Q I v ' 1 o v 30 I 1 1 I oo L N ~ co THREADED C o 2" F.G. VENT LINE (TYPJ ADAPTER © +' ❑o N �> 2" GALV. DOUBLE SWING " 3"x2" REDUCER ) C X JOINT (TO CONSIST OF 2 GALV. +) 1 1 1 90° ELL, 2" GALV. NIPPLE, & O W 4-- 1 2" GALV. 90° ELL) W/ ADAPTER, TYP. Y L - -I 1 - - 700 L NOTE: DO NOT MIX FIBERGLASS PIPE FROM DIFFERENT MANUFACTURES "EXTRACTA" PUMP & TITEFLEXLLJ 12" DIA. 12" DIA. "SOILSFE-30" FLEX CONNECTOR NOTE: DO NOT MIX F.G. PIPE FROM DIFFERENT MNFRS. NO SCALE 21 m w FREESTANDING VENT RISERS VENT PIPE RISER � coN z o (AT BUILDING) SCALE: 1' = 1'-0' SCALE: 1' = 1'-0' Q 0 = N c DESIGN FILE NAME:60128AO2.DGN;2 6` TANK SLAB w w TURBINE PUMP m a z J d TURBINE PUMP W/LEAK .DETECTOR ow o w a a_ ,�, VAPOR � '.. - r , • r �' w J �oao RETURN r . _j Lj Q = 0 4` GALV. RISER ' FIBERGLASS PRODUCT PIPE z V) a ~ cr_ DISPENSER oz � Q � _ 4' EXTRACTOR � a N � 0 FITTING 42' X 42 X 30` DEEP o o a w 2 FIBERGLASS VENT PIPE _ FIBERGLASS BOX SECTION � o E- DISPENSER z 0 '� 22' DIA MANWAY AND COVER w m C ISLAND 10 2" VAPOR .� _ _ _ _ - - .._ __ x � PRODUCT LINES DOUBLE WALL FIBERGLASS `�' ,�' F- z STORAGE TANK � �.w °��- ,�',_, � FINISH GRADE I i 11 I I I I \ c� F- L w °- w <�A zw N �� CL Of w 42" X 42" X 30"DEEP i .\ Tp/yq � z m a a II I ( I I I I I I II BOX SECTION AT �,� \ \ Rp T o °- w = a J TURBINE PUMP '�pN FIBERGLASS BOX SECTION N w a u o Q a IT NUTS & WASHERS = O = z = r (WHEN THIS SECTION IS z p�9 22' MANWAY LID COMPRESSION RING ~ ~ u � < `" =1111= I Ii= IIII USED, OMIT 36" DIA ,�' \ FIBERGLASS RISER) i CAULKING �Ilil IIII- PIPE TRENCH i' MONITORING WELL 22" MANW'�Y GASKETS o Y S INSTALL WHERE SHOWN .\ u - ON YARD TANK/ PIPING PLAN 22` MANWAY °� MANWAY ATTACHMENT RING u2 1✓I BE1Y4L.ASS S E COU DAPY COI 1 T`,A I Q U EDIT kJOTESI- BACKFILL TRENCH . FILL TROUGH f / / TANK W/PEA GRAVEL w/PEA GRAVEL w °0 I. MI U NlM PIPE SPACI Pq OF �lC P1 PE DlAUCTEI2 FIBERGLASS r RIGHT ANGLE P W-II�UU 2'. l� CTOAVEL4 FILL. PEWE4TI-I PIRk TROUGH SECTION 0�� / �i / 2 SECTION TYPICAL CONNECTION AT TANK MANWAY 3. PEA �R,d.V EL B,4GICFI�.L DUTS1 DE CF FIE3EI?�.atA5 5 �o`� .� .� NOTE: � r-- TOEMCH M WITflIIJ 3"OF TOP OF TI2EI.ICN . _ ��QQ� TO BSINGLE INSTALLED OR RETURN W MA IFOLD LINE TANKS Z SECTION A A & DISPENSERS. o 0 BAaFlLL TO PRODUCE I" PEA C-AVEL CVOWLI I-VITl IN TZEL�I-1- 30" X 20" DEEP TROUGH SECTION 12' DIA MONITORING < O 'Q ISLAND BOX d v DISPENSER FINISH GRADE U 4" DIA LOCKING CAP V) DISPENSER \ o SECTION i" \ 6 CONC SLAB - a ' uj DISPENSER I a �; Z; z Q t N' ISLAND i J I I I �; z ' MECHANICAL I 4" PVC TE MALE o, TITEFLEX SOILSAFE-30 i BARRIER I I ADAPTER o — FLEX CONNECTOR \ ,� i ( z Y w 4" PVC RISER PIPE o Li � o TEE SECTION LOWER PORTION SLOTTED ° 4 v o v \ \ f J SAND OR o J PEA GRAVEL \ \ .� I —MECHANICAL 2" MIN CONC COVER _111 NOTE. FIBERGLASS TRENCH SECTIONS - BARRIER THROUGH SECTION o a W _ If1ll- CEMENTED TOGETHER WITH ISOPHTHALIC RESIN (PETROLEUM Ln 6 MIL MOISTURE U) RESISTANT) SUPPLIED BARRIER (� BACKFILL BACKFILL TRENCH BY MANUFACTURER -< = H BACKFILL TROUGH Z W W/PEA GRAVEL W/PEA GRAVEL SECTION W/PEA GRAVEL �LIJ CL W = SELECT MATERIAL f IBERGLASS •TROUGH O ® 0 0 _ Z M Z PRODUCT & VAPOR SECTION _ — Q p 0--1 J LINES BARRIER FIBERGLASS -- � CL I r) DISPENSER SECTION O <I U Q U TYPICAL INSTALLATION MODULAR SECTION B - B CD Co FIBERG A a L SS SECONDARY CONTAINMENT KIT ¢ � O F— W pp i AVAILABLE FROM: K & A ENTERPRISES p O LL Q 88 GL�ADYS AVE. MOUNTAIN VIEW, CA. 94043 U O TEL.°(4,15) 969-0107 MONITOR WELL DETAIL cn r w SCALE: 1" _ 1,-O" Q- � 00 rn MULTI-MODULE -- SINGLE PRODUCT DISPENSER (SEE DUAL DISPENSER TANK PIPING DWG.) (SEE TANK PIPING DWG.) IO �I�. MINII�IU1✓I P�LYPRoP(IL.�UE S�IE.�,T . DISPENSER ISLAND MOBIL OIL CORP - BALANCE PHASE II E F FINISH GRADE' VAPOR RECOVERY SYSTEM 0 o� o ❑ I 4 i CONTAINMENT o STATIONING SEE ATTACHED NOTES � SERVICE ON VENT PIPES > *2" MIN CONC COVER 4 0 ° , q U — — — � 0 - - - - - - - - - _ - - - — - - - - - - - - 1 DIA. OR LARGER STATION , C TROUGH SECTION - A 1 BUILDING i i' O IIIL= =11f1 =1111= ( I I Cil GALV. RISER PIPE i �� 3"M/.v�i�ary ~w � - I I- - - - - - - - - - - - - - - - — — — — — — — — — - - - c M I- - — - - - - - - - - 0 + � 0 1.411I✓ W SEPAVATCV— DISTPCES - -- - - - - - - - - - - - �p OIQF_ pIPE, DIA( ETEll °' ° `�' � N 2" VAPOR LINES ------------- - - - - - - - - - - - - - - - - - - ❑off MODULAR FIBERGLASS --- PRODUCT LINES FIBERGLASS �. ��. O �' � � BACKFILL TROUGH SECTION SECONDARY CONTAINMENT KIT 2" VAPOR LINE �� NOTE: �p m W/PEA GRAVEL- 1"CIOWN TROUGH SECTION PIPE SIZES ARE MINIMUM REQUIREMENTS. oo D cp> BACKFILL EXCAVATION � B C <�.\ W/PEA GRAVEL M I W. 2 F � 0 *ALTERNATE TO CONCRETE CAP IS SECTION C C PLAN A TISLAND L L N DISPENSER �� i LAYER TYPAR COVERED BY 6 MIL MOISTURE BARRIER, COVERED BY SECOND LAYER OF TYPAR. \ `. / G \ /��` \\\ \`\��`�� w cr T12MCH BED SEIALL BE SM00TH FLAT 70 PODODE FJLL SLaPF02T.. SAuD 012 PF-A 6TT ,,4VEL, MAY1.1i Cc / G \'\�ti `�\��F \�� m Lo z z LLD \ s r+ �- SIPHON el ' DESIGN r .E NAME;5012$A03.DGN2 w W Ci. �• J Z JQ z F_ Clow4:2 wzc/> � Ow LJ w J o p U O a- ALARM PANEL 6,-0" ELECETRIC PANEL z M w '_ o PROBE VISUAL o w c� Q Lu 18" 9" 9" 9" 9" 18" MONITOR WINDOW Z � = Q o LEAK ALERT VISUAL MASTER � J , n w BUZZER W/ON-OFF o o J w 0 o TEST SWITCH CIRCUIT W/LOCK , m a- >- Lj o SWITCH J 0 W __j a � X0 = a I I I oow� � z I I I Q � nwa- w � » I I I NOTE: CD F- , 00°°•°o pba°o°;oGD•°o'.p�p'bopo.00,o4oQ p°b,e 'seb; ;''0'p.n0 apCo0•�"o••�,I11Ii1iI(:oo Q pb- �Db'./QU�o!o�pe;O'/dapb o•�opp, :o,oa®ap'Q•.'. I'I)IeIiti r o \s\�1 bIIIIII1IiIiIII(I . baIII1IIiIIIIIIII 000''QQ 0°•D'. ' ON`N,` IIII rIIIIIIII III I �LI1iIIIIIIIII s`a�'U Z °cUdN bs Q � 4 g e- ocwIZ0H�c�o_r�ot0Oo ) i Ua N3=s?w= c w cccC;;f arN ` NN- LOCATE ALARM MODULE w o C NEAR ELECTRICAL PANEL wo o - r�R ' 7co ALL REBAR #3 1 o a w EU0 wJc Q _ _ o z CONDUIT a/ FINISH GRADE ul wM REBAR DETAIL SCALE: Y2" l'-0" SEE DETAIL ON SHEET #5 z cr 32r-3 DOUBLE WALL TANK Co' o J: c 0021_01 2r_Dn Q O z Y w 3 U w w m u °°° 0o Q:Ally, MONITOR SCHEMATIC IN , .'0 0 �0 6iO » 0i0 pbo o;,No o;�o oD 'o DO 0D � Q�'Q"t.°°o LLJ o" THK NON-FEROUS METAL STRIP p OR FILL WITH A.C. HORN EXPANSION W JOINT CEMENT 1' MIN DEEP SAW zQ CUT CONTROL JOINT pU YARD PAVINGSECONDARY TANK MONITOR �, � #3 18' O.C. � EACH WAY ON 2 CHAIRS FILL L7 TRUCK VAPOR RETURN TYPICAL CONTROL JOINT E Cm) i Q Q SCALE: lV2 I'-Om � `' 0)O o o J o CD o zSUBMERGED TURBINE PUMP 'o TANK VENT O C CWV O ISLAND VAPOR RETURN 0 13coo � N O CONTROL JOINT ol>° ° TANK TANK TANK X O 'o'c N4 o ° 121 IN o.0° C0 'p'Q�a•a' Q�o'�'QOti'e, W o; a o DETAIL CORNER OF TANK MAT 0 o _0"SCALEc 1/zn l, 12' ' SEE DETAIL 'w Lu TYPICAL TANK LAYOUT Z Z 0N o /N SCALE: 1/4" = lr_On o FIBERGLASS DOUBLE WALL UNDERGROUND STORAGE TANKS. Js n o �' SEE YARD TANK/PIPING DRAWING FOR SIZES & LOCATION. DESIGN FILE NAME: 60128AO4.DGN;l O 9T• 47 • ZONING DISTRICT: BUS/MESS (�) { --S rAKE , �G by BENCHMARK: ASSUMED EL EVAT/ON = /OO,oo TOP OF MA SSA CHUSET TS HIGHWAY BOUND LOCATED 9/.001 SOUTHEASTERLY FROM p G THE NOR LIGHT wooDsTHEAST PROPERTY CORNER. 