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0981 MAIN STREET (OST.) - HAZMAT
�'b'l MI{ /lV sT2E E7-- 0 S7-F,-P-l/l� �� ` k Date: 197,05 TOWN OF BARNSTABLE pal �!qs TOXIC AND HAZARDOUS MATERIALS ON-SITE IN ENTORY NAME OF BUSINESS: �9 BUSINESS LOCATION: �� INVENTORY MAILING ADDRESS: ri TOTAL AMOUNT: TELEPHONE NUMBER: !�Do' 4m- 7,,?2v 1,110-K-g CONTACT PERSON: MaA+-- EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: i d e AIIJ s INFORI4ATION/RE OIA ENDA IONS: ire Oistric: ASU 0 s�iF4Waste ��ransporta o Last shipment of hazard ou waste: Name of Hauler* Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Law MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) __ Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides NEW M USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint&varnish removers, deglossers (including chloroform, formaldehyde, Misc, Flammables hydrochloric acid, other acids) Floor &furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers (including bleach) Spot removers & cleaning fluids (dry cleaners) s Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Page 2 Town of Barnstable,,-HealthHAZARDOUS MATEChemi IS: ❑ Zero Toxic Waste Materia❑ gty's>25 ibs dry or 50 gals d❑ gty's 111 gals or more escnption �F qtY umt of measure r ' I _ motor oil j 50 gallonsRaw _.. _ .-. _ _ III ll' vvva ' paint,varnishes,_stains,dy 4 gallons new lacquer thinner -""- _.___ - 0.5 gallons Windshield Wash 4 gallons ..__.__..._..____.-_----...___..._......_................_......__.___.__......._..._......__.............._..................._......_...._.t._............._........._.__..._._ t/ r Batteries 20 gallons v � v a (b aste oil _ 275 gallons _ a = I V� c.Flammable _ v 1 gallons antifreeze(for gasoline r coolant systems) 34 gallons -._.._ —._._.._._..--_-_-_.......__.._....__......._...___._._.._......._._._._ automatic transmis n fluid 29 gallonsQi�L m---- petroleum roducts:grease lubricants 7.25 gallons rn� VX)" 0 ..__etro__ _.. __.--_.._ _._ __. ___..___.__... .. Y 1 U gear oil 1 5 gallons W / a hydraulic ids(including break fluid) 1=gallons other aning solvents 0.5 gallons C1� ` aste Transporter: 'Cyn Oil Fire District. :Hyannis Last HW Shipment Date 5/3/2004 Waste Hauler Licensed: Yes D pburrR4 H avA (r -- A 3 a F � 3 ' r am✓ e �� o rn�C - Co" � � a OV � �•5 V o pew � ✓ I S 6u�,ia t;J vX Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS DBA: .Mid-Way Garage&Fuel Oil Inc. Fax: 508-420-9324 Corpame: Mailing Address Location: 981 Main Street,Osterville MA Street: .............._. ......... mappar: City: Contact: iMark Homen State: Ma Telephone: 508-420-7220 Zip: 00000. Emergency: Person Interviewed: Mark Homen ....._._.....__........._..........._.........._................................... Business Contact Letter Date: Category: Vehicle Maintenance Inventory Site Visit Date: 7/27/2005 Type: :Auto Repair Follow Up/Inspection Date: ❑ public water ❑ indoor floor drains ❑ outdoor surface drains license required ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc ❑ currently licensed ❑ town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir - ---- --- - ❑ on-site sewage ❑ indoor on-site syste ❑ outdoor onsite system date: 6/1/05 alp-Corporate Environmental Advisors(CEA)submitted compliance: notification of availability of the Phase V inspection and monitoring Unsatisfactory report for the release or threat of release.7/27/2005 alp obtain hazardous materials permit immediately,submit a contingency plan upon applying,cease and desist all vehicle washing with soap and the under carriages,record all transportation of waste oil to Meara Image and maintain records on site,open containers(catchment of oil)on floor,keep lid on oily rag can,use absorbent pads or speedy dry instead of cardboard under drums,clean up floor with speedy dry and dispose of properly,obtain msds immediately. Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials ❑ gty's>25 Ibs dry or 50 gals liquid but less than 111 gals d❑ gty's 111 gals or more x O R inn deScn tI0r1 _ lJnfit Of meaSufe antifreeze(for gasoline or coolant systems) 9 gallons _...._.____.__._.._. _T_.__...______...._._.__.._......_..._........_.........___......t.__._...... _.._....__...._._..........__..__....._......... automatic transmission fluid 2 gallons motor oil 64 gallons aste oil 280 gallons ............ .....___.....___..._._____.___...............__......................._._................_........_.._..._....... gasoline } 9.5 gallons diesel fuel,kerosene,#2 heating oil _ 525 gallons misc.petroleum products:grease,lubricants 23 gallons degreasers for engines and metal 55 gallons batteries/battery acid 20 gallons Misc.Flammable 8 gallons _.._...._ __-_.............___---___.__._.._....__.... __.__. other cleaning solvents 22.5 gallons Windshield Wash 13 gallons _ _....._..........___....._.._ _ ____..___.._.._....._..._....--_.__._ Misc.Corrosive E 5 gallons road salt 16 gallons __.-..-............ _.__ ........__. ..... _ Misc.Combustible 1 gallons Waste Transporter: Fire District: COMM Last HW Shipment Date: Waste Hauler Licensed: No a III Town. of Barnstable --____ Regulatory Services � �E�VED Thomas F. Geiler,Director SEp 1 9 2005 Public Health Division TOWN OF BARE ��,._:. Thomas McKean,Director HEALTH UEPT. 200 Main Street, Hyannis,MA 02601 - - ---Office-508=862-4644_ F_ax: 508-790-630 ""„ Application Fee:$100.00 + "'" 0 ASSESSORS MAP AND PARCEL NO. //7 7� DATE �- APPLICATION.FOR PERMIT.TO STORE.AND/OR UTILIZE MORE THAN III GALLONS.OF.HAZARDOUS MATERIALS FULL NAME OF APPLICANT NAME OF ESTABLISHMENT 1A l✓J y -�}L�9[s ��G ADDRESS OF ESTABLISHMENT £i i TELEPHONE NUMBER �� SOLE OWNER: YES V/NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: gfCf/A A d C,&t 9#41V; Ao® 04K j)q-1-F— PAi H 4S•TCofv/cCC- /h� 02 5 S /-16Srf77Fe S c)gelet4-G dro,�o ST£/�v, L 4 �-► oz IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. 0�('?`11<70 Mo STATE OF INCORPORATION lnf rsl FULL NAME AND HOME ADDRESS OF: PRESIDENT 41 C��C! jO TREASURER �i✓i' � CLERK SIGNATURE OF APPLICANT RESTRICTIONS: HOME ADDRESS ft!C'� C,46et HOME TELEPHONE# <-jO f- Y2 3 7 Z7 Hazdoc/wp/q ; • (,bt5 Date: �102610vp(o TOWN OF BARNSTABLE d_,, TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: k:� 6-d� ,a, i , ad BUSINESS LOCATION: 9fY_yt , -(f' 'V/111 1±4: INVENTORY MAILING ADDRESS: TOTAL AMOUNT: TELEPHONE NUMBER: s CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NU BER: MSDS ON SITE? TYPE OF BUSINESS: AW INFORMATION/RECOMME DATIONSr0 Fire D'strict: Imn' e iy_ I AI Waste Transportation: Last shipment of hazardous,waste: Name of Hauler: Destination: Waste Product: - Licensed? Yes No ~- NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite)/C'fo �Lj Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides NEW 2Y� USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine j Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers 02- Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint &varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor&furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): oL Laundry soil & stain removers (including bleach) Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS pow 4 fd oil OIL WASTE OIL OIL FILTERS ANTIFREEZE WASTE I`�,,, I Cry / ANITFREEZE lb GASOLINE WASTE GAS DIESEL FUEL W/W FLUID, ATF �D K I( 1� 5 t + I HYDRAULIC/ MISC. MISC. MISC. ,/ MISC. BRAKE FLUID COMMBUSTIBLE FLAMMABLE CORROSIVE PETROLEUM I` I (GEAR OIL/GREASE/ I LUBRICANTS) o ✓ i 15 FREON ACETYLENE CAR WASH CAR WASH PAINTS/ WAX DETERGENTS THINNERS i SEALANT CLEANING BATTERIES/ POISION/TOXIC CAULK/GROUT SOLVENTS BATTERY ACID wfill I-1 FERTALIZERS WASTE SOLVENT C MSDS MANIFESTS kd fbllbVv-up Ly Pam- appio-fim i wac + Roof �s v�vi � U ou As p " Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS ........ DBA: Midway Garage&Fuel Oil Inc. Fax: 508-420-9324 — Corp Name: Mailing Address Location: 981 Main Street,Osterville MA Street: mappar: City: Contact: Mark Homen State: Ma Telephone: 508-420-7220 Zip: 00000 Emergency: Person Interviewed: Mark Homen Business Contact Letter Date: .. Category: 'Vehicle Maintenance Inventory Site Visit Date: 4/25/2006 _... Type: 'Auto Repair Follow Up/Inspection Date: ❑ public water ❑ indoor floor drains ❑ outdoor surface drains 91 license required ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc ❑ currently licensed ❑ town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir ---- - - - - - ❑ on-site sewage ❑ indoor on-site syste ❑ outdoor onsite system date: 6/1105 alp-Corporate Environmental Advisors(CEA)submitted compliance: notification of availability of the Phase V inspection and monitoring Satisfactory report for the release or threat of release.7/27/2005 alp obtain hazardous materials permit immediately,submit a contingency plan upon applying,cease and desist all vehicle washing with soap and the under carriages,record all transportation of waste oil to Meara Image and maintain records on site,open containers(catchment of oil)on floor,keep lid on oily rag can,use absorbent pads or speedy dry instead of cardboard under drums,clean up floor with speedy dry and dispose of properly,obtain msds immediately. 4/25/2006 alp Car washing policy is in place,no washing of under carriages,facility is very clean and organized,contingency plan is posted at the cash wrap, metal rag can with lid is present and labeled,all containers are labeled with contents,absorbents are in place,waste oil is burned at meara image. Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials ❑ gty's>25 Ibs dry or 50 gals liquid but less than 111 gals gty's 111 gals or more descnp,;on „ qty pnit,o measure ',, car wash detergents 6 gallons paint,varnishes,stains,dyesw 6 gallons laundry soil&stain removers(including beach) wgallons _._. _....__.__.___.._.........._.__................._._.._.............._...._....................._.._.._................e..................... any product with the word"POISON"on label 1 gallons .._._._.._...___...._._._._..................__..._._.__.......__.._.._.._...............____.......___------t_....._.._._.._._..-... _........� antifreeze(for gasoline or coolant systems) 10 gallons automatic transmission fluid -1 gallons motor oil 74 gallons waste oil 340 gallons gasoline 15 gallons diesel fuel,kerosene,#2 heating oil 525 gallons ----._.._ .......... misc.petroleum products:grease,lubricants 26 gallons ..............._._..._._....._......._.—__..._.._._.._..._.__.—.._........__.__._ ... —...._. _._....__ ,_...________..._..__ ___........_.._......_ batteries/battery acid i 14 gallons ...._.......__.______.___.._..__..............._................_......._........__.................._..........._____._.__....... ._..........,.....__._._...........____....._.__._._..____._ __.._.__.___._ Misc.Flammable 6 gallons other cleaning solvents ; 2(gallons Windshield Wash 7 gallons Misc.Corrosive ! mm 5 gallonsµ _.,_.____. ........__:_ road salt 14 gallons Misc.Combustible € 2gallons . Waste Transporter: Fire District: 'COMM Last HW Shipment Date: ! Waste Hauler Licensed: No ......... t Town of Barnstable oFt E T Regulatory Services �P�► 'h0 Thomas F. Geiler,Director Public Health Division * snxivsrnsi.>E; Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 39 1, Phone: 508-862-4644 Email: health(a,town.bamstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 May 1, 2006 .Mr. Mark Homen Midway Garage&Fuel Oil 981 Main Street I Osterville,MA 02655 Dear Mr. Homen: Thank you for your time and cooperation during the hazardous materials inventory and site visit at Point Oil on April 25,2006. This letter contains information from that visit that will help you become compliant with Chapter 108 of the Town of Barnstable Ordinance: Hazardous Materials. Enclosed are copies of Chapter 108: Hazardous Materials ordinance,the Toxic and Hazardous Materials On-Site Inventory form from the site visit, and an application. Please note the problems identified at your place of business during the hazardous materials inspection and their corresponding orders or recommendations listed below. PROBLEMS: • MSDS not on site. ORDER: • Please obtain MSDS for products that are located on site. OBSERVATIONS: • Contingency plan is posted. • Absorbents are in place. • Floor has been washed and is free of oil stains. • Metal rag can is labeled with a lid. • All bottles are labeled • Car wash policy is in place. No washing of undercarriages. On Site Inventory Total The Toxic and Hazardous Materials On-Site Inventory from April 25,2006 shows that you have approximately 1062 gallons of toxic and hazardous materials being used, stored, generated and f disposed of at Midway Garage, 981 Main Street, Osterville,MA(Please see enclosed Toxic and % Hazardous Materials On Site Inventory sheet). The Board of Health has determined that the using, storing, generating and disposing of over 111 gallons of hazardous materials per month requires businesses in the Town of Barnstable to obtain an annual Hazardous Materials License. This license has been obtained by you for the fiscal year 2005-2006. The permit for the fiscal year 2006-2007 shall be obtained by June 30, 2006 from the Town Offices located at 200 Main Street,Hyannis,MA 02601 (application enclosed). Why are these recommendations being made for Midway Garage? • This information is intended to educate you, a business owner/operator in the Town of Barnstable,in order to keep your business operations in compliance with local, state and federal toxic and hazardous materials laws so that you can avoid future regulatory problems. , • Complying with the Town of Barnstable General Ordinance: Chapter 108: Hazardous Materials can prevent contamination of Barnstable's existing and future drinking water supply,prevent environmental contamination which can bankrupt site owners,lower or destroy land values, drive out residents and industry, depress local economies and endanger public health. If you have any questions about these problems,the orders and recommendations, or you need further information, guidance or assistance,please do not hesitate to contact the Public Health Division. Si cerely, Alisha L. Parker Hazardous Materials Specialist All orders to correct 'olations of Chapter 108 of the Town of Barnstable Ordinance: Hazardous Materials shall be co m leted upon receipt of this letter. mas cK , R O Director of Public Health Enc. On-Site Inventory(copy) Application COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 Riverside Drive, Lakeville, MA 02347 508 946-2700 MITT ROMNEY STEPHEN R.PRITCHARD Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner April 19, 2006 Donald L. Harding, Former Owner RE: BARNSTABLE-BWSC/SMP RTN«RTN»/4- 310 Main Street 14558 Mashpee, MA 02649-2044 Midway Garage & Fuel Oil,Inc. 981 Main Street, Osterville ` NOTICE OF AUDIT FINDINGS— REMEDIAL SYSTEM INSPECTION Dear Mr. Harding: The Massachusetts .Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department), is tasked with ensuring the cleanup of oil and hazardous material releases pursuant to Massachusetts General Law Chapter 21E (Chapter 21E). The law is implemented through regulations known as the Massachusetts Contingency Plan, 310 CNM 40.0000 et seq. (the MCP). On March 3, 2006, the Department conducted an audit inspection(the audit) at the disposal site identified above (the Site). The purpose of the audit was to determine whether the remedial system implemented at the Site is operating in accordance with the MCP and Phase IV Remedy Implementation Plan (RIP) submitted to the Department on May 21, 2001. The purpose of this Notice is to inform you of the results of the Department's audit. DETERMINATION The Department has determined that there were no violations applicable to the installation, operation, and maintenance of the remedial alternative at the site. Therefore, no additional actions are necessary. The Remedial System Field Screening Form (Attachment A) outlines the activities Department personnel performed during the audit and summarizes relevant treatment system information. LICENSED SITE PROFESSIONAL A copy of this Notice has been sent to the LSP-of-Record for the Site, Scott E. VanderSea, LSP# 3978. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep Zia Printed on Recycled Paper Bamstable-BWSC/SMP RTN 4-12920/4-14558 Page 2 of 2 Notice of Audit Findings-Remedial System Inspection ' LIMITATIONS The audit focused on the remedial system in operation at the Site. The Department's findings were based upon the certainty of the information reviewed during the audit. These findings do not: (1) apply to actions or other aspects of the Site that were not reviewed in the audit; (2) preclude future audits of past, current, or future response actions at the Site; (3) in any way constitute a release from any liability, obligation, action or penalty under M.G.L. c. 21E, 310 CMR 40.0000, or any other law, regulation, or requirement; or (4) limit the Department's authority to take or arrange, or to require any Responsible Party or Potentially Responsible Party to perform, any response action authorized by M.G.L. c. 2 1 E which the Department deems necessary to protect health, safety,public welfare, or the environment. If you have any questions regarding this Notice, please contact Julia Sechen at the letterhead address or by calling (508) 946-2791. All future correspondence related to the Site should reference the following Release Tracking Number: «RTN». Sincerely, Thisfinaldocumenteopyishem proEidedtopou.elat onks1h1vthe: Dcpart�ncnt of I pyironmental Pr�itettioo:14'd copy of this doc ntent is on ate�t the 1f�Y t+ifiec tlste4'dn the lc#t��heod; Gerard M.R. Martin, Chief Site Management&Enforcement Section M/JS/re Attachment A: Remedial System Field Screening Form ec: (without Enclosure) Board of Health Town Administrator DEP-SERO DATA Entry [AUDCOM NAFNVD,PHASE V SNAUDI cc: (with Enclosure) Scott E.VanderSea CEA,Inc. Hartwell Business Park 127 Hartwell Street West Boylston,MA 01583 PROUDLY CELEBRATING Of Outstanding Service 1985-2005 CORPORATE ENVIRONMENTAL ADVISORS, INC. June 5, 2006 Mr. Thomas A. MacKean Board of Health Town of Barnstable 200 Main Street Hyannis, Massachusetts 02601 RE: Notice of Availability Phase V—Inspection and Monitoring Report Midway Garage& Fuel Oil,Inc. : 981 Main Street Osterville,Massachusetts 02655 RTN: 4-14558 CEA Ref#4142-99 Dear Mr. MacKean: As promulgated within 310 CMR 40.1403(3) of the Massachusetts Contingency Plan(MCP),this letter serves as official notification that a Phase V- Inspection and Monitoring Report has been filed with the Massachusetts Department of Environmental Protection (MADEP)for the referenced Site. Corporate Environmental Advisors, Inc. submitted the report to the MADEP on behalf of Midway Garage& Fuel Oil, Inc. A copy of the Phase V—Inspection and Monitoring Report may be obtained and is available for review at the MADEP Office in Lakeville, Massachusetts. If you should have any questions regarding this submittal, please do not hesitate to contact the undersigned at(508) 835-8822. Sincerely, Corporate Environmental Advisors,Inc. Micha van den Boogerd Environmental Scientist II cc: Mr. Donald L.Harding—Midway Garage& Fuel Oil,Inc., 310 Main Street,Mashpee, MA 02649-2044 Mr. John Kimm, Osterville Town Manager, 367 Main Street,Hyannis,MA 02601 MADEP,Bureau of Waste Site Clean-up,20 Riverside Drive, Lakeville,Massachusetts 02108 www.cea-inc.com CORPORATE HEADQUARTERS:HARTWELL BUSINESS PARK• 127 HARTWELL STREET•WEST BOYLSTON, MA 01583•PHONE: 508-835-8822•FAX: 508-835-8812 Solutions Since 1985 Massachusetts Department of Environmental Protection gWSC108 Bureau of Waste Site Cleanup COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM& PHASE I COMPLETION STATEMENT1E] ® - 14558 I I Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) A. SITE LOCATION: 1. Site Name: Midway Garage & Fuel Oil, Inc. 2. Street Address: 981 Main Street 3. city/Town: Osterville 4. ZIP Code: 02655-0000 ❑ 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. Fla. Tier 1 A ❑ b. Tier 1 B c. Tier 1 C ❑ d. Tier 2 6. If applicable,provide the Permit Number: 10056 B.THIS FORM IS BEING USED TO: (check all that apply) ❑ 1. Submit a Phase I Completion Statement, pursuant to 310 CMR 40.0484. ❑ 2. Submit a Revised Phase I Completion Statement,pursuant to 310 CMR 40.0484. ❑ 3. Submit a Phase II Scope of Work,pursuant to 310 CMR 40.0834. ❑ 4. Submit an interim Phase II Comprehensive Site Assessment Report pursuant to 310 CMR 40.0835 (An interim Phase II Report does not satisfy the response action deadline requirements in 310 CMR 40.0500). ❑ 5. Submit a final Phase II Comprehensive Site Report and Completion Statement,pursuant to 310 CMR 40.0836. Specify the outcome of the Phase II Comprehensive Site Assessment:(check one) a. Comprehensive Remedial Actions are necessary at the site to achieve a Response Action Outcome. A Phase III ❑ study for the identification,evaluation,and selection of Comprehensive Remedial Action Alternatives,pursuant to 310 CMR 40.0850,is necessary. ❑ b. The requirements of a Class A Response Action Outcome have been met,and a completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. ❑ c. The requirements of a Class B Response Action Outcome have been met and a completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. ❑ 6. Submit a Revised Phase II Comprehensive Site Report and Completion Statement,pursuant to 310 CMR 40.0836. ❑ 7. Submit a Phase III Remedial Action Plan and Completion Statement,pursuant to 310 CMR 40.0862. ❑ 8. Submit a Revised Phase III Remedial Action Plan and Completion Statement,pursuant to 310 CMR 40.0862. ❑ 9. Submit a Phase IV Remedy Implementation Plan, pursuant to 310 CMR 40.0874. ❑ 10. Submit a Modified Phase IV Remedy Implementation Plan,pursuant to 310 CMR 40.0874. ❑ 11. Submit an As-Built Construction Report,pursuant to 310 CMR 40.0875. (All sections of this transmittal form must be filled out unless otherwise noted above) Revised: 05/02/2003 Page 1 of 5 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC108 COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM& PHASE I COMPLETION STATEMENT ® - 14558 Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) B.THIS FORM IS BEING USED TO(cont.): (check all that apply) ❑ 12. Submit a Phase IV Final Inspection Report and Completion Statement,pursuant to 310 CMR 40.0878 and 40.0879. Specify the outcome of Phase IV activities: a. Phase V Operation, Maintenance or Monitoring of the Comprehensive Remedial Action is necessary to achieve a Response Action Outcome. b. The requirements of a Class A Response Action Outcome have been met. No additional Operation,Maintenance or Monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. c. The requirements of a Class C Response Action Outcome have been met. No additional Operation,Maintenance or Monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. d. The requirements of a Class C Response Action Outcome have been met. Further Operation, Maintenance or Monitoring of the remedial action is necessary to ensure that conditions are maintained and that further progress is made toward a Permanent Solution. A completed Response Action Outcome Statement and Report (BWSC104)will be submitted to DEP. 13. Submit a Revised Phase IV Final Inspection Report and Completion Statement,pursuant to 310 CMR 40.0878 and 40.0879. ✓❑ 14. Submit a periodic Phase V Inspection&Monitoring Report,pursuant to 310 CMR 40.0892. 15. Submit a Remedy Operation Status,pursuant to 310 CMR 40.0893. 16. Submit a Termination of a Remedy Operation Status,pursuant to 310 CMR 40.0893(5). ❑ 17. Submit a final Phase V Inspection&Monitoring Report and Completion Statement,pursuant to 310 CMR 40.0894. Specify the outcome of Phase V activities: a. The requirements of a Class A Response Action Outcome have been met. No additional Operation, Maintenance or Monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement(BWSC104)will be submitted to DEP. b. The requirements of a Class C Response Action Outcome have been met. No additional Operation,Maintenance or Monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. c. The requirements of a Class C Response Action Outcome have been met. Further Operation, Maintenance or ❑ Monitoring of the remedial action is necessary to ensure that conditions are maintained and/or that further progress is made toward a Permanent Solution. A completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. �. 18. Submit a Revised Phase V Inspection&Monitoring Report and Completion Statement,pursuant to 310 CMR 40.0894. 19. Submit a Post-Response Action Outcome Inspection&Monitoring Report, pursuant to 310 CMR 40.0897. (All sections of this transmittal form must be filled out unless otherwise noted above) Revised: 05/02/2003 Page 2 of 5 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC108 COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM& PHASE I COMPLETION STATEMENT ® - 14558 Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) C. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR 4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, > if Section B indicates that a Phase 1,Phase 11,Phase 111,Phase/V or Phase V Completion Statement is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000, (ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii) comply(ies)with the identified provisions of all orders, permits, and approvals identified in this submittal; > if Section B indicates that a Phase 11 Scope of Work or a Phase/V Remedy Implementation Plan is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000, (ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)comply(ies)with the identified provisions of all orders, permits, and approvals identified in this submittal; > if Section B indicates that an As-Built Construction Report,Phase V Inspection and Monitoring Report or a Remedy Operation Status is being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal. I am aware that significant penalties may result, including,but not limited to, possible fines and imprisonment, if I submit information which I know to be false, inaccurate or materially incomplete. 1. LSP#: 3978 2. First Name: Scott E. 3. Last Name: Vander$ea 4. Telephone: (50 ) 8 �5-88 5. 259 6. FAX: (508) 835-8812 7. Signature: 8. Date: G15_1 o 9. LSP Stamp: OF ` 8G0TT Gr, �c-) VANDERSEA No.3978 �GISTV;O�`O�o FOsrTE PROS Revised: 05/02/2003 Page 3 of 5 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC108 COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM& PHASE I COMPLETION STATEMENT 4] 14558 Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) D. PERSON UNDERTAKING RESPONSE ACTIONS: 1. Check all that apply: 11 a.change in contact name b.change of address c. change in the person undertaking response actions 2. Name of Organization: Midway Garage & Fuel Oil, Inc. 3. Contact First Name: Donald L. 4. Last Name: Hardin 5. Street: 310 Main Street 6.Title: Former Owner 7. City/Town: Mashpee 8. state: MA 9. ZIP Code: 02649-2044 10. Telephone: (508) 539-2029 11.Ext.: 12. FAX: E. RELATIONSHIP TO SITE OF PERSON UNDERTAKING RESPONSE ACTIONS: FV 1. RP or PRP a. Owner b. Operator c. Generator d. Transporter Fv e. Other RP or PRP specify: Former Owner ❑ 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ❑ 4. Any Other Person Undertaking Response Actions Specify Relationship: F. REQUIRED ATTACHMENT AND SUBMITTALS: 1. Check here if the Response Action(s)on which this opinion is based, if any,are(were)subject to any order(s),permit(s) and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. 2. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of any Phase Reports to DEP. 3. Check here to certify that the Chief Municipal Officer,the Local Board of Health and the Environmental Monitor have been ❑ notified of the availability of a Phase III Remedial Action Plan. For Tier 1A and Tier 1 B sites,a MEPA Notice also must be submitted. 4. Check here to certify that the Chief Municipal Officer,the Local Board of Health and the Environmental Monitor have been notified of the availability of a Phase IV Remedy Implementation Plan. For Tier 1A and Tier 1 B sites a MEPA Notice also must be submitted. Ei 5. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of any field work involving the implementation of a Phase IV Remedial Action. 6. Check here if any non-updatable information provided on this form is incorrect,e.g. Release Address/Location Aid. Send corrections to the DEP Regional Office. 0 7. Check here to certify that the LSP Opinion containing the material facts,d ata,and other information is attached. Revised: 05/02/2003 Page 4 of 5 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC108 COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM& PHASE I COMPLETION STATEMENT ® - 14558 Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) G. CERTIFICATION OF PERSON UNDERTAKING RESPONSE ACTIONS: 1. I,Donald L. Harding ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including, but not limited to, possible fines and imprisonment,for willfully submitting false, inaccurate,or incomplete information. 2. By: ' 3. Title: Former Owner Signa 4. For: Midway Garage & Fuel Oil, Inc. 5. Date: (Name of person or entity recorded in Section D) mm/dd/yyyy 6. Check here if the address of the person providing certification is different from address recorded in Section D. 7. Street: 8. City/Town: 9. State: 10. ZIP Code: 11. Telephone: 12.Ext: 13. FAX: YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) Revised: 05/02/2003 Page 5 of 5 I ' , UIC CLOSURE ASSESSMENT ' Commercial/Industrial Property: Mid-Way Garage Fuel Inc. 981 Main Street Osterville, MA Project#BOO1-3217 1 NOVEMBER 26,2001 JUENNETT A 0"i%MILLY. Inc. '. Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 ' Water Supply Consulting Trial Court Witness 508-896-4687 Fax i1 BENNETT nOREILLY,' Inc. Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line O PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster, MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 1 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax BO01-3217 November 26, 2001 1 Mr. Mark Dakers 1 MA DEP (SERO) Division of Water Supply, Cape Cod Basin Team 20 Riverside Drive ' Lakeville, MA 02347 RE: UIC CLOSURE ASSESSMENT 1 Mid-Way Garage Fuel Inc. 981 Main Street Osterville, MA 1 Dear Mr. Dakers, 1 BENNETT&O'REILLY,INC.,has prepared the following UIC Closure Assessment report as documentation of the environmental assessment conducted for the abandonment of floor drains at the above referenced property. These activities were conducted in accordance with the provisions 1 of the MA DEP"Closure Requirements for Shallow Injection Wells"UIC Closure Policy,310 CMR 27.00, as consistent with the MA Contingency Plan (MCP), 310 CMR 40.0000. 1 This project has proceeded with my oversight in a manner consistent with the MCP Response Action Performance Standards (RAPS), pursuant to 310 CMR 40.0191 and QA/QC Policies of 1 BENNETT& O'REILLY,INC. The facts and statements herein are,to the best of our knowledge, a true and accurate representation of the site activities,remedial response actions and environmental conditions associated with the project. 1 SITE DESCRIPTIONIENHRONMENTAL CONDITIONS[Refer to Appendix A] ' The subject property is located at 981 Main Street in the center of Osterville, MA, approximately one and three-quarter miles south of the intersection ofSouth County Road and Route 28. The property, which is comprised of two lots shown on Yarmouth Assessor's Map 117 as 1 Parcels 26 and 178, totaling some 2.45 acres, is in mixed use with commercial development along Main Street as Mid-Way Garage Fuel Inc., and residential development to the west. The property is improved upon by a total of five main structures including a service station, an automotive repair ' shop, two dwellings and a small cottage. Secondary on-site structures include two residential 1 1 1 I ' NOVEMBER 26,2001 MIDWAY GARAGE FUEUBOOI-3217 PAGE 2 OF 4 UIC CLOSURE ASSESSMENT garages and two storage sheds. Additionally, an enclosed structure containing a 92 fuel oil dispenser rackfrom which fuel oil is dispensed to trucks for home deliveries is centrally located on ' the property. The subject property is primarily flat at the eastern end of the property in the vicinity of the ' service station, along Main Street. The property slopes to the west at the rear of the station with approximate overall elevations range from 30-40' +/-NVGD. There are no natural surface water bodies located on the subject property. The nearest wetland area appears to be located some 400' ' southwest and discharges to a brook located some 800'from the site. Stormwater is discharged from gutters along the roof lines to the ground surface. No on-site leaching catch basins were noted as located on the property. According to CEA, groundwater is located approximately 30'(+1)below grade. Regional groundwater contours indicate a southwesterly groundwaterflow direction toward the nearby unnamed wetland area and North Bay. Site specific contouring conducted by CEA [9118100] is consistent with these regional groundwater flow patterns. ' Potable municipal water supply is provided to the subject property and surrounding area P PP y P J P P h' g via an extensive water distribution system maintained by the the Barnstable Water Department. According to MA DEP GIS mapping, the subject property is located within a Currently Productive Drinking Water Source Area(CPDWSA), as located within the designated Zone II Protective Radius for several municipal wells, the closest being some one-quarter mile north. Based upon these site tfeatures, and the proximity of residential dwellings on the property, the RCGW-1 and RCS-1 Reportable Concentrations are applicable for groundwater and soil conditions, respectively. ' Additionally, the GW-1, GW-2 and GW-3 groundwater criteria and S-1, S-2 and S-3 (GW-1, GW-2 and GW-3) soil categories are applicable to Method I - Risk Characterization relative exposure routes associated with ingestion, inhalation and dermal contact, as defining remedial response ' liability. BACKGROUND ' In September 2001, BENNETT& O'REILLY, INC., was retained by Cape Cod Bank& Trust Co., to conduct a Phase I-Environmental Site Assessment(ESA)associated with the transfer ' of property title to Mr. Dan Hostetter. As a part of the Phase 1 investigation, two floor drains located in commercial/industrial areas of the property were identified for which no Underground Injection Control (UIC) Closure Assessment had been conducted. The first drain, located within ' the bay of the service station, had been sealed with concrete approximately 20 years ago. The second drain, located within a former automobile shop, had been filled with soil and did not appear to have been used in the recent past. Physical testing in the former areas of discharge and the development ' of the appropriate documentation was subsequently recommended, as prescribed in 310 CMR 27.00, and the MA DEP "Closure Requirements for Shallow Injection Wells" (12194). ' The property owner, Mr. Donald Harding, was interviewed relative to the location of the former discharge components associated with the on-site floor drains. Mr. Harding indicated that the service station floor drain had historically discharged to a leaching pit, located off the i NOVEMBER 26,2001 MIDWAY GARAGE FUEUBO01-3217 PAGE 3 OF 4 UIC CLOSURE ASSESSMENT ' southwest corner of the service station. The pit was filled and abandoned when the drain was sealed. A magnetometer was used in the described area in an attempt to locate the lid of the pit. ' No significant reading was reported which would indicate the presence of such a component. Barnstable Health Department records were researched in an attempt to located a site plan which would indicate the presence of the discharge component. No such plan was on file. As such, ' BENNETT&O'REILLY, INC., was forced to rely upon the location identified by the property owner as the former area of discharge. Mr. Harding indicated that he had no knowledge of where the second floor drain located within the paint room had discharged. ASSESSMENT[Refer to Appendix BJ ' On November 6, 2001 BENNETT&O'REILLY, INC.,personnel investigated the floor drain located within the "paint room" of the automotive shop. The drain was broken open and noted as connected to a 6'terracotta line. The line extended from the drain just beyond the doorway to this ' area of the shop. The line was uncovered and noted as discharging directly to the subsurface. A hand boring, HB-18, was subsequently conducted in this area to a depth of 6'bgs with soil samples collected at 2' intervals. Each soil sample was placed in a sealed 300 milliliter jar with an ' aluminum septum and the jars were agitated to develop organic vapors. The soil samples were then screened in the field with a photoionization detector (PID) by 'jar headspace" method for total organic volatile (TOP), as consistent with the MA DEP "Interim Soils Policy... " WSC 94-400. No ' significant impact was indicated with TO concentrations below the detectable limit (BDL) of the instrument. A composite sample was then assembled and preserved in the field for total petroleum ' hydrocarbon(TPH)analysis, RCRA metals, and volatile organic compounds(VOCs), in accordance with the MA DEP Guidance Document for UIC Closure Assessment. ' On November 13, 2001, a hand boring, HB-24, was conducted in the area southwest of the service station as the described area of discharge for the service bayfloor drain. Soil samples were collected at 2'interval in this area to a depth of I I'bgs. Each sample was field screened as above ' with all TOV concentrations reported _<0.2. Again, a composite sample was assembled and preserved in the field for total petroleum hydrocarbon (TPH) analysis, RCRA metals, and volatile organic compounds (VOCs). ' Laboratory analytical received November 15, 2001, reported TPH and all VOCs at HB-18 as below the reportable limit(BRL) of the analysis. Low-level concentrations of arsenic, lead, and ' mercury were reported. All other RCRA metals were reported as BRL. These reporting limits, as well as the residual metals concentrations, are all well below the applicable RCS-I Reportable Concentrations, as well as the S-I/GW-I Method I -Risk Characterization standards. Laboratory ' analytical received November 21, 2001 reported low-level concentrations of TPH, arsenic and lead at HB-24:0-11'. All other metals, as well as all VOCs were reported as BRL. Again, these reporting limits, as well as the residual TPH and metals concentrations, are all well below the applicable ' RCS-I Reportable Concentrations, as well as the S-I/GW-I Method 1 - Risk Characterization standards. ' NOVEMBER 26,2001 MIDWAY GARAGE FUEUB001-3217 PAGE 4 OF 4 UIC CLOSURE ASSESSMENT iRISK CHARACTERIZATION[Refer to Appendix DJ ' In the evaluation of soil samples collected, the RCS-1 Reportable Concentrations were considered as applicable. Additionally, the most stringent S-I/GW-I soil category was considered in review of Method 1 -Risk Characterization standards. On November 15 and November 21, 2001 ' Groundwater Analytical reported TPH concentrations for HB-1 7:0-10, HB-20:0-6; HB-21:0-6; HB-22:0-8; HB-23:0-11, HB-25:10-14' and HB-26:7-14' as BRL. Soil sample HB-18:0-6'also reported TPH and VOCs concentrations as BRL. Low-level trace metals impact was reported well ' below the applicable RCS-1 and S-1/GW-1 standards. All other metals were reported as BRL. HB- 24:0-11'reported low-level TPH, lead and arsenic concentrations well below the applicable RCS-I and S-1/GW--I standards. All other metals and VOCs were reported as BRL. These reporting limits ' are substantially below the applicable RCS-1 Reportable Concentrations, as well as the S-11GW--1 Method I -Risk Characterization standards. ' As such, soil conditions associated with these two floor drain systems represent a condition of "No Significant Risk", and no remedial response actions were conducted as part of the UIC Closure procedure. n n in accordance with h I This UIC Closure Assessment has been conducted the UIC Closure Guidance Document,as consistent with the MA DEP Contingency Plan,310 CMR 40.0000. Should ' you have any questions or require any additional information, please contact me directly. Very truly yours, BE ETT& O'REILLY, INC. ara Risk S II *rof LSP , Project Manager onmental Services ' cc: Mr. Donald Harding - Property Owner Mr. Dan Hostetter- Prospective Buyer Mr. Ed Jenkins - Barnstable Plumbing Inspector Barnstable Health Department 1 1 UIC CLOSURE ASSESSMENT Commercial/Industrial Property: Mid-Way Garage Fuel Inc. 1 981 Main Street Osterville, MA Project 413001-3217 1 1 NOVEMBER 26,2001 ' Prepared for: ' Mr. Dan Hostetter 770A Main Street Osterville, MA 02655 Prepared bL. ' BENNETT& O'REILLY, INC. 1573 Main Street P.O. Box 1667 1 Brewster, MA 02631 1 ' APPENDIX A: Reference Plans - FIGURE 1: Site Locus Plan (USGS Osterville Quadrangle) [Excerpt] ' - FIGURE 2: Barnstable Assessors Map [Excerpt] - FIGURE 3: Hydrological Map (CCPEDC, 1993)[Excerpt] - FIGURE 4: MA DEP GIS MAP - Bureau of Waste Site Cleanup (1997) [Excerpt] 1 - Site Plan, "Phase II Environmental Site Assessment" Prepared by BENNETT & O'REILLY, INC., Dated October 11, 2001[Revised November 16, 2001] APPENDIX B: Environmental Records ' - UIC Notification Form - Form WS-1: Notice of Plumbing Inspector Approval to Seal Floor Drain APPENDIX C: Laboratory Analytical APPENDIX D: Quality Assurance/Quality Control Plan � APPENDIX A 1 1 1 1 1 1 1 1 1 1 1 1 I� 1 Ab e Q51 ' • ' V..,.�� tr.s�..� Y O't.. "` '` �(���n rr." � �:Fx '�inz x-=• .r' r r�@`ti-' k. f� .rxfP � �� .�'i``�'�` 4- �_ �:X,yt; .I��r�sy t`�w' �t. s t'u'��i*., � J' "+e" t�'X�P�i�4 •ti.,, �x ' r,,-4'� Y �& st''s � �Sr.r • \,7j r,r a d p■ �+�. +� ?d r^. � s '�Tef�,�.�s Y �' � .2 --sf 1 FJ. 7 V,`� .: t � i � ..r {1 .r p•7�.�.. I��C}t ,,:+ ' � ���r"ti ��'! ��k'+q t� n�Y ~'�l� h,+" a1i i �•> ` 7,.I � � ,lea ,. � 1'��y -t� ,, 16'i", • i,pn, 1r'' ¢ ' +,',' t�tssa`Ce � ♦', �y� l '., .. ( S t,y.� •, '3 \el' 6� Y e�Ml bgU,+ �� �' r"7 � ^a+'." :. F a ilr,a .i i"'.�.�•^ r-k.� Kti �w °yj< ' 5 � �— LOCUS �. . �� �� � � a • t +. � � �,. -^akr �� ,::�F J3�` �} *• y •i �"„• Yi �. ,� (3'� '°� 'a, t5 y�� �aSs > i r". - _t` ' a a � g• Abu f !! ��:fS�il.. � ,.-r i"fr i q.��si d.. �`♦ ` - � � Q }F•' `' r1Y'i*re '��`y Nth, + + : `o �: + t2 i'�/�7�`� •I )$:i46, a,r• •t ' it JTX s /Ii ww< 4a ii riw "` i `,° di •�..�i . :. �* w r�J •7 u # �Q�G� „ '"11,•- .> `+a r � • y, ,..���`�+'d i •fir � 0'�9��i'�.� i � � {�.• nj is� - i � 91 '►�.' --aa ,� �i �±�'if : i:',• r,t -� r7 t �� -. . ^�. ,. ,,-r.:r 'yY,+.*.i„ _ .+'- f 4+ �4 - +J.!�.a �i i, .}r �49 16 i ♦ f;-. brie. y -:r R�€'S,x+r � !?'Y� q�ir"''''�vy��i' ; (Y�..�•. � •: �.- "" • w v r1r ri -.�o Printed from TOPO1 ©1998 Wildflower Productions(www.to o.com) FIGURE 1: The subject property is located 981 Main Street in the center of Osterville,MA,approximately one ' and three-quarter miles south of the intersection of South County Road and Route 28. tleoo7 � , Ile= 11eao6 1 t+eow 11e107 nel2�oa Ileoo2 � - AT pN � 110001 ' Sj F A 11e071 111103 � F RE Iloilo 117061 r Tutu Iloilo ':✓f ' 1171e0 " » '';Il7oeo y, 110112�. 117025 /' µ ti7olis•" 11700a Tulle i 117026 °f 117047. l ' 117021 11704� n717e . s, WIN ' 1AlM y (17010 117104 1170e7 j'j ' 117106 plf�,,,.- 11706e„ i t 11710 117171 a 117020 11700 1171@� . 1171e4 ' FIGURE 2: The subject property is comprised of two lots shown on Yarmouth Assessor's Map 117 as Parcels 26 and 178,totaling some 2.45 acres. The subject property is in mixed use as commercially developed along Main Street as Mid-Way Garage Fuel Inc., and residentially developed to the west. The ' surrounding area is similarly developed with commercial/residential mixed uses along Main Street. Residential use properties primarily exist east and west of Main Street. 411 IFP r�4 `y �,l i �tl' - �` a ��� ✓.� Deb k'0'% �s� --•--• r� �.r `� r � ice,. I �, _`� _ V �1�. I ` r ' lrf"- ';1�`'•,.. ,ram'r.��� y ,� � � 4t. ��. 14,,;►J'/40 A �4 T: "jo Ic i� LOCUS 1l5 loo- A% w r � r i AN: go t �. a 4 Y'k s + + • FIGURE 3: Groundwater is located approximately 30'(+/-)below grade. Regional groundwater contours indicate ' a southwesterly groundwater flow direction toward the nearby unnamed wetland area and North Bay. Site specific contouring conducted by CEA is consistent with the groundwater flow. I Kv OR EL ' lit i. r . ti . .� . Zw VNIS.SL Z. '� - - WL s _ . r . Nil NNS IN SL -: ANN Oil NIL Nwcm {' a ANIMN-1-- NY; t `l \ 1 J 1 1 1 � APPEN DIX B 1 1 1 1 1 1 1 1 1 1 1 1 1 ' COMMONWEALTH OF MASSACHUSETTS ' d EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS a DEPA RTMEN T OF ENw RONME NTAL PROT ECTIO N ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 ARGEO PAUL CELLUCCI TRUDY CORE ' Governor Secretary DAVID B.STRUHS Commissioner UIC NOTIFICATION FORM ' DRINKING WATER PROGRAM ' The Underground Injection Control (UIC) program protects drinking water by regulating discharges to the ground via injection wells such as dry wells, septic systems tied to industrial processes, and other subsurface leaching systems. Pursuant to---UIC regulations (310 CMR 27.00), where the potential exists for pollutants to enter an ' injection well (e.g. by'means of a floor drain) and the presence of the pollutants causes or is likely to cause a violation of any Massachusetts Drinking Water Regulation or which adversely affects or is likely to adversely affect the health of persons, the use of the well is prohibited. With the exception of discharges authorized under t the Department's Ground Water Discharge Permit program, the Department considers this prohibition to include the use of any injection well at facilities which have in the past or currently use, store, or otherwise manage hazardous materials and/or wastes as defined in 310 CMR 30.000 and 310 CMR 40.0000. ' This form shall serve as notice to the DEP of the elimination of the use of an unauthorized injection well. The structural option which has been chosen to bring the system into compliance should be noted under item I. Submit all information and attachments for that option, as well as for item It as noted. This form should be ' submitted after completing the closure of the injection well. I. Option chosen for discharge system when eliminating the use of the injection well: ' x A. Sealing: Plug point of entry, if applicable (see 248 CMR 2.09). x 1. Copy of Form WS1: Notice of Plumbing Inspector Approval to Seal Floor Drain (where applicable), and Plumbing Permit Number: # Pre-existing X2. Date of plugging: / / Unknown Pre-existing 1975 B. Tank: Connect discharge to holding tank meeting appropriate DEP requirements. _1. Floor plan with tank location _2. Type of tank: ' =Pre-Cast Tight Tank (DEP Permit BWP IW 01) Converted System (e.g. Converted MDC Trap) (DEP Permit BWP IW 28) Containment Basin (specified attachments required) _3. DEP permit & permit/transmittal#, where applicable: # '. 