93. 32 0 � v \� Uu 98•s o� �. V /00 27 n� 97 9 ��n O� 10001, 100.6ku ,i GO 0 95-1 m \�0 Q� - y a►a, e 3 IV\ ' ! LIGHT WOODS �• y �� 9P•o Q CS RIM-109.66 6 O 94•e W 0� GRASS AREA fG� G'(� tea, 88 7 9P•S 99. 3 ,EXIST/,A�j 5� 17.4�C. �S/AIL E lU,41-L l�9 . 4 STEEL Fla 0//- S 7X K 7,29 0 a ST.aKE-.-• 94 .0 SPOTLIGHT ON UTILITY POLE (SET) 93 P L0 RL6 lNAL.L F/B,E,e4l,46S FUEL OIL _ STD ,4,V,� T �• , aD 95'15 T• C. 1 91 R 9/•/2 B.C• 90 9 B C 90.3 1 t , s , •STOP S/GN •b 9266a.C. 1 f � h ti GREASE TRAP t � d+ CO RIM 83.59 A/H RIM=S 46 �- _ ► ` �O /2 I NV. =80.1 BITUMINOUS CONCRETE CURB - /NV. 8.8 „ /NV. 90.// Q. I `'� O/8 OAK 1 9/ 70 T. 2- 4 C. h • 9150 B. VENTS /�`9/.27 �'�� e� INV.: ( -S► rfr- W I 1 I CONC. -0� --- MH- p SEPTIC S 9/ 05 O/8~ OAK _ O {{ t. Q B/TUM/NODS CONCRETE PAV£ARENT ,Few PAD w a O I t # SEPTIC MH VIla o m I :rs►i s - A h M a►s o� Q I h /D D z /NV.=89./ d► 15 P/NE O - ti � UNDERGROUND � (' � • ' A O 1 4 _ >► CB RIM= 82.51 " y I STORAGE TANK VENT PIPES o� ' ''� L+ � _: V �-9Ls2 �u .� . = 00. / Q 9173T. /P /NV 92 3T /., , 4 CAST IRON VENT ,y248. �e�► `s'` \ ,a � ca ,EX/ST/�t/1.1• /,�,.�r.4GCD�tI�5'/Nl,�/.,E l(//,4L L ..� \�7 i- : r� � �- _ Zj h 4 \ ' o v � w m sr,�-L !-!/�IST,E o,c sT©/2r4Cp� TA,VrC� TO B,E �0 V 00 - /aV 4,440N I �. L�t/,F3L,E Gl/AL,L ,�l9SS !!/,4ST� D/� 1--- � t � �,G Z \ W W Q .. r.m. . .,. : ONE Y _. . _. . .P. .. y STOR MASONRY SERVICE I .�< _ ., .. .., � . Y .F..� .��.. h s OrC,4 rAN� 4 C STAT/ON I . fix ,, C,. , . „ , „ _ T 3 n .;. a ,.. , r -�. .. : , Y h CB RIM- 82. 8 3 5/ 10 Dku tu 2 p /P / V -80 O PLANTER I x � o /P D/A. N - t e 0 o M _ K< .. L h 2D Q � .�:� • , � �} ' � � -STEEL POST 87 + a - \ ,°.; Via, ;� •3 a Zj J \ f O O W Li � _ -. v�I � 4� I �= �' ;-� � � -�--BOLT(SET) FINISH FL OOR FINISH F 2i V ' .°F CIO AIR PUMP _ FLOOR �i ... >I fix. 'I o O C� -�\ ELEV. - 9/. 64 ELEV = 9/ T .i w o P m m Ar sERV. BA w I ; ►„ i~.. ( Y) (AT OFFICE) RDOF * o�' h PLANTER g V a, CONC. APRON CONCRETE� SIDEWALKCS RIMw j - _ 12 I � 9I , . . . � .> 4•:, yr 92.58 1 91548. 9114 B. Y `R.. ,.;.,�` t, a t�r�I � I2 /NV.(NE) 79.7 �,F;?,q ' %�-CONCRETE PAD g I ,< -•• CONCRETE PAD _ 9 a g I ry 3 O 91•18 1 91 4 8r-/% % S-11� '?� OVERHEAD ELECTRIC Q TELEPHONE �3 1 G O Q4 LIGHT POLE = ,, _ �, 5, 1� F / 9I.6/ T 9/.34 T. 76 I Co 0 6 r .� c" o 'k . j (TYPICAL) _, o $ �, �, 9I. 30 B. � • c, •7� h Q y o In LTISTIMfT ID,DDD 1,4,L.,8,DGbC�A/.. w, .4,C: S/ L,� .<, .y s b os / .Q e �►�. h �`--wgt L 91.67 / \ / \ ,4LL BF1Z- SS' ASD,C1k46 �STOZ4 -6 TA�(IZ,5 TD 6 �'o ? �' �`• Q P-/ 9 \ k'16"OP16D ,6YPZ,4CED lY/Ty ,WE I•,OGY� CA1_. 4XID� � � T /NVs86 3 t p � 0 84 7 `a''- J' >, ;_ a ., T6f/D /D .d,C. !>DL1B,L,E /�IAL,C F/BE',CC1►,C,d SS z h i e W ,4S�L r , ,E T,Q,(/ IVA 0 I - B1rUMhVOUS CONCRETE PAVEMENT WZi a/Li 9/•90 O O O B/TUM/NODS CONCRETE-PAVEMENT /' t, ti O art = 85,26 �a- •9j' W o / OMN RIM ? tz I V. SEI 815 m � ( -44"IN q} Q 9t•88 �'' 0G � IP"JNV. (S) = 79./ p • /2"/NV.(SW) =78. 8 \ 90.1 / 0 CONCRErE LIGHT l /8 /NV (N/ 78.5 91. 90 \ i / BASE 9/. 7 T. J 89 87 3 W 6 O OVERHEAD LIGHT f - 9132B. 848 84 9 _ a o �y (TYPICAL) CB RIM s 94.34 m 0 LIGHT POLE ON _ - CONCRETE BASE h } CONCRETE PAD �K 90 • / ; N :�� N h 2'W/DE DRAINAGE EASEMENT O 9/ T D 89 / h I h y h � 91.42 90 85 y �� 4 .O � 93.61 B.C. 93.27 &C. MOB/L SIGN ON 2.00, _ A L1GHT POLE BASF - 94 50 T.C. -� �- I T0. 37 84. 32 93 83 B.C. _ _ __ r --BOLT(SET) STAKE (SET)--►+ L/NE -- 91.35 B.C. s 93.13 B.C. PROPERTY �. o I 94. 5 SHRUBS 91.6 6 N 62'- 17"- 37" W o� 89. 83 ..,� 83.3 - �v' � 0G /2' HIGH FLAGPOLE P 304.05 �0 m n �► C"v '� 0 F 91 7 9 SHRUBS O r v _ m MULCH 8 SHRUBS 2 GRASS AREA 0 GRASS AREA b V• � V 4 HIGH EXIT SIGN 4 r HIGH ENTER SION STREET S/G 92 6/ 4� •q h 92 0 / o� > 86. 4 DMH RIM jr87% . 30 �� a ry m o o 12"INV, (NWl = 77 0 90'6 n n n /8 of INV.(S) = 78.0 tic, a' cl� c1% I9"INV. (E)= 83.4 GRASS AREA o G ., y 9 4.4 p 18 /NV.(N) = 77.2 ,r F rr V Ci INSPECT/ON S/G N /NSPECr/ON SIGN m „ � a /2 GAS �F.oy « 12 GAS 0 N �� /P G /2 G o " m /2It O /P G - I y� /2 G /2 G c� 92 90 •0 •� 88 .37 UNDERGROUND TELEPHONE MARKER a O ,,► UNDERGROUND TELEPHONE UNDERGROUND TEL EPHONE ti Ai R r m r r - BTO r w T A r q r UNDERGROUND TELEPHONE MARKER n a� % UNDERGROUND TELEPHONE r� DO NOT PASS SIGN �•P �O T 9/•0 90 2 r r �� _ Z T � r T T J�\ v T UNDERGROUND EL EPH NE c� « �; Z , /8 DRAIN - J8 D n o _ C� - 8n •77 /5 " DRAIN /8" •g8 9•�. s /8"D CAPE COD BERM g6 95.22 �s 49 5"D 88.08 _ 10 86•13 83.26 C 91'73 B.C. 90'63 rC. 88'71 B.C. 93'92 T.C. 90 39 B.C. CAPE COD BERM CAPE COP BERM 93 67 B.C. Q p Z CB RIM = 8704 o N CB RIM = 92.60 "/NV(SE)= 88.8 It INV (W)= 77. 6 N0. R E V I S 10 N s DATE BY CHKD MF IMobil Oil I��V1�+[[/ 76 KL�LLG(.T l2n F(j, Af� Maretinp a Refining Division U.S. N II 12"INV. (N) - 8,r / ' / T Z ,O 12"INV.(S) =77. 5 9P• 6T 15"INV.(EI = 86.9 R Ot/ / E 1 � I8%NV. W = 86.9 /2"/NV.(S£)=775 �/t /,/ G 7 87. 22 1rXE�X�s , �llBll..rF G!/rdLL ! Marketing Operations Deportment ( ) 07 E Fdi'r'fax, Vlrginia 22037 f1BF�1�L.4ss TA�cI,� o ( PUBLIC - 2 0 0 WIDE - 19 5 2 STATE HIGHWAY L A YOU T ) ,a Dt,t-fE�US'/o,USS'. rJXufl errWVwD MAX CAPE COD BERM b XATY)AI PZ !V CAPE COD BERA/ t 90. 33 B.0 89.27 B.C. 8 7.50 B.C. I 87.04 8C 86. //`B.C. I�9 eoLrr� /3z, yY,4,u�clls, �I,4 . 87.94 I UNDERGROUND TELEPHONE MARKER CB RIM = 92.39 .. oRAv�iNG NUMBER REV DRAWN'- B �C -L DI- J�tl " 4 GAS 4«G _ ,. _ " 4"GAS 4«G AST � UNDERGROUND TELEPHONE TERMINAL 4 C' !2"INV, = 87.7 4 C - 4 G - 4 G CHECKED " STATE HIGHWAY MARKER STA 102 +22 / Jr /0 SHEET NUMBER _ � T T T - T UNDERGROUND TELEPHONE T SCALE -A�E HONE T T _njUT/LJTY POLE T r T E B T T - - - �� _ E 9 T T _ �, EBTr DATE _ of R/C B TELEPNONE ,3�1 E 9 T OVERHEAD E ECTR/C B TELEPHONE --- d1v 3850-3 SIDEWALK 90.71 T ACCESS MAWHOLES TO 4PADE. ---� , . . 90.21 5 QI ICI=89.8 PAUEMEIJT EY15T. ( APE. (LAWD5CAPED) ACCESS MAIJHOLE TO - CUt3 CTQ QADE� MS VAfZY `� a • OUTLET PIPE SHALL BE LAID f MIQ.OF 1/g To 1/• r \.\ , " _ .' LEVfa, FO�Z AT LEAS 2' (TYP) 2 Z7 OF 4 PVC SCH 40 S=0.0Z0 '" SPED STOVE 44' OF d" PVC SC 40 S.= O.OitO - .. (ALL AQOU#ID) • s, :• 4 IIJV.= 4 I}JU.=B ;' -� w 4"IlN.=86�59 - 4 PVC-SL440-LE TN SLOPE; `�' ��; 4"IIJV.=8to15 7A-e E5 SEE PLA a C3 o � i a 4 n I1JV.=85.0►8 4"11JV��SZ LIN DISTQIBUTIOW BOX 3j4 I/2 H-ZO LOADI IJ WASHED '0 o o a o 0 0 0 - C G') STOVE o c a cT to c o a WASHED PQECAST COIJCIZETE. _ STOWS r o n a s a a c 0 0 2,000 GALLON SEPTIC TAWV, - � - BOTTOM EL.- 0 (H- 20 LOADI WG) c� LEACH IWCT PIT t SEPT I G SYSTEM PQO E (N ZO LOADIN(T) 0 20L�UDWAT�Q QO-T TO SCALE EL.=73.8 (ADJUSTED) L A N D S C A P E A Q E A � / DESIGN DATA j / �.