4. Date of connection: / / C. S— ewer: Connect discharge to municipal sanitary sewer. _1. Sewer discharge permit &permit/transmittal# (from DEP and/or other administrative ' entity): # _2. Date of hookup: ' SEE REVERSE SIDE D. Other: Certain other options may also apply (e.g. closed loop recirculating system, closure ' and removal of entire operation, surface water discharge permit). Specify (attach a sheet if more space necessary): The following information must be submitted with this form as noted: __Z_A. Screening and Analytical Results: This information must be submitted in accordance with criteria specified in the document entitled "Massachusetts Closure Requirements for Shallow Injection Wells." _B. Waste Management Plan: When required via the issuance of an enforcement order from the DEP's UIC program, a waste management plan specifying methods to be used to proper- ly collect, store, and dispose of all potentially hazardous wastes shall also be submitted. ' System's Previous Final Point of Discharge: 1 - Subsurface, 1 - Leach pit Number of Points of Entry to System: before closure: 1 each after closure: 0 ' Name of Business: MidWay Garage & Fuel Inc. ' Mailing Address: 981 Main Street, Osterville, MA 02655 Location: 981 Main Street, Osterville, MA 02655 ' Facility Owner: Main Street Realty Trust Phone: 508 x+28 -2296 Nature of Business: Bulk fuel storage/service station ' EPA Hazardous Waste Generator ID Number: MAD982202228 I HEREBY CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY ' EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED IN THIS DOCUMENT AND ALL ATTACHMENTS AND THAT, BASED ON MY INQUIRY OF THOSE INDIVIDUALS Il1fi�IEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION, I ' BELIEVE THAT THE INFORMATION IS TRUE,ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING POSSIBLE FINES AND IMPRISONMENT. ' I UNDERSTAND THAT I MUST HANDLE, STORE, AND DISPOSE OF ALL HAZARDOUS WASTES IN AN ENVIRONMENTALLY SOUND MANNER IN ACCORDANCE WITH ALL APPROPRIATE REGULATIONS. SIGNATURE OF OWAR bATE Any questions may be directed to the UIC Program at (617) 292-5770. Complete and sign this form and submit it and all required attachments for items I (only the attachments for the option chosen) and ' II,to the following address: I Commonwealth of Massachusetts am I Dept. of Environmental Protection 20 Riverside Drive ' Lakeville, Massachusetts 02347 I Send duplicate copies of all forms to: Local board of Health ' Local Plumbing Inspector ' COMMONWEALTH OF MASSACHUSETTS ' EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPA RTMEN T OF ENVI RONME NTAL PROT ECTIO N ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 0 PAUL CELLUCCI' for TRUDY CORE Secretary DAVID B.STRUHS Commissioner FORM WS1 Notice of Plumbing Inspector Approval to Seal Floor Drain ' (Revised September 1997) Note: This Notice is not applicable to any facility where the floor drain is connected to a Municipal Sewer System. ' Plumbing Inspector for the City/Town of Barnstable [Osterville] ' Company Name: MidWa Gara e & Fuel Co. Nature of Business: Bulk fuel storage service station Mailing Address: 981 Main Street, Osterville, MA Location: 981 Main Street, Osterville, MA ' Phone Number: 508 ) 428-2296 Facility Owner Main Street Realty Trust Request to Seal: 2 floor drains (#of Floor Drains) Any additions or alterations to the system are not permissible without the approval of the local plumbing inspector. ' All seals must be in compliance with 248 CMR. This form must show the signature of both the Facility Owner and the Local Plumbing Inspector before a copy may be filed with DEP. Upon approval by the Local Plumbing Inspector, a completed copy of this notice shall be filed immediately with the ' DEP Underground Injection Control (UIC) Program at the address below. In addition, upon completion of all necessary work, the applicant shall file a completed DEP UIC Notification Form to the same address. Signature of Facility Owner Date Approval/Signatur oval Plumbing Inspector Date Plumbing Permit# ' The Facility Owner shall send copies of the completed forms to: ' Commonwealth of Massachusetts j Dept. of Envirorunental Protection .*am 20 Riverside Drive Lakeville, Massachusetts 02347 ' For questions and/or additional information,please call the UIC Program Coordinator in DEP's Boston Office at 617-292-5770. r.4cl1fmnlu1cformsvorm-ws 1 ' DEP cn the World Wide Web: http://www.magnet.state.ma.usidep � APPENDIX C 1 1 1 1 1 1 1 1 1 1 1 1 GROUNDWATER Groundwater Analytical, Inc. P.O.Box 1200 ' ANALYTICAL Buz Main Street Buzzards Bay,MA 02532 Telephone(508)759-4441 FAX(508)759-4475 ' November 15, 2001 Ms. Kara Risk ' Bennett & O'Reilly, Inc. P.O. Box 1667 Brewster, MA 02631 ' Project: Midway Garage/113001-3217 Lab ID: 459,41 Sampled: 10-07-01 Dear Kara: Enclosed are the Volatile Organics, Extractable Petroleum Hydrocarbons and Hydrocarbon Fingerprint Analyses performed for the above referenced project. This project was processed for Priority One Week turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this ' report. This report contains a project narrative indicating project changes and non-conformances, a brief description of the Quality Assurance/Quality Control procedures employed by our laboratory, and a statement of our state certifications. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to ' the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, 1 3(atR c ' Jonathan R. Sanford President ' J RS/nc Enclosures 1 ' GROUNDWATER ANALYTICAL 1 A STM Method D3328 90 (Modified) Hydrocarbon Fingerprinting by GC/FID ' Field ID: HB-17:0-10' Laboratory ID: 45941-01 Project: MiclWay Garage/B001-3217 QC Batch ID: HF-1601-M ' Client: Bennett&O Reilly, Inc. Sampled: 11-07-01 Container: 250 mL Glass Received: 11-08-01 Preservation: Cool Extracted: 11-13-01 Matrix: Soil Analyzed: 11-13-01 % Moisture: 6 Dilution Factor: 1 Qualitative Identification No petroleum product was identified for this sample. ' Arialyte Concentration Units Reporting Limit Total Petroleum Hydrocarbons BRL mg/Kg 62 QC Surrogate Compound Recovery QC Limits ortho-Terphenyl 80 % 60-140 % ' Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials f 1990). Analytical protocol modified by use of an internal standard. Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. ' Report Notations: BRL Indicates concentration, it any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. I I, Groundwater A-lalytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL ' ASTM METHOD D3328-90 (Modified) Hydrocarbon Fingerprinting by GC/FID Lab ID: 45941-01 Hydrocarbons Laboratory 0.40 0.35 i 0.30� ' 0.25 I I ' 0.20 i ' 0.15 i t ' 0.10 ; I 0.05 ' 0 5 10 15 20 25 30 35 40 Retention Time (Minutes) ' GROUNDWATER ANALYTICAL ASTM Method D3328-90 (Modified) ' Hydrocarbon Fingerprinting by GC/FID Field ID: HB-18:0-6' Laboratory ID: 45941-02 Project: Midway Garage/B001-3217 QC Batch ID: HF-1601-M Client: Bennett&O Reilly, Inc. Sampled: 11-07-01 ' Container: 250 mL Glass Received: 11-08-01 Preservation: Cool Extracted: 11-13-01 Matrix: Soil Analyzed: 11-14-01 Moisture: 8 Dilution Factor: 1 Qualitative Identification No petroleum product was identified for this sample. ' Afialyte Concentration Units Reporting Limit Total Petroleum Hydrocarbons BRL mg/Kg 64 ' QC Surrogate Compound Recovery QC Limits .ortho-Terphenyl 87 % 60- 140 % ' Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use ' of microwave accelerated solvent extraction. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration, it any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. i Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL ASTM METHOD D3328-90 (Modified) Hydrocarbon Fingerprinting by GC/FID Lab ID: 45941-02 Hydrocarbons Laboratory ' 0.40 - - - ------- 0.35 I I ' 0.30 0.25- ' 0.20 0.15 i 0.10 i 0.05 I ' 0 5 10 15 20 25 30 35 40 Retention Time (Minutes) ' GROUNDWATER ANALYTICAL 1 ASTM Method D3328-90 (Modified) Hydrocarbon Fingerprinting by GC/FID ' Field ID: 1-1113-20:0-6' Laboratory ID: 45941-03 Project: MiclWay Garage/B001-3217 QC Batch ID: HF-1601-M ' Client: Bennett&O Reilly, Inc. Sampled: 11-07-01 Container: 250 mL Glass Received: 11-08-01 Preservation: Cool Extracted: 11-13-01 Matrix: Soil Analyzed: 11-14-01 ' % Moisture: 8 Dilution Factor: 1 Qualitative Identification ' No petroleum product was identified for this sample. P P Arialyte Concentration Units Reporting Limit Total Petroleum Hydrocarbons BRL mg/Kg 65 ' QC Surrogate Compound Recovery QC Limits j ortho-Terphenyl 94 % 60- 140 % ' Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration, it any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL ASTM METHOD D3328-90 (Modified) Hydrocarbon Fingerprinting by GC/FID Lab ID: 45941-03 Hydrocarbons Laboratory i 0.35 i i ! 0.30 j I � 0.25 ' 0.20 i I I I 0,15 I I ' 0.10 i 0.05 I 0 5 10 15 20 25 30 35 40 Retention Time (Minutes) ' GROUNDWATER ANALYTICAL 1 ASTM Method D3328-90 (Modified) ' Hydrocarbon Fingerprinting by GC/FID Field ID: HB-21:0-6' Laboratory ID: 45941-04 Project: Midway Garage/B001-3217 QC Batch ID: HF-1601-M ' Client: Bennett&O Reilly, Inc. Sampled: 11-07-01 Container: 250 mL Glass Received: 11-08-01 Preservation: Cool Extracted: 11-13-01 Matrix: Soil Analyzed: 11-14-01 ' % Moisture: 6 Dilution Factor: 1 Qualitative Identification No petroleum product was identified for this sample. ' Analyte Concentration Units Reporting Limit Total Petroleum Hydrocarbons BRL mg/Kg 61 QC Surrogate Compound Recovery QC Limits ortho-Terphenyl 87 % 60- 140 Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL ' ASTM METHOD D3328-90 (Modified) Hydrocarbon Fingerprinting by GC/FID Lab ID: 45941-04 Hydrocarbons Laboratory 0.40 i 0.35 1 f 0.30 � 0.25 I 0.20 I i I ' 0.15 i ' 0.10 i 0.05 I ' 0 5 10 15 20 25 30 35 40 Retention Time (Minutes) 1 1 1 GROUNDWATER ANALYTICAL 1 ASTM Method D3328-90 (Modified) Hydrocarbon Fingerprinting by GC/FID 1 Field ID: HB-22:0-8' Laboratory ID: 45941-05 Project: MidWay Garage/13001-3217 QC Batch ID: HF-1601-M Client: Bennett&O Reilly, Inc. Sampled: 11-07-01 1 Container: 250 mL Glass Received: 11-08-01 Preservation: Cool Extracted: 11-13-01 Matrix: Soil Analyzed: 11-14-01 1 % Moisture: 5 Dilution Factor: 1 Qualitative Identification 1 No petroleum product was identified for this sample. 1 'Arialyte Concentration T—Unit;7 Reporting Limit Total Petroleum Hydrocarbons BRL mg/Kg 62 1 QC Surrogate Compound Recovery QC Limits ortho-Terphenyl 86 % 60- 140 % 1 Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. 1 Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. 1 1 ' 1 i 1 1 1 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 1 GROUNDWATER ANALYTICAL ' ASTM METHOD D3328-90 (Modified) Hydrocarbon Fingerprinting by GC/FID ' Lab ID: 45941-05 Hydrocarbons Laboratory rY Q40 1 j 0.35 j 0.30 1 0.25 f I 0.20 ' 0.15 i 1 0.10 1 0.0s 1 0 5 10 15 20 25 30 35 40 Retention Time (Minutes) 1 1 � ' GROUNDWATER ANALYTICAL ASTM Method D3328-90 (Modified) Hydrocarbon Fingerprinting by GC/FID ' Field ID: HB-23:0-11' Laboratory ID: 45941-06 Project: Midway Garage/6001-3217 QC Batch ID: HF-1601-M Client: Bennett 8,O Reilly, Inc. Sampled: 11-07-01 ' Container: 250 mL Glass Received: 11-08-01 Preservation: Cool Extracted: 11-13-01 Matrix: Soil Analyzed: 11-14-01 ' % Moisture: 2 Dilution Factor: 1 Qualitative Identification j ' No petroleum product was identified for this sample. ' Arialyte Concentration Units Reporting Limit Total Petroleum Hydrocarbons BRL mg/Kg 60 ' QC Surrogate Compound Recovery QC Limits ortho-Terphenyl 93 % 60- 140 % ' Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. ' Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. 1 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL ' ASTM METHOD D3328-90 (Modified) Hydrocarbon Fingerprinting by GC/FID Lab ID: 45941-06 Hydrocarbons Laboratory 0.4 i 0.3- i I � � I i i 0.2 � I I 0.1 II j11 I 0 5 10 15 20 25 30 35 40 ' Retention Time (Minutes) GROUNDWATER ' ANALYTICAL EPA Method 8260B ' TCL Volatile Organics by GC/MS Field ID: HB-18:0-6' Laboratory ID: 45941-07 Project: MiclWay Garage/13001-3217 QC Batch ID: VM4-1996-S Client: Bennett&O Reilly, Inc. Sampled: 11-07-01 Container: 40 mL VOA Vial Received: 11-08-01 Preservation: NaHSO4/Cool Analyzed: 11-10-01 ' Matrix: Soil Dilution Factor: 1 % Moisture: 6 CAS Number Analyte j Concentration Units j Reporting Limit! 74-87-3 Chloromethane BRL _ ug/Kg 17 ' 75-01-4 Vinyl Chloride --- BRL ug/Kg 17 74-83-9 Bromomethane BRL ug/Kg 17 75-00-3 Chloroethane — - - — - BRL -_ ug/Kg 17 75-35-4 1,1-Dichloroethene BRL_ ug/Kg 9 ' 67-64_1 Acetone _—_ BRL - ug/Kg 350 75-15-0 Carbon Disulfide - _ BRL _ ug/Kg 86 75-09-2 Methylene Chloride BRL ug/Kg 86 ' 1634-04 grans- l tert-chloroeher( ----- — BRL_ ---� ug/Kg -- 9 -- 1634-04-4 Methyl tert-butyl Ether(MTBE)° BRL ug/Kg 9 75-34-3 1,1-Dichloroethane _ BRL ug/Kg 9 156-59-2 _ -- _cis-1,2-Dichloroethene -------- -- --- BRL - - --- --u_g/Kg -- 9 - -- 86 ' 67-66-3_-- Chloroform none(MEK) —---- _ -.— —..-- _—BRL - -- - --ug/Kg --9 - - _67-66-3 Chloroform BRL ug/Kg 9 71-55-6 1,1,1-Trich loroethane BRL ug/Kg 9 56-23-5 Carbon Tetrachloride BRL ug/Kg 9 7143-2 Benzene BRL ug/Kg - 107-06-2 1,2-Dichloroethane BRL ug/Kg ! 9 79-01-6 Trichloroethen BRL ug/Kg 9 78-87-5 1,2-Dichloropro_p_ane _ BRL ug/Kg 9 _ 75-27-4 Bromodichloromethane BRL ug/Kg 1 9 10061.01-5 cis-113-Dichloro ro ene BRL ug/Kg 1. 9 108-10-1 4-Methyl-2-Pentanone(MIRK) BRL ug/Kg 86 108-88-3 _ Toluene' _ BRL _ ug/Kg 9.10061-02-6 trans-1,3-Dichloropropene -- — BRL — ug/Kg —9 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 9 127-18-4 Tetrachloroethene BRL ug/Kg 9 591-78-6 j 2-Hexanone BRL ug/Kg 86 124-48-1 Dibromochloromethane j BRL j ug/Kg 9 108-90-7 ! Chlorobenzene BRL ug/Kg 9 100-41-4 Ethylbenzene BRL j ug/Kg 9 j 108-38-3/106-42-3 j meta-Xylene and para-Xylene BRL L ug/Kg 9 ' ! 95-47-6 j ortho-Xylene ! BRL ug/Kg j 9 f 100-42-5 I Styrene ! BRL ug/Kg I 9 ! 75-25-2 j Bromoform BRL ug/Kg 9 ' 1 79 34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 9 QC.Sucrogate Compounds'- Recovery ;QC,:Limits. Dibromofluoromethane 102 % 80-120% 1,2-Dichloroethane-d4 113 % 80-120 ' Toluene-de 99 % 81 -117% 4-Bromofluorobenzene 98 % 74-121 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update 111(1996). Analyte list ' as specified by the Target Compound List(TCL)of the US EPA Contract Laboratory Program. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. ' Reporting limits are adjusted for sample dilution,percent moisture and sample size. 0 Indicates additional target analyte. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL ' Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GGPID/F1D ' Field ID: MW-15 Laboratory ID: 45941-08 Project: MiclWay Garage/13001-3217 QC Batch ID: VG3-1535-W Client: Bennett&O Reilly, Inc. Sampled: 11-07-01 Container: 40 mL VOA Vial Received: 11-08-01 ' Preservation: HCI/Cool Analyzed: 11-13-01 Matrix: Aqueous Dilution Factor: 1 VPH Ranges Concentration Units Reporting Limit! ' n-05 to n-C8 Aliphatic Hydrocarbons t0 - BRL ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons BRL _ ug/L 20 _ n-C9 to n-C10 Aromatic Hydrocarbons t _ -BRL - ug/L 20 ' Unadiusted n-05 to n-C8 Aliphatic Hydrocarbons r _ __ -_BRL _-_ ug/L 20 -- Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons ' - BRL ug/L 20 CAS Number Target Analytes j Concentration Units Reporting Limit; ' 1634-04-4 - .Methyl tert-butyl Ether° - — -9 — - ug/L - _- 5 7143-2 Benzene ° BRL ug/L 1 - - -- — ----------- 108-88-3 Toluene ° - BRL ug/L 5 10041-4 Ethylbenzene' BRL __ ug/L_108-38-3 and meta- Xylene and Para BRL ug/L 5 106-42-3 Xylene: 95-47-6 ortho- Xylene: BRL ug/L. 5 ' 91-20-3 Naphthalene _ _BRL _ ug/L 5_ QC Surrogate Compounds_____7 Recovery QC Limits - 2,5-Dibromotoluene(PID) 107 % 70-130 % _ ' -- -- 2,5-Dibromotoluene(FID) _- - ----- ----- 96%------ _- 70- 130 % QA/QC Certification 1. Were all QA/QC procedures required by the method followed? Yes ' 2. Were all perform ance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest ' concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. ' 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations an( the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. a Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. ' # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL ' Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GC/PID/FID ' Field ID: MW-16 Laboratory ID: 45941-09 Project: MidWay Garage/B001-3217 QC Batch ID: VG3-1532-W Client: Bennett&O Reilly, Inc. Sampled: 11-07-01 Container: 40 mL VOA Vial Received: 11-08-01 Preservation: HCI/Cool Analyzed: 11-10-01 Matrix: Aqueous Dilution Factor: 1 VPH Ranges Concentration T Units Reporting Limit ' n-05 to n-C8 Aliphatic Hydrocarbons r° BRL ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons r _ BRL ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons' _ BRL_ ug/L 20 ' Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons r - _ BRL ug/L 20 Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons BRL ug/L 20 CAS Number -Target Analytes Concentration Units Reporting Limit' 1634-04-4 :-Methyl tert-butyl Ether c BRL ug/L 5 71-43-2 _ Benzene ° _ BRL _ ug/L _ 1 _ 108-88-3 Toluene ° BRL ug/L 5 ' 100-41-4_ Ethyl benzene F BRL ug/L 5 108-38-3 and meta- Xylene and Para- BRL ug/L 5 106-42-3 Xylene` 95-47-6 ortho- Xylene= BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 QC Surrogate Compounds —� Recovery —� QC Limits _ 2,5-Dibromotoluene(PID) 111 % 70- 130 % _ _...- - ----- 2,5-Dibromotoluerie OD) 10- QA/QC Certification _ 1. Were all QA/QC procedures required by the method followed? Yes ' 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. ' The accompanying cover letter, project narrative and quality control report are considered part of this data report. — Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. ' Reporting limits are adjusted for sample dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. ' 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations an( the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. n Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL ' Trace Metals by ICP-AES and CVAA Field ID: HB-18:0-6' Laboratory ID: 45941-02 ' Project: MidWay Garage/6001-3217 Sampled: 11-07-01 Client: Bennett&O Reilly, Inc. Received: 11-08-01 Container: 250 mL Glass % Solids 92 Preservation: Cool ' Matrix: Soil CAS Number] Analyte Concentration Units ReL rtrtmg Analyzed QC Batch Method ' 7440-38-2 Arsenic,Total 1.9 mg/Kg 1.1 11-13-01 MM-1483-S 6010E 7440-39-3 Barium,Total BRL mg/Kg 21 11-13-01 i MM-1483-S 6010B 7440-43-9 Cadmium, Total BRL mg/Kg 0.53 11-13-01 MM-1483-S 6010B ' 7440-47-3 Chromium,Total BRL mg/Kg 11 11-13-01 MM-1483-S 6010B 7439-92-1 Lead, Total 64 mg/Kg 11 11-13-01 MM-1483-S 6010B 7439-97-6 Mercury, Total _ 0.51 mg/Kg 0.036 11-09-01 MP-1117-S 7471A 7782-49-2 Selenium, Total BRL mg/Kg 11 11-13-01 j MM-1483-5 60106 7440-22-4 Silver, Total BRL mg/Kg 5.3 11-13-01 MM-1483-S 6010E ' Method Reference: Test Methods for Evaluating Solid Waste, US EPA, SW-846,Third Edition, Update III (1996). Kesuits are reportea on a ary weignt basis. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest ' concentration tnat can oe renamy quantined under routine iaboratory operating conditions. Keponing umrts are adjusted ror sample duution ano sample size. 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 GROUNDWATER ANALYTICAL Project Narrative Project: Midway Garage/13001-3217 Lab ID: 45941 Client: Bennett &O'Reilly, Inc. Received: 11-08-01 A. Physical Condition of Sample(s) This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. B. Project Documentation 1 This project was accompanied by satisfactory Chain of Custody documentation. The sample container label(s) agreed with the Chain of Custody. C.',Analysis of Sample(s) No analytical anomalies or non-conformances were noted by the laboratory during the processing of these sample(s). All data contained within this report are released without qualification. 1 1 1 1 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Ir�O//w,D,w,���� 228 Main Street,P.O.r3ox 120C f� U 1/V Buzzards Bay,MA 02ti32 CHAIN-OF-CUSTODY RECORD NAILYTICALL -telephone(508)759-r.441 AND WORK ORDER_ FAX(508)759-4475 ���� Q 5 3 8 C,s rojecl Name: Firm: AM r TURNAROUND ANALYSIS REQUEST ❑STANDARD Votautes Bemlvolatitas Pesl/Hmh/PCBs Pehateumx amcamen roject Num a Address: (10 Business Days) Exlraclahle Vol. Metals Hat. GeneralChemislry Other Est. PH Ve1.TP Waste I- TV n j + PRIORITY(5 Business Days) es 5 _ (� C RUSH(RAN- ) E s ampler Name: (Rush requires I Authorization Number) ❑ la n f 1 is v tU M City/State/Zip: i n n r �( �Joe � Please FAX YES ❑ NO rnlect ManPN'S r: /V`V G(J'l FAX Number: ��4j� __ - Telephone: / a _ _ ❑ m BILLING a" $ 4 - q ---LLL nnn F Purchase Order No.: GWA Reference No.: Boa-3z STRUCTI :Use separate line for each container(except replicates). o m �, i e N c n o < z o o C A tripling Matrix Type z $ s m m a= _ _ o o a L- �, { T YP Containers) Preservation rmerea n n I: ti n n n n n o o _ E = 1,.' - SAMPLE a _ LABORATORY IDENTIFICATION ti ° a e $ v A NUMBER t _ _ - m - a ❑ xJ o W o a d a a n e i 3 n e G li (Lab Use Only) ...j .-- l( I m 9 moo' o o •^ - i m n m i e o a.r�l rm'1 0_ c -- n :1 I1 fl n I1 "I I1 f"1 Il n f o 0 ❑ n c n I I li n nr n n ri n n u-G f 3 3 J r ,rs ALL 5 _REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES Regulatory Program Project Specific QC CHAIN-OF-CUSTODY RECORD ❑Sale Drinking Water Act NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. ❑MA DEP Form Many regulatory programs and EPA methods require project R I quished by srnpler: Dale Time Received b specific OC.Project specific QC includes Sample Duplicates. Y Receipt Temperature: D NPOES/Clean Water Act Matrix Spikes,and/or Matrix Spike Duplicates.Laboratory QC is O Il Specify State: not project specific unless prearranged.Project specific QC �"1: 5Sr/ /9 / . 10 R'CRA/Haz.Waste Char. samples are charged on a per sample basis.For water samples elinquished ate Time Ivr tAyvtA MCP(310 CMR 40) each MS,MSD and Sample Duplicate requires an additional Rece' ad jj r-q Shipping/Airbill / eporlabte ConQentralions sample aliquot. Number: dCGW-1 �19CS.1 Project Specltic OC Required Selection of OC Sample Relinquis y Date Time R ceived by oral Custody Seal/ Cl RCGW 2/r[flCS•2 p Sample Duplicate _ U MA Dredge Disposal ❑Selected by Laboratory L� j >Z 1 Cooler Serial I]Matrix Spike ❑Please use sample: .L'L �Gt-Z.l umber: U pe❑RI❑CT C ME p Meth do $ i me WA Courier/ N Specify Catogory: ❑Matrix Spike Duplicate — —_ P O Express Mail ❑Federal Express CI UPS CI Hand 0__ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 GROUNDWATER ANALYTICAL ' Quality Assurance/Quality Control ' A. Program Overview ' Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test ' Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPS) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, ' one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GUMS sequences, all sequences close with a continuing calibration standard. GC/MS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. ' Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. B. Definitions ' Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the ' same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory C6ntrol Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks ' consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each ' sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. ' Groundwater Analytical, Inc. P.O. Box 1200 228 Main Street Buzzards Bay,Y, MA 02532 ' GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Sample Category: ASTM Method D3328-90 (Modified) QC Batch ID: HF-1601-M Matrix: Soil ' Units: mg/Kg Analyte Spiked Measured Recovery QC Limits ' Fuel Oil No. 2 130 100 75 % 60- 140 % QC Surrogate Compound Recovery QC Limits ' ortho-Terphenyl _ _ 89 % 60- 140 % Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. ' Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. tj I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL Quality Control Report Method Blank ' Category: ASTM Method D3328-90 (Modified) QC Batch ID: HF-1601-M Matrix: Soil ' Analyte Concentration Units Reporting Limit Total Petroleum Hydrocarbons BRL mg/Kg 60 QC Surrogate Compound I Recovery QC Limits ortho-Terphenyl 93 % 60- 140 % Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. on a dry weight basis. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. ' Reporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Sample Category: EPA Method 8260B QC Batch ID: VM4-1996-SL Matrix: Soil Units: ug/Kg CAS Number Analyte Spiked Measured Recovery QC limits i 75-354 1,1-Dichloroethene 50 46 92 % 70-130 7143-2 Benzene _ 50 49 ! 98% 70-130 79-01-6 Trichloroethene 50 46 91 % 70-130 108-88-3 Toluene 50 47 93 % 70- 130 108-90-7 Chlorobenzene_ _ 50 46 _ 92 % 70- 130 % _ ' QC Surrogate Compounds Recovery QC Limits Dibromofluoromethane _ __ 100 % _ 80- 120 1,2-Dichloroethane-d, ---__— 104 % _ —_ 80- 120 % _— Toluene-de 99 % 81 - 117 4-Bromofluorobenzene 98 % 74- 121 Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III (1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. f Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL ' Quality Control Report Method Blank ' Category: EPA Method 82606 QC Batch ID: VM4-1996-SB Matrix: Soil CAS Number Analyte Concentration Units Reporting Limit+ 74-87-3 Chloromethane BRL ug/Kg 10 75-01-4 Vinyl Chloride BRL ug/Kg 10 74-83-9 Bromomethane BRL ug/Kg 10 ' 75-00-3 Chloroethane - BRL _ — j ug/Kg 10 75-35-4 1,1-Dichloroethene BRL _ ug/Kg 5 -67-64-1 Acetone _ —_ _ BRL --- _ ug/Kg 200 75-15-0 Carbon Disulfide -- BRL _ ug/Kg 50 75-09-2 Methylene Chloride BRL ug/Kg 50 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 5 _ 1634-044 Methyl tert-butyl Ether(MTBE)0 BRL _ ug/Kg 5 ' 75-34-3 -1,Y-Dichloroethane _ _ - —_ - BRL -- _ ug/Kg 5 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 5 _ 78-93-3 2-Butanone(MEK) BRL ug/Kg 50 ' 67-66-3 Chloroform BRL ug/Kg 5 71-55-6 1,1,1-Trich loroethane - _ BRL ug/Kg 5 56-23-5 Carbon Tetrachloride BRL ug/Kg 5 7143-2 --- Benzene---- BRL --- ug/Kg -- -- ----- -- -- ------- - - -- - - - - -- -- - - - — ------5 ---- 107-06-2 1,2-Dichloroethane BRL ug/Kg 5 79-01-6 Trichloroethene BRL ug/Kg 5 78-87-5 1,2-Dichloropropane BRL ug/Kg 5 75-27-4 Bromodichloromethane BRL ug/Kg 5 10061-01-5 cis-1,3-Dichloropropene_ BRL ug/Kg 5 108-10-1 4-Methyl-2-Pentanone(MIBK) BRL ug/Kg 50 ' 108-88-3 —,,-.--Toluene -- --- _- --_- BRL =_--_ ug/Kg 5 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 5 79-00-5 1,1,2-Trichloroethane _ BRL ug/Kg i 5 127-18-4 Tetrachloroethene BRL j ug/Kg 5 591-78-6 2-Hexanone BRL ug/Kg 50 j 124-48-1 Dibromochloromethane BRL j ug/Kg 5 j 108-90-7 Chlorobenzene BRL ug/Kg 5 100-414 Ethylbenzene BRL j ug/Kg 5 ' 1108-38-3/10642-3 1 meta-Xylene and para-Xylene BRL ug/Kg 5 i 95-47-6 ortho-Xylene BRL j ug/Kg 5 100-42-5 Styrene BRL j ug/Kg 5 ' 75-25-2 Bromoform BRL ug/Kg j 5 j 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 5 j QC;Sucrogate Compounds ;;: . w'`'Kecovery.,.. {,<`, _ QC Limits ' Dibromofluoromethane j 99 % _ 80-120% 1,2-Dichloroethane-d4 103 % 80-120% Toluene-da 99 % 81 -117% 4-Bromofluorobenzene ; 103 % 74-121 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyte list as specified by the Target Compound List(TCL)of the US EPA Contract Laboratory Program. Results are reported on a dry weight basis. ' Report Notations: BRL Indicates concentration,if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. ' 0 Indicates additional target analyte. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 71 ' GROUNDWATER ANALYTICAL ' Quality Control Report Laboratory Control Sample ' Category: MA DEP VPH Method QC Batch ID: VG3-1532-W Matrix: Aqueous ' Units: ug1L CAS Number Analyte Spiked Measured Recovery QC Limits 1634-04-4 Methyl tent-butyl Ether 50 54 107% 70- 130 %_ ' 71-43-2 Benzene 50 52 104% 70- 130 % — 108-88-3 Toluene 50 55 110% 70- 130 _100-41-4 Ethylbenzene _ _ 50 55 109% 70- 130 % 108-38-3 and meta- Xylene and Para- 100 110 111% 70- 130 % 106-42-3 Xylene 95-47-6 ortho- Xylene 50 _ 108% 70- 130 % 91-20-3 Naphthalene 50 _ _52 _ 105% 70- 130 % ' QC Surrogate Compounds Recovery QC Limits 2,5-Dibromotoluene(PID) _ 108% _ ____ 70- 130 % 2,5-Dibromotoluene(FID) _ 97% 70- 130 Method Reference: Method for the Determination�of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I, ' ANALGROUY�CALTEI4 Quality Control Report Method Blank ' Category: MA DEP VPH Method QC Batch ID: VG3-1532-W Matrix: Aqueous ' VPH Ranges Concentration Units Reporting Limit n-05 to n-C8 Aliphatic Hydrocarbons t° BRL ug/L ( 20 n-C9 to n-C12 Aliphatic Hydrocarbons T BRL _ ug/L 20 n-C9 to n-C10 Aromatic(Hydrocarbons BRL ug/L 20 ' Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons' _ BRL ug/L 20 Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons' BRL ug/L 20 CAS Number Target Analytes Concentration Units 1 Reporting Limit 1634-04-4. Methyl tert-butyl Ether' _ BRL ug/L 5 71-43-2 Benzene _ __ BRL _ _ ug/L 1 ' 108-88-3 — Toluene ° -- _--- -_-- BRL -_ — ug/L 5 —_ 100-41-4 Ethylbenzene: BRL ug/L _ 5 108-38-3 and meta- Xylene and para- BRL ug/L 5 106-42-3 Xylene: 9547-6 ortho- Xylene` BRL ug/L 5 — 91-20-3 Naphthalene - ----- -----------. BRL ------------ ug/L - ---- 5 QC Surrogate Compounds Recovery QC Limits 2,5-Dibromotoluene(PID) 121 % 70- 130 % 2,5-Dibromotoluene(FID) 110 % 70- 130 % ' Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and ' the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. a Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. Groundwater.Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ANALY I ALTER ' Quality Control Report Laboratory Control Sample ' Category: MA DEP VPH Method QC Batch ID: VG3-1535-W Matrix: Aqueous ' Units:' ug/L CAS Number Analyte Spiked Measured Recovery QC Limits 1634-04-4 Methyl tert-butyl Ether 50 56 112% 70- 130 % ' 71-43-2 Benzene — 50 53 106% 70- 130 % 108-88-3 Toluene 50 56 112% 70- 130 % 100-41-4 Ethylbenzene _ 50 _ 55 110% _ 70- 130 % _ 108-38-3 and meta- Xylene and para- 100 110 113% 70- 130 106-42-3— Xylene 95-47-6 ortho- Xylene 50 55 110% 70- 130 91-20-3 Naphthalene 50 47 93% _ _70- 130 % QC Sufrogate Compounds Recovery QC Limits 2,5-Dibromotoluene(PID) 103% 70- 130 % 2,5-Dibromotoluene(FID) 92% 70- 130 ' Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL Quality Control Report Method Blank ' Category: MA DEP VPH Method QC Batch ID: VG3-1535-W Matrix: Aqueous ' VPH Ranges Concentration Units 'Reporting limit: n-05 to n-C8 Aliphatic Hydrocarbons t0 BRL ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons BRL ug/L 20 n-C9 to n_C10 Aromatic Hydrocarbons' BRL _ — ug/L 20 Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons` BRL_ ug/L 20 Unadjusted n-C9 to n-Cl2 Aliphatic Hydrocarbons t BRL _ —ug/L 20 iCAS Number Target Analytes Concentration Units Reporting limit' 1634-04-4 Methyl ten-butyl Ether° BRL ug/L 5 71-43-2 Benzene ° BRL ug/L 1 108-88-3 Toluenes BRL ug/L 5 100 41 4 Ethylbenzene F BRL_ _ ug/L _ _ 5 108-38-3 and meta- Xylene and Para- BRL ug/L 5 ' 106-42-3 Xylene: 95-47-6 ortho- Xylene; BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 QC Surrogate Compounds Recovery QC Limits 2,5-Dibromotoluene(PID) 109 % 70-- 130 2,5-Dibromotoluene(FID) 99 % 70- 130 % Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. ' t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ' ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. a Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. ' # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. I I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' ASDWA NALY ICALTER Quality Control Report Laboratory Control Sample ' Category: Metals Matrix: Aqueous CAS Number- Analyte Method QC Batch Units Spiked Measured Recove QC Limits 7440-38-2 Arsenic 6010E MM-1483-WL mg/L 100 92 92 % 80- 120 % 7440-39-3 Barium 6010B MM-1483-WL mg/L 100 93 93 % 80- 120 % I ' 7440 43-9 Cadmium 6010B MM-1483-WL mg/L 100 90 ! 90% j 80- 120 % 7440-47-3 Chromium 6010E MM-1483-WL mg/L 100 98 98% 80- 120 % 7439-92-1 Lead 6010E MM-1483-WL mg/L 100 87 87% 80- 120 % ' _7782-49-2 Selenium 6010E MM-1483-WL mg/L 100 92 92 % 80- 120 % 7440-22 4 Silver 6010E MM-1483-WL mg/L 100 91 91 % 80- 120 % 7439-97-6 Mercury 7471A MP_111 7-WL _mg/L 0.17 0.17 99 % 80_120 % Method References: Test Methods for Evaluating Solid Waste,SW-846,Third Edition, Update III (1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, ' or alternatively based upon the historical average recovery plus or minus three standard deviation units. I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL ' Quality Control Report Method Blank Category: Metals Matrix: Aqueous CAS Number I Anal a Result Units Reporting i Limit QC:Batch Method 7440-38-2 Arsenic BRL mg/L 0.1 MM-1483-WB 60106 7440-39-3 Barium BRL mg/L 0.2 MM-1483-WB 6010B 7440-43-9 Cadmium BRL mg/L - 0.50 MM-1483-WB 6010B 7440-47-3 Chromium BRL mg/L 10 MM-1483-WB 6010B 7439-92-1 Lead BRL mg/L _ 10_0 MM-1483-WB 6010B -- ' 7782-49-2 Selenium BRL mg/L 10.0 MM-1483-WB 6010B 7440-224 Silver BRL mg/L 5.0 MM-1483-WB 6010B 7439-97-6 Mercury BRL mg/L 0.033 MP-1117-WB 7471A Method References: Test Methods for Evaluating Solid Waste, SW-846,Third Edition, Update ill (1996). Report Notations: BRL Indicates result, if any, is below reporting limit for analyte. Reporting limit is the lowest ' value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. I , Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 GROUNDWATER ANALYTICAL Certifications and Approvals CONNECTIICUT, Department of Health Services, PH-0586 Potable Water,Wastewater/Trade Waste,Sewage/Effluent,and Soil pH,Conductivity,Acidity,Alkalinity,Hardness,Chloride,Fluoride,Ammonia,Kjeldahl Nitrogen,Nitrate,Nitrite,Orthophosphate,Total Dissolved Solids,Cyanide,Aluminum,Antimony,Arsenic,Barium,Beryllium,Cadmium,Total Chromium,Hexavalent Chromium,Cobalt,Copper,Iron,Lead, Magnesium,Manganese,Mercury,Molybdenum,Nickel,Potassium,Selenium,Silver,Sodium,Thallium,Tin,Titanium,Vanadium,Zinc,Purgeable Halocarbons,Purgeable Aromatics,Pesticides,PCBs,PCBs in Oil,Ethylene Dibromide,Phenols,Oil and Grease. C. MAINE, Department of Human Services, MA103 Drinking Water Reciprocal certification in accordance with Massachusetts certification for drinking water analytes. Waste Water Reciprocal certification in accordance with Massachusetts certification for waste water analytes. D. MASSACHUSETTS, Department of Environmental Protection, M-MA-103 Potable Water Antimony,Arsenic,Barium,Beryllium,Cadmium,Chromium,Copper,Lead,Mercury,Nickel,Selenium,Thallium,Nitrate-N,Nitrite-N,Fluoride, Sodium,Sulfate,Cyanide,Turbidity,Residual Free Chlorine,Calcium,Total Alkalinity,Total Dissolved Solids,pH,Trihalomethanes,Volatile Organic Compounds,1,2-Dibromoethane, 1,2-Dibromo-3-chloropropane,Total Coliform,Fecal Coliform,Heterotrophic Plate Count,E-Coll Non-Potable Water Aluminum,Antimony,Arsenic,Beryllium,Cadmium,Chromium,Cobalt,Copper,Iron,Lead,Manganese,Mercury,Molybdenum,Nickel,Selenium, Silver,Strontium,Thallium,Titanium,Vanadium,Zinc,pH,Specific Conductance,Total Dissolved Solids,Total Hardness,Calcium,Magnesium, Sodium,Potassium,Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Kjeldahl-N,Orthophosphate,Total Phosphorus,Chemical Oxygen Demand,Biochemical Oxygen Demand,Total Cyanide,Non-Filterable Residue,Total Residual Chlorine,Oil and Grease,Total Phenolics, Volatile Halocarbons,Volatile Aromatics,Chlordane,Aldrin,Dieldrin,DDD,DOE,DDT,Heptachlor,Heptachlor Epoxide,Polychlorinated Biphenyls(water),Polychlorinated Biphenyls(oil). E. MICHIGAN, Department of Environmental Quality Drinking Water Trihalomethanes,Regulated and Unregulated Volatile Organic Compounds by EPA Method 524.2;1,2-Dibromoethane,1,2-Dibromo-3- chloropropane by EPA Method 504.1 F. NEW HAMPSHIRE, Department of Environmental Services, 202798 Drinking Water Metals by Graphite Furnace,Metals by ICP,Mercury,Nitrite-N,Orthophosphate,Residual Free Chlorine,Turbidity,Total Filterable Residue,Calcium Hardness,pH,Alkalinity,Sodium,Sulfate,Total Cyanide,Insecticides,Herbicides,Base/Neutrals,Trihalomethanes,Volatile Organics,Vinyl Chloride,DBCP,EDB,Nitrate-N. Wastewater ' Metals by Graphite Furnace,Metals by ICP,Mercury,pH,Specific Conductivity,TDS,Total Hardness,Calcium,Magnesium,Sodium,Potassium, Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Orthophosphate,TKN,Total Phosphorus,COD,BOO,Non-Filterable Residue, Oil&Grease,Total Phenolics,Total Residual Chlorine,PCBs in Water,PCBs in Oil,Pesticides,Volatile Organics,Total Cyanide. RHODE'ISLAND, Department of Health, 54 Surface Water,Air,Wastewater, Potable Water,Sewage ' Chemistry: Organic and Inorganic 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' Groundwater Analytical,Inc. GROUNDWATER P.O.Box 1200 Street ANALYTICAL Bu Main Bay, Buzzards Bay, MA 02532 Telephone(508)759-4441 FAX(508)759-4475 ' November 21, 2001 Ms. Kara Risk ' Bennett & O'Reilly, Inc. P.O. Box 1667 Brewster, MA 02631 ' Project: Midway Garage1113001-3217 Lab I D: 46076 Sampled: 11-13-01 Dear Kara: Enclosed are the Metals, Volatile Organics and Hydrocarbon Fingerprint Analyses performed for the above referenced project. This project was processed for Priority One Week turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a project narrative indicating project changes and non-conformances, a brief description of the Quality Assurance/Quality Control procedures employed by our laboratory, and a statement of our state certifications. ' I attest under the pains and,penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to ' the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. ' Sincerely, Eric H.Je sen ' Project snag EHJ/amb Enclosures I ' << IMPORTANT >> THE UNIT INDICATES TONES? IS EMPTY. THE UN I T W I LL STORE THE DOCUMENTS I NTO f'E?0RY TO AVO I D FA I NT PR I NT FOR FAX RECUT I ON. << IMPORTANT >> ' TONER ALMOST EMPTY, PLEASE BUY REPLACEMENT. TO PURCHASE, CONTACT YOUR LOCAL DEALER. << IMPORTANT >> ' IF YOU HAVE ANY QUESTIONS ON PRINTING QUALITY, PLEASE PRINT A TEST REPORT TO CONFIRM IT. TO PRINT A REPORT: 1.PRESS 'MENU' 2 TIMES. CUNTIL THE DISPLAY SHOWS "PRINT REPORT") ' 2.PRESS 'START/[SET]'. 3.USE THE ARROW KEYS OR 'JOG-DIAL' TO SELECT "PRINTER TEST". 4.PRESS 'START/[SET]' TO PRINT THE REPORT. t FOR FAX ADUANTAGE ASSISTANCE, PLEASE CALL 1-900-HELP-FAX C435-7329). GF�OL�111t71NATER ANALYTICAL ' EPA Method 8260B TCL Volatile Organics by GCIMS Field ID: HB-24:0-1V Laboratory ID: 46076-01 Project: Midway Garage/8001-3217 QC Batch ID: VM4-2011-S Client: Bennett&O'Reilly, Inc. Sampled: 11-13-01 Container. 40 mL VOA Vial Received: 11-14-01 Preservation: I4aHSO4 I Cool Analyzed 11-21-01 ' Matrix: soil -- Dilution Factor. 1 - %Moisture: U 74-87-3 Chloromethane BRL ug/Kg 13 1 _. __..... . 75-01-4 : Vinyl Chloride _ BRL ugtKg 13 74 83 9 i Bromomethane BRL ug/Kg 13 75-00-3 Chloroethane BRL -- ug/Kg 13 75-35-4 1,1-Dichloroethene BRL ug/Kg 6 ' 67-64-1 Acetone BRL ug(Kg 260 I 75-15-0 Carbon Disulfide BRL ug/Kg 64 75-09-2 Methylene Chloride BRL_ - __ ug/Kg 64 156.60-5 trans-1,2-Dichloroethene BRL ! ug/Kg 6 ' 75-34-3 t'l-_Dichloroethane- - - - - BRL _ ug/Kg 6 156- —_ 59-2 cis- BRL ug/Kg 6 78-93-3 2-Butanone(MEK) BRL ug/Kg 64 67-66-3 Chloroform BRL ug/Kg 6 71-55-6 1,10-Trichloroethane BRL ug/Kg 6 56-23-5 Carbon Tetrachloride BRL _ ug/Kg 6 71-43-2 Benzene j BRL ug/Kg 6 107-06-2 1,2-Dichloroethane BRL ug/Kg 6 79-01.6 Trichloroethene BRL ug/Kg 6 1 --" _78-87-5 _1,2-Dichloropropane _ BRL ug/Kg _ _ 6 75-27� Bromodichloromethane BRL ug/Kg 6 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 6 t 108 t0-1 4-Methyl-2-Pentanone(MIBK) - BRL ugtKg 64- 108-88-3 Toluene BRL u&Xg 6 1 006 1-02-6 trans 1,3-Dichloropropene BRL ug/Kg 6 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 6 ' 127-18-4 Tetrachloroethene BRL ug/Kg 6 591-78-6 2-Hexanone _ BRL ug/Kg 64 _ 124-48-1 _Dibromochloromethane BRL ug/Kg 6 108-90-7 Chlorobenzene BRL ug/Kg 6 ' 100-41-4 i Ethylbenzene BRL ug/Kg 6 108-38-31106-4.2_-3 meta-Xylene andpars-Xylene BRL_ _ug/Kg 6 95-47-6 ortho-Xylene BRL ug(Kg 6 100-42-5 - Styrene BRL ug%Kg 6 75-25-2 Bromoform BRL ug/Kg 6 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 6 Dibromofluoromethane 102 % 80-120% 7,245ichloroethane_34 114 % 80-120% -- - _. . _ Toluene-do 97 % 81 -117 96 4-Bromofluorobenzene 105 % _74-121 %....._ Metttod Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update 111(1996). Analyte list t as specified by the Target Compound List(TCL)of the US EPA Contract Laboratory Program. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. ' Reporting limits are adjusted for sample dilution,percent moisture and sample size. i Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNCIWATER ANALYTICAL 1 ASTM Method D3328-90 (Modified) Hydrocarbon Fingerprinting by GCJFID Field ID: HB-24:11-11' Laboratory ID: 46076-02 Project: Midway Garage/BO01-3217 QC Batch ID: HF-1602-M Client: Sennett&O'Reilly,Inc. Sampled: 11-13-01 ' Container: 250 mL Glass Received: 11-14-01 Preservation: Cool Extracted: 11-14-01 Matrix: Soil Analyzed: 11-15-01 %Moisture: 8: Dilution Factor: 1 Lim_ -- This sample has GCrFID characteristics that are similar to: 1. Petroleum products in the Lubricating Oil (n-18 to n-36) range. - _- --- d -- Total .um Hydrocarbons 88 mg/Kg 65 ortho-Terphenyl -- 86 % 60- 140% ' Method Reference: Comparison of Waterbome Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. Results are quantified on the basis of 5a-androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I ' GROUNDWATER ANALYTICAL ASTM METHOD D3328-90.(Modified) Hydrocarbon Fingerprinting by GC/FID 1 Lab 1D: 46076-02 Hydrocarbons Laboratory 0.5 - 1 I 0.3 I ' 0.2 0.1 1 0 5 10 15 20 25 30 35 40 Retention Time (Minutes) 1 ' 1 1 1 GROUNDWATER ANALYTICAL D 28 ASTM Method33 -90 (Modified)d) Hydrocarbon Fingerprinting by GC/FID Field ID: HB-25:10-14' Laboratory ID: 46076-03 Project: htidway Garage/8001-3217 QC Batch ID: HF-1602-M Client: Bennett 110 Reilly Inc. Sampled: 11-13-01 ' Container. 250 mL Glass Received: 11-14-01 Preservation: Cool Extracted: 11-14-01 Matrix: Soil Analyzed: 11-15-01 96 Moisture: 14 Dilution Factor 1 � e ' No petroleum product was identified for this sample. ' :._— �a��-- �.5,,,_..—� - moo. = •_". . Total Petroleum Hydrocarbons _ BRL mg/Kg 69 ortho-Terphenyl 90 96 60- 140°k Method Reference: Comparison of Waterbome Petroleum 011s by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. ' Results are quantified on the basis of Sa—androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,If any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 f ' GROUNDWATER ANALYTICAL ASTM METHOD D3328-90(Modified) Hydrocarbon Fingerprinting by GC/FID Lab ID: 4.6076-03 Hydrocarbons Laboratory 0.4 ' 03 0.2- 0.1 0 5 10 15 20 25 30 35 40 Retention Time (Minutes) 1 ' GROUNDWATER ANALYTICAL ' ASTM Method D3328-90 (Modified) Hydrocarbon Fingerprinting by GOAD ' Field ID: HB-26: 7-14' laboratory ID: 4607&04 Project: Midway Garage/9001-3217 QC Batch ID: HF-1602-M Client: Bennett&O Reilly Inc. Sampled: 11-13-01 Container. 250 ml.Glass Received: 11-14-01 Preservation: Cool Extracted: 11-14-01 Matrix: Soil Analyzed: 11-15-01 %Moisture: 9 Dilution Factor. 1 No petroleum product was identified for this sample. -- Total Petroleum H/drocarbons BRL mg/Kg 65 o ;o-Terphenyl 88 % 60-140°r6 Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 1 1.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use ' of microwave accelerated solvent extraction. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ANALY7/CAL ASTM METHOD D3328-90 (Modified) Hydrocarbon Fingerprinting by GC/FiD iLab ID: 46076-04 Hydrocarbons Laboratory I 0.4 0.3 I 0.2 ; i 0.1 I i 0 5 10 15 20 25 30 35 40 Retention Time (Minutes) 1 ' GROUNDWATER ANALYT/CAL ' Trace Metals by ICP-AES and CVAA Field ID: HB-24:0-11' Laboratory 1D: 46076-02 Project: Midway Garage/13001-3217 Sampled: 11-13-01 Client: Benrnett&O'Reilly,Inc. Received: 11-14-01 Container: 250 rnL Glass %Solids 92 Preservation: Cool ' Matrix Soil _ -- = - - 7440-38-2 Arsenic,Total 2.4 mg/Kg 1.1 11-15-01 MM-1485-S 6010B ' 7440-39-3 Baril.im, Total _ BRL mg/Kg 22 11-75-01 MM-1485-S 60100 744043-9 Cadmium,Total BRL mg/Kg 0.55 11-15-01 MM-1485-S 60106 ' 7440-47-3 Chromium, Total BRL mg/Kg 11 11-15-01 MM-1485-5 6010B 7439-92-1 Lead,Total 13 mg/Kg 11 11-15-01 MM-1485-5 6010B 7439-97� ercury, Total BRL mg/Kg 0.037 11-15-01 MP-1120-S 7471A j 7782-49-2 Selentum,Total BRL mg/Kg 11 11-15-01 MM-1485-5 60106 ,. 7440-224 Silver,Total BRL mg/Kg 5.5 11-15-01 MM-1485-5 __t 10B Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update III(1996). Kesults are reported on a ary weight basis. Report Notations: 3Rl Indicates concentration, if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantmea under routine laboratory operating conditions. Keporting limits are aajusted tor sample cmuhon ano Sample size. 1 ' Groundwater Analytical, na yttcal, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 r-- ' GROUNDWATER ANALYTICAL ' Project Narrative ' Project: Midway Garage/BO01-3217 Lab ID: 46076 Client Bennett At O'Reilly, Inc. Received: 11-14-01 This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. This project was accompanied by satisfactory Chain of Custody documentation, with the following amendment(s)or correction(s): 1. Sample identified as"HB-23:0-11"on the Chain of Custody was reported as "HB-24:0-11" per Kara Risk, on V-15-01. ' 2. Sample identified as "HB-24:10 -147 on the Chain of Custody was reported as "HB-25:10 -14" per Kara Risk, on 11-15-01. 3. Sample identified as "HB-25:7-14" on the Chain of Custody was reported as "HB-26:7-14" per Kara Risk, on 11-15-01. traiset — - - — - No analytical anomalies or non-conformances were noted by the laboratory during the processing of these sample(s). All data contained within this report are released without qualification. 1 ' ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GRx� MTER 228 Main Street,P.O.Box 1200 Lf(,/�r(,/ !:._. Buzzards Bay,MA 02532 CHAIN-OF-CUSTODY RECORD ANALYTICAL Telephone(5W)759.4441 AND WORK ORDER N° 053$91 t FAX(508)759.4475 Project Name: , Firm: �(W4) TURNAROUND ANALYSIS REQUEST valNerr l..u..lrun 7,4 M rrrm an n Na ❑STANDARD 10 Business ne55 D 9( aY) .ProjeG Num A PRIORITY(5 Business Days) @ �i31 I�IrJ �RUSH(RAN• s 5 93 (Rush requires Rush AuMorimlion Nurnbe4 c u ❑ ❑ i Sampler Name: City State/21p: i Please FAX YES ONO e f K� n 8 � # FAX Number: � r � I � ; � C � $ Pr jest Manager. elephone: , 1 a ""1� ( , �/ BILLING ❑ c ❑ a = c ❑ dF b�I I!J�30 Purchase Order No.: GWA Reference No.: INSTRUCTIONS:Use separate line for each container(except replicates), O W It ! ❑ o = Sampling Matrix Type I+arrlelner a $ 8 $ 6 ggO Preservation rqr u c ❑ ❑ 7 D O C a n o 0 SAMPLE � � b v ss LABORATORY o ea ag � 0o w IDENTIFICATION : S a a 8 q NUMBER 5 6 $ gage o C R F W 5 a e a b f (lab Use Only) gn E 3 i O d l I c ❑ con ❑ ❑ o ❑ o o ❑ u o ❑ ❑ c u f9 ❑ ❑ n ❑ ° o o 3 o A! ) J141 3 I I 1� I . Iff tffl+ --------- — F- IT ----------------- --------------------- -FFFF--t------ IT I REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-Or-CUSTODY RECORD Regulatory Program Project Specific GC NOTE:Ail samples submitted subject to Standard Terms and Conditions on reverse hereol. WIJ�X A O Sale Drinldng Water Act �y regulatory n MA DEP Form Y Pno9r and EPA methods require project Relln utshed pler" Date Time Received specific OC.Project specific OC Includes Sample Duplicates, by- Specific Temperature: Z�7e_ 1iI2110I � ❑NPDESJpean Water Act Matrix Spikes,aAdlor Matrix Spike Duplicales.Laborabry OC is / 1} /l1` Spec fy Slats: not project sPOdllc unless prearranged.Prolect specific OC 13❑RCRAIHai.Waste Char. samples are charged on a per sample basis.For water sam s. R linquirtied ate Tkne PM Y ReC Shippingl Irbil) MA MCP(310 CMR 40) each MS,MSD and Sample Duplicate requires an additional '���`�Number: Reponahle Concentrations sample aliquot. I%I e 7 0 RCGW-1 AGS•I Prated SP-111C OC RsQulrea s.lectton of QC sample Time R eived by at . Custody Seat r]RCnW-9 n Rr__C.2 .�Jartpc uupacete C Serected by laboratory Cuuinr Sunni L MA Dredge Disposal �� - Z� Number: El NH❑RI D CT❑ME f]WIN Spike ]?lease we sample: N6fFGriof Shi enb ads Cate t1 Matrix Spilu D•Oirate Pm died Express Mall ❑Federal Express SP N category:--....— — UPS ❑Hano iJ 1 1 1 1 � APPENDIX D 1 1 1 1 1 1 1 1 1 1 1 1 1BENNETT n01REILLY, Inc. Engineering, Environmental & Surveying Services 1573 Main Street ' Sanitary 21FJSite Remediation Property Line O PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster, MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 ' Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax QUALITY ASSURANCE & QUALITY CONTROL PROGRAM ' Quality Assurance & Quality Control Program For Soil and Groundwater Sampling INTRODUCTION The Quality Assurance & Quality Control (QA/QC) Program outlines the purpose, policies, organization and operations to support sampling work conducted by BENNETT&O'REILLY,INC.. The procedures and protocal represented herein are consistent with the MA DEP "Standard References for Monitor Wells" [WSC-310-91], and the recommendations of a MA certified ' laboratory. Implementation of this program will help to ensure the validity of data used to provide professional engineering and environmental opinions to clients. The following definitions are used in the QA/QC Program: Quality Assurance refers to the concepts used in defining a system for verifying and maintaining a desired level of quality in a product or process. Quality Control is a specific,step-by-step description of how the Quality Assurance Program will be carried out. ' This QA/QC Program guides field sampling activities. Project specific QA/QC Programs are adopted when warranted. Modifications to the QA/QC Program may be made only after specific approval by the QA/QC Officer(Project Manager). 