� �j• , �;� r�;'' � ,, a STQUCTUIZE : 4 I SLAWD FILL 1 WCr STATIOI,1/51JACK SHOP(IJO CTAIZBA%�E C�iZIWDER) G B 2- RiM=89.00 •;� oJ� s '`- 1. ALL SEPTIC SYSTEM COMPOWEWTS COWSRUCTIOW SHALL COMB-Y ` 't' WITH THE QEQUfQEMEWTS OF 310 MQ 15.00- THE STATE EWVII20U61EW"%L AVEMEW P T ; ' , ^ x 10 T EST HOL ESTIMATED DAILY SEWAUE FLOW(310 CM1Z 15.00-TITLE 5�: CODE TITLE- 5. , 10 � E 1 Al, �; :,�--_ J� -- , s . 4.. Q 300 C�•ALI DAY1 I WD) x( ISLAWDS)- I Z00 CTP D LA , S Q ` -- ALL PIPIWCT SHALL BE WATEIZTICTI-IT v, Z„MiW.� Y,.TO QESEIZVE AREA �• *�► - Q SEPTIC TAiJK.(3#O�CWIQ� 15:00-TITt� g): � - 8 y2 SHED I I I i I (TYP) �` (1200 C�PD)x(L5)= 1804 COAL, LI4UID CAPACITY -, , ' , THE DISPOSAL PITS SHALL BE VEUTILATED THIZOUCTH THE BUILDIWCT SEWE12 STOWS ALL QQOI�JD TOP=67.5 }, .k gyp• 110'ZO'TEST HOLE �\ / ;\ USE : 2,000 (TAL. TAWIC �. - �' ' � ' LEQCHIW AfZEAS 310 CMfZ I5.00-TITLES 67.5 C.B Z G ( ) o o c c a I o n a IO ELECT. METE 2Z DIS- � , APPLICATIO OO _x u RATE: BOTTOM- 1- (TAL./SQ.FT. ACCESS fJIAIJHOLE COWWECT SWITCH T: t ---- - AGCESS MAtdNE .E ` �� SIDEWALL-2.50 GAL/SQ. FT. 3/4- I /2 3 1 O I o o a s a a a o o " RIM=�Z.S IZ.'-2 � - `� I IM= 92.0 `� � c # WASHED o = o a a a o o WASHED "I It PQOVIDED BOTTOM AQEA : Z26 SQ. FT. ZZ� AL. TEST HOLE 1 TEST HOLE. Z (PEQC. off' IWV- 4'IIJV.= SI WA L ( ELEV=92.0 ELEV- 2.5 ZMIIJ�P WC STOWS n STOVE ©1STRIP,UTIOW fX DE L AQEA •452 SQ.FT. 1130 CTAL. `� ( EIZ l H o A C3 o n a o 0 T.H. 85.5Z j 'IWVS.(lt�)=8(0.15 n o o ro TZASH 9,IWV(OUT)=8598 _ TOTAL SYSTEM CAPACITY= 1356 GAL./DrAY (o78 GPD/LEACHIW4 PIT) o ENCLOSURE, rv , 2 z FILL _ - ' �o r ei: CUSTOMEQ SEQUICE AI2E•A FILL 3 a o a a o el o a BO_ . -; --�` S (AIQ T WEQ.) �- �.�`�►• 4_p 81.5 •C.B"2 e , 5 5 14'WK No �0.71 TG. 6 MED. SAUD 6 MED. SAND •( D IA.)90.50 TC. �,n •3TI' 90.00 C. �. P 90 21 C. e RAM _.. , / S E 8 X) 14°� LEAcfflw CATC H BAS1W . : . 9 9 DETAIs x WOT TO SCALE 9, , BI r. S COA(CREr p�avg e r Z IZ . WO ., 13 13 I o _ 14 40LI MATEI2 14 ROUWDWATF2ry L EGrE N r t 15 VI E 15 SIBL VISIBLE r. ► . I 19. ti CT POT E : � 6 �9• EXISTIW S .. y PEQCOLATION TEST AWD OBSE.I2VATIOW TEST HOLES WE12E PEQF02MED OIJ �! PQOPOSE.D SPOT C- E LIMIT OF PAV - � � LEACHIW C.B. �t � � F"�� dAWUAQY 5, 1987 � ALEXAWDE12 B. TizAKIMAS OF CTALE EUC-�WEERIUCT CO. IUC, E1vfEWT II RIM=89.00 � � � sueFACE Flo�v AlzeoW , 3' 24- 7 3/,a- 3' 9r , AMD WEQE WITUESSED BY WAWCY LEITNEQ OF THE TOWW OF BA2WSTABLE °, FOR 00 - 90.�1 T 85,5oTrr. ,` , DEPT. (APPLIC4TIOW'P630A.) _w P120POSED WATT 9071 T HEALTH Q �fNOCRO��"C�UND WASTE' .. . 4 11JV.-86.59 >7.2 i 90.218 89.90 as.00�c ,. E rT E�rT PPOPOSED ELECT ,... �, fZIC � TELEPHONE ACCESS MAUHOLES 90.71 T _ • FOE COMPUTATOM 'AAIUSTED HI(TH (•>i-QOU�ID-WATEQ LEVEL SEE ATTACNMEUT I AIMS=89.8 - - SEPTIC TANK ao.21 ,' :- P",ri r ,. 6� 'A SHEETS 1 OF 2, AdD 2 OF 2. -CD ---C D PQOPOSED CAWOPY DQAIIJ j SEE DETAIL " �m � k I 11 ( STOQACTE.\, "� P ' Z7' F 4' PVC s 5CH 40 ,+ " 8 5s .' n 4Q,4 s i !', Q .�iR A�Lt• _ _..__.w •. 4 4411 5-0.420 c.\� ZEST t;t 1�At.�8�.84� �' 9.0w C .ER. �, I ..� • N ` r ;. W -. - IWTO E1IISTIWC� I a FI u. FLOOQ ELEV.=90.?# t� ,- a '' Ii.,r . s c a cuT 'Al �\ C �, , . {, D&W LIWF- r�E''�`1 ,(#E'1 a7-4.r , SALESQOOM _ ---- QI M 84 00140, _.YCRETE 'PAD 8��0 9� - f 50 7... �4 L �0,00 90.00 90.00 c)031 T 90.71 T 90.00 i -- 90.21 X 90.21 l3 \�-- 'w '�► f { x `X . � �. 90.50 TC. iz / 1 c / ` / ' 90.71 T ��-0� 90.00 90.71 T �0.71 T t y 1 0 90,71 T p Z 21 WHEEL 1 ( I v �cL��lauTC-m') , .� !-� � 9a.21 � 1 �o.zl a ) CHAIR ( 9o.zl� I � � 90 � \ 1ZAMP I- 156' OF 4" P V C• SCH•40 EXIST° WQA I IJ CD r CD < 88.46 . .. IIJV tIAJ go.0 90,00 %.00 90.' 0 /� �N L4-6 15- 1/8 Z4' 7 3/Q. 15'-%8' 4 0 2�-0" Q-�' I I,_C �I i►. 33 - . � .. • `�-� AQL CANOPY rr C N . MAT y _ L A 1.1 D 5 C A P E , , -LEACHIWCi Cb. (SEE DETAIL) Jul 6919 40 T..0 - E J- 1 / 90.5 TC 90.00 �0.50LG �0.50 TG 90. T� 90.007 0 TC - 0 pj �0.00 BC - ` L RC18 ri` I 4tr �1 S10OWUS Si I _ I.Z 91.50 T.C ` -_.___----- ...._.., __„ , ,_e0/�L�iY 1� ��;�'�� --••. _-_.-.,,. � � '�#��' AREA 9190 TC. 9 0 GRASS N E ,Q 91.40 B.C. 9i 00 B.0 #, WON jrAwsit si& Ca I h NIGH EXf7' Stt4�1f , 44 B,d W *tom' �► *7 .10 I >� ,tie"� t t dr i Jp I I I '•�� 1 4 �� CAS �! „ il : S _. -- tA►.�Pr�'CT'tLpt� S1�JV t �`PE•t;TtR M------...._ y � .-. .._, _..... p_.___. __.______._.-_.....-_...._ .___._.__._ _ _.:__�.___ -�_ ...- �-��-_-_. - - . ..._ __ _ )3.29TC $ .0 ° -tt d 'R R rril- 'A�Yt N-C MARK" 88.44T _..._ _ __ __._� __ tft9 CJEl�YJ TE`LEPAI c". r _ 7 9 a,C. = ___.. �►- _ _ l R+_ . __ __ -- 11,NL1RGrGY.Nc1 , T N E _ �_..___._ t- .. +!! t'E r ` iER P` d ___._. _ _ . _ " "� ._ W. 00 ' ` 9Z.02 B C. #t _ ____- _ _ __ __ _ __ ___ _.. --"'-._._. ... Uh',DER t3Ait�N17 T�'L EPt �11 r 7 F _... _ _ z ..�.T .._ „", E � _/ ��°_ 'fir...-`_"`.t,"� w a ---•-..-""'"'""""""",..'_ .'"^" s,� t/oVl�ERGR uh e N 'N /� � ;� ORA IN .. _........-- ...._..... _ ..x,,....:. •-..,. - ✓__.._....... CAVE COO �i,�s,�� `. '-"-....:.. -_. ..,._.....'-• ,r fJ i ! 86-13 - w T - _ N _ _ go so A� ' A coo oirmo G�4f�`f Gt1fJ BERG 93 87' t3.C. 4 � 77 _ d ,•ftY✓; S = 99,8ITT 3 # - - I (,V) * e r f ROUTE /32 1 . � �"s T f `H OF f j R E V I S O N S OATS BY ►ic0 MF • /s /w. ( w) '` ` 87 , P P t EDMUNyO ,'f W G Mobil Oil ( PUBLIC - 200 WIDE - 1952 STATE HIGHWAY LAYOUT ) Marketing 8 Refining Division U. S. a $ N�gS Marketing Operations Deportment f 'P Fairfax, Virginia 22037 CAPE crr� BER�r SITE IM EM NT N i f ._ ___ ...... __. .._ _......... __. _........ _ -... r Q t," C. 7V she E� r, 1 Q Rst t �r�vt rEz PHON ,4 `, € .% = . . H YAW W I , MA. - - ' r 4 .- 4 6 . a- �._.. _.. ...._.. _- __. - - ___._w_._ - _ .�..�_w .... _ .__ .-_... . _n ,qt �, _.. _. a _.. *f _ _ w _. _ �« _._._..... -- IdrVt7E"1�'c9?�tXJA�°t3 T"E"L E`Pr�ORfE 7`�R` JrY.�L. _ _.._._ _ ____- ;.2 !1V I� = r4,� ? _" .°,,,..n.,.ti.. . �,...�.,.� ..�...�..._..,®. .. ,.,�,. _.,...p..... , I TA re .�..._ _. .___.. ...._. .._..__........-.._....,._ � _..-_.._.. .. .... DRAWINGNUMBER REV. ,.•. _........._ _...._-..._ ...._____ ._ .,. .=�.a, ,�..._...._...,..,...�._..__»a,,.._.___>_......______.,,..__ �.�.,.___�_,�...�....,.a..w..__......... �....__. .-•-...•--_..___.,_...._.._ �' __.... ..,. ._-.___._._...__... .4... _..�...,. _. _ .._..._ DRAWN _ -_--_____-.-._._._.. _.._ _ _. _.. . _ y __..... YP A _ _w _ _ ..._ _ -- _ ..... - XEE r J �� _ _. __ C TgN � T• _ __.______.__. . _ .___.._.__m_,_._._,_,�,.._. ____...______..____ 1.... ,.v�...°--""•,.,,fir � �w - `.��.�" -* 1 #�1�`lgt��".+�#� ELE'�+TRI�► +1� T"�"it,..+i�PM1�1VE` CHECKED /-�B•T -._..._... r� ..._.. �. a��: SCALE ~a /0 SHEET NUMBER DATE 5 �g07 I OF ? JW 38500PZ „,fffjjjil \ �� • �o / A �� L I GH r WOODS � Of97-9 ''�..�. is•�� IOx 10 TEST HOLE. 1 RIA r I09 air // I0'A10 TEST HOLE #Z TRASH 89 9P ENCLOSURE N . .. ► • $ Y, °Q CUSTOMER SEQVICE AQEA t � srAK, ter, , f (AIR TOWER i1 •JB O.W. 1 ` •� ) - 0 W. 5 ;� ' tar 9 ( AOV Jilt'I1f�;li$r ! >d#. i ” IAK is .As fa'NCI. 00*CRErE �l 0/1''47 T, Awir 8r rUAV/?VO�JS C041CRErE PAVAFFAW+Itr __ _ .