1 ' 1 The specific objectives of the QA/QC Program are to: ' 1. specify the level of quality of each field procedure used in collecting samples; 2. identify deficiencies in field procedures which might affect the quality of data; and J. require sufficient documentation to verify the credibility of the sampling methods employed. PROGRAM ORGANIZATION AND RESPONSIBILITY ' The Project Manager of BEi`1NETT & UREILLY, INC., is responsible for the quality of work produced. The Project Manger directs the QA/QC Program to document the control of field efforts and resulting-data. In this capacity, the Project Manager is expected to do the following: ' 1. prepare detailed C Plans; P P Q ' 2. obtain analytical and sampling procedures reference materials; J. ensure that all field test and measurement equipment is maintained and calibrated properly; 4. monitor quality assurance activities to ensure conformance with authorized policies, procedures, and sound practices, and recommend improvements as necessary, 5. ensure that all field sampling is conducted in accordance with guidelines contained ' herein, 6. oversee all field sampling efforts to detect conditions which might directly or ' indirectly jeopardize the utility of resulting analytical data, such as improper calibration of equipment or cross-contamination through improper storage of ' samples; 7. ensure that sample handling procedures are adequate for the sample types received; ' 8. inspect thequality of purchased sampling materials. 2 SAMPLE MANAGEMENT, COLLECTION, AND PREPARATION ' Introduction ' Sample management and stringent documentation are essential for successful quality assurance. The procedures in this section are designed to ensure collection of samples which truly represent the matrix being sampled by eliminating trace levels of contaminants from external sources. Sample Management ' The management of samples, up to the point of delivery to the laboratory for analysis, is under the supervision of the Project Manager,who shall ensure that samples are collected, labeled,preserved, ' stored, and transported acco.ding to the prescribed methods. If significant deviations from the sampling protocol occur, resulting in a suspected compromise of the sample integrity, all samples collected during the sampling effort prior to correction of the procedure will be discarded and fresh ' samples collected. Sample Collection tGroundwater Monitoring wells will be sampled in accordance with the following sampling procedures: 1. Identi the well and record the well number on the groundwater Identify � sampling record an an Monitoring Well Sampling Log (attached). 2. Open the well cap and measure total organic volatile (TOV) concentrations at the ' wellhead with the use of a portable photo ionization detector. Record levels detected. 3. Measure groundwater level to the nearest 0.01 foot from the top of the well casing using a water level indicator. Record water level on a Monitoring Well Sampling Log (attached). Water level indicators will be decontaminated between wells. ' 4. The volume of standing water in the well casing will be calculated and recorded on the Monitoring Well Sampling Log. At least three well volumes will be purged either by pump or disposable bailer. Newly installed monitoring wells will be ' developed by purging at least ten volumes. Purging of wells will be complete when either dissolved oxygen, pH, conductivity or temperature has stabilized relative to previous sampling rounds. Once the purging is complete,wells will be screened for each of the above parameters and recorded on the Sampling Log . 5. Samples will be collected using either a disposable bailers or pump. Samples will ' be transferred into appropriately sterilized/preserved containers, taking care to minimize agitation of the sample [Refer to attached "Recommended Sample Containers..." Groundwater Analytical]. 3 6. Sample containers will be properly labeled with tags provided by the laboratory. i ' Samples will be logged in on a chain-of-custody form. 7. Samples taken for precipitate metal analysis will be acidified to a pH of less than 2.0 ' in the field. When sampling water for volatile compounds, care must be exercised to prevent loss of ' compound through evaporation, and to control susceptibility to outside contamination. Precautionary measures include: 1. avoiding engine exhaust,gasoline containers,degreasing solvents,solvent-laden rags and non-compatible decontamination agents; ' 2. sam ling bottles will only be opened at the time of sampling P � Y P p �and quickly closed after collecting the sample, preventing aeration of the sample with the atmosphere or any other gas; 3. slowly filling bottles to capacity with sample and securing cap without entraining air ' bubbles; 4. inverting the bottle while tapping lightly to check for air bubbles; ' 5. adding additional sample to eliminate air bubbles ifpresent,p repeating steps 3 and 4; 6. placing samples on ice (approximately 4°C) immediately after collection in a dark, dry location; 7. segregating samples with a secondary barrier such as zip-lock bags, etc.; and 8. analyzing sample as soon as possible within the specific holding times after collection. ' Pump tubing will be decontaminated as follows: 1. Pump non-phosphate detergent solution through system for two minutes. 2. Pump clean hot tap water through system for two minutes or until clear, whichever is longer. 3. Pump analyte-free water through system stem for two minutes. 4. Seal tubing ends; wrap and label with date of cleaning. 4 1 1 � 1 Soils 1 When collecting and screening soil samples, the procedures to be used are: 1. Prior to sampling surficial locations,surface vegetation,rocks,leaves,and debris will ' be cleared from the sample point to allow collection of a clean soil sample. . If surficial soil samples are to be collected, a hand trowel or shovel and spatula will be used. The sampling equipment will be decontaminated as outlined below. 1 2. Boring samples will be collected via rig-operated drilling n� operated split spoon procedures. Soil samples collected from excavations or test pits will be collected directly with an auger (if necessary) from grade to approximately four feet below grade. Samples collected at deeper depths will be obtained directly from the bucket of the backhoe. A stainless steel spatula will be used to remove soil from the backhoe bucket for 1 placement in the appropriate sample containers. Soil samples collected for TOV screening will be placed in glass soil jars with aluminum foil placed under the screw cap. Samples will be allowed to warm to ambient temperature before screening or will be screened in a heated vehicle after warming. The jar will be shaken for fifteen seconds prior to warming and after warming to ensure proper headspace development. Total organic vapors will be measured via a portable photoionization detector (PID) and their concentration 1 recorded either on a Geological Borehole Log or field log. 4. Soil samples will be stored and shipped in appropriate sealed containers. 1 5. Sample containers will be marked to indicate sam ling ate, time, location, and p p b d depth. Samples will be logged in on chain-of-custody forms (copy attached). 1 6. The stratigraphy of each soil boring and test pit excavation, and the construction of 1 each monitoring well will be recorded by the on-site geologist on the appropriate Geologic Borehole Log or test pit field log (copies attached). ' When sampling soils for volatile compounds, care must be exercised to prevent loss of compound and to control susceptibility to outside contamination. Precautionary measures include: 1 1. avoiding engine exhaust,gasoline containers,degreasing solvents,solvent-laden rags and non-compatible decontamination agents; ' 2. opening sampling bottles only at the time of sampling and quickly closing after collecting the sample; 3. placing samples on ice(approximately 4° Q immediately after collection in a dark, dry location; 5 1 4. segregating samples with a secondary barrier such as zip-lock bags, etc.; and ' 5. analyzing sample as soon as possible within the specific holding time P g s after collection. ' Soil sampling equipment shovel, auger, etc. will be decontaminated P ( g ) between each sampling location with a potable water rinse, alconox soap wash, and a final potable water rinse. Drillin and ex v Q g ca atmg apparatus (augers, rods, casing, core barrels, backhoe bucket, and other equipment coming in contact with the borehole or excavation)will be decontaminated between each ' boring and excavation via steam cleaning. If necessary, an alconox soap wash followed by a steam cleaning will be included. ' Sample Preservation ' To prevent orietard the degradation/modification of chemicals in samples during transit and storage, the samples will be refrigerated at or below 4° C in appropriately preserved containers. Samples will be delivered to the laboratory by courier or by overnight delivery service. ' DATA MANAGEMENT ' Logging of Samples The accountability of a sample begins when the sample is taken from its natural environment. ' Sample handling (chain-of-custody) records must be completed at the time of sampling. The following chain-of-custody procedure must be implemented by the Field Team Leader to assure sample integrity. 1. The samples are under custody of the Field Team Leader if: a. they are in his (or her) possession; b. they are in view after being in possession: c. they are locked up or sealed securely to prevent tampering; or, d. they are n a i designated secure area. � ' 2. The"original"of the sample handling form must accompany the samples at all times after collection. A copy of the sample handling form is kept by the Field Team Leader. 3. When samples are transferred in possession, v'p p ss sston, the individuals relinquishing and receiving will sign, date, and note the time on the form. 6 I ' The Sampling Handling Record will contain information to distinguish each sample from any other sample. This information will include: ' 1. the project for which sampling is being conducted; 2. the matrix being samples (air, groundwater, soil, etc.); 3. the sampling date an p � d time, 4. field sample identification number and chain-of-custody identification number; 5. the number and type of containers and the type of preservative used (if any); and, 6. signature of the person performing the sampling. ' Each sample will be assigned a uni ue identificatio n � number, which will be marked on the sample container. The sample handling record will be forwarded to the laboratory with the samples. As a ' precaution against this record being lost or altered, the sampling personnel will retain a copy of the sampling handling record documenting all information up until the first change of sample custody. This record will be filed by the Project Manager. ' Sample Identification N p o umbers ' Reporting of date to the data management system will require the assignment of a unique identification number to each sample collected (including quality control samples). A record will be maintained by the Project Manager to associate the field sample with the various identification ' numbers used to analyze the field sample. Specific sample identification procedures are developed for each field sampling effort by the Project Manager. 7 1 1 1 1 1 1 ' FOPN[ SAMPLES ' 1573 Main Street, P.O. Box 1667 BENNETT & OREILLY, Inc. Brewster, MA 02631 Engineering and Environmental Services (sos) 896-6630 1 MONROR WELL SAMPLING LOG ' CLIENT DATE(S) LOCATION JOB # ' MEASURING POINT SAIMPLER GROUNDSURFACE OR T.O.C. ' Well Elev."ot: -' Total Depth to Standing Water Static Volume HNU Co=ents Number reference Depth of Water Water Table Volume Pureed P1-101 point Well (Feet) Height Elevation (gallons) (gallons) (ppm) (feet) (feet) (feet) (feet) it ' NOTES: t 1 5 73 Main Street, P.O. Box 166 7 BE NETT & 0 REILLY, Inc. Brewster, NIA 02631 ' EngineerinQ and Environmental Services (508) 896-6630 MONITOR WELL SAMPLING LOG RESPIRATION ANALYSIS CLIENT DATE(S) ' LOCATION rr JOB rr ' SAMPLER Well Total �oprox. Standing Length of HINu Methane Oxygen Carbon Commenrs: Number Depth'of Deoth(o Water screen PI-101 (4.CHj (%0;, Dioxide Well Water Height above (ppm) (feet) (fee:) (feet) SWL I NOTES: f BENNETT & OREILLY Inc. Brewster, P.O. Box 1667 ' B 1673 Main Strerewster,e:MA 0_631 EnZm* eennc and Environmental Services (508) 896-6630 ' MONFFOR WELL SAMPLING LOG RESPIRATION ANALYSIS ' CLIENT DATE(S) LOCATION .JOB # SAMPLER WeH Total: Aoorox. Standins Leneth of HNU ),te;hane Oxygen Carbon Comr^e;1ts: Number Depth of Depth to Water screen P1-101 (9%CH,) (%O„ Dioxide WeH Water Heisht above (ppml (feet) (fee;) (feet) SWL NOTES: 1 1 BENNETT & OTEILLY, 1-ne. Sheet of 1 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax Brewster, N A 02631 Job Number: Date: Time: Test Hole Number: Job Name: 1 Witness: 1 Casina I. D. Ground Elevation: Reference Elevation (TOC): Falling Head ❑ Risina Head ❑ 1 Aquifer Saturation Thickness (If Confined): Depth of Boring (A): Well Screen Length (L): Length of Test Section(L): Depth of,Groundwater Table (H): Depth of Top of Test Section (B): 1 Type of Material in Test Zone: Notes: ' 2r TIME ELAPSED WATER CT (sec.) TIME (sec.) h/Ho DEPTH(x) h'EAD(h) 1 Y `H 1' J _ STATIC T7 A 1 —I 2R I— h = H-X (failing head) 1 or h =X-H (rising head) 1 Ho = H-Xo (falling head) or Ho =Xo-H (rising head) Xo =X at t=0 1 A, B, H &L are defined above. � 1 _o --- --- - _ --. . - -- ---- ---------- Jb Nam Job Ntim er: Dale.-: Location: Weather. Witness: Start Date: -- Pump & low Rate Location: TOC: Location: TOC: Location: TOC: NOTES: ----------Time Time depth to Water Stalk Water Lv. Draw Down Depth to Wale( Static Water Lv Or aw Donn Depth to Water Static Water Lv Draw Dover pH /Cond.r/IT emp. (sec). 0 — - --- - --- ---- ------- --- 3 — -- - - -- -- 5 - - - ------- ----- - - 7 -- ----- -- ---=- - - - --- -- 9 ---- 15 -- ---- ------- 30 (s_ec.) 45 (min) 1 - - --- --- -- --.. - ------- 2 ----. .. -- ----- - 3 -- - 5 ----- 7 — - --- - - - - - 8 - -- -- - -- - - -- 10 — - - -- --- -- - . 26 30 40 50 60 70 80 - - -- - ---- -- - ---- 90 100 — ------ -- - 190 460 550 640 730 820 910 - 1 BENNETT & O REILLY, Inc. Sheet of ' 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax Brewster, MA 02631 Sieve Analysis Data and Computation Sheet ' Job Number: Date: Job Name: ' Sample Number: Sample Collected By: ' Sample Tested By: Notes SIEVE WEIGHT PERCENT CUMULATIVE PROJECT OPENING SIEVE RETAINED RETAINED PERCENT MANUAL MILLI- MESH IN GR.A�IS (Cumulative) FINER SPECIFIC.-MON METERS (Cumulative) PASSED MESH SIEVE TOTAL Sample Weight Wet: ' Sample Weight Dry: Percent Moisture: Sample Weight Passed Through Sieves: EENNETT & O REILLX, Inc. Sheet of ' 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax Brewster, MA 02631 a a Job Number: Date: 71 lob Name: SAND GRAVEL SILT SAND Test Hole Number: ' Witness: Drilling Contractor: PEAT CLAY Sampling Nfethod: ' GEOLOGIC BOREHOLE LOG Type Well Lithology/Sediment Blows per %of Lithology Depth . 01 Depth Specification& Remarks Description Sample 6" Drive Recovery PID Response (ppm) 5 ' 10 ' 15 ' 20 25 SWL: 30 35 40 45 50 i I BENNETT & URI- 1 REPORT NUMBER 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax Brewster, MA 02631 INSPECTORS DAILY RECORD OF WORK PROGRESS Job Number: Date: Job Name: Feature: ' Contractor: Type of Work: Weather Conditions: Temperature: Contractor's Work Force(Indicate classification. including Subcontractor personnel) ' led identify which) Equipment m use or id Materials or equipment delivered.quantity or pay items placed Non-conforming materials or work. Field problems, inspections of previously reported deficiencies ' Summary of construction activities 228 Main Street,P.O.Box 1200 �IALYTICAL UNDWATER Buzzards Bay,MA02532 CHAIN-OF-CUSTODY RECORD N� 049825 Telephone(508)759-4441 AND WORK ORDER FAX(508)759-4475 cl Name: Firm: TURNAROUND ANALYSIS REQUEST Val•III•i $•mlvalrlllei Pe eAlrlprPCBt Prec1[um lIl1��a iln[n EI!_ M.W.. --c 14[il0en Hli. en GPnl Crumb" _ elAer p STANDARD(10'Blrsiness Days) f_ Vol wiiln ct Number: Address: ❑ PRIORITY(5 Business Days) - Ll RUSH(RAN. ) 1 189 (Rush requees Rusn AuthburdilOn n[,mbell n n n n s n n let Name: City/Slate If Zip: Please FAX Q YES Q NO FAX Number: ry a W ra D �cl Manager: Telephone: BILLING $ a - n n n '• n n nnn s Purchase Order No.: GWA Relarence No.: is y y I RUCTIONS:Liao separate Ilne lot each container(except replicates). 5 5 N "' 5 1 o ❑ 3 A ❑ a a `s `s `ss •• G � � - ❑� s � n noMatrix T e Conlalnar s n n n n a n n n n n n n e n [, _ [, 2 5 ❑ YP gg I ) Preservation rul.[.a a e n SAMPLE a�1 LABORATORY n n g NUMBER L 222 n € IDENTIFICATION z g a y b a a d (Cali use Only) o m `- l n - it g A n g a 3 S g g 2 n n e s # 3 A e Y a g § g 1 3s a A = 3 e s 3 3 a S _ ~ ; _ n n n n nnnn n n n n n n n n n n n ❑ o ❑ ❑ n ❑ ❑ n n n ❑ o n REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific OC NOTE:All samples submilled subject to Standard Terms and Conditions on reverse hereof. ❑Sale Drinking Water Act Many regulatory programs and EPA methods require project Relinquished by Sampler: Date Time Received b Recei t Tem arature: (I MA DEP Form specific OC.Project specific OC includes Sample Duplicales. Y p p ❑NPDES/Clean Water Act Matrix Spikes,and/or htatnx Spike Duplicates.Laboratory OC is Specify Slate: not project specific unless prearranged Project specific OC D RCRA/Haz.Waste Char. samples are charged on a per sample basis.For water samples, Relinquished by: Date Time Received by: Shipping/Airbill ❑MA MCP(310 CMR 40) aach MS,MSD and Sample Duplicate requires an additional Number: Reportable Concentrations sample atiquol. Q RCGW-1 Q RCS-I Pro)ecl Specific OC Required Sele[tlorl of OC sample Relinquishad by: Date Time Received by Laboratory: Custody Seat/ ❑RCGW-2 O RCS-2 p Sample Duplicate ❑Selected by laboratory Cooler Serial Q MA Dredge Disposal p Matrix Spike ❑Fla.-use sample: Number'. ❑NH O RI O CT O ME Method of Shipment: ❑GWA Courier Cl Express Mail ❑Federal Express Specify Category: 0 M.W.Spike Duplicate Cl UPS CI I land 0 LABOPATCRIES, INC_ 449 RCUIE 130 SANDE(MI NA 02563 FEM (508)888-6460 FAX: (508)a88—s446 WATER ANALYSIS REQUISITION: DATE: DATE REC. 'D: SAl, LE NO. : TIME: NO. COPIES ' NAME: RUSH-24E12R. TURNAROUND (e.-c.chg.) MAIL: PHONE: FAQ{: WATER LOCATION: MAILING ADDRESS: ' I PAY'�r.'N'I'/AMI'. R_.FC D. : .,SA 2'�TLr'"i EY: ' B= TO/AZ-F. : W= SPECS. : ANALYSIS REQUEST: WATER SAMPLE TYPE: COLIFORM EACTERIA * _FHA-H'L'D/VA off * NEW WELL —CONDUCTANCE. * —EXISTING WELL _SODIUM * _TOWN WATER _NITRATE-N * _FILTE.'FZ/CONDITIONEr _IRON * MISCELLANEOUS _MANGANESE ' HARDNESS _POOL _SPA CHOLORINE SULFATE _POTASSIUM _COLIFORM BACTERIA ALKALINITY PSEUDOMONAS ' CfiLORIDE STANDARD PLATE COUNT _TURBIDITY _COLOR _COPPER OTHER ANALYSIS REQUESTED: _LEAD ODOR FECAL COLIFORM AMMONIA-N VOLATILE ORGANICS ' SULFIDE METHOD: MAGNESIUM METALS CALCIUM METHOD: * INDICATES PARAMETERS FOR A POTABLE WATER TEST. INSTRUCTIONS: BACTERIA SAMPLE - Obtain sterile sample bottle. Remove strainer/airator ' from faucet. Turn on cold water. Allow it to run (5) five minutes. Fill container. Do not touch the inside of the bottle or the cap with a hin - POTABLE WATER SAMPLE - Follow instructions above. (Bottle size - KOMI) LEAD - Call lab for instructions._ VOLATILE ORGANICS/METALS - Call lab for instructions. Y Iry rn 'r NG. 'HID Ma. l;ln • lR111111%vlcll, NIA O'Ni(i;l (r)( n) nnn li•Iw • I non "I lm (i 1w FROM: BENNETT & OIRI ILLY ) INC . FAX (Ofl) nnn 811i7 . ( SOB ) 896-6630 CHAIN (11r CHSTM)y nrrnll�l — — ho� flo. Plolect N►n.a cl u • nl nl itmpltll (Ji.�..rlwr) (, (' nl n1 , ul 1 Analysis Re/II Ies Led l'Jelcl E I'Y11^ of I• �w'Q. 71tn• l� Slrll<u� I.F I� �[tllun — unl.ln.1 Dbl. -- -- -- Fl.nt.Q.,J.1..J uy: tS��+Iwr) (It[tlrtl 1. IS.t•••���.1 II.IIn.1..ith"i I.y: Iltccl+.J Iry: IS:r..iv.+l t�.l. Fl.t,. r (ltllnqultl..J byi 1St.+Iwv) DN. lime Ilrccl+.J Ly: Il.1in J'J.I.cd by; IS•+-..�.•.cl (L�r 1ln.c Iltcr l.ul f.y: /A,t-:.n...l FSt(Inq�(tJ�M) byI lS��+w�r1 1�r�� Tlmr Ilr.crlrtJ lot 1-.1o.r1ory hY: Il+.n..l.. i lilt ' Volatile Organic Analyses Minimum Recommended Required Holding Category Methods aty.' Container(s)2 Preservation Timed Aqueous Samples ' Volatile Organics 601/8010 40 mL 3 x 40 mL Class Cool to 4°C' 14 Days 602/8020 Vials witeflon HCI to pH<24 624/8260 septum caps" Remove Chlorine' 502.2 ' 524.2 Acrolein and Acrylonithie 603/8030 40 mL 3 x 40 mL Glass Cool to 4°C' 14 Days Vials witeflon Check pH;Adjust 4-55 septum caps;2 Remove Chlorine' Solid Samples Volatile Organics 8010/8020 log 1 x 125 mL Glass Cool to 4°C' 14 Days 8260 Vial witeflcn septum capt2 ' OR 2 x 40 mL Glass Vials witeflon Septum cats ' Acrolem and Acr/loniinle.= 8030 t0 g 1 x 125 mL Glass Cool to 4°C' 14 Days Vial w/teflon septum cap12 QR 2 x 40 mL Glass Vials witeflon septum cans Semivolatile Organic Analyses ' Minimum Recommended Required Holding Category Methods aty.' Container(s)2 Preservation Timed Aqueous Samples Semivolanle Organics 625i8270 1 L 2 x 1 L Amber Cool to 4°C' 7 Days' Glass Bottle Remove Chlorine' witeflon liner" Semivolatile Organics 8270 2 L 3 x 1 L Amber Cool to 4°C3 7 Days3 ' (Low-level,both Acid Modified Glass Bottle Remove Chlorine' and Base/Neutral tractions) w/teflon liner" Semivolatile Organics 8270 1 L 2 x 1 L Amber Cool to 4°C3 7 Days' (Low-level,only one fraction Modified Glass Bottle Remove Chlorine' Acid or ease/Neutral) w/teflon liner" Semivolatile Organics 525.2 1 L 2 x 1 L Amber Cool to 4°C' 7 Days15 (Drinking Water) Glass Bottle HCI to pH<2' w/teflon liner" Add Sodium Sulfite$° 2,3,7,8-TCD0(Dioxin) 1613 1 L 2 x 1 L Amber Cool to 4°C3 7 Days' ' (Drinking Water) Glass Bottle w/teflon liner" Polynuclear 610/8100 1 L 2 x1 L Amber Cool to 4°C3 7 Days' Aromatic 8270 Glass Bottle Remove Chlorine' ' Hydrocarbons w/teflon liner" Solid Samples Semivolatile 8270 30 g Glass Jar Cool to 40C' 14 Days7' Organics w/teflon liner" ' Polynuclear 8100 30 g Glass Jar Cool to 4°C3 14 Days10 Aromatic 8270 w/teflon liner" Hydrocarbons GROUNDWATER ANALYTICAL 27 zw Pesticide and Herbicide Analyses ' Category Methods Minimum Recommended Required Holding Aqueous Samples Qty.' Container(s)2 Preservation Timea Carbamate Pesticides' 531.1 60mL 2 x 125 Glass Bottle Cool to 41C3 28 Da(Drinking Water) w/teflon liner" Add Sodium Thiosulfate26 Ys Adjust pH to 3 with Monochloroacetic Acid Buffer Organochlorine 608/8080 1 L 2 x 1 L Amber Cool to 41C3 7 Days9 ' Pesticides&PCBs Glass Bottle Check pH;Adjust 5-96 witeflon liner" Remove Chlorine' Organochlorine Pesticides 508 1 L 2 x 11-Amber Cool to 41C3 7 Days21 (Drinking Water)' & PCBs Glass Bottle 26 Add Sodium Thiosulfate w/teflon liner Polychlorinated Biphenyls 508A 1 L 2 x 1 L Amber Cool to 4°C3 14 Days 22 by Perchlorinaticn Gla<_s Bottle (Drinking Water) witeflon liner`' ' Organohalice Pesticices 505 40 mL 3 x 40 mL Glass Vials Cool to 4°C3 7 DaysGO& PCBs witeflon septa caps Add Sodium Thiosulfate26 (Drinking Water) Organophospnorus 614/8 1 a0 1 L 2 x 1 L Amber Cool to 4°C3 7 Da ' ' Pesticides Ys Glass Bottle Check pH;Adjust 6-86 w/teflon liner" Remove Chlorine Chlorinated 615i8150 1 L 2 x 1LAmber Cool to 4°C3 3 Herbicides 7 Days Glass Bottle Remove Chlorine' wrteflon liner-, Chlorinated Heroic:ces 515.1 1 L 2 x 1 L Amber Cool to 4°C3 14 Days n (Drinking Water) Class Bottle Add Sodium I ' w/teflon liner" Thiosulfate26 Giyphosate 5-17 40 mL 2 x 40 mL Glass Cool to 4°C3 (Drinking Water) Vial w/teflon liner Add Sodium t4 Days Thiosulfate26 Endothall' 548.1 100 mL 2 x 125 mL Glass Cool to 4°C3 7 Days 21(Drinking Water) Bottle w/teflon liner" HCI to pH<24 Add Sodium Thiosulfate26 Diquat and Paraquat 549.1 250 mL 1 x 1LAmber Cool to 41C3 7 Days27 (Drinking Water) Glass Bottle HZSO,to pH <24 ' w/tefldn liner" Add Sodium Thiosulfate26 EDB and DBCP 504.1 40 mL 3 x 40 mL Glass Cool to 4°C3 14 Days (Drinking Water) Vials w/teflon Add Sodium Thiosulfate26 septa caps 12.17 ' EDS and DBCP 8011 40 mL 3 x 40 mL Glass Cool to 4°C3 14 Days Vials w/teflon HCI to pH<24 septa caps 12•" Remove Chlorine' Solid Samples ' Organochlorine 8080 30 g Glass Jar Cool to 40C3 14 Days" Pesticides& PCBs w/teflon liner" Organophosphorus 8140 30 g Glass Jar Cool to 4°C3 14 Days10 Pesticides w/teflon liner" Herbicides 8150 30 g Glass Jar Cool to 4'C3 14 Days1' w/teflon liner" EDB and DBCP 8260 10 g 1 x 125 mL Glass Cool to 4°C3 14 Days Vial on septaa cap cap 121 -Q-12 x 40 mL Glass Vials w/teflon ' septa caps 1213•'r 28 L 1 1 1 1 1 1 1 TECHNICAL REFERENCE t I 1 � I � i 1 Hydrocarbon Analyses ' Minimum Recommended Required Holding Cagegory Methods Qty., Container(s)2 Preservation Times Aqueous Samples ' Hydrocarbon D3328-78 1 L 2 x 1LAmber Cool to 4°C3 7 Days' Fingerprint Class Bottle H2SO,to pH<2 (GC/FID) w/teflon liner" Total Petroleum 418.1 1 L 2 x 1 L Amber Cool to 4°C3 28 Days ' Hydrocarbons Class Bottle HZSO,to pH<2 (TPH-IR) w/teflon liner Oil and Crease 413.1 1 L 2 x 1 L Amber Cool to 4°C3 28 Days 413.2 Class Bottle H,SO,to pH<2 witeflon liner Gasoline Range 8015iAP1 40 mL 3 x 40 mL Class Cool to 4°C3 14 Days Organics Vials witeflon HCl to pH <2' septa caps'z Diesel Range 8100/API 1 L 2 x 1LAmber Cool to 4°C3 7 Days' Organics Class Bottle H-SO4 to pH <2 witeflon liner' MA DEP Volatile 8015iMA DER 40mL 3 x 40 mL Gass Cool to 4°C' 14 Days ' Petroleum Hydro- Vials witeflon HCI or HZSO,to pH<2' carbons(VPH) septa caps" MA DEP Extractable 8100/MA DEP 2 L 3 x 1LAmoer Cool to 4°C3 14 Days Petroleum Hydrocarbons (EPH) 8270 Mod Gass Bottle HzSO,or HCl to pH<2' ' with low-;eve!PAHs(GC,MS-SiM) witeflon liner' Solid Samples Hydrocarbon 03328-78 30 g Class Jar Cool to 4°C3 14 Days" Fingerprint Modified witeflon liner" (GC;F!D) ' Total Petroleum 418.1 30 g Gass Jar Cool to 4°C' 14 Days° Hydrocarbons Modified witeflon liner (TPH-IR) ' Oil and Grease 413.1 30 g Glass Jar Cool to 4°C3 14 Days" 413.2 w/teflon liner Modified Gasoline.-Range 8015iAPl 10 g 1 x 125 mL Glass Cool to 4°C' 14 Days ' Organics Viatwiteflon septa cap" Diesel Range 8100/API 30 g Glass Jar Cool to 4°C3 14 Days" ' Organics witeflon liner' MA DEP Volatile Petroleum 8015iMA DEP 50g 1 x 125 mL Glass w/50mL Cool to 4°C3 14 Days Hydrocarbons(VPH) Methanol and Glass Jar without Methanol. ' MA DEP Extractable 8100/MA DEP 30g Glass Jar Cool to 4°C3 14 Days Petroleum Hydrocarbons(EPH) w/teflon liner" Metals Analyses Minimum Recommended Required Holding Category Methods city.' Container(s)2 Preservation Times Aqueous Samples Total Metals 200s 100 mL Plastic Bottle HNO3 to pH<2 180 Days (except Mercury) 6010 Cool to 4°C' ' 7000s Dissolved Metals 200s 100 mL Plastic Bottle Filter First" 180 Days (except Mercury) 6010 HNO3 to pH<2 7000s Cool to 4°C3 ' Total Mercury 245.1 100 mL Plastic Bottle HNO3 to pH<2 28 Days 7470 Cool to 4'C3 ' GROUNDWATER ANALYTICAL 29 Metals Analyses ' Minimum Recommended Required Holding Category Methods oty. Container(s)2 Preservation Timea Dissolved Mercury 245.1 100 mL Plastic Bottle Filter First" 28 Days 7470 HNO3 to pH<2 ' Cool to 4°C3 SDWA Lead and 200.9 1 L 1 x 1 L Plastic Cool to 4°C3 180 Days Copper Rule 200.7 Bottle Chromium, 218.1-5 200 mL Plastic Bottle Cool to 4°C3 24 Hours ' Hexavalent Solid Samples Total Metals 6010 2 g Glass Jar Cool to 4°C' 180 Days (except Mercury) 7000s wite*Ion liner ' Total Mercury 245.5 0.6 g Glass Jar Cool to 4'C3 28 Days 7471 witeflon liner Hazardous Waste Characterization Analyses ' Minimum Recommended Required Holding Category Methods oty.' Container(s)2 Preservation Time Solid Samples" TCLP Volatiie 1311 150 g 2 x 125 mL Glass Cool to-1`C3 14 Days'° Organics '8250 Vial witeflon septum cao12 TCLP Metals. 1311 300 g Glass Jar Cool to 4°C3 28 Days" Semivoiatiles. 6010 witeflon liner 14 Days" ' Pesticides and 7000s Herbic,des 8080 8150 8270 ' Icnitaodity 1010 1000 Plastic or Glass Cool to 4°C' None Modified Jar Corrosivity 9045 20 g Plastic or Glass Jar Cool to 4°C' None Reactivity SW-846 20 g Plastic or Glas Jar'a Cool to 4°C3 None Paint Filter 9095 100 g Plastic or Glass Jar None None Conventional Physical Properties Analyses Minimum Recommended Required Holding ' Category Methods Oty.' Container(s)2 Preservation Time' Aqueous Samples Color 110.1-3 50 mL Plastic or Glass Bottle Cool to 4°C3 48 Hours Conductance 120.1 100 mL Plastic or Glass Bottle Cool to 4°C3 28 Days ' Hardness 130.1-2 100 mL Plastic or Glass Bottle Adjust pH<2t5 180 Days Cool to 4°C3 Odor 140.1 200 mL Glass Bottle Only Cool to 4°C3 24 Hours pH 150.1 25 mL Plastic or Glass Bottle None Analyze Immediately Solids,Total 160.1 100 mL Plastic or Glass Bottle Cool to 4°C3 7 Days Dissolved(TDS) ' Solids,Total 160.2 100 mL Plastic or Glass Bottle Cool to 4°C3 7 Days Suspended(TSS) Solids.Total(TS) 160.3 100 mL Plastic or Glass Bottle Cool to 4°C3 7 Days Solids,Total 160.4 1100 mL Plastic or Glass Bottle Cool to 40C3 7 Days ' Volatile(TVS) Solids,Settleable 160.5 1 L Plastic or Glass Bottle Cool to 4°C' 48 Hours (SS) ' Turbidity 180.1 100 mL Plastic or Glass Bottle Cool to 4°C' 48 Hours 30 Conventional Inorganic Analyses Minimum Recommended Required Holding Category Methods Qty.1 Container(s)2 Preservation Time' Aqueous Samples ' Acidity 305.1 100 mL Plastic or Glass Bottle Cool to 4°C' 14 Days Alkalinity 310.1-2 100 mL Plastic or Glass Bottle Cool to 4°C3 14 Days Bromide 320.1 100 mL Plastic or Glass Bottle None 28 Days Chloride 325.1-3 50 mL Plastic or Glass Bottle None 28 Days ' Chlorine. 330.1-5 200 mL Plastic or Glass Bottle None Analyze Total Residual Immediately Cyanides 335.1-3 500 mL Plastic or Glass Bottle Remove Sulfide 14 14 Days NaOH to pH>12 Cool to 4°C3 Fluoride 340.t-3 300 mL Plastic Bottle Only None 29 Days Iodide 345.1 100 mL Plastic or Glass Bottle Cool to 4°C' 24 Hours ' Nitrogen,Ammonia 350.1-3 100 mL F!astic or Glass Bottle H_SO,to pH<2 28 Days Cool to 4°C' Nitrogen, 35 1.1-4 500 mL Flastic or Glass Bottle H,SO, to pH<2 28 Days Total Kjeldahl Cool to 4°C3 y Nitrogen, 353.t-3 100 mL Plastic or Glass Bottle HZSO to pH <2 28 Days Nitrate plus Nitrite Cool to 4'C' Nitrogen, 353.2-3 100 mL Plastic or Glass Bottle Cool to 4°C3 48 Hours Nitrate(Wastewater) Nitrogen, Nitrate 353.2-3 100 mL Plastic or Glass Bottle Cool to 4°C3 28 Days (Chlorinated Drinking Water) Nitrogen.Nitrate 353.2-3 100 mL P!as,ic or Glass Bottle Cool to 40C' 14 Days (Non-Chlorinated Drinking Water) H,SO to off<24 Nitrogen, 353.2-3 50 mL Plastic or Glass Bottle Cool to 4'C' 48 Hours Nitrite Minimum Recommended Required Holding Category Methods Qty.1 Container(s)2 Preservation Time' ' Aqueous Samples Orthophosphate 365.t-3 50 mL Glass Bottle Only Filter(0.45 µm) 48 Hours Cool to 4°C' ' Oxygen, Dissolved 360.1 300 mL Glass Bottle Only None Analyze Immediately Phosphorous.Total 365.1-4 50 mL Glass Bottle Only H2SO, to pH<2 28 Days Cool to 4°C3 Silica 370.1 50 mL Plastic BotUe Only Cool to 4°C3 28 Days Sulfate 375.1-4 50 mL Plastic or Glass Bottle Cool to 4°C3 28 Days Sulfide 376.1-2 500 mL Plastic or Glass Bottle NaOH to pH>9 7 Days 2 mL Zinc Acetate Cool to 40CI Sulfite 377.1 50 mL Plastic or Glass Bottle None Analyze Immediately ' Conventional Organic Analyses Minimum Recommended Required Holding Category Methods Qty.' Container(s)2 Preservation Time' Aqueous Samples Biochemical 405.1 1,L Plastic or Glass Bottle Cool to 40C' 48 Hours Oxygen Demand (5 Day 800) Chemical 410.1-4 50 mL Plastic or Glass Bottle HZSO,to pH<2 28 Days ' Oxygen Demand (COD) Cool to 4°C' GROUNDWATER ANALYTICAL 31 1 Conventional Organic Analyses Minimum Recommended Required Holding Category Methods Qty.' Container(s)2 Preservation Time' ' Aqueous Samples Organic Carbon, 415.1 25 mL Plastic or Glass Bottle H2SO4 to pH<2 28 Days 1 Total(TOC) Cool to 4°C' Phenolics 420.1-3 500 mL Glass Bottle Only H-SO,to pH<2 28 Days Cool to 4'C' Surfactants 425.1 250 mL Plastic or Glass Bottle Cool to 4°C' 48 Hours 1 (MBAs) Microbiological Analyses Minimum Recommended Required Holding 1 Category Methods Qty.' Container(s)2 Preservation Time' Aqueous Samples Coliform, Various 100 mL Sterilized Bottle Cool to 4°C' 6 Hours Total(Wastewater) Remove Chlorine, ' Coiiform, Various 100 mL Sterilized Bottle Cool to 4°C' 6 Hours Fecal (Wastewater) Remove Chlorine? Coliform, Various 100 mL Sterilized Bottle Cool to 4'C' 30 Hours Total (Drinking Water) Remove Chlorine 1 Coliform, -Various 100 mL Sterilized Bottle Cool to 40C' 30 Hours Fecal(Drinking Water) Remove Chlorine' E.Coli Various 100 mL Sterilized Bottle Cool to 4°C' 30 Hours (Drinking Water) Remove Chlorine' Radiological Analyses Minimum Recommended Required Holding Category Methods aty.' Container(s)2 Preservation Time',-- Gross Alpha and Beta 900.0 1 L Plastic or Glass Bottle HCI or HNO,to pH <2 180 Days Radium-226 903.1 1 L Plastic or Glass Bottle HCI or HNO,to pH<2 180 Days Radium-228 904.0 1 L Plastic or Glass Bottle HCI or HNO,to pH<2 180 Days ' Strontium-90 905.0 1 L Plastic or Glass Bottle HCI or HNO,to pH<2 180 Days Tritium 906.0 1 L Glass Bottle None 180 Days 1 1 1 1 32 j ' SAMPLING NOTES 1. The minimum quantity specified is the minimum amount of sample material the vial.The cap should then be gently placed on te vial,taking care not to h necessary to perform the analysis.This quantity allows for no margin of disturb the crown of liquid,and firmly rotated tight.The vial should then be error. examined to verity the absence of all air bubbles. ' For some analyses,Groundwater Analytical recommends specific types and Solid samples for Volatile Organic Analyses(VOA)must also be coileced numbers of containers(e.g.,an Aqueous Volatile Organic sample requires 3 with a minimum of headspace or air pockets.Samole vials should be packed x 40 mL Glass Vials w/teflon septum caps).In such cases,the recommended fully and tightly sealed.Vial threads should be wiped clean prior to capping ' container W s)allow for an adequate margin of error. for best seal.When packing vials,however,avoid excessive manipulation of the Sample material which may result in a loss of volatile organics.A wide For other analyses,Groundwater Analytical only recommends a general type mouth 125 mL Glass Vial w/teflon septum cap is the preferred sample con- of container(e.g.,a Solid Semivolatile Organic sample requires a Glass Jar tainer. w/teflon liner).In such cases,it is strongly recommended that twice the mini- mum quantity of sample material be collected in the recommended type of 13. Solid samples for Volatile Organic Analyses may be collected in 40 mL Glass ' container. Vials that have been acidified with Sodium Bisulfate(NaHSOJ,Hydrochloric Acid(HCI)or Sulfuric Acid(H,SO,).The presence of acid in the container will For solid samples, in addition to the minimum quantities required for indi- have no detrimental effect on7 the sample. vidual analyses, each sample also requires 20 g of sample material for a percent solids(or percent moisture)determination.Example:A soil sample 14. Maximum holding time is 24 hours when Sulfide is present.Samples may be collected for TPH-IR(30 g),8 RCRA Metals(2.6 g)and PCBs(30 g)requires tested with lead acetate paper before the pH adjustment in order to deter- ' a minimum of 62.5 g of material for the desired analyses,and 20 g of material mine if Sulfide is present.If Sulfide is present,it can be removed by the addi- for percent solids(or percent moisture),to a total required minimum of 82.6 tion of Cadmium Nitrate powder until a negative spot test is obtained.The g of material.It is then recommended that this minimum by doubled.and at sample is then filtered,and NaOH is added to adjust the pH>12. least 165.2 g of sample material be collected in a Glass Jar w/teflon liner. 15. Adjust to pH<2 with Nitric Acid(HNO3)or Sulfuric Acid(H,SOJ.Acidification objec:s,suchas sticks,leaves For solid samples, all miaye quantities are calculated net of all foreign retards biological action,reduces absorption effects and prevents the forma- tion of precipitates and/or complexes. 2. Only sample containers pre-cleaned according to US EPA protocols are rec- 16. Samples should be collected with a minimum of aeration.The sample bottle ommended.Aoproonate pre-cleaned and pre-preserved containers are avail- should be filled completely,excluding all headspace,and capped. ' able from Groundwater Analytical.Pre- leaned sample containers should not be prerinsed with sample prior to sample collection. Prerinsing may cause 17. Extractable organic samples are susceptible to Phthalate ester contamina- elevated results. tion. Phthalate ester contamination is generally caused by sample contact with a plastic material,particularly flexible plastics.Use care to avoid sample 3. Samples should be immediately cooled.stored and shipped refrigerated.4°C contact with any plastic,other than Teflon. ' (34°F)is the recommended temperature.Refrigeration retards biological deg- radation,reduces the volatility of compounds,retards the hydrolysis of non- 18. Specified quantities of sample material are for only single phase solid samples aqueous compounds, reduces absorption effects and prevents continuing (i.e.no free liquids).Liquid phase or multiple phase samples require different chemical reactions. quantities of sample material.Contact laboratory for advice prior to collecting a. Adjust to pH<2 with Hydrochloric Acid(HC1).Acidification retards biological liquid phase or multiple phase samples for TCLP analyses. action,reduces absorption effects and prevents the formation of precipitates 19. Samples for TCLP Volatile Organics analysis must be leached within 14 days and/or complexes.Sulfuric Acid(H,SO)or Sodium Bisulfate(NaHSO,)may of collection.The leachate must then be analyzed within 14 days of leaching. be substituted for HCl in EPA Methods 48010.8011,8020 and 8260. Samples for TCLP Metals analysis must be leached within 28 days of collec- 5. Adjust to a pH range of 4.0 to 5.0 with Hydrochloric Acid(HCI),Sulfuric Ac:d tion.if Mercury is being analyzed.The leachate must then be analyzed within (H2SO;)or Sodium Hydroxide(NaOH). 28 days of leaching.If Mercury is not being analyzed,then samples for TCLP Metals must be leached within 180 days of collection,and the leachate ana- 6. If sample will not be received by laboratory within 24 hours of collection,then lyzed within 180 days of leaching. adjust to specified pH range with Sulfuric Acid(H,SO)or Sodium Hydroxide (NaOH).The pH adjustment may be omitted if it is performed upon receipt at Samples for TCLP Semivolatile Organics,TCLP Pesticides,and TCLP Her- the laboratory within 24 hours,and may be omitted if the sample is extracted bicides analyses must be leached within 14 days of collection.The leachate within 48 hours of collection. must then be extracted within 7 days of leaching.The extract must then be 7. if free chlorine is present in the sample,then Sodium Thiosuifate(Na S 0) analyzed within 40 days of extraction. should be added. Free chlorine can react with organic compounds to form 20. Samples must be analyzed within 7 days of collection.However,if Heptachlor chlorination by-products. Free chlorine is likely to be found in chlorinated is not being determined,sample holding time to analysis may be extended to ' municipal drinking waters and treated wastewaters.Sodium Thiosultate,a 14 days. reducing agent,is added to remove the free chlorine.For most levels of free chlorine,add 4 drops of 10%Sodium Thiosuifate to samples in 40 mL vials, 21. Samples must be extracted within 7 days of collection.Extracts must then be and add 5 mL of 101,16 Sodium Thiosulfate to samples in 1 L Bottles. analyzed with 14 days of extraction. ' 8. The listed Holding Time is the maximum of time a sample may be held be- 22. Samples must be extracted within 14 days of collection.Extracts must then tween collection and initiation of analysis or extraction, be analyzed with 30 days of extraction. 9. Samples must be extracted within 7 days of collection.Extracts must then be 23. Samples must be extracted within 14 days of collection.Extracts must then analyzed within 40 days of extraction. be analyzed with 28 days of extraction. 10. Samples must be extracted within 14 days of collection.Extracts must then 24. Add 40-50 mg of Sodium Sulfite to each liter of sample to reduce free chlo- be analyzed within 40 days of extraction. line that may be present.Free chlorine can react with organic compounds to form chlorination by-products. Free chlorine is likely to be found in chlod- 11. Samples for dissolved metals must be filtered priorto preservation with Nitric hated municipal drinking waters and treated wastewaters.Alternatively,use Acid(HNO).Filtration must be done with a 0.45 micron membrane filter. 40-50 mg of Sodium Arsenite.Do not use Sodium Thiosuifate,as it may pro- Field filtration and preservation is preferred. duce a residue of elemental sulfur which may interfere with the determination ' However,if field filtration is not possible,samples should be cooled to PCof some anales. and shipped to the laboratory for filtration and preservation.Filtration must be 25. Samples must be extracted within 7 days of collection.Extracts must then be done as soon as practical after collection.Groundwater Analytical recom- analyzed with 30 days of extraction. ' mends that filtration be done within 24 hours of collection.If samples are not going to be field filtered,do not preserve samples with Nitric Acid(HNO). 26. Add Sodium Thiosuifate to reduce free chlorine that may be present.Free 12. Aqueous samples for Volatile Organic Analyses(VOA)must be collected with_ chlorine can react with organic compounds to form chlorination by-products. q p ys (V ) Free chlorine is likely to be found in chlorinated municipal drinking waters. out any headspace or air bubbles.Volatile organics dissolved in water tend to Use approximately 80 mg of Sodium Thiosuifate per liter of sample- volatilize readily and will fill any air bubble available in the vial.Particularly ' with low level samples,this results in a loss of material upon opening the vial. 27. Samples must be extracted within 7 days of collection.Extracts must then be VOA vials must be filled slowly until the liquid forms a meniscus an the rim of analyzed with 21 days of extraction. GROUNDWATER ANALYTICAL 33 I - toyM.urvi UTS OF M;�SSAC USZTTS DE:'AR';'"='V':' OF EVV.RONN=VTr,I. PRO':EC':'T_CN ' STANDARD REFER✓NCES FOR MONITORING WELLS SZC':ION 1.2 T?.3LE OF CONTENTS i 1 1 Section 1.2 Page i ' .7anua-ry 1991 ' SECTION 1.2 TABLE OF CONT''NTS ' 1.0 Introduction 1.1 Foreword 1 1.2 Table of Contents 1.3 Definitions 2.0 First Steps ' 2 .:1 Reccr:naissance Surveys 2.2 Work and Ccst Plans (Reserved) 2 .3 Health and Safety Plans 3.0 Subsurface Investigations 3 .1 Exploratory Test Pits 3 .2 Drilling Techniques 3 .3 Bcri^.gs in Ccntamin aced Areas 1 3.4 In-sits Sampling of Soil 3 .5 soil Classification 3.6 In-situ Sampling of Rock 3 .7 Rock classification 1 3 .8 Laboratory Tests for Scil 3 .9 Plugging Bcreholes 1 4.0 Piezometers, observaticn"Wells and Monitoring Wells 4 .1 Monitoring well Network Design 1 4.2 Selection of well Construction Materials 4.3 Well Installation Procedures 4.4 As-built Notes and Records 4.5 well Development 1 4 .6 Decommissioning of Monitoring Wells 5.0 Interpretation of Ground Water and Aquifer characteristics 5.1 Water Level Measurements 5.2 In-Situ Hydraulic Conductivity Tests 5 .3 Pumping Tests 1 5.4 Packet Tests 5.5 Surveying and Datum Planes ' 6.0 sampling of Monitoring wells 6 .1 Quality Assurance/Quality Control 6 .2 sampling Techniques 1 . 6.3 sample Handling 6 .4 Chain of Custody 6 .5 Decontamination of sampling Equipment r ' Secticn 1.2 Pace ii January 1991 - ' Secticn 1.2 Table cf Ccntents (continued) ' 7.0 Computer Mcdels (Reserved) ' 8.0 Gecphysical Techniques (Reserved) I, 0 RECEIVED 0 NOV 2 8 2001 CORPORATE ENVIRONMENTAL ADVISORS, INC TOWN OF BARNSTABLE HEALTH DEPT. Via Certified Mail Receipt No. 7000 0520 0023 2157 0086 November 19, 2001 N1r. Thomas McKean,Director Board of.Health Town of Barnstable 367 Main Street Hyannis,MA 02601 RE: Phase IV Final Inspection Report and Completion Statement Midway Garage &, Fuel Oil;Inc 98 Main Street - j t.._ i t ..> -&. r -:I�.. t Osterville,Massachusetts 02655 RTN 4 14558; CEA Ref#4142-99 Dear Mr. McKean: On behalf of Midway Garage & Fuel Oil., Inc. (Midway), Corporate Environmental Advisors, Inc. (CEA) presents this Phase IV Final Inspection Report (FIR) & Completion Statement for the above referenced site prepared in accordance.with 310 CMR 40.0878 of the Massachusetts Contingency Plan (MCP). The Phase IV FIR documents that the remedial system documented in the Phase IV (RIP) was installed and is operating as designed. 1f you should have any questions, or wish.to obtain a cony of the report. please contact-me at(508) 835- _ 8822 ext. 248. Sincerely, C rporate Environmental,Advisors,.Inc. Jare Urban Scott E. VanderSea LSP,' LEP Environmental.Scientist II Senior Project Manager.. cc: Donald L',Harding-NLdway•Garage& Fuel Oil, Inc.. 981 Main Street,Osterville, MA MA DEP SERO:—20 Riverside Drive, Lakeville, MA Mr. John Klimm'—Osterville Town Manager, 367 Main Street,Hyannis,MA 02601 CORPORATE HEADQUARTERS: HARTWELL BUSINESS PARK, 127 HARTWELL STREET,WEST BOYLSTON, MA 01583 • PHONE: 508-835-8822 fAX: 508.835-8812 E-MAIL ADDRESS: cea@cea-inc.com 0 U.S.Postal Service Delivery Confirmation 91 1408 2133 3930 6483 9043 CORPORATE ENVIRONMENTAL ADVISORS, INC. November 19, 2004 Mr. Thomas A. MacKean Board of Health Town of Barnstable 200 Main Street Hyannis, Massachusetts 02601 RE: Notice of Availability Phase V—Inspection and Monitoring Report Midway Garage.&Fuel Oil,Inc. �,981'Main Street t'Osterville,Massachusetts 02655 RTN: 4-14558 CEA Ref#4142-99 Dear Mr.MacKean: As promulgated within 310 CMR 40.1403(3)of the Massachusetts Contingency Plan(MCP),this letter serves as official notification that a Phase V-Inspection and Monitoring Report has been filed with the Massachusetts Department of Environmental Protection(MADEP)for the referenced Site. Corporate Environmental Advisors, Inc. submitted the report to the MADEP on behalf of Midway Garage& Fuel Oil, Inc. A copy of the Phase V—Inspection and Monitoring Report may be obtained and is available for review at the MADEP Office in Lakeville,Massachusetts. If you should have any questions regarding this submittal, please do not hesitate to contact the undersigned at(508) 835-8822. Sincerely, Co r orate Environmental Advisors,Inc. i Jai K. Urban Environmental Scientist II cc: Mr. Donald L. Harding—Midway Garage&Fuel Oil, Inc.,310 Main Street, Mashpee,MA 02649-2044 Mr. John Kimm, Osterville Town Manager, 367 Main Street, Hyannis,MA 02601 MADEP,Bureau of Waste Site Clean-up,20 Riverside Drive,Lakeville,Massachusetts 02108 www.cea-inc.com CORPORATE HEADQUARTERS: HARTWELL BUSINESS PARK• 127 HARTWELL STREET•WEST BOYLSTON, MA 01583 • PHONE: 508-835-8822• FAX: 508-835-8812 Solutions Since 1985 0 U.S.Postal Service (ORPORATE ENVIRONMENTAL ADVISORS, INC. June 1,2005 Mr. Thomas A. MacKean Board of Health Town of Barnstable 200 Main Street Hyannis, Massachusetts 02601 RE: Notice of Availability Phase V—Inspection and Monitoring Report Midway Garage&Fuel Oil,Inc. 981 Main Street Osterville,Massachusetts 02655 RTN: 4-14558 CEA Ref#4142-99 Dear Mr. MacKean: As promulgated within 310 CMR 40.1403(3).of the Massachusetts Contingency Plan(MCP),this letter serves as official notification that a Phase V -Inspection and Monitoring Report has been filed with the Massachusetts Department of Environmental Protection(MADEP)for the referenced Site. Corporate Environmental Advisors, Inc. submitted the report to the MADEP on behalf of Midway Garage& Fuel Oil,Inc.,-- A copy of the Phase V-Inspection and Monitoi ing Report may be obtained and is available for review at the MADEP Office in Lakeville,Massachusetts. If you should have any questions regarding this submittal,please do not hesitate to contact the undersigned at(508) 835-8822. Sincerely, Corporate Environmental Advisors,Inc. Micha van den Boogerd Environmental Scientist II cc:'`° Mr.Donald L.,Harding` Midway Garage&Fuel Oil, Inc.,310 Main Street,Mashpee,MA:02649-204'4 Mr.John Kimm,Osterville Town Manager,367 Main Street,Hyannis,MA 02601 MADEP,Bureau of Waste Site Clean-up,20 Riverside Drive,Lakeville,Massachusetts 02108 �7 t ... �'' r +a f.l.' 3.