- . yJi9 } ` YRZ• r Ilk dwift now Ob 9 r i k Art f 9/ {/ ' 3' 24-.7 3/4. 3' UN1,7Ef+��r'RQtIND �',4ST'E` att T"AXX !� � /L L t fe' ,Q f, Gall.L 1?X " �,, rk a Sri PBs STO AET _ A t R PttAfP - - ftRl�t�! 1�L t,\ REST Pun^1,1114ps w l (Arse B `1 Room C-OOLE.R. // Ll ... _ q J G SALESP-OOM fLt'' Pv' s •-`""'may 1 �•CONCRErE PAD ''"5F�� y y r o ERmEAp ELxe r � .,� CHAIR ( ( ( s_ #- �► l RAMP ' . s .41 y{ ,Y�•yn,+i�.'.-Mew+ d 15- I/8 -y-• Z4'-?3/4 1 4 N t �ifar'rl&rj` L isovX` {` AQL-A Cn" '. CONC. MAT A - - -� CS RM _ 94,34 - c __ _ w_-._______ G'4VC�lhE" ACE'• ... t 4 /!'� is s - .._ MC �-— �w..�► �... - sm T (SIFT) #� _ o MULCH a 6 RASS AREA. fir c; 1 -4! H/67H EXIT 3/6 e 4 N#tK Armin' + steer- � � s RE r St& � 'o•a a rs,o �'' ► . eIfASPfi A�Iti,4 r c. � y s¢ ¢ to /*'.�N) " rr.# Ile " G Ar rr _ .--IN, pEc rlom stem tNSPECrtUN 9f etN•-- .-.__.. _ _ __. .._ _. t.E' "SAS •0 • at• ,�� % --•-,crr4r��r��c�vt� r�-c�-r�►tx+�+F �►��r�� IJNI ER'f r,' XiNLI TTE IV ` r _ _-_ —_-____ _____.- tINDLRBA'CXlhtlJ TIC E PH��b►E ___ __ _ _ __ _. _ . PHONE T UNt7�"IPI�Rt�wo r'EL EPHOJVE MARKER T -`-r `- i j�� T is m. I q act NOT amass 9G;jt s,G - 1 s:IN1) R'QR�C?1�ND 7'E +�'P NE p$• E L +.,,.o.. ...-.. r i !f-T ' c7 8 CAPE COP Sr*M —_ '- - _-_ _..._._.. 0/'73 BC �, _ te► T/ 8 tt't?dt t B e►S ter - 9 _ .a_ _ u 93'92 C 6 ? w so Ate, _ �__.CAPrE" coo RF`Rjf � GAPE 000 BERAF 93 67 8,5. CB RfAI : dT 04 9Z,60 ry F'INV(SE) = 88.8 j dt"/NV (w) Irr. 6 i2M/'Vv (N) $ 8;P / 4 /r'V/Nv.(s) Jr TT 5 ROUTE 13215 9� �, INV, (E) •� 86.9 ''` �� ' R E V t S � 0 N S DATE8Y HKO I1F6 f.8j<IV (w) 86..EMobil Oil ` pUSLIC - 200 WIDE - 1952 STATE HIGHWAY LAYOUT l 1 Markotin9 8 Refining Division U. S. c� Mort. • � I � � Fo rfaxtn Operations Department V(p n!o 2203T j CAPECOD 6►£RA/ I APE CUD 1 !► S3 CONCEPT P AN ,..---'""'" ""'-' • I449 fZOUTE 132 4'fNDf_RGR0U*D TELEPHONE MARKER C8 R/m 92.39 {� S _ - ..._._._ . �2NrN� +�>,S _ _ fx6r { {" . _-- -- „ •►g lJIJIS, M s �'' � H YA A RROND TEL F_ PHONE rRAttNAL - - = -- -----v-- - Ltlldt3 r/?O 'CVAV r �P tv�-__ _.__ __..__� _. _ ___._ DRAWING NUN�i ER r _.-_ __ j _ _ _ DRAWN r U?1L!FY" POLE _- _. ____,____ _ __ __ ____..__._. _._______ __---_.__ _._.____� _.__._ _ ._ _ _ T -- r f r _ _. .-._ A 8T C 1 93 CHECKED SCALE / ~ap/0 SHEET NUMBER i DATE �- 1 87 I OF ,�N 38 500 2 SIDEWALK 90.7I T ACCESS MAMHOLES70 GRADE cXZI B QIM=69.8 PAVEMEUT ACCESS MAI`JHOLE TO EY15T C�iZADE (LAUDSCAPED) (TQ,QpE-AIMS VARY CUQg ;SEE PLAN,, OUTLET PIPE SHALL BE LAID JA ' W.OF I/g TO i/Z • / 9° \ L _v.;. LEVEL. F02 AT LEAST Z (TYP) Z1' OF4'PVC SCH 40 S=O.OZO o LL AROUND) 44 OF 4 PVC SCH 40S. 0.010-4`IWV.- 4IIJU=8b.84- - 4"PVC_SC�L40�LE►, tH SLOPE ;„- r u-11 cV _ �'� V TES F 0 •n• cm 1.. >= C4 0 ` 4 I IJV.-8�.15 Q AR - SEE PLA •. LLJ -b55 A:' ItJ .=85.')8 IJV 2 a c� c� o ❑ a A- , a,� r V 4M 1 a a � sa O D QF ( f a c� o ca o o a o q ga� _� DIST21BUTIOU BOX / 2 �� Q d WASHED - ` (H-ZO LOADIH(T) STOVE TLA yfif` + ♦. ' ' ' .' r• ) . ••r,I' ' r.+ • -r ;` Q ❑ C3 C3 L7 C7 C7 ❑ WASHED m r STOW PQECAST COQCQETE a n o ci o ca CM a o • 2000 ALLOW SEPTIC TAWV, } G BOTTOM EL.= 79.5Z (H-20 LOADI WCT) - ; u 3-0 LEACHINCT PIT CN e SEPTIC SYSTEM PIZO E i` -Zo LOADI�1 IZONPWA IJO7 TO SCALE EL.=73.8 (ADJUSTED) L A M D SCAP E A Q E A / DESIGN DATA _ GB,# Z - 21M:89.00 �� , J� STRUCTUQE • 4 ISLAWD FI LL I H6r STATIOW/SIJACK SHOP(u0 CTAVBAC-,E CRIWDEp) 'v(Y ;`' o 1. ALL SEPTIC SYSTEM COMPONEUTS 4 COWSTIZUCTIOM SHALL COMPLY �- - U - IOx10 TEST HOLE 1 ESTIMATED DAILY SEWAGE FLOW(310CMQ 15.00-TITLE 5): WITH THE 12EQUIVEMEWTS OF 310 MQ 15.00 THE STATE EWVIQO MEUTAL• PAVEMEMT . - 300 AL DAY I SLAIJD x 4 ISLAIJDS = IZOQ PD J CODE TITLE- 5. - N Z ALL PIPIWCT SHALL bE. WATEIZTICT1-IT I „ Z"MIW.OF / TO �' �ASHEP - � QESEIZVE AfZEA SEPTIC TAlJK(3I4 CMf� I5:00-TiT#:E g): 2 �� STOVE ALL AQOUIJD li I ! I (TYP) �. (I200 CTPD)x(I.5)= 180n COAL, LIQUID CAPACITY S 8E E1�ITILATED TNIZOUC7H THE BUILDIu SEWER IOYIQ TEST HOLE / �, / �► USE : 2.000 CTAL. TANK THE DISPOSAL PITS HALL V TOP=87.5 a . �►.. 87.5 C LEACHING AtZEAS (310 CM Q I5.00-TITLES) o o n In n o d n a APPLICATIOU QATE: BOTTOM- I.00 CTAL./SQ,FT. ELECT. METEQ DIS- ° C ACCESS MAtJHOLE COWHECT SWITCH I1 ` O I o ❑ o o a a o ❑ a " N1 ACCESS MANH�}L.E SIDEWALL-2.50 CrAL/SQ. FT. 3/q - `9 WASHED 2 RIM=9Z.5 IZ�-Z � ' ,.��, �,� ,� o a G7 a n o 0 o WASHED IM= c)Z.O- PIZOVIDED : BOTTOM AI?EA : ZZ(o SQ. FT. (ZZ( COAL.) TEST HOLE#1 TEST HOLE *Z (PEQC) STOWS 57OUE. 8 IIJV.= SIDEWALL A(ZEA :45Z SQ.FT. 1130 6TAL. 85.52. �DUST 21 F3UT IOIJ BOX ( ) ELEV= 9Z.0 ELEV.=�2.5 (2 M I�1. PEQ I uCN) Q n a o ca n n ❑ ❑ T. • TRASH 85.52. A'11JII5(IlJ)=8�.15 i i Q o o a n n 0 n r+ 'r' ,!/ 1+'IIJV.(OUT)=85:98 TOTAL. SYSTEM CAPACITY= 135io C;AL. DAY 678(TPD LEACHIWG PIT ENCLOW12E FILL - o '�"'fi 2 co 0 0 o I= o 13 d FILL BOT.=81.5 _C.�`1 G Z as 7r % m / CUSTOMEQ SERVICE AREA a 3 815 -C B"Z may„ 0•W l , ` r r. I n S s (AIV TOWEQ,) # 4_p _ 4:-o' v �`' O.W. 5 IA - . w 5 5 14 0 T 6 MED. SAUD 6 MED. SAND '( D ' 1 j / 90.5 o Tc. �0.7 I T.G. w COBBLES g go.00 i3.c. RAMP 90Z e•C. „OBBLES I 8 ( MAX) a (I4 MY) LEACH NCB CATCH BAS1 N 9 9 , DETAIL 10 I 1 I I TO SCALE, OT ,. . - a . 90.E l ». .m. a 13 13 uo o _ y � I L�OUNDWATEQ I�' 4kOUaDWATE(Z L E Cr E N D 15 ISIN VISIBLE _v g. ADE ,..., " �`� 95 e a I!o 16 EXISTINCT SPOT 4-Q . g �" PQOPOSEb SPOT (QADE mot ° . PEQCOLATI(�1 -TEST AlJD OBSEQVATION TEST HOLES WEtZE PEIZFOiZMED 41� UMIT Of PAVEMEUT LEACNINC� C.B. dAUUAQY 5, 1987 5Y ALEXAUDEQ B. TQWIMAS OF CrALE, Ell HENIL1r CO. WC. �g, w SU QFACE FLOW AVIZOW RIM-89.OQ � � .. • � � ° � � ` `�� AIJD WEeE WITuESSED BY I�AuCY LEITNEQ OF THE TOWN OF BAQIJSTABLE• A 3' 24- 7 3/4 3' _' P 0P hFOP . ,?, e _ , � ;.� �'s �� . $4�., fl ,-. � � HEALTH DEPT. (APPLICATIOIJ P�30�-) IZ OSED WATEQ c s , < :- F - 90.71 T 90.7I T P r �, ��- ne gip£ ._r Me, - 4 E T" Y 8�50TC. E T , 4 IWV.�86.54 I o.21 a � ,90 �� 8s.00�.� � � P20POSED ELECTIZIC 9��21� � � 89 _-� �§ ... � _� � TELEPHONE 0.71 T - -- MY � �: e. xe " E FOE COMPUTAIOH OF ADJUSTED HI(TH (TEOUuD-WATEQ LEVEL SEE ATTACNMELT ACCESS MAUHOLES 9 - - A� = 5., -CD C D - fZC�'' SED CANOPY DQAIIJ AIMS=89.8 SEPTIC TANK 90.21 >3 a � A , OF 2, Aub Z OF Z. P 0 SETS 1 (SEE DETAIL) STOQAC7E _. _ ... c'• - li 27 F 4 PVC SCH 40 �� - b 89.s5 - . S 1 4. t. 5=4.420 - 3 w ` , e Q �\ i REST SOW COOLER- �,� � p n F m N Y ►J - 0 EIS Iu _ a � f , C.B.-CUT IIJT T G � f F'1 W W. FLOOQ ELEV.-90.7 R c , x DQ,41W LIVE 01.E F R u � Air SALESR001�! tit _ 4.50 Tc � e ", 84.00 9U.7t T 90 71 T 90.00 90.00 9p.00 C)0.00 90.00 90.00 90.00 - �- ------ --- \ 90.21 P� 90,21 P� t 6 z 50TC. �_ ..,. V e T� y - �u. i T m 90,71 > / Ip 90.71T �� 87.Z9 >3C i �~ d4° - %.00 90,71 T I / I44 I , WHEEL - �GL>rAIJ011T(TYi?) 1 CHAIR `_� �3 / EXIST. � DDIQ . . , 1 RAM F CD C, CD03 COCn 5-0.020 {' 4 I IV= ;q -- Y4 90.00 i 90,00 � -� 90 00 a- 90.00 I - ----- ------- -- Z4-7 /4 15 /8 __- 4.-0 0 - ., _ � �Y tom- - -------------- -- ------- - -- -- - - ---- - -- -- QL- - - 0 '- CONC M - -- - _- - --------- - - I` �,. -LEACHIuG C.B. (SEE DETAIL) A A CAN PY - MAT L A IJ D 5 C A P E 90.00 �` 8' 76 89.Cn0 �•9oTC -� - Q E A - d, . 89.�0 6 � `k v / O. 90.50 rC / 90.00 90,50TC. �0.50 TIC, -- 5Q T - 9 00 90.00 6C �0.50 TC - 90.00 B `C 90.00 8C - - i 90.00 6.G. 90.00 6" >c ......, .. J oe� 'ycv*'0.6 . ., 14.4 : ` SHAVOS _ 91.90TC 9LZ0 91.50TC � . c � I l �I.�14 0.C. 9100 6.C. �� ' � : °- x > <` ➢' . i Y . , y.. w �I av J I 9 ' (' �' . F 3 ( ` f,� .�,. B vaN v , 4 i 4 It ,r - ra , 92.79 t3.0 .. -_ _m___ ._..___..._ _ ..____ _, a �«� � xw 8 g 92 i :„ =.f f i d./ S .i#..,P J J!C.7 IY m .,,«_.. mwwm+,- «.ems«....«......... ....«-.-,_..._...._..-..,...-.,_.-_.v_.. -__-_•-_..-._..-.-..._... ___.-____...............e...... ... � ._. - . fry . _. _ , Zi CAPECol >.,__. - ,..--,_..-e 1 g;_ r., ._.............P._._.._.»--- -?. - 's'_�......,_ _._._.... .,..... ......,...___....-....-_. ora,. - dew ... -,.. •:,. w e + r . „4 Y f1 n" dd � { 'Nv(s I ; II ROUTE /32 �. OF I ` /' ` (w) �" - -- --- - I �•iwEDMUND ' �' REVISION S DATE 8Y NKO MFMobil Oil w � Marketing 8 Refining Division - U. S. # ATKINSON 21 1 Mai*etin9 Operctions Department ( PUBLIC - 200 ' WIDE - 1952 STATE HIGHWAY LAYOUT ) $ No INSO H , 1p� Ilk Fairfax, Virginia 22037 C coo o CAR I y \� _ I"' - C 4 a SITE IMPQOVEMEtJT PLA1J __ . : 54 - �. e - 144 QOU 13 AWWI , a. HY M A a 77E ONE g 8 ,�' DRAWN DRAWING NUMBER REV. � �_ � _. .M �` 1_ CH ECKE POLE , m4 C- �_t SCALE s /O SHEET NUMBER DATE 5 18.87 I OF I JW 38500Z SIDEWALK 90.?i T ACCESS MANHOLES TO CTRADE, 90.Z I QI M =89. CTfZADE ACCESS MAIJHOLE TO - 8 PAVEMEQTB EXIST ED (LANDSCAP ) (;I-R �-D ADEIMS VARY IN, , , ,� ,��Y; -�--- ------- ----- SEE PLAIJ� t a^ o OUTLET PIPE SHALL BE LAID 2"MIW• OF i/g TO I/2 � .; , , , . -:, :, .., :o• .,•:;:. L.EVE1. F012 AT LEAST Z' (TYP) ZT OF 4'• PVC SCH 40 S= O.OZO T WASHED STONE 44' OF 4" PVC SCN 40 S.= 0.010 -� (ALL A�OIJ�JD) _ ; 1ji 4 I�1 U.=8�84 -- _ 4'PVC-SG[40,LE U4TH SLOPE. VAIMS SE:59 E PLA n a o 1 o q ❑ i N LA-1 4 ItJU. 4 IIJV=85.52 0 0 o C= 4 =85.78 o c� G ❑ a 5 . r 1 g O ° r g4 n c o to 0 o ❑ o .- r4 - DISTRIBUTIOU BOX �`£?', °sue • + 0 ❑ o =1 o � o 0 0 WASHED ,' ° Q = •: ( H-ZO LOADIHi STONE �, ° - : • : .. '. ' " ■' .• 0 ❑ O 1=r d 0 O ❑ WASHED \` PQECAST C OIJCQETE. a n o Cl n o o ❑ n STOW 2,000 C-�ALLOW SEPTIC TAIJIC i 0 r � _ BOTTOM EL.=80.OZ ( H- 20 LOADI k.1i i � 0 "'� 3-0 (° -0 3 -00 'Y -� �. DIA. z Zi LEACHIU(T PIT . =: SEPTIC SYSTEM P20FILE� f (H-ZO LOADIWCr) � �7 � cq�oLluDwATEtZ Q0_T TO SCALE CL. 7.3 8 (ADJUSTED) I ` L A Q D SCAP E A !2 E A --- � .�, / DESIC�IlJ DATA # - _ ''+ C.B. 1 QI M=89,Z0 STIZUCTUQE : 4 ISLAND FI LL I HiC STATIOH/SI.IACK SHOP NO CTA2BAC,E cT21 JDEf ) (, PONE TS CONSTQUCTIOIJ SHALL COMPI.Y C g z� of , ma's- C 1. ALL SEPTIC SYSTEM OM IJ I IJTS 10 �M 15.00 - THE STATE EuUlf?OtJIJIE1JTAl- P ESTIMATED DAILY SEWAGE FLOW 310 i 15.00-TITLE 5 : WITH THE 12EQU VEM OF 3 Q AVEMEHT �IOx10 TEST NULE�1 � ° � � � CODE. TITLE 5. Q (3W CTAL/DAY I SLAIJD) ,l ISLANDS)= IZ00 CTPD Z MIN. OF / TO k,. 4SHED � ,�. Z. ALL PIPING SHALL BE �lATE1ZTIC-�-IT �,� �� i '• QESEpVE AREA '' Q SEPTIC TAWY,(310CMQ 15.00-TITLE5): & �, 2 Ir _ � S-�, (TYP) (IZ00 CTPD)x(L5)- IS00 COAL. LIgUID CAPACITY ' '� ALL Arc 1�.I i . I 'YI 'T T 1 ,� 3. THE DISPOSAL PITS ShALL BE VEIJTILATED THIZOUCTH THE BUILDIWCT SEWER O U 0 0 ES HOLE USE : 2,000 CrAL. TANK \ sr - � i • �. TOP=87.5 Z i - 87 5 .BIZ 0 M o n n o o ❑ q LEACNINC� AIZEAS (310CMQ I5.00-TITLE5)= j< z 109 66 / ELECT. METED DIS- T 1 APPLICATIOU 2ATE: BOTTOM- I.00 CTAL.ESQ,FT. ACCESS MAUHOLE COWWECT SWITCH � SIDEWALL-2.50 C�AL/SQ. FT. ,0 3�4_ , y2 ° 0 o a n n n n ❑ ° �3/4- I �2 ' 4 _ IZ,-Z• % - _ _ ACCESS MANHOLE h � # \9 WASHED o o Q n o r� ❑ o WASHED QIM= 9Z.7 1M- 92 O- ` PQOVIDED BOTTOM AQEA : ZZIo SQ. FT, (ZZ( (gAL.) TEST HOLE 1 TEST HOLE 2 (PERC) STOWE_ 571 4 IWV.- ELEV = 92.0 ELEV•=�2.•5 (ZMIU. PEI2 IWCH) 0 n � d n n r� ❑ ❑ 85.52 I 4•IIJV.= DISTQ1BUTIN BOX SIDEWALL AREA ►�5 SQ.FT (1037 CTAL.) - INVS.(IIJ)=B(o.15 I ---- n o =3 o a cz o ❑ ❑ i T.N. 85.52 - - r s TRASH �,, TOTAL SYSTEM CAPACITY CIAL. DAY �31.5GPD LEACNIWC� PIT iv '� 4 I1JU.(OUT)=85.98 ► •�t ( ) FILL o ENCLOSURE t •�j� ap m _. 2 I 2 0 D b O O O O [7 ❑ ,. o � - � - cus-roMEe sE2vlcE AQEA 81.5 � BOT s #1 S •� c (AID TOWED) •° 4 -� 4,_0„ �,_0,. 4;_0, •' ��T O.W.#5 ' N t€ _ - ` - - 6 111 SA0 •( DIA.) �0.50TC. , 7 Tc MED. SAIJD } 90.0o a.c RAMP 90 �i >3.c. . n :. 1 _ S W/COBS forLE s f r 7 w co i 7 a „ . . 8 MAX) �14�MA�� A C H N C�1TC N BAS I H " � I7,9*V=l~- AV s \ (I a L E , � I D E T A . , . 0 10 L y r+ 1 CALF ti �" I T TO S WAX t7 /t ? " 00 C _ e IZ ° Z cry a� a, fJ 0 �_, . 13 13 0 IJ ... a CL o _xv t ° ` P.. C�OUfJDW EQ (,�OIJUDWAT� 5 - � . 5 VISIBL IS &, EXISTIW SPOT VADE. 92 Jr?, I o \� 8�.9 P e6 ` w ED SPOT .a re QOPO S �A►DE. y PEOCOLATION TEST AWD OBSUPATIN TEST HOLES WERE PEQF0t2MED OW % - --�' U Wi I T OF PAVE�I E fJ T LE C.B. ° Y 5, 11 5Y ALUAWDEQ B• 7UKIMAS OF CTALE. EkOHEUIU4 CO. IIJC.�AuuAQ 21M=89.00 "' �- �@ y m � � � AD WERE WITUESSED BY WAWCY LEITNEQ OF THE TOWN OF BANSTABLE _ SURFACE FLOW AIZ(ZOIrI/ } 0 1 � 3 - Z4-7-3/'4' � PT. (APPLICATIOIJ"'P630k) SED WATEQ kill 4 g_:, d -o7i T �s HEALTH DE 9071 T --- 3 PQOPO ,50 T.C., I9o.Zi a 89.90 as:+a �c E T IWV.-8b.54 90.2t6` �, � "' ' J �r � P20R�SED ELECT(ZIC TELEPHONE ik ACCESS MAWHOLES �%.7i r _ �` FOIZ COMPUTAI(}N OF ADJUSTED HIGH WOUWD-WATEQ LEVEL SEE ATTACHMEUT -CD -C D PIZOf�OSED CAIJOPY D Alu - - SEPTIC TANK 6. A SHEETS I OF Z, AIJO Z OF Z. Q d (SEE DETAIL) " . _.. 4 STOQACrE, PAf ' ` Z7' F 4, PVC SCH 40 S=0 OZO S v 4 Q €° �\ REST 9�F, e 00 I =1 .84 - •? I \. g . W � C.B.-CUT IWTO EYISTIUC� ` - f Fl U. FLOOD ELEV.-90•7 Ihm F DINW LIWEAt N t r SALESROOM I M-84.00 2 � e fi E .., .< ° 13 J .90 B4.50 . e . g 84.00 s.. 90.0 90'71 T - - _- 4 i --- - _. d 9G'00 90.00 90.OQ \ f \ 90.2I P� �- . 9021' P� x n ' 90.50TC. p 87,79 TC r -_ 9C',7! 90.7I T G)0.00 87.29 FCC ' 90.71 T �0.i I13 c� r - 90.21 f. -_� �0.2 i r3 x WHEEL_. I i ,�90 2 EAIJ OUT ' CHAIR I ( i� EXIST. DQAIu , 1 - ` R ' 156 OF A- CD PVC, SCN•40 � � � � Al m\, w Az CD I WV= I tJV.=85,34- ly ° \. 88•46 a { b = - 90.00 90.00 90,00 / g0.o0 90 00 ' 1 3 ' =� -C - r I 0 4.0 15 /8 (5 s � - - ---- ------ - - -A2LA CANOPY C C• MAT - - - L A D S C. A P E \ 4 �, M r �- LEACI-IIWf� C5. (SEE DETAIL) Q1tV1= 89.20 89.78 k 90.00 ,�` g9.7 89.(0 89 40 6 C 9 : om - ' 411 ' �0.5q TIC, 90.00TIC, 90.00 - o �0.50 90.50 Ti _ i 90.00 E3.G -� 90.00�G �X T. ., s .. ....�. - z a 94 ' a s*ti I t, R GR,4 .�a S A E4 91.90 TG. 91.ZD 91.50 T.0 , "-• "•'"` - - " --� -� �� C 9 41 O B.C. x 9 0o b e s 1" { ' 4Nft `It /Aw, '° ? �: � �lA5 S` A; "#IFA AS Ci �, �-�.�.... . -, ,... ,.,- ._._.,.,_ ..,, .--..... . ... .. . $8.y3 B.C. �' p <0 __...... . .__.-_ . __._._ � 93.29 T C� 88.44 T ,; .� f.��r.C>A}4'19R'�Nf1 T DEL E`ph�+�iwi1'�E ` 9Z.796.0 CL�Efi'tGN � ` e: 92.02 B.C• -__.. _..__.__ q f _. ,� �._._ �. �� °. . ,.,_ Q . _: .. -... ._ . _ _..,, ,...... . ..- -��°° ate. q w_m g$ ( e kv �- i 1 9 _. _._ . u t _ CO RIM 87 04 CAPE COO BERM 93 6.7 p 0, R 7 , 11 ROUTE /� �` REVISION S DATE BY Hill MF° ' O t F EDMUND Mobil O i l 11 ( PUBLIC - 200 ' WIDE - 1952 ST-,4TE HIGHWAY LAYOUT ) ` ' �' Mark�tin9 a Refining D►vS:i«, u. s. �►TKINSAN � Marketing Operctions Department a No 16243 1n Fairfax, Virginia 22037 CAPE COD t� l��`` +' ' ----- - CAPE COLS 8ER�t � 0 � . _ ..__ . SITEPQO MENT E'LAW z d P - - 1449 fZOUTE IA32 " m µme. , C.! RAM _ 2- - - .w. ..w,.__ -- __a - w HYAIJu M t�x_ ' h'tclt�lL 7£ F t1 r1fk RrY ` ...._..-__.__._. m 3. _......_. _ _._,. _____._ ,.x - - ___..... ,,,� � � •� f . :�' �, � \ DRAWING NUMBER REV_ CJNI? 14Rttt1l� ? TLPd Fr'AfJt1A . I - 1 -._._� ._ ...___.__. 1 VrTz, . _ _ _. _ -__ .�. �__ �_ " 1. Pl _.._ _ -,� ___ _ __ - _ _. DRAW N __. _._-. _-__ y , ^ . .-,.. . _.• , ...-- _. ..��""""'. _ .,.� t - .,,.. _- __-.._._ CHECKED AST ZITILIrY POLE -- �8'S7 I DF I r' s /O I REVISED BOT ELEV. OF pISP054L 68. � T SHEET NUMBER SCALE � PIT ADJUSTED SYSTEM CAPACITY 87 E DATE `.� JN 38500Z �o \ 97 . 47 �A �� ZONING D/STRICT; Bus/NEss (� (` • -S TAKE,� 9 6i _ � , BENCHMARK: ASSUMED ELEVATION = /00.Ck9' - TOP OF A/ASSACHUS£TTS %P HIGHWAY BOUND LOCATED 91.40' SOUTHEASTERLY FROM r THE NORTHEAST PROPERTY CORNER.�p L /GN WOODS `Q F � -p o • G V\� 100 . 2 /00 2 98 5 GJ9L GONG \o �0 95. 1 3• / 01 01 OJy 96. 2 u 95.0 a` ` \10� e. LIGHT WOODSV. ►` CS R/M=/09.66 �. �� ,� _ s. n o 94.8 92 • / GRASS AREA 88.7 �G 99. 3 9P•5 ,EY1ST/14r,,- .5.50 �.4L. S/ALE A/,4/777 4 STEEL Ma D/L STG�PACE TANK TD BE p STAKE-y.• 94 . 0 SPOTLIGHT ON UT/L/1 Y POLE ,04WaTOE ` 260L,4C6D IlPlr lA /,G� 17,4Z 0 (sErJ 93 2 ! '/BGE dY,4L,G F/Bf2l�L.4SS FUEL D/L 90 3 m 93,15 re. 1 ,4 9111 B.C. t 90 9 B.C. *STOP 5/6N b \ 9P66 B.C. Co RIM : $3.59 GREASE TRAP t d' A =80. 1\ -BITUMINOUS CONCRETE CURB MH R/M=9/.46� (---/NV. - 8.8 " hti %INV. / \ INV.=90.I/ �\Q I / cn 0/8 OAK \ 4 C. / ,� h I 9150 B. VENTS /w , I_ ; y 9/.PI7 /NV - 89.3 �t CONC. ►. SEPTIC MH_ I RIM=9/.04 9/ 05 0/8~ OAK 1 f / CB �:h Q �- 1 � �,. i COAC. PA PAD B/TUM/NODS CONCRETE PAVEAENT �c �� SEPTIC NH a h Q i ` „ /M=90.94- �� , ��r n � � �►� 0 /D�D0 I�'S/ ► /NV.=B9./ �� /5 PINE O A o,(h Q \ O a � `O 1 1 l UNDERGROUND �O �. CO RIM r 02-5/ STORAGE TANK VENT PIPES B j r% / Q Z71 Z /P INV. r 80. / w V --9/.52 i W > �� / /P"/NV. = 80. / 3 H 992.37 " AST IRONVEN tP/ . m ! EX/ST/�l/lr /,GL�lT.4LL0�t!SI)WL E I ►x� (' 'fir 0 0 w h srEEL l�gsrE Q/L SToe,4C/E UAW TD BE I.F 1� Cp e� � /, �, ONE STORY MASONRY SERVICE STATION I Q r " � �'.Y ` _ ' y STD,C,4�E Ti4.(//C 3 x"'} : ` ;., Y ti CB RIM = 82. 83 u i n \ " __---__----__ -__- --__ - / _-__-___. - - / e i ... _ n v 5�� /D_D„ �u :. :� I „'° . fi �!�- /P /NV.=80.0 V COi ---- - ----- - l00- - ---- -- "�t-�- J PLANTER 4 t p /P D/A. h ZD-Q U 87 STEEL POST L ' 1 CIO {1 �. -� BOLT(SETI ? ? O FINISH FL OOR FINISH FLOOR Zi V '� ( .`` •� • r I •\ �' m AIR PUMP j J v Li ELEV = 9I. 64 ELEV. = 9/.77 •�� 1 & e �p ap m 2 (AT SERV. BAY) (Ar OFFICE) ROOF 0 Q3 m q \F q V c� \ PLANTER ( '�`' (, ' '. 1+ CONC. 9I. 39 APRON CONCRETE`S S/DEWAL K I t (' __ CB RIM=82.99 9/ 6/ T. �' 9/ 6/ T. /2"INV.(SW)= 79. 8 92.58 CE 91548. 9/ /4 B. n-js `, ,,,. ` ,,�'� 83� �/ /2 /NVYN£)=79.7 CONCRETE PAD gCRv1 - CONCRETE PAD .19 ,pr ATE 6191-18 I 1 ti �• V ° a ° 9/ 4 8�-/�.¢ 8-1�4t_68` � / OVERHEAD EL EC TR/C a TELEPHONE cl -LIGHT POLE / �" o� ° 91.34; T. rA, 9/. 30 (TYPICAL)B. c., y WELL l � �-- •, Q ' o �. o, 9I-6 7 SME 1 141AZL /C/BE04L43Y CA4SOL 1,,41E SrX4CE 7,4XULS TO /BE �o Q m ti / ,- .o -p (� (� (� �, \, `Z \ ,2/E,(. OPZ49 �'l2,EPL,4CED A11TA 4! WE /2,OQ� 6)rA.L. ARID �`� b ` h \ THUD /D,Q:Y> C,4,C. GY)L/BLE AIAZL F/6E,,04,1,4S5 -/NV a6.3- p h �0 84.7 44 W �,4SQC/d/Lr ST0,24 ,E T,4,U,C�S. 29 ' g'f �-� 8 8 4.0 2 B/rUM/NOUS CONCRE rE PAVEMENT--_. = v 9l•90 O O -BITUMINOUS CONCRETE PAVEMENT----_ vp 2 DMH RIM 4 NV. (Si) = 8/. 5 92 88 0' l /P�� 79. / I M /2 /NV.(SW) z78. 8 9 , / \ .� oj' /8''INV. (N) 78.5 Gi 5 J r� % 1( 90 / / CONCRETE LIGHT 6 r \ . 91- 90 BASE c mac► 2 89 87 OVERHEAD LIGHT J 9/. (TYPICAL) 3 1 M 84 8 84 9 0`� CB RIM s 94.j4 �f cy (rYP/CAL) 0 LIGHT POLE ON 7 - w �' \ CONCRETE PAD ----` �� CONCRETE BASE 90 . 1 o� N�: � N h --2'WIDE DRAINAGE EASEMENT a \ 9/ 70 b 89 .1 O \ 9/'4 2 9085 h -MOBIL SIGN ON --2.00 4 93.P27 BC• CONCRETE BASE 94 50 T\ _L/GHT POL E j _ 0, 44 STAKE(SET)--�! 93 83 B.C. - `-•' ..... •' �.;... 10.37 BOLT(SET) 84. 32 8J / / 93./3 B.C. PROPERTY LINE 9I.35B.C. 89 93 aso 94 5 SHRUBS gl 86 6 C N 62"- /7'- 37" W --_ tea+ P 304.05' 8 9. 8 3 �� 85. 3 1 K_. 6� /2/ HIGH FLAGPOLE L O� F 9/ 7 9� \ SHRUB 0� _ MULCH 9 SHRUBS Z GRASS AREA GRASS AREA V' 4 / HIGH EXIT SIGN 4 / HIGH ENTER S/GN \ o`F.Qy V 92 6/ m O STREET S/G.V m 0' a, J' 86 4 DM_H RIM = 87. 30 d �o F � J � a \ 92 O 91 c' c' 12"INV. (NW) r 77.2 q N cp o 0 90 6 �' Z, Z, I8"/NV.(S) = 78. 0 AREA c c, / /8"/NV (E)r 83. 4 GRASS y c9 94.4 E O18 < /2 " GAS / I2 " GAS 0 " Li INSPECTION SIGN S/GN INSPECT/ON S/ON /2„G /2//G _ /P"G yoy /2 G A m /P G / UNDERGROUND TELEPHONE MARKER UNDERGROUND TELEPHONE " /2 G /2 G 92 90 •O '�� 88 . 37 UNDERGROUND TEL EPHONE ti ti T UNDERGROUND TELEPHONE MARKER T ?� r T - BTO T 5 6� --- T T r w r a r A c*1 DO NOT PASS SIGN O ��-� % r T UNDERGROUND TELEPHONE T 0 4� 9/•O 90 2 r T UNDERGROUND EL EPH NE r p% T T l8' DRAIN I8"D 0� �- Z J - o 4 - n O QL /8" I I o� `" e 8 C 05.77 /5 " DRA/N *e /5`D CAPE COD BERM 95.22 '9 BC 9/73 B.C. 90*63 T.C. 88'7/ B.C. 88.08 /2 D 86•/3 85•26 93'92 T.C. 2 \� 90 39 B.C. CAPE COD BERM CAPE COD BERM 93 67 B.C. Q p Z CB RIM = 8704 : - CB RIM = 92.60 Q /P"/NV (W)= 77. 6 No. R E V S 10 N S DATE BY CHKD MF o ti 6"/NV. (SE)= 88.8 .. Mobil Oil /2"IN . (N) = 87. / ROUTE /32 /P"/NV.(SE)�77S �. 2E1//SED To 2EF,LECr �j�EAg Marketing 9Refining Division a U. S, 92. 67 /S /NV. (E) = 86.9 87. 22 ",�'E,Q,YEs D�JZ1BLE b .4LL T Marketing OperatVirginia Department Foirfox, Vlrginia 22037 II ( PU B L-PI C - 2 0 0 ' WIDE - 19 5 2 STATE H/GHWA Y LAYOUT ) F/3E4;t4-LASS TA/X o D/ti1E�uS/O�c%5'. il) jAP.40VAA0 TAAle N 0 CAPE COD BERM LG�'�1 rl, rW PL/1!V 90- 35 B.C. 89. 27 B C. 87. 50 B.C.CAPE COD BERM- . I 87. 04 6t C. B6. // B.C. 87.94 � 14-49 ,2DG/7,_E /S2, 4/Y,4,UN/S, ,t-44 UNDERGROUND TELEPHONE MARKER CB RIM = 92.59 „ DRA JNc NUMBER REV �_ 4 GAS " _ 4 GAS DRAWN �'�[ _ 4"G ,q T D/- 4"G - 4"G CHECKED_ B 4 "(s 4 G _ / r/O' SHEET NUMBER /2"/N V- 817 4 G ur/urr POLE- T UNDERGROUND TELEPHONE T S C A L E 'UNDER6ROiUNO TEL EPHONE TERMINAL STATE HIGHWAY MARKER STA /02 +PP ' NONE T � T T .- T G� T UTILITY POLE 1 T r E T T - E dl T T - -- "' T T OVE EAD E ECTR/C B rELEP,'JNE DATE )''�T !_ _ ! o f I ELECTRIC & TELEPHONE a , 93*GL E a T SIDEWALK 90.71 T ACCESS MAMHOLES TO CTQADE. QI M=69.8 PAVEMENT EXIST C ,pE, (LgWp ,gpEp ACCESS MAQHOLE. TO FINISH DE Lk' \ - CURB CTQADE-AIMS VARY CTD VEfJT To 20oF " , , SEE PLAN °\ LEVEL LAID 2'"M IQ OF I/8 TO 1/2 8 EXT12A HEAVY C.I. ?--- :,? ��:� V FOQ LET AT LEASTZ SKALL E TYP INLET `�.�� 27' OF 4" PVC SCH 40 S=O.OZO --- ,".� a . . .;.•; ( ) WASHED STOVE LOWC7 BED t CL C.I. TEE ., 44 OF 4 PVC SCH 40 (ALL AROUND) y - S.= 0.010 - - !QUID LEVEL R 4'IIJV.= 4'I�1V.=86.84- -- 4" I = ta59 _L 4„PVC_SCl-i40~LENT-TH SLOPE. , , - UV 8 ... _ N ,4' 4"Il•1U.=81o.15 �2 w1 ;,i SEE PLA :r n o o ; c❑ q• o :.• OUTLET TO , -r 4' 11JU.=85.�8 A"I UV=85.5Z ; D1ZYWElL ®�\ �} o ;. ` ;.. :,. a o Ca En n cm r� C373 o' -y r V „ M 8"EXTQA HEAVY C.I. PIPE ;� DIST21BUTIOQ BOX 2/4-1%Z n o Cn » o o ❑ a' WASHED ' a 0 C3 1=1 0 CO C3 C3 a �'POUQED lu \ Q _ ( H-ZO LOADIIJC�) STOWS 4- I PLACE COI.ICQETE 8 SOLID � W 'DO HT CCCC2Q'E BLOCKS W FULL MOQTAeED JOINTS, �� a n o cr rn n a ❑ 1 d�� WASHED S HOOZ. AW VEQT. YLASTEQED INSIDE ` ` �' \\ PQECAST COQCQETE STOVE ti a ra C� C_I o o Ca o a -� OUTSIDE.;OQ QED EQICL MASOW12Y PLASTEQED a� -_ 2,000 GALLON SEPTIC TAiJV, ON IIJSIDE. P02TLAlJD CEMEI.JT M02TAQ � ��' E _ "qj BOTTOM EL.=80.oz ''� ( H 20 LOADI ucT) �SED SHALL COLISIST OF i PAQT CENIEI , I, P0 IJD CDlJC;QETE 3 Z PAQTS SAWR CEMUff 50CK, HOLLOW `\ �,� 3`O -p C00CQETE,42 CJWDF.Q BLOCS MASOW2Y ,� •�. �� F �` (DI A. z MUST UOT BE USED ` m '�' L E A C H I }J CT _ PIT uoTE: SEPTIC SYSTEM P 2 0 F I L E H-Zo LOADIWCT GZ �4L1NP�lAT�R C( 1STQL1CT10tJ SHALL BE IIJ ACCOeDAIJCE WITH THE MASSACHUSETTS � 4� - e: `�t�� •. IJO_T TO SCALE - EL.=73.8 (ADJUSTED) FUEL CTAS � PWMBIL4 COKE. ' L A W D S C A P E. ,�' .t :°. � C�ASOLIHE �. OIL SEPA2AT0 �_ �� y �a � A Q E A , :tip .�. DESIC-ftJ DATA DETAIL STfZUCTLIVE : 4 ISLAND FI LL I NCr STATIOH/SI ACV_ SHOP(QO G•AQBAC E 00WDEl2) 0 TS TI �1 S Y M.H, * 21M-8c).4 1. ALL SEPTIC SYSTEM COMP WEu COWSWILIC 0 HALL COMPLY # \m WITH THE QEQUIQEMEUTS OF 310 C M Q 15.00- THE STATE EWVIQOUMEIJTaL.. P M N 3 ti �I M=g4.g t1c;X1 TEST HOLE 1 E5TIMATED DAILY SEWACaE. FLOW(310 CM1215,00-TITLE 5): AVEMENT 0 (300 4AL/DAY/I SLAWD) 44 ISLAWDS)= IZ00 CTPD CODS TITLE. 5. ESEQVE AQEA �Q ( ) 2 ALL PIPING SHALL BE WATEIZTIC�I-IT Q SEPTIC TAWY, 310CMQ 15.00-TITLE g : L Z"Mlk OF VS TO �2 ASHED t i I 1 I-�- (TYP) (1200 C•�PD)x(1,5)= 1800 CrAL. LIQUID CAPACITY � �57OHE ALL AvaijID i . IOY10'TEST HOLE 1 3. THE DISPOSAL PITS ShALL BE JEIJ•TILATE.D THIZOUCTH THE BUIL.DIW4 SEWER p # - USE : 2,000 (TAL. TANK LEACHIWCr A2EAS(310CMQ 15,00-TITLES)= 0 0 D C] O [❑ C] ❑ CI / ELECT, METE24 DIS- T #1 APPLICATIOU QATE: BOTTOM- I.000TAL./5Q,FT. O I a n C� C� [� O C] ❑ a 1 " ,I ACCESS MAUHOLE CONNECT SWITCH-� _ _ __ _�� °° �� SIDEWALL-2.50 GAL/SQ. FT. 3/4_ I /Z s QIM- 9Z.5 12'-2 - - ACCESS MANHOLE , /4_ 1 �2 �Im= �Z.O- • '�� . � # WASHED o a o r� o 0 0 o WASHED PQOVIDED • BOTTOM AREA : ZZto SQ. FT (ZZ( CjAL.) TEST HOLE 1 TEST HOLE Z (PEQC) STONE d IQV-= 1. " STOVE T 85.52 -- 85.52. � DISTOP>UTIOU BOX ° ' , SIDEWALL AQEA;44 5 SQ.FT (1037 CTAL.) ELEV= 92.0 EL =�2.5 (2 MI Q. PEIZ IIJCH) a n n o a n n o ❑ �,IWVS.(jW)=8G.15 ria j �+'� TRASH I I a s >a o c� CM 0 13 ENCLOSURE _`V l+'IIJU(OUT�=8598 a TOTAL SYSTEM CAPACITY=IZ63 CIAL./DW ((31.5 GPD/LEACHIuG PIT) FILL = oo , a0 2 2 as a o » o o nn CUSIOMEQ SEQVICE AQEA - = FILL 3 - --- - - -- B07=80.17-MHA31 l (A14 TOWEQ) % # i _o _ 79.97- M.H*,2 O.W. 5 � .�M.H*3 - - _ ° 5 S If I 4' 0 . . 90.50 TC -9 �' ` ►r 90.0o e.c. RAMP ho.71 T�. � � 6 IVIED. SAIJD 6 MED. SAND .( DIAL) . , 7 / BBLES 7 U(/COB6LES MAX) (I4' D - � 8 Cl a MAC� NUELL , :e M Io 1O DETAI L WOT I1 TO SCALE h 0 , + _� 4 7_ It'. a r39.501G� " " IZ IZ , _ g a9.o T , 13 ° s, - - 13 z o - , 14 60 ATEQ I - lk0 WATER M44 bf�YUJ!✓LL utJDw uuD L E C� E N D __- ( ) 15 VISIBLE 15 VISIBLE i `�.. S''I►LJV.=55.30 �' `� � ,; I I b g 5 IJ� POT 4-QADE. Ed SPOT n PEQCOLATION TEST AWD OBSEQVATIOM TEST HOLES WEQE PEI2FOQMED OKI BADE g C.1 . 7- i �A1JUA 5 19 X u A iM lu UNIT CIF PAVEMEUT ro , QY 87 ALE A B. TIZ K AS OF GALE, EI�CTI HEEQ LT CO. 1 UC. SU12FACE FLOW A i -QIM-89.00 s � AIJD WEeE �WITLIESSED BY WA�1CY LEITNEQ OF THE TOWN OF BAQ►JST BLE Q OU/ J 3 HEALTH DEPT. (APPLI I ) Ep WATEe 90.71 T 90.71 T �C P 85.50 T.0 CAT Ot`! P(o30�� nOPO S A 85. BC \ 4 1WIl. 8 .59 �30.21 B 89.90 E�T E T PrLO�SED 1 1z of ELECTOIC TELEPHONE g'pF I x�L ACCESS MAUHOLES �0.71 T a - ra � \d FOE COMPUTAIOW` OF ADJUSTED HIGH (ROU04ATEQ LEVEL SEE ATTACHMELIT - - C D -CD - PQfX'OSED CAu0P�1 DQAIfJ S=0.O10 I O.DID AIMS=89.8 --` SEPTIC TANK 90.21 >3 - - - - �� A' SHEErs a z z of z , VEalT� 4''>;►�crv�uT- (SEE DETAIL STO A E. +c'• '� 3' L1C� M.H.C-1Ar-,OLI UE 3 OIL SEPA�AT D>2 1 1, 2? F 11 PVC 5 SCH a I I 1 110 989.55 KIV LI r>.J)•�.75 -0.420 �� ST S �9 E4 �",j Itu (Duf)- g5 �F E 3 1 - �• IU1 =�.8► COOLER. x k" (� I2ml U # 2�sQ „�YY !X/TY15104 4¢6-T- TE,Cf gam: M : I F" a077 a {21 L �.�f i4 /M�l1`�!�EE!'3r9N I A_ a - , e UJIf/ G�QA I FItJ FL00 ELEV -9 1* .:. c I Q - 0.7 - a' --' -` : " • �CL SALE SIZOOt�II O�(1C2,ETE J > --- - - �8990 ." � � - � °� �+DO � MU4TilR I 9/DES (64,50 T: 90.00 90.00 `)0.007 7, T 90.71 T 90.00 90.00 9pA0 / - ----� -- ` 90 z I �� 21 X; \�-- X _, PRf c�7.sT r�frcEo \ 4S �c ° m \ s - 6 c� - - CITY✓ ZT CGtNE % J ��o.5�rc ACGE� M.H(D12YkJ1✓LL)# 90.00 BC PI N►, 7 / r^r _ c % gym 87.79 TC I MU�/YTS- 1 ,7 T 90.() T a` m 90,71 r p 90.71 T O 00 87.29 BC f =0. ' �o-z1 `� WHEEL �o:Zl-e� l .zl>3 ,� M N �pLl E /rY ' CHAIR '�,. � �,1iuv 7 II �� F�aw c.o. C.o. co. _ � �� 01 �,4TOQ �� s�E�z,vv I ry RANP ) 2, GF Q Cp �----� CD i _ �lM� e4.S , O -- --- - ----- ! OF _(� f✓C S�N4410 5= U VENTS r v 8 1 n111v) gl 1 iyorv-s��irvr IUV- `• �C�4,c1 IJT CCO 7 VP . _ 88•I}(o � � ' � 4� _s � � � ) I(n- S �� X NGZ S.O.DID 0 ACGFeS M.N-( LIuF_ ' �o.00i�" �000�, 90,00 ,X' �o.00 9a - Q'XHCI V�tJT �QhD - 9 - - 90 �__ A'Ajp OlL SEf� QA t� 21,M=V�(��4 �� I ,_ ,_ I 3 ,_I II i �_ Q-p" I'-�' 1° 8 M ) 9� I I (0 4-0 20- 0 4 0 15 /8 - 24-7 /4 I5 /8 --- - - 4�0 2 0 1 , r i- - - ---- I - .-I-- - - I �j I UV CLOUT)=�. �Z --_: � ACGE� M.H �_ YI�JIEL.L)0 .3 �¢��E`y 8 - - Arzt:A CANOPY T COI3C. INT r _ *A Sep =, I I t\I (�� / C.g. (SEE DE-TAIL)# 1 ' tj L A u (15 1✓ 1 I L Nl}T,E- r9L G9TCh' .SAS/iYS Sh'/�LL �ET T�,E (�I M= 89.20 ) .Q�QUirr' Y7S � AYE Towry a4: -- �` --69-40 BAQAICS7ABLEGFi4F'rMEM Cl��/BG/C fhZf'S a � ! V.= Sao.03 � 89.78 ` _90.00 , 8y 78�' *4_44 m _ -- _ems gy s RRECAST 64ONC. C47C& d ASIN DEZ41,L 90.50 TC, ` 90.00 90,S�TC. c)0.50 TG 90 SO IC 90.Ob - :� ` _ G. -� 90.00�C -� 90.00 BC --- �0.00 BC _. )0.00 6C . , x k ,. �„�.. ,... .. .L.. a. s b \ ° N 40 n_ 91.90 TC, 91.Z0 91.50 TC I 9100 B.0 s �1 4 ' `: c , , vr'cf. . r kw , f • A; 9 Z - _ , ...___ e _ i I r � V a w - � __ CA�W4- COP .5 rc f % � -. F t Gale Engineering Company Inc. �Q ENGINEERING COMPANY, INC } ' 8 School Street P.O. Box 21 Weymouth, Massachusetts 02189 (617) 337-4253 ROUTE 132 I " �N OF r � � Na REVISION S DATE BY H(D MF EDIMUN � Mobil O i j` ( PUBLIC - 200 ' WIDE - 1952 ST,4TE HIGHWAY LAYOUT ) _ "� r Marketing 8 Refining Division - U. S. �. ATKINSON Marketing Operations Department No 16243 H g P D Fairfax, Virginia 22037 CAPE 1 - _._ _ . _.._ SITE IMPQOVEMEWT PLAW a ........_. _........ ..,. -- _..... ",. ""_.-.,.,. .. _ -....."... «.. _ sv.».._....-„...n«- .wwn..... rw...,_...,w...,�,...,.m,......„.........:...�.+�w-,,,,»:.-..-_._..,,_,r......>w"..rne .:..�m...amo-,....,��eo-....raw»..,-saamn.,sw°...»,....,,.,::..."..........ry-............,..w»m ..�-:r.,.ws_ �e�,�T�y, .a+".-„'W` �sssam.»..m�:«.,,«..,,...«.... ... _..-...�....._..._,e«,.- ».,,...w p. - % ' ° �� H YA u S MA. 7 m m DRAWING NUMBER REV. DRAWN _ _ 6jT_4L1?_y POLE I 1 vA>zD �� l-I t I F� CHECKED IV i SCALE s �O SHEET NUMBER REVISED BOT ELEV. OF PI. 05AL �, 68 P174=LISTED SYSTEM CAPACITY 87 E T DATE 5 1 •87 1 0 F 1 J N 385,)02 eJ `ao \' 97 - 47 s�x �� ZONING DISTRICT: BUSINESS (oJ '� 9 • -STAKE O (SET) -o BENCHMARK ASSUMED ELEVATION - /OO.OIP' - TOP OF AIASSACHUS£TTS �Op0 0'h' 4` � HIGHWAY BOUND LOCATED 9/.00' SOUTHEASTERLY FROM \� p\ LIGHT WOODS THE NORTHEAST PROPERTY CORNER. / V\� 0 7 98 5 /0 2 v - /00 2 o� G W �� 2011 Op �0 Q�OP q0 /00.6vG d°J� \ 96 2 �'� 110 LIGHT WOODS -� 51 � C 6 R/M=/O9.66 �� '\ 92 0 '� w J �► IN GRA SS AREA W 9 4 8 ,92 I �c,�IL\G 0� 0� 88•T J� � G 99 3 9 2.5 EXIST114C7 5__AL_) �A,C. S/M!jZE G! /-L '77 L 9¢ 4 > ca STEEL F!/f.0 D/Z STG)P44,E TfINk TD ,BE • / JJ p STAKE - • 94 • O SPOTLIGHT ON UT/L/TY POLE ,�E�l/D�'/ED •2 L,4C !•!//T A /� 0 93 2 4%VB .E W..44 F/6,6,041-465 , UEL D/LS70-A24�r',E TX i m 93'I5 T. C. ! 4 9 L'/2 B.C. 1 90 9 B.C. 90.3 f�� tea, •STOP S/6N 9 2 66 B.C. GREASE TRAP i `�d+ Co RIM = 85.59 b �1 --- BITUMINOUS CONCRETE CURB-- ( /NV- 8. 8 i f /P /NV. 80.! A /NV.=90.1/ /�Q I it O 18" OAK VENTS /lit 1 i 9/ 70 T. 2- 4 C /. ,�G� I - � 9/ 3 O B. I /NV.: 69.3 t CONC. ( y•p �� r I SEPTIC MH- 0 9/•05 R/M-9/.04 018 OAK .p Q \� -B/TUM/NODS CONCRETE PAVEMENT - I I �' I I 1 COA+C. PA PAD I ��'. CB a ha I 1 , 1 SEPTIC MH Q /D_O ��5 /NV=89./ I 15"P1 NE O \ O , UNDERGROUND �ry o f Co RIM+ 02.51 A � � � a � k STORA9E TANK VENT PIPES � BL, r., � - " ` ! .S2 �� E /P /NV. BO 3 92.37 /I 4"CAST IRON VENT h 9/.73 T. BB %s !2"INV. : 00. / 1 O 1248. 9 rk m EX/ST/.�/l� /G004,4000N �S'/NITLE !4/,4LL \� v i= '�� eC ( qf, �".�• o m f STEEL. W,4STE o1L STD,2,44jE TAN,I TO BE J In ,2L",(.fDU,EO�l�E�,4t'ED !�//Tf1,4 /GYM�,4L,lDN �� °'°' G0UBL,E !�l/,4L,G F/Qf2lTLa�S'S !�/,4ST,E D/� _ ( -- I I / '�u* . eel 9Q\ h 5740,,44E T,4✓(/Z M ONE STORY MASONRY SERVICE STAT/ON ( 3 i j �` N v 51 /. '-p' F. W I I CB R/M 82. 8 3 2 2 PZ 4 A/TER- O I I O O t _ I I � o� ,�-/P D/A. v v w0- - h ,20�-Q„ V 1 I I I 87-24 STEEL POST CIO oz O O tj J BOLT(SEV m A;R PUMP V FINISH FLOOR FINISH FLOOR j j Li91. 64 ^ Li ELEV. = ELEV = 91.77 aD m Z (AT SERV. BAY) (AT OFFICE) ROOF m h \ \ \ \ \ PLANTER w/ CONC. APRON CONCRETE` SIDEWALK _ 91. 59__. I I CS RIM 82.99 _ j 9. 9/ 6/ r. 9/ 6/ T. • l ` 1 -- ---/2"/NV.(SW)= 79. 8 VICE 9/ 548. �- - 9/ 148. - �� ,' �.r� `♦ � I-- ,5Ej1� / J"*� /2"INVYNE)=79.7 CONCRETE PAD gER _ 6 / � 3 ATE R - -CONCRETE PAD 19 � w I � 3 0 9/ 46 91•/B Q Q e I I � � e y � __ __- ' t J. _ _� �Z ��• � // � - �: -�T-OVERHEAD EL EC TR/C R TELEPHONE O a 91.6/ T. -LIGHT POLE 9/.34 T. /��" \I��/ CIOo Z 6 ,� :'� F ION / 4 9/. 30 B. (TYPICAL) 10 $ �'A h Q Z o b { \ � WELL E,f'/ST/A/C,- /D, ,8, . -o �z 2 Asir m ��.�. ( l�� j ; S !; Gr/.4LL /=/BEI�lG4�S'S' 4,4SOL/,c/E ST0041�E TA�C/!CS TO BE •q o, 9/ 6 7 , , =Q h�.2PL,4CZO WITf1 D /E /2,OG9 CT,4C. 4XID --/NV=ess+ oTuD /D" 1,4Z, ODL/BLE IY/4LL F/BEIIASS h 0 e`4-7 4< 'o s• .� 49. y � -----_ BITUMINOUS CONCRETE PAVE+�/ENT -- ----- J k Q j � � p I ryW � �o�-Q � m 8'3 83 84 02 CJi 9/ 90 k ea y Q ---BITUMINOUS CONCRETE PAVEMENT- 2 41 V I p DMH RIM = 85.26 , J 92.88 V 0 / 12 INV. (S J = 79. / 12"INV.(SW) =78. 8 G B j � 90• / l 0� .CONCRETE LIGHT /8'INV (N) =78.5 Z' �� A f 9/ 90 BASE c Z I : S- �-5� ems, j 91. 7 T OVERHEAD L/GHr-) 89687 3 I I ��( �� CB R/A/ : 94.j4 0� 'cy 9/32 B. (TYPICAL) Ci ! M 84.8 84 < _ LIGHT POLE ON -\ CONCRETE Q,rt D _ a '� \ -- r` CONCRETE BASE -Qjob / 90 / ; N i I N °' ,--2�W/DE DRAINAGE EASEMENT sue` 91- 70 00 B9 / U) h -A - 4 \ 9/ 42 9085 (011 • � -MOB/L SIGN ON � �,-2.00` 93.6/ B.C. 93.2T B.C. � CONCRETE BASE A 94 50 T\ 7 L/GHr POLE BOLT(SET) 84� 3 2 STAKE(SET)-�'!% 93 83 B.C. " 9/.35 B.C. � -- .. „ -'•=, _ _ _ TO.,?7` • r:, 93.13 B.C. PROPERTY LINE I 9 �. 89 93 o 94 . 5 SHRUBS 9 86 N 62'- 17'- 37" W v►a, L 0 /2� HIGH FLAGPOLE /L 504.05' 89. 83 8,5. ,E1 I �o� c,. gQ 91 7 Bc' m -- - - - - - \ SHRUBS 0� � GRASS AREA to =T MULCH 9 SHRUBS Q GRASS AREA J V V 4 HIGH EX/r SIGN 4 HIGH ENTER SIGN, 92.61 Qi to� is O 86 4 STREET" S/G a 92 0 1 DMH RIM " 87. 30 �f �kINV (NW) - r r r c�c o, � toi 90 '6 i 0$ c' �' 18"/N V.(S) Jr 70. O /B"INV. (E)= 83. 4 GRASS AREA c G y 94 4 !8"1NV.(N) = 77. 2 V 12 " GAS �E` I2 " GAS V -INSPECTION SIGN INSPECT/ON S/ON m ,o 12 " G /2 " G - O� /2" G cm 9P /2„ G �` - 12„G ` /' 12"G - - -- 12"G y�'L cr O 90 0 88 3T UNDERGROUND TELEPHONE MARKER F r w _ UNDERGROUND T TEL EPHONE T A 7' UNDERGROUND TELEPHONE MARKER Tr r 8T0 T H� - r UNDERGROUND TELEPHONE r / 1 DO NOT PASS SIGN UNDERGROUND TELEPHONE r a' O r r p -O r r 9/'O _ 90�2 r r d'-a Z UNDERGROUND rELEPHOW �y O " - a J 18 DRAIN - 18 D - 93.77 18" 9�. 15 DRAIN N S D 18 D CAPE COD BERM 95.2P �. 9/'73 B.C. 90�63 T.C. i/ �C T.C. � 88 ' 88•D8 /2 D 86•/3 93'92 B5•P6 2 90 39 B.C. CAPE COD BERM CAPE COO BERM' 93 67 B.C. � CAB R/M = 92.60 2 � CB RIM = 87. 04 /P INV (W)= 776 N0. RE `✓ IS10N S DATE BY CHKD MF Mobil Oil 6 /NV. (SE) 88.8 p /2"/NV.(S) =77. 5 -N I 12"INV (N) = 87 ! �- Marketing 9 Refining Division - U S. 15"INV. (E) = 86.9 12"/NV.(SE)z77. 5 I. !2E V/SED TD 2Ef,CEC T 92. 61 ROUTE /32 � 30 kw ABq q /e /NV. (w) = 86.9 "XE,�X ES "' DUUBLL G!/,4LL II 87 22 Marketing Operations Deportment Fairfox, Virginia 22037 o ( PUBLIC - 200 ' WIDE - 1952 STATE HIGHWAY LAYOUT ) F/BE2l�L,4S�S TA�(/� CAPE COD BER,b/ � �/ / J 90. 35 B.C. 89. 27 B.C. 8 7. 50 B.C. 87. 04 BC. CAPE COD BERM Z 86. // B.C. M PZA( AT14M 87.94 DRAAING NUMBER REV. UNDERGROUND TELEPHONE MARKER CB R/M = 92.59 4" GAS 4" GAS D R A W IN �i n_Vf 4 t/G 'UNDER6ROUN0 T£L EPHONE TERMINAL /2"/NV. = 81.7 4 G 4"G - 4"G - 4"G 4"G AB7- STATE HIGHWAY MARKER STA 102 +22 CHECKED_ NONE r U T/L/T Y POLE r r r r - FVLF T UNDERGROUND TEL EPHOA!E T s c A E 1 s /Oin ` SHEET) NUMBER EGECTR/C 9 TELEPHONE 3� E B T T r E B T T - E B T r - - I , E 6i T T - T DATE _ ( OF f _ v .� _ -- .- OVERHEAD ELECTRIC TELEPHONE / 2 9