•. t'J e — Y _" 3'+ www.cea-inc.com CORPORATE HEADQUARTERS: HARTWELL BUSINESS PARK• 127 HARTWELL STREET•WEST BOYLSTON, MA 01583•PHONE: 508-835-8822• FAX: 508-835-8812 Solutions Since 1985 PROUDLY CELEBRATING ❑ �20 U.S.Postal Service ;APl'�f�,—�v Delivery Confirmation Of Outstanding Service 19s5-zoos CORPORATE ENVIRONMENTAL ADVISORS, INC. November 30, 2005 Mr. Thomas A. MacKean Board of Health Town of Barnstable 200 Main Street Hyannis, Massachusetts 02601 RE: Notice of Availability Phase V—Inspection and Monitoring Report Midway Garage& Fuel Oil,Inc. 981 Main Street Osterville,Massachusetts 02655 RTN: 4-14558 CEA Ref#4142-99 Dear Mr. MacKean: As promulgated within 310 CMR 40.1403(3)of the Massachusetts Contingency Plan(MCP),this letter serves as official notification that a Phase V -Inspection and Monitoring Report has been filed with the Massachusetts Department of Environmental Protection (MADEP)for the referenced Site. Corporate Environmental;Advisors; Inc rsubmitted.the'report_to the,MADEP'.on.,behalf_of,Midway Garage&Fuel Oil, Inc. A copy of the Phase V—Inspection and Monitoring Report may be obtained and is available for review at the MADEP Office in Lakeville,Massachusetts. If you should have any questions regarding this submittal, please do not hesitate to contact the undersigned at(508) 835-8822. Sincerely, w Corporate Environmental Advisors,Inc. C-a 3 410 Micha van den Boogerd ' Environmental Scientist II tv cc: Mr.Donald L. Harding—Midway Garage&Fuel Oil, Inc., 310 Main Street,Mashpee,MA 02649-2044 !,",.-Mr.John Kimm,Osterville Town Manager,367 Main Street,Hyannis,MA 02601 k,'!',1 ,-c.::MADEP,,!Bureau.of Waste'Site:Clean-up;,20-Riverside Dr ve;-Lakeville;,Massachusetts 02108; f Y �'63_rl`-. i!�:.' _;:'A;j5 s.S �•iJi F��. i�;j-._ ... i Il-.rt.— !.f ) e F1 a • .. ^� , g _ ..i_.i .�.:. �; 1. i{�-,s. s, !r':i•r dEt;'i . �� . ra..:S.is !!''1r}r_ •�P:'.{:.i' 13 � -..i", •3� r r 1.., .. k" .i:`r ;.i _ �(r}ll,t:. _.:f'- � si....I'`f r1 T`- www.cea-inc.com CORPORATE HEADQUARTERS: HARTWELL BUSINESS PARK• 127 HARTWELL STREET•WEST BOYLSTON, MA 01583•PHONE: 508-835-8822• FAX: 508-835-8812 Solutions Since 1985 PROUDLY CELEBRATING J2O V t-0w````�: Of Ours=ding Servic,,&W A 1 e 1985-2005 , November 27, 2006 CORPORATE ENVIRONMENTAL ADVISORS, INC. Mr. Thomas A. MacKean Board of Health Town of Barnstable 200 Main Street Hyannis, Massachusetts 02601 RE: Notice of Availability Phase V—Inspection and Monitoring Report Midway Garage& Fuel Oil,Inc. 981 Main Street Ostery Ile,Massachusetts 02655 w mRTN: 4-14558 M CEA IR of#4142-99 `Dear Mr. Mac X::n: �� I-- I I r "As pr(Mulgated.vithin 310 CM 40.1403(3)(e)of the Massachusetts Contingency Plan(MCP), this letter serves�asB official notification that a Phase V - Inspection and Monitoring Report has been filed with the Massa�g.nbusetts Department of Environmental Protection (MADEP)for the referenced Site. Corporate 'Envir6nlnental Advisors, Inc. submitted the report to the MADEP on behalf of Midway Garage& Fuel Oil, Inc. If you should have any questions or wish to obtain a copy of the Phase V— Inspection and Monitoring Report please do not hesitate to contact the undersigned at(508) 835-8822. The report is also available for review and copying at the MADEP Office in Lakeville, Massachusetts. Sincerely, Corp ate Environmen I dvisors,Inc. Scott E. VanderSea, L P, LEP Principal Hydrogeologist cc: Mr. Donald L. Harding—Midway Garage& Fuel Oil, Inc., 310 Main Street, Mashpee, MA 02649-2044 Mr. John Kimm,Osterville Town Manager, 367 Main Street, Hyannis, MA 02601 MADEP, Bureau of Waste Site Clean-up,20 Riverside Drive, Lakeville, Massachusetts 02108 www.cea-inc.com CORPORATE HEADQUARTERS: HARTWELL BUSINESS PARK a 127 HARTWELL STREET a WEST BOYLSTON, MA 01583 a PHONE: 508-835-8822 a FAX: 508-835-8812 Solutions Since 198S t - PROUDLY CELEBRATING Over g20t �j YFSRS L� 0 ��>»cc<<` Of Outstanding Service Established 1"5 November 26. 2007 CORPORATE ENVIRONMENTAL ADVISORS, INC. Mr. Thomas A. MacKean Board of Health Town of Barnstable 200 Main Street Hyannis, Massachusetts 02601 RE: Notice of Availability Phase V—Inspection and Monitoring Report#12 (May 1 to November 1,2007) Midway Garage&Fuel Oil,Inc. 981 Main Street Oster«11e,Massachusetts 02655 RTN: 4-14558 Y CEA Ref#4142-99 ; Dear Mr. MacKean: As promulgated within 310 CMR 40.1403(3)(e) of the Massachusetts Contingency Plan,(MCP),this-,letter serves as official notification that a Phase V -Inspection and Monitoring Report has been filed with the Massachusetts Department of Environmental Protection.(MADEP)for the referenced Site. korporate Environmental Advisors, Inc. c. submitted the report to the MADEP on behalf of Midway Garage&Fuel Oil, Inc. If you should have any questions or wish to obtain a copy of the Phase V—Inspection and Monitoring Report please do not hesitate to contact the undersigned at(508) 835-8822. " The report is also available for review and copying at the N ADEP Office in Lakeville,Massachusetts. Sincerely, Corporate Environmental Advisors,Inc. Adam Guaraldi Scott E.VanderSea,LSP, LEP Geologist I Principal Hydrogeologist cc: Mr.Donald L.Harding—Midway Garage&Fuel Oil,Inc., 310 Main Street,Mashpee,MA 02649-2044 Daniel Hostetter—Midway Garage LLC, 981 Main Street, Osterville,MA 02655-2085 Mr.John Kimm, Osterville Town Manager,367 Main.Street,Hyannis,MA 02601 MADEP,Bureau of Waste Site Clean-up,20 Riverside Drive,Lakeville,Massachusetts 02108 www.cea-inc.com CORPORATE HEADQUARTERS: HARTWELL BUSINESS PARK• 127 HARTWELL STREET•WEST BOYLSTON, MA 01583• PHONE: 508-835-8822• FAX: 508-835-8812 Solutions Since 1985 OFFICES IN MASSACHUSETTS, CONNECTICUT, RHODE ISLAND & NEW HAMPSHIRE o © Consultants Engineers Contractors (ORPORATE ENVIRONMENTAL ADVISORS,INC. December 23, 2008 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: Class A-2 Response Action Outcome Statement and Method 3 Risk Characterization Midway Garage & Fuel Oil, Inc. 981 Main Street j Osterville, Massachusetts 02655 RTN 4-14558; CEA Ref# 4142-99 To Whom It May Concern: Pursuant to the provisions of the Massachusetts Contingency Plan 310 CMR 40.1403(3)(d), Corporate Environmental Advisors, Inc..(CEA) hereby provides notification that a Class A-2 Response Action Outcome (RAO) Statement has been prepared for the above-referenced Site, in accordance with 310 CMR 40.1035, on behalf of Midway Garage & Fuel Oil. This RAO is supported by a Method 3 Risk Characterization which documents that a condition of No Significant Risk to human health, public welfare, safety, and the environment is present at the site for current and unrestricted future activities. A copy of the above-stated documents may be reviewed at the MADEP SoutheaJ RegiorcYQffice located at 20 Riverside Drive in Lakeville, Massachusetts. If you have any questions or r�quir& additional information, please contact the undersigned at 508-835-8822. Sincerely, -0 7- CORPORATE ENVIRONMENTAL ADVISORS,INC. r . r Jeff ealey, M.S. Sr. Risk Assessor cc: CEA File No. 4142-99 I . ADDRESS Hartwell Business Park 127 Hartwell Street,West Boylston,MA 01583 TEL 508.835.8822 . 800.358.7960 FAX 508.835.8812 WEB www.cea-inc.com Massachusetts Connecticut Rhode Island New Hampshire i 0 RF ❑ cF���o rMqR l 0 4 CORPORATE ENVIRONMENTAL ADVISORS INC. tiF°eqR Z00� N ti°F TT�e(E March 7, 2001 Board of Health Town of Osterville P.O. Box 534 Hyannis,MA 02601 RE: Notice of Availability Phase 3 Remedial Action Plan Midway Garage& Fuel Oil,Inc. 981 Main Street Osterville,MA 02655 CEA Ref.No.4142-99-5;RTN 4-14558 Dear Sir/Madam: As promulgated within_310 CMR 40.1403(3)(e)of the Massachusetts Contingency Plan(MCP),this letter serves as'official notificaif6n that a Phase 3 Remedial'Aetion`Plan (RAP)has been filed with the Massachusetts Department of Environmental,Protection(MA-DEP) Southeast Regional Office(SERO) for the above location. If you have any questions regarding this submittal or would like to obtain a copy of the report, please do not hesitate to contact the undersigned at(508) 835-8822. Sincerely, Corporalk Environmental Advisors,Inc. Jared rban Scott E. VanderSea,L.S.P., L.E.P. Enviro ental Scientist 11 Senior Project Manager cc: Mr.Donald Harding Midway Garage&Fuel Oil,Inc. 981 Main Street, Osterville,MA 02655 SERO.,,20 Riverside Drive,Lakeville„MA - 1;;.' 4 Town Manager;'0 4' i116' 367 Main Street,`Hyarmis;'MA 02601 CORPORATE HEADQUARTERS: HARTWELL BUSINESS PARK, 127 HARTWELL STREET, WEST BOYLSTON, MA 01583 PHONE: 508-835-8822 FAX: 508-835-8812 E-MAIL ADDRESS: ceaQcea-inc.com 0 0 CORPORATE ENVIRONMENTAL ADVISORS, INC. Certified Mail Return Receipt Requested Receipt No. 7099 3220 0002 0706 2180 October 26, 2000 Board of Health P.O. Box 534 Hyannis, 1v1.4.02601 RE: Notice of Availability Phase 2 Comprehensive Site Assessment Midway Garage& Fuel Oil,Inc. 981 Main Street Osterville,MA 02655 CEA Ref.No. 4142-99-2 Dear Sir/Madam: ' As promulgated within 310 CMR 40.1903(3)(e)of the Massachusetts Contingency Plan(MCP),this letter serves as official notification that a Phase 2 Comprehensive Site Assessment(CSA) has been filed with the Massachusetts Department of Environmental Protection(MA-DEP) Southeast Regional Office(SERO)for the above-referenced location. If you have any questions regarding this submittal or would like to obtain a copy of the report, please do not hesitate to contact the undersigned at(508) 835-8822. Sincerely, Corporat Environ ental Advisors,Inc. Jared .Urban Scott E. VanderSea, L.S.P., L.E.P. Environmental Scientist IT Project Manager cc: Mr.. Donald Harding ., Midway Garage &Fuel Oil, Inc. `98i`Main Street,Osterville,MA 02655 DEP SERO—20 Riverside Drive, Lakeville, MA [ORPORATE HEADQUARTERS: HARTWELL BUSINESS PARK, 127 HARTWELL STREET, WEST BOYLSTON, MA 01583 PHONE: 508-835-8822 FAX: 508-835-8812 ' E-MAIL ADDRESS: cea@cea-inc.com i COMMONWEALTH OF MASSACHUSETTS Z W EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE o,�M Syev ARGEOPAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B.STRUHS Commissioner C(OPY - July 27, 1996 Mr. Donald Harding RE: BARNSTABLE--WSC/SMP 4-12920 Mid-Way Garage & Fuel Oil, Inc . Mid-Way Garage & Fuel Oil Osterville, Massachusetts 02655 981 Main Street TIER IC PERMIT Permit Number 10056 M.G.L. c . 21E and 310 CMR 40 . 000 DECISION TO GRANT PERMIT Dear Mr. Harding: The Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department) , has concluded its administrative and technical review of the Tier IC Permit Application for the above-referenced property submitted on your behalf by Handex of New England. Attached, please find two copies of this permit for your reference and acceptance . The Department is concerned that a condition of substantial release migration may exist at the site due to the fact that a wetland area drains to an unnamed brook approximately 100 feet west and downgradient of the site . As a result, the Department requires that an Immediate Response Action Plan be conducted within 120 days of accepting this permit to address whether a condition of substantial release migration exists . At a minimum, the surface water within the wetland area and unnamed brook as well as sediment samples at each location shall be sampled and characterized based upon the site' s contaminants of concern. 20 Riverside Drive•Lakeville,Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.magnet.state.ma.us/dep ��a Printed on Recycled Paper s -2- You must notify the Department of your decision to accept or not accept the permit . To accept the permit, both copies of the Acceptance Statement and the Certification of Submittal must be signed and one copy of the complete permit must be returned to the Department within thirty (30) days of receipt of this permit . If the permit is not received within the 30 day deadline, the Department may consider this permit void. Consequently, you may be required to submit a new permit application and the appropriate fee in order to obtain a permit to conduct response actions . Pursuant to 310 CMR 40 . 0770, any person who is aggrieved by a decision of the Department with respect to any Tier I Permit application may request an adjudicatory hearing before the Department . Please refer to 310 CMR 40 . 0770 and 310 CMR 40 . 0050, for conditions upon which an adjudicatory hearing my be requested. Please note that the Department may perform an audit of this site in the near future, to ensure compliance with the terms and conditions of the permit and requirements of the MCP. Should this site become a candidate for an audit, you will be notified promptly. If you have any questions, please contact Mark Jablonski at 508-946-2819 . Sincerely, G and M. Martin, Section Chief Site Management & Permit Section M/MJ/cb CERTIFIED MAIL NO. Z 598 884 788 RETURN RECEIPT REQUESTED CC : Board of Health Town Offices P.O. Box 534 Hyannis, MA 02601 -3- cc : Town Manager Town Offices 367 Main Street Hyannis, MA 02601 Handex of New England Inc . 398 Cedar Hill St . Marlborough, MA 01752 ATTN: Mike Cote DEP-SERO-BWSC ATTN: Jonathan Hobill, Regional Engineer DEP-SERO ATTN: Data Entry Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup (BWSC) TIER I PERMIT This Permit is Issued to: 2 One Permittee ❑ More than One Permittee* *A list of all Permittees is attached. One Permittee: Permittee Name: Donald Hardine Title or c/o: Street: 981 Main Street City/Town: Osterville State MA Zip code 02655 Telephone: 508-428-2296 DEP Finding Concerning Tier Classification ❑ Tier IA (BWSCOI) ❑ Tier IB (BWSCO2) 2 Tier IC (BWSC03) Permit No. 10056 This permit authorizes the performance of comprehensive remedial response actions at: Disposal Site Number: BWSC/SMP-4-12920 Disposal Site Name: Mid-Way Garage & Fuel Oil, Inc. Street: 981 Main Street City/Town: Barnstable State MA Zip code 02655 Unless a request for an adjudicatory hearing is made pursuant to 310 CMR 40.0770, this permit shall be effective 21 days after the date of issuance by the Department and the receipt of the signed Permit Acceptance Statement, whichever is later. The Permittee has 30 days from the date of issuance of this Tier I Permit to sign and submit the completed Permit Acceptance Statement to the Department. This permit shall expire 5 years from its effective date. Permit Conditions (1) The permitee(s)performing response actions 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 Permit Acceptance Statement required by 310 CMR 40.0750(2) to the Chief Municipal Officer(s) and the local boards of health for the communities where the disposal site is located, and to any member of the public identified in the Department's Statement of Basis. (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 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 40.0030 and 310 CMR 40.0040; and 5. all public involvement activities required by 310 CMR 40.1400 through 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 40.0400 as new or additional information about the disposal site is obtained; I (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; (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; (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 as required by 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. Special Conditions: Each permittee shall comply with all Special Conditions if attached to this permit in Attachment A. Special Conditions are included within this permit: Y ❑ Yes* 2/1" No *Note: Pursuant to 310 CMR 40.0722(6)(c),a "Statement of Basis"for this permit decision has been prepared by DEP if special conditions are included with this Permit. I DEP Authorization Name (Print): g � <: 1L I nc Date of Issuan e: a Signature: - Y 4 NOTICE O APPEAL RIGHTS Any person aggrieved by a decision of the Department with respect to any Tier I permit application may request an adjudicatory hearing before the Department in accordance with M.G.L. c. 21E and 310 CMR 40.0050 and 40.0770, within 21 days of the date of issuance of the Tier I permit, if: a) the Department issues a permit for a classification higher than that stated in the LSP Tier Classification Opinion; or b) the Department denies the applicant a permit, unless the Department notifies the applicant in the permit decision that the Department intends to undertake or arrange for the performance of necessary response actions at the disposal site; or c) The Department imposes conditions pursuant to 310 CMR 40.0730(o) without the applicant's consent. r 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): Position or title: Signature: 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.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 willfully submitting false, inaccurate or incomplete information. Name (Print): Position or title: Signature: Date: This Attachment will be completed by DEP ATTACHMENT A TO PERMIT NO. 10056 Each Permittee shall comply with the following special conditions: Check here if not applicable to this permit. i Q 0 January 26, 1998 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: Notice of Document Availability Immediate Response Action Completion Statement Mid-Way Garage 981 Main Street Osterville, MA RTN 4-12920 Dear Sir: In accordance with provisions of the Massachusetts Contingency Plan(MCP)310 CMR 40.1403 (3c), this letter provides a Notice of Document Availability for an Immediate Response Action (IRA)Completion Statement for the referenced location. An IRA Completion Statement and supporting documentation have been submitted to the Department of Environmental Protection, Southeast Regional Office Region Office, located at 20 Riverside Drive, In Lakeville, Massachusetts. If you have any questions,please contact our office or Mr. Donald Harding of Mid-Way Garage and Fuel, Inc. at(508)428-2296. Sincerely Handex of New England, Inc. I Michael H. Cote' Senior Hydrogeologist/Project Manager cc Mr. Donald Harding "o 398 Cedar Hill Street, Marlborough, MA.01752• (508) 481-5750 • FAX (508) 481-5159 '!S -y+•i-�-tt � t t- _ � ,f 7+' _ �a r,.. '�a kn ` P i �•; rr'�a 17 3 a + is $C.sa w 11trujtKr°.is r b t �' r � `�r+ ,rS a� £t s�, Sr '-�•.t ;j f '''�„'} 4. '� ,r7'6 4•-2a .`t' s yrx '( r _ �-t� 1 r':.r 'r •^"c .1f"''{`„' t ,�. } r �v e-2 _ _it rr#r"i-• a �� ""CEIIIITERV ILLE-OSTERVELLE-M TONS Br1�LS _ DiStRlCT ROMITE28. �8�.1. K .. CEffTMl LEMA 02632 - �, ' Mg) 7'� 2�80lF AX (5�) 79O-w23$5 �' •: ' L -.fit» DWI' g�`F �;� 4t .�y r;„r ,.x�P,r.4 z-'3 's D •� _-�t t r �_( r! � � i, { .. + k F., t �..�a ,.-S k�^ �-a•r..rr- 3 � ;4 e ?. t. xiFS r4�F' •fir £ tl '� Fi F - �' VR:lHAZARDOUS'MATERIAL RELEASE,FOSM" �{',.dd,x ,Y < r4 r i• r:•. _ a t•J V, �F M` aFFk�• N'_�+s 1 .�;'�;.;, �� .', s a><� J��'- i-d' ''ip•5���,y>,�s�`�`S+• # � e' 4, a > - 9a - '1 :y- .LfjC,ATtON g�,� '' 7��rM.� �.tiyt _'T^'• P' }tS 1 •. - - - ., ADDRESS OF RLLG MJG- 94 Rip - �,. DATEOF'PAEASt:' �4e a 1� ��^47- PROD ,CTt!RELEASED @96 'EltP_ - #,3'ESTIMATEDQUAIUTITY• -Br`tlEeteaart'���.� -- - A-rCORRECTIVE ACTION TAKEN BY,RESPONSUM PARTY- 9.I.QR't��11lR il..ris3i - °NOfflCATIONS. ris=iFIRE DEPARTMEIyT YESC �J 4) DATE ��� 1g7 Tom' 1 rng r NATION A RESPONSE • � t' DATE - T� DEPT OF EWIRANMENTAL PROTECTION- :x) DATE. Ilt y.•w < 3' sH L Cry 9 ixj ! ��*t ....r. rJ ,00.SP91 7_COORDObATOR ?� YES'It�) P!0(' ) -TD IkTE, TOWN BOARD OF FIEALT}1" r" YES('") NIC. TOWN HARBO�ASTER '. i OTHER AGENCff�s.{,t'f 'r.'� 'Wi; ,tea•s �7: `�� � f..�.r # •'�T�'•.�1�_S "�'.' !`# -- E t �.� 4� .r '3:J d` .4R. ., t , yjµ�r ��.iM17'L y� •'�a*�Q{„-�h�} i 7.� _ � �ii�-'+_i. :. t 'TS t 4 I'� � y •,' V F �f ,,yz `}_/ 9 w .. '-rrd`r �? t 'ftidaGtr '_•`7 s r°t` ,,_ .s i1j1t�1�P—z��liisA[�f�v1AAr+J�E+oo E2 B1IIf�vB+��A��OFF--86_�_� 4!@fie= �BBlE'�x8 , al'sQ, ]'v{W r3�';�( '.".'�PsE,''�• ^s" ',Sct'. �,•:N F F,/.,^ r _ >- _ , ,1 J - ;-�y�R.i-`�' T,"sl- .�'x�Z-��f!"'ni"S'rC1� ..••�41��1'Q�-1�� .t 4 _ ound d �` yr _ TK {r>>�.y a"._>.f.�.. �'t 1._.___— __ ____—___ .__ --_—.75:h•'_- Q ���4�lew,t�rM�_il-,t+t�r� a,��r ' .� — fig. .,: A, + , , x",. .■. icy` REPORTED By. JX/-f 'P,f, t;/�,<1 i+a LZ i' {l & DATE• 3 ?r,/Q 7- Martin MacNeely, FPO V , WHITE COPY-FIRE.DEPARTMENT YELLOV COPY-D.EP. PM COPY-BOARD OF HEALTH 0 C-O-MM FORM #5$ TOWN OF BARNSTABLE C MPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops 0 unsatisfactory- 4.Manufacturers COMPANYi�� (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS Class: 7._Miscellaneous & TITIES AND STORAGE (IN=indoors; OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: IT 4? c' Gasoline,Jet Fuel (A) .7� �� Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil (C) U14 jV'9 '0 A7% transmisssipon/hydraulic eSang rga7*s' /4�.�y degreasers ,Mine ez,4~ rY&Irlj 7 , ! Miscellaneous: f20) 0 K 0 +9 P,171&Oag�/2'l y f-ZTIAA4" �� • MIS'POSAIJAECLAMATION REMARKS: 1. Sanitary Sewage 2. Water Supply O Town Sewer OPublic ,'On-site OPrivate 3. Indoor Floor Drains YES N0-1—/ O Holding tank: MDC O Catch basin/Dry well O On-site system P 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC - O Catch basin/Dry well O On-site system 5. Waste Transporter Name of Hauler Destination Waste Product YES NO 1. er a �/ O'x 2. Person (s) Interv' wed Inspector Date TOWN OF BARNSTABLE c PLIANCE: CLASS: urine,Gas Stations,Repair satisfactory Printers BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers (see"Orders") 5.Retail Stores COMPANY !YID 6.Fuel Suppliers ADDRESS xWw Class: ! 7._Miscellaneous � �p QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR TERIALS Case lots Drums Above Tanks Underground IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Kerosene, #�(B) Heavy Oils: waste motor oil (C) new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: AIP-W � - 1 air DISPOSAURECLAMATION REMARKS: 1. Sanitary Sewage 2. Water Supply O Town Sewer OPublic O 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: O Bolding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product YES NO 1. 2. �r Person (s) InteWewed Inspec or Date OWN 0 LE _ LOCATIQN� � SEWAGE # VILLAGE :' t ASSESSOR'S MAP & LOT INSTAL N��ME&PHONE NO; l f - Ina C, y-2? SEPTIC?;TA►NK CAPACITY. a 9AIG LEACHINC'FACILITY: (type) NO.OF.`HEDRCrOMS'�� BUILDER OFt OWNER O 1 h j PERMTID:►'TE: 3`r^ �� C OMPLIACE DATE z ` Separatioii Distance Between the: Maxim W"' Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site.orvvithin 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist with n`0,0 feet of leaching facility) Feet Furnished:by; l.�T_._ __._...__ -------- ----- —� ��) i Al TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: MID-WAY GARAGE FUEL INC Mail To: BUSINESS LOCATION: 981 MAIN STREET, OSTERVILLE, MA 02655 Board of Health MAILING ADDRESS: 981 MAIN STREET, OSTERVILLE, MA 02655 Town of Barnstable 508-428-2296 P.O. Box 534 TELEPHONE NUMBER: Hyannis, MA 02601 CONTACT PERSON: DONALD L. HARDING EMERGENCY CONTACT TELEPHONE NUMBER: 508-428-2296 Does your I'irm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES X NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case 200 gals Antifreeze (for gasoline or coolant systems) Drain cleaners 1.0 gals Automatic transmission fluid Toilet cleaners 14 cans Engine and radiator flushes Cesspool cleaners 40 gals Hydraulic fluid (including brake fluid) Disinfectants 670_gals Motor oils/waste oils Road Salt (Halite) 1,5000 gals Gasoline, Jet fuel Refrigerants 22400 gals Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, 15 cans Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink 2 gals Battery acid (electrolyte) Wood preservatives (creosote) 14 cans Rustproofers Swimming pool chlorine 8 cans Car wash detergents Lye or caustic soda 5 cars Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes 1.0 gals paints, varnishes, stains, dyes Fertilizers (if stored outdoors) 3 gals Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels 3 cans Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) 1,20 gals windshield. washer Other cleaning solvents 40 bottles oil tank additive Bug and tar removers 40 batteries w/acid. Household cleansers, oven cleaners 3 cases gasoline lead additive White Copy- Health Department/ Canary Copy-Business NOTE: I7VE►'1TORY VARIES BUT THESE AMOUNTS ARE MAXIMUM STORAGE. TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair nters BOARD OF HEALTH satisfactory 3.2.Auto Body Shops j J l 0. unsatisfactory- 4.Manufacturers COMPANY t a / ��, 1',1! �� ; ' (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS C1aSS' l- 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) A x Diesel, Kerosene, #2 (B) ,, r''� � ,� �'r/ � 1 ,•� t Heavy Oils: t 1 y waste motor oil (C) new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: ;1 `sir I r DISPOSAVRECLAMATION REMARKS: _ v 1. Sanitary Sewage W 1 g 2. Water Supply O Town Sewer OPublic O On-site QPrivate � �`���jt � 4 //i i,i 3. Indoor Floor Drains YES NO O Holding tank: MDC O Catch basin/Dry well ��41 IPA 7 t�', � 0'`7 J�►� f' )I 1 I_V , O On-site system 4. Outdoor Surface drains:YES NO h ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5. Waste Transporter Name of Hauler Destination Waste Product YES NO 2. r Person (s) Interviewed Inspector Date r i,�r Town %)t it lrj/ j t-i.! )tt4 tlepirtnent bey anni 4 : UndergrounJ Tank at 961 MAIN :;T OST Tav 9 The barnstabLe H,--alth Department rec.or4s, -inditit�? En"at your (,aer 4round fu-, ( (or cho.tiicat) storage tans; has not oeen tested as reqvired under 4,:,,r.tiOft 07: 0) of the Heakth fleguLation Royardinq Fuet and- CntiicaL ,,t-:krjje Yau are directed to haVer aFjC'+j tarp x a0li, 'its piplo�.3 te6ted :qj�oin xhirty (�Jl ,Jty�4 of rccei,)t of this notice. R4%u.kts of tho Vs%tin3 Oftatt be flted ' witft the acord of H.!aEth ar.1 tne Fire department . You are reninded that yoo shad have the tank-ana its piiing t,.Ustdj durink the 13tho 1 ;thr ll,,the 17the and 19th year after instaklationf dnJ diltioakLy Viereafter. Yuu nay req%itzst a lhoarin� if a aritten orntition roq(4sisting Floe is r,-Caivej by noard of *ieatth within 5-ves) M . d4ys afteir this nruer is serve, d ,,, (X Per Orlor c-9 the, of Toz HAKD145P FRANCIS 2 actor 4WRl 1141H ST Thamos, 'Scr%eiino lirlct4? f Data Chart-for Tank System Tightness Test PLEASE PRINT 1. OWNER property[R Tsnkls) Name Mid—way Address Zip - Repramulive (5 0 8 rpig 4 8—2 2 9 6 Name Address Zip ilepresertutive Telephone 2. OPERATOR exyJ 1 1 P .Ma - (508) 498-9296 ame Address Zip Telephone 3. REASON FOR TEST (Explain Fully) Don Hardin Owner Midway Garage 4. WHO REQUESTED g -- '• TEST AND WHEN Name Title Company a Affiliation Oslo nCt'PrVi 11.P Ma n2h55 (••5n 28-2296 Address Zip Telephone Identify by Direction Capacity Brand/Supplier Grade Approx.Ape 1IISO/Fiberplsw 5. TANK INVOLVED #1 South 50QO M it t2 South 4000 Mobil Plus 2Q steel__ Ilse additional lines for manlfolded tanks -- I Location Cover Fills Vents Slp►Ione" pump" 6. INSTALLATION P DATA Blk To 4" & 3' 2'° N/A Suction North inside driveway, Concrete.Black Top. Site,T1lellll make.Drop Suction.Ris"Is, ~ Rear of station,Ole. Earth,etc. tuba,Remote Fills Site,Manifolded Vftch tanks? Make If known 7. UNDERGROUND Is the water over the lank? WATER Depth to the water table from grade Below 150 ❑yes ®No 8. FILL-UP Tanks to be lined Q�hi. 1T16 Dale Arranged by DGH Ha 5 0 8 7NO4 9 8— 2 9 6 ARRANGEMENTS Extra produ'ato,top ofr and run lank teeter. Wow and who to provide? Consider NO Lead. i Terminal or other contact Noonan for notice or Inquiry Company Name Telephone t 9. CONTRACTOR. MECHANICS, any other contractor ,. involved 10, OTHER INFORMATION Called Fire 1)Pnartment Nnf i fi prl of tpSt OR REMARKS T Additional information On any Items above,Ouivals or othare to W advised when testing is In proprON or corrWIMOO.Visitors of observers present during test,ht. 11. TEST METHOD ❑ PETRO TITE ❑ PETRO COMP ❑ QUICK CHECK 2000 11 a. TEST RESULTS Tate wish made a�al�on sttank acJied lostt�n kn�.w�nh r"ia falims.proceWites d Im Tank Identification Tight Leakage Indicated Date Tested 1 South 12 South YES - 12. SENSOR 13. CONTRACTOR CERTIFICATION CERTIFICATION Tedhrtklane /' 10 Oslo ,. —{'+drl.a C a m•�'rv--- ..:.,.,,;,•.,,i.:I 1:;. ��'�•�. ,`•{". 1.t't� Tsatlrip Contredtor or Compa ature rty. By: Sign Sar o.of Thermal Caufleation a 110 411617 - i Sensor Address a Gary Caurette Certllkatlon 0 +seg7 Nam•of Supplier. « ra Address No:and Stetts► City State ost•Of T.st From 1 15. TANK TO TEST 15a. BRIEF DIAGRAM OF TANK FIELD 16.CAPACITY 11 ❑ Station chat - D NmJn*Capacity .n �"' ❑ Tank Ma•datxtxata Cheat Gallons Identity by position r/� -r, , ❑ C«npanY Er01n•wM0 Data . T ❑ Charts wppiied wilh Tanketer Te �r�p accurate lend eOns L__—__ t f "2 7 capaBy city chart available J L R she. TOW Gallery 17. FILL-UP FOR TEST a&Reading S11d Water Bottom "'- Inventory In Tank befan FllWp in, -in.to te- (;♦Ilpy Tank Oistrmter Water Bottom Q 18. SPECIAL CONDITIONS AND PROCEDURES TO TEST THIS TANK ❑Water In tank ❑ Lints)being tested with LVLLT Top off°p11p11e1t ; Sae then el aetXfpla app6ca01w Chack 110lOtr end natdrd ptaosdun In by im ❑Nigh Waco,table in tank exceration Total pnYlt" Use maximum attowaeM will w«eura fo.as New 19. TANK MEASUREMENTS FOR Four e- ruled I rot apply y°doi'blw*vled legs' TSTT ASSEMBLY ❑stag.11 21. VAPOR RECOVERY SYSTEM q4sta,.. Complete section below: Bottom of tank to grad.•............. i 3 Add Mr for-r probe&sa„........................... 30 k 24b.COEFFICIENT OF EXPANSIO t- N lour pared rw nuked? . ❑ Ib Total Wbing to sfsamble-approximate............. In. RECIPROCAL METHOD T"if of Product- . x►ulna to tr mark from bottom of tank in. 20_ EXTENSION HOSE SETTING Tanktoptograde'. .--.-..-.._.................... �✓ In fydrwrreter Empknyed--... --.....- N Extend nose on suction tube 6-«more Temperature in Tank �0 3.Pressure at bottom oftank P.SI. ATOM Circulation................................'-...--. • -`F Deldw tanktoD ................................... _irL O TeernpereaundSample............._....'_..._....a._.. �"F A.Pressure attop of tank _P.SI- it Fill pipe attends above grade.use top Of fill.USE WITH THERMAL SENSOR °"'"'"°"-1-t' -""-.'_�""�"7 """"'-" �F Depth dt,u K PN5039(Blue Box) Observed A_P.I.Gravity .......................F........ . .. 22. Tharma.safer raadino after circuWtoIn -__ V dgef ReNproral /S� Page If Tank die " --- ----�F �/ igue 23. G per^F in range of axa peed change otaf Quantity in Reciprocal Volume ol+aq n digits cult tarok(17) this tank pa:•F Weser table to tank bottom in. Transfer to tine 26L .. NOTES: �- 24a. IF USING THERMAL SENSOR.DTS-2000 24c.FOR TESTING WITH WATER e..Table c a o OR OC-2000 WHICH READ 1000 DIGITS -�„ A �--t— PER OF TRANSFER 1000 TO LINE 26, WNo,Temperature after CircWation DIGITS PER OF IN TEST RANGE. Table c from Thermo Sensor ...................... .... -F Coefficient of We The above celculatlons ors to be used for dry soil condition to `' Table ................................................ . establish a positive pressure advantage.or when using the four pound / - rub to compensa te for the presence of subsurface water in the tang Added Sunactami ❑Yss ❑NO Transfer COE t0 Line 250 aroa. Refer to N.F.P.. 30L Sections 2-3.24 and 2-7.2 and the tank 25. (� -. -_•-- — —. _ gallons ' manufacturer regarding allowable system test pressures. Total Quantity in Coefficient of expansion for Volume change in this tank lust tans(17) involved product per'F a 3 3 � �� �( l 000 = •p63• 5 LV— ,uN rao3 Volume:rang per F s r z.o) Digits per•f in ee,: Volume change per digil test Range 05 0.24a) Compute to 4 de Ci mal places. factor!sl Midway Garaee.Ostervllle. Ma 01/10/199i ' 11. Sensor 29. Test Description- 30. HYDROSTATIC HYDROSTATIC' 31. VOLUME MEASURE. VOLUME MEASUREMENTS VOLUME MEASUREMENTS 34.TEMPERATURE TEMPERATURE TEMPERATURE i= Calibration PRESSURE CONTROL PRESSURE CONTROL COMPENSATION COMPENSATION COMPENSATION 81.731/ 01.726 37. Product in 32. Product in 33.Product replaced 28. Date 01/16/91 _Standoioe Level .__StandoiDe.Levei ._ _ Graduate_ __.Graduate: _-:_Product recovered. 35. Thermal Sensor 36. Chance-Hicher/ ! Factor _ __ Mime ( 14 Hr•.) Beginning of Readina Restored Before Reading After Reading (-)/(•) Reading Lower 1•)/(-) -' _1 EI S000G 9.25 08 30 Primed - -" - 42.00 _ . . - 0.360--- --....-- ---30.30Y - _ 0.0033----- 1 Super 9.5C i Runnina 47.50 42.00 0.360 0.110 0.350 30.495 188.00 0.0033 . _.. 3 - 9.75 46.00 - 42.00 0.010 0.382 0.377 30.636 141.00 -. -- ..__ _- - - I0 00 -. . - - ---- 46.90 ----- 42.00 -0.38T. _ --p:686--- ----0:306 - 30:731 -- - - --95.00- _0:0033--., 5.._.__. _ _. 10.25 _. - 46.50 .. ___. 42.00. 0.688 0.945 0.257 30.840 109.00 0,0033 ________i'• - -- - --- -- - -- - ..... 0-0033- w ----6---_ --0 165 .. 7 _ Ia. level _ 16.80 ._..._._____.. .11.00_ 0.430 0.708 0.278 31.034 80.00 0.0033 16.80. _..__.__._..12.00 0.078 0.352 0.274 31.136 101.00 _.._.1:0033-------p. -----9--- -- --- - --------- -16 40-- --12:Op - --0.352 0:612 --- b:010---- 31:Z1i ------3100 .. -- - - 0.0033 0.0033 - -) ---- - Started 11• test -.._ _..13.00 -.__...___.12.00 0.612 0.672 0.060 31.229 - 12:00 .0 4033 ' 00-------0_612---- ----p:742- - 0:010----------31:Z44 -- - -10.00-.. -..0.-0033.-- ------ 3_. .... ._._ 0.1010 _... 13.50... - _._._._._ 12.00 0.742 0.835 0.093 31.273 24.00 0.0033.____.-__! 4 0.15 13.00 12:00 0.200 0.160 0.060 31.298 25.00 - -5---. ._ _ _. 0.20 --- - ----- 13:10 __ ._-. -12:DO 0.260 _. 0:335---- - - 0.075---- ---31:�20=. - -M 00 - 0.0033-_-_ 6. 0.25 13.10 12.00 0.335 0.405 0.070 31.345 25.00 0.0033 7 0.30 13.10 12.00 0.405 0'.480 0.075 31.361 16.00 - - 0.8033-- - - 8 -- - ----0.35 - - - - ----- - - ----13:00'-------IZ.00 _.._..__.-..0:/8p --0:54t----- .,.0:-062---- ---31:�385 -- --24.-W------- --0.0033-----,,t ----- b� -9 _-- ----0.10 - ----13.10 1T.00- - ----0.SIY--- 0.610 0.G6B 31.409 24.00 0.0033 10 0.45 13.10 12.00 0.610 0.695 0.085 31.430 21.00 0.0033 - -- ---- 11 _0:50' - _-___ -_- --__- _13.00- -_ '11.00 _ _ 0.695 _0:755----- - p.060 _ -- 31:450 -- -- -20.00 O:D033 12 -- ---- ---- - ------ -- - - 12.00 13.00 12.DD 0.755 0.810 0.055 31.471 11.00 0.0033_ -13 - - 0.05 13.00 12.00 0.810 0.885 0.075 31.496 25.00 0.0033--- ---14- -._..0.10.._..:.._.._._ ..._...------- 11:90 . ...... ---.....12:00 .. .__... -0:215 O:ZiY----0.057 - 51:515 ----- 19�0_- --0:0033- - --� -- -- U.-is------- ----- -- 13.00 1T.00 --- ----0.212 --- 0.338 0.066 T531 03-3.- - 16 0.20 - 13:00 - 12.00 0.336 0.40D 0:062 31.553 16.00-- --0.0033 ----17.------ 0:2S - - - 13:00. _.. - --12.00 p:400 - - -0.461---- --0161----- - -- - - - MOD 12.00 --- 0.461 --- -0.519 0.068 �(3�4 -t1 D1�- 19 0.35 13.00 12.00 0.529 0.590 0.061 31.615 - 21.00 ------ 0.0033-- y, --Zp-..._ -- --------- ._.._13.00- - -..._.12.00 - - -.__ .590 .-. - _- - -O.bSb 0.f00 0.050 31.647 16.00 0;0033 ..._._... -h 21 0.50 13.00 12.00 0.700 0.765 0.065 31.661 14.00 - --0.0033-----i;,' _...._......-23_.. ..... _. ... . 0.55....... --....__.. 13:00 _.... 12.00 0:765 0.820- ---- 0.05S- ----------31.682 - ... ------Yf:�B---- - - ,. TEST'---------13.p0 ---I2.00-- --- -0.810-- - -- 0.868 0.048 31. 01 -0033 s 1 0.go-----e; P-T Tank Test Data 2. Statement: It is the resoonsibility of the owner and/or operator of thi Chart Additional (XI Tank.and product handlino:system has been tested tiuht - and_WAI authoritieTa_f_-any imDTTed-he2ard-and-thA_DossiDil_= 2 Information according to the Precision Test Criteria as established environment as a result of the indicated failure of this sys 1. Net Volume Chance at Conclusion of by N.F.P.A. publication 329. This is not intended to aces not assume any responsibility or liability for any loss Precision Test -.018 aDh indicate oermission of a leak..__ - ____. -- - --------_-- Signature of Tester: OR • Date: 01/16/92�' ' r~�`/- 1 1 Tank and oroduct handling system has failed the tank Tank Owner/ODerator �. tightness test according t0-the Precisiogiest Criteria __:___ ._.Date__:___:_:_ as established by N.F.P.A. Dublication 329. Midway GeraOe,Osterville,He 01/16/1992 -_ TEMPERATURE 38:NET VOLUME___..-39: ACCUMULATED" -ACCUMULATED - COMPENSATION CHANGE CHANGE. Volume Minus f(DzEmnsion 1+1 Emnsion t+l-or _ ._._(+)-or C) -_t+)or t-) per br:-__------ - -- `-- ----or Contraction t-) Contraction (-) 0.465 -0.093 - - - ---- _ 0..360. -- 70.103 -0.47 - ____ ....-- - ....... - 0.000 -0.41 - - - - - 4 oft ___ 70.011 --- - ----... _ .-.._.. 0.337 -0.063 - - ---- - - -_------------- 4.040- ..- - -0.079 - - .0 ---- - ---- 0.•OBZ.- _. _..- -0.012 0.006.. ---- a. 0.079 -0.011 0.069 0.016 - - r--- ----------0.066... .......... .4.006 .__..__ .. --------.------ ---- ------------------------ 0.069 -0.014 -0.011 0.082 -0:001 -- 0.063 -0.006 0.073 -0.007 0-053 0.009 0.069 -0.001 -0.011 0.069 -0.008 --------- --- 0.053 0:007 .... . - - .... ---------- -------'. - 0.046 0.019 -- - - _._.. 0.069 -- .- -0.014 - - - - -- - - -- ---- --- - -- ---- ---- - ---0.063. - -_.61s - _o.oii - - o.oie- ..........- - ...._..._.._.__ s system to immediately advise state --- . ity of any'renortahle pollution to the - - - - - - - - -- - - --'- - i teem. Heath t:onsiltai s Incopor rated of product to the environment. Name of Supplier. or Oeaier Address No.and Street a) City State onto of Test 15. TANK TO TEST 15a. BRIEF DIAGRAM OF TANK FIELD 16.CAPACITY FfO10 ❑ station Chart "C�� Nominal Capacity /yD ❑ Tank MrwfaetW'K4 Chen Identify by position ' .Jon Gawm. ❑ Company Engineering Data - `. - 'By moat eocunde 6_. ❑ C1wn supplied with Tank Teem Brand and Graft capacity Chan available _c J / �V 15a Other 17. FILL-UP FOR TEST Tate G�ea.Flooding St)clk Water Bolton Inventory in Tana _/_L bNare FXWp h _ h to it Gallon Tank Diameter Witter Bottom m - 18. SPECIAL CONDITIONS AND PROCEDURES TO TEST THIS TANK ❑wets in tank ❑ t,tnefs)bill"tested with lvuT Too off equipment SN manual section fppaCeble.pack belpw and record prondure In leg(27). ❑Nigh water table in tank eucerstion Tom Ouentity tJe thaskili m allowable will pressit"for as Neu. 19. TANK MEASUREMENTS FOR Four pound rule does not apply b doublow~tanks. TSTT ASSEMBLY - .<. t . section21. VAPOR RECOVERY SYSTEM ❑stage I ❑stalls:,- ; Complete 1 Bottom of tank to graft*.................... • © in. AW�'•�'rase••••y........................•. h 24b.COEFFICIENT OF EXPANSION t.Is wen pound nila required? - Y« ❑ No Tam a —i n. RECIPROCAL METHOD Diq b asaembN—approsknte............ ?v Product 20. EXTENSION HOSE SETTING w oft�Q ........................................ 2.Haight to tY mark from bottom of.tarMt Tank top to grade'......................... Plydrometer Employed.................................._�N ..... . FsNnd now on suction tube 6-or more Temperature in Tank 3.Pressure at bottom of fine P.SI. - After Occultation.................... ..............:.7. below tank top...................................... _in. O Temperature of Sample. .................. . *F ♦Pressure at sup of kill* - p_s4 it Fitt pipe Mends above graft,use top of fill. USE WITH THERMAL SENSOR Difference I.r-►.......(:t,6or). � -F Depth a burial h PN5039 (Blue Box) observed A.P.1.Gravity . .............................. 22. Tharmw-sensor reading aft«circulation ./�/�1 "1 d'9Ra Reelaoeal '? / /L peg.e 91 Tank die. in. .F v/� (f eatrie6rr 1 -[Z], . ��LCe 23. Digits par-F in range of expected Mange Total quantity in f+adaocai Vbhans change in Water latnN b tank bottom h digits full tank(t7) I�tank per IF TrwNr b line 2e& _. NOTES: 24a. IF USING THERMAL SENSOR DTS-2000 OR OC-2000 WHICH READ 1000 DIGITS 24c.FOR TESTING WITH WATER a»Twlecao . PER OF TRANSFER 1000 TO - E-2 �� peter Tampereturo tN attar Ciraiiet:on DIGITS PER`F IN TEST RAN Table Tnermaf$emoor............................ 'F 1 G AWT rr O •��� .,sv'-"-` r Coefficient of Witter . The above calculations are to be used for _ -dry sOrl conditions to s.�r .: _ Table C...................... c establish a positive pressure advantage.or when using thefourpound - rule to compensate for Me presence of subsurface water in the tank S-e/ ?e7.. Added Surfactant? ❑Yes ❑No Transfer COE to line 25b. area 1 Refer to N.F.PA. 3a Sections 2-3.2.4 and 2-7.2 and the tank 25. (a) ---- K (b) (C) oaten * manufacturer regarding allowable system test pressures. Total quantity in Coefficient of expansion for Volume charge in this tank lull tank(17) involved product per-F Volume Chartgeper-F(25 or 24b) Digits(w. t m tY; Volume Change per digit Range l.:n•.r 24a: Compute to 4 decimal places. i ._. _. ... . .- _-..---.._. .._-...._..._...._�._._.__-.._ __..._-......-..___._...... ............ ---------- is Midway Garape,Osterviile, Ma 01/16/1992 _27_.._SHNSOR., . ___.,...._. __.......__. 30...HYDR0STATIC .. : HYDROSTATIC_ .31, VOLUME MEASORE,-VOLUME_MEASUREMENTS VOLUME MEASUREMENTS-_34.-TEMPERATURE-_____TWERATURE 2EM1'ERATURE. TEMPERATURE__ ° ---------CALIBRATION...._-...TEST DESCRIPTION -PRESSURE-CONTROL --PRESSURE CONTROL--- -- - ------- ENSATION--COMP6NbATd011 ,C4 a��..o,■�■TIOM 81.731 / 81.729 32.Product in 32. Product in 33.Product Replaced -- - -----_ ----._Stan..pipe-Layel.-...__Staadaipe_Leyel______._.ftaduate-.--_---.-fraduate_____Product.Recoyered_..35s1hermaLSens9r---3b_ShanOHliahet/ E Factor O(X)=Exoa _,_._.. " .. r Na-) er Contraction_.__...Time-(24-Hr.1------------ ---..Be0lnninp of-Reading-----Restored---Before-Reading--After-Readine----F-N4N- �eadino--w� >; ...9.00 09:00._PUMP PRIM...___ - 0.0027 ------- RUNNING- .------------49.00_..__-..__---477 0-- -- 0:485 ----- -- 0:565-----0 388 - - 29 9A9 «°'1z00- " A s9 PLUS 9.SO 49.00 47.00 0.56S 0.940 0.375 30.105 196.00 0.0027 ---0.529 - -- p."1 - .. ..------10.8A------------- -�9:00- --..._..---4T:Op..__ ...---0.460-- -- ---0:838-- 0:378---- 30:555 :$0-- "8027 0.629 - _.--._..._.IQ S�OPPI D�9 -- --2L•.Z�----12,D.0--------_._0..109-- - ---0.641--- Ago__30,712 157 jk-. ) - ---- - :. ------- ---40.50-LEVI+Y,--- SSA- _. -- -----. ....... ... ._10.75-- _.._- .. ... - 19.80 _-. . 12.00' 0.452 0.860 0.408 31.008 160.00 0.0027 --0.432-- --------.-_-- -_ -- 19.2D_ --12 0➢ -------..._91228__.----------0.615 __. �_38L- 31,153 145-00 0.0027 b 0.05STARTED-5 MINUTE 14.00 - 12.00 -_. ___.__ - 0.001 0.119 0.117 31.195 42.00 0.0027 - ----0..113 - 31 0_lo fatU.118_. -__-- 0.1ZB--------�•-110- -------..31.-233---- 3 -tO __ --p:002) 31475142nn "00�7 - 0 0:20 - 14.00 - 12.00 - 0.360- 0.470 0.110 31.320 4S.00 0.0027 1.122 :I 0.25. --- - --.-11..00_-- ---.-1T_09--------0._47.0.__... -.-._._..._.0 518----- --0�0.8 -31 37I- - 51-.00�_ - -p.0027--- D:138 - ---------------- -- 0,b88----- 0.10-- - ,411 440-00 0.0027--- -" log °. ----_...._..._._....035---......_ __ _. ._ 14.20 - --- 12:00--._ -- 0.688 0.810 0.122 31.460 49.00 __..---....0.00Z7 ------ -0--132--m 0.40 13.90_.-- 12.00-_.._ ...._.._0.02.5-_-----------.._._.0._130 --- - 0.105------ 31.501 41.00_ --0.0027.-- - --0:111--p -----0,232-----Q." 142 31.439 38 Go ":n nm�- " 103 ------------ -_..._..-0:50 .. ._ -14.00 -12.00 - -- 0.232 0.345 0.113 31.57S 36.00 -:0.0027 ._.-.._.__.._-....--8:097-- - 0.55 -- ---- -------------- ---- -- 11.00 - ----- 11.00-- - --___.-0..345. - --,-0.151,. ------ 0•.1.47_----_-_31.617 _ -. 42.00- --- 0:D027_: 0."113--.. ----------1I-75------------- 14.00---- I2.00 --0.452---- 0 550--- 4.098-----4"6O 43_00- 0-0027.. 0.1. - 0.05- - - -.14.00, - 12.00- - -- 0350 0.661 0.111 31.707 47.00 -0.0027 - -- 0.127--.: 00---...._.. ...Q.661_._...--.._--.._U,160 ----- U.OQ�------� 151_ 44_00_ 0:00T7----.._.�_..-.0.719-- -- ... 0.15--- - - - --- ---14.00.-...__._..---12.00..__.._ -- 0.760. -----0,865 ---31.78837.00 0.0027- 0.100p -- -- 0.20 14.00 12:00- -- 0.005 0.155 0.150 31.835 47.00 - 0.6027 --_..___.._..._.._.g,_127- _ D.25. _.. -. '14.00 0,155 0.760 .._ ._ . 0.105._ 31.866 _ 31.00 __- 0.0027 _ 0 D84-;> 0-260-_ . -___ 0.358--- -0498-- 311907-- 41.08 0.35 14.00 12.00 0.358 0.45E 0.100 31.935 28.00 0.8027 - e 076 0..40- - -- - - _..- ...13•.80._.. A1.00..._..- --- -- D.458.- -- .�_550 --- --0.09L -- --�1.4 - --27.00 .-•----- 0.0027 ---- 0:013-_�x` ...--_ .......... _ ._.._-0.45 -- - -- - _..... ---43.80------11,00- ----- -0.45A- ...----- -0 648 - --- 0.098---- 32.081- 39.80 0.50 13.80 11.00 0.648 0.738 0.090 32.042 41.00 0.0027 0.-111 - 0.55.. _.13.80._ _- 12.00_-_ _ _ 0.738 . __. 0.830_ 0..092. _ 32.081.-- 39.00 0.0027 0_105 ' - -- - - 1111 12.75STOPPW-TEST-.. - -- ----.._ 13.80 ---- - -!2_00-- ----- 0:830- . .0.918 .0027 (3999/1472)/1000 -@ 0.0027167119 -_ .._. . . - --- - - P-T Tank Test Data 2. Statement: It is the responsibility of the owner and/or operator of this system to immediat l Chart Additional 1X)Tank.and.-orodyct handlipo systep has peen tested ti0ht and local authorities of any implied.hazard and the possibility of any fo6rtabl --------information - -- --- - - _-- .acoordino-to the Precision Test Criteria as established ---- ---------environment-as-a--result-of-the-Indicated-failure-of-this system----Meath.Consulta e 1. Met Volume Chance at Conclusion of by N.F.P.A. publication 329. This is not intended to does not assume any responsibility or liability for any loss of product to the e , Precision Test 7.022 oph. indicate_.permission.of a leak. Signature of Tester: JJ Date: 01/16/92 1 ]Tank and Product handlino system has failed the tank inhfnocc ro<t �rrn�dinr r� +ho nrorp<in� Tact Paae 1 Kdray_Garaae,Osterville_,.Ma 01/.1611993_—,_— 38. NET VOLUME 39. ACCUMULATED ACCUMULATED - ..- — _ ..... ---CHANGE.—— ---..CHANGE.-- ----- Volume minus -.-. Expansion (•)or or or (-) Der hr._ _. . Contraction.(-) --- --- - - — --- - ------- ----- — — - 0:664 -- - _. ------ —_...- - - - - - -- ------- --0.004 -0.030 - . ..... - _ _._._ -- ----------- -- -- - - -- -0.006 _....-------- -- ----- 0.016 _.._..._._ -0.006 -0.018 -0.025 -0.016 ....... ..... --o.00s ._._._... _..-------...___- 0.023 0,021 .. --------- 0.001--- .--- -- ---- - -—.. _.. - - - — - - --- 0.024 -- — 0.0.19............._ --0.011 .......... -- -- ---- _ ! -0.012 __._. .._-0.010 - - -0.022 -- --- -- ----- -- - - ely advise state e Dollution to the - nts lncorporated --- -- - _ -- -------- ----..._.—_._...--—-_—— ------ nviroament. ........... ._.- _...__ ._....._........._._...- --.._._ - ... _._,........._....__._.. -, - Ath 1D,ip,.rt1,-int in in J,-*r.jrjunj T:Int, it. OA1.1 -j:;T D r n s t r.u(e H v j L t h D-c p.-)r t f.�e n r r f,%c-o r. n d+c,4 tv t A tt fa4r j n er ir ion (,)r Ch -Mic-10 ;Cira It- ten,: hot not scantqst:!d as r-,-4xjireJ unler ction !*,7: (5) of tho mo�tth Re juiation iieg-irufnj FtjeL ani rnz? :1icaL St )r.#,4,i lyst VL,v are dircttzd to have each tank anti its 'pirjinq teste.a witiin tnirty (JJ) -1 f 01 tni ; noticu. '4e:'Utts :)f ti),.' te--- tinj Shot k av f i L-!j "i to tl-� of Se,)tth and thu rice department. You are ronindvd that you strati have, the tank an,! its atptn4 tested luring to l - z no 13%ho, 15 a inszAtatione o' J jnwiatt-v t u L t h., 17 t he end I -4m year after n tau jy reqvist a hearini If a writt*on petition recuesting is r e C e V 1 h z! :Iadr I of Heatt h wits) In :,even (7) days a f tar :this or,-Ali-Ar 1 5 -,erved. Per OrJcr of Uik: 3.aard of RQattti IR/ TnomaD Ockcort-. Arp.ct.:)r 4Aju ST J: T;--;ke1LLE MA LIZO55 FORM F.P. 292 ' • (rev. 9/90) ('! !IP (tlnttt"tnitiupatO of iu��ur tuPftu " Department of Public Safety a . . Division of Fire Prevention an d • d Regulation;- g n APPLICATION FOR PERMIT, AND PERNAT, FOR REMOVAL AND TRANSPORTATION TO APPROVED TANK YARD FDID# 01920 . Permit Date_ May 9, Barnstable City,Town or District S . 6 0 N .G.L . )�11 DIG SAFE NUMBER Fee Paid 10-00 _..._ �`. . ..-�.._•- �� 91181567 start date May 9, 199 In accordance with the provisions of Chapter 148, Sec. 3BA, M.G.L. , 527 CHR 9.00 application is hereby made by: Shoreline Tank Service Street Address & City or Town: 87 Pond Street, Osterville Signature of applicant: Applicants name pr.inteds / For permission to remove and transport one underground storage tank from. Owner: Harding Street Address: 981B Main Street, Ost. Firm transporting waste: Hitchcock Waste Oil MA-10 State Lic. # Hazardous waste manifest # E.P.A. # Approved tank yards Mid-City Scrap # 12889 Tank yard Address: Westport, MA Type of inert gast • UL tank #: Tank capacity:_ 275 Substance last stored:_ tg F„ _ Date of issue: May 9, 19 91 Date of expiration: May 23. 1991 Signature/Title of Officer granting permit: . KEEP ORIGINAL AS APPLICATION AND ISSUE DUPLICATE AS PERMIT TOWN OF BARNSTABLE UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS S� 007 NAME r ADDRESS 9 err VILLAGE cs F- OR it1 JL LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE: OR CHEMICAL ,�/ tc (Give same information for any additional tanks on reverse side of card) DATE OF PURCHASE OF EACH: 1. 2. 3. 4. DATE OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS A, jr- 000 ;�rancis E. r'ain Street Garage O•sterville 981 Main St: - : 0 .st. rvllle, ROOK A, PAGE - DATE rrRAY7n, ANDL? TT STORED Rook of Licenses, R. 1102 2/11/24 1.,5On Vials. 77/ 5 1/2 /6Q` 10;000 gals . additional 37/?39 5!-3A6 20 000 each - fuel oil $ DATE PAID kerosene MAR 8 1977 . 1973 - March 22 MAR� ��, ,,78 , MAR - e. 1974 APR 197 9 MAR 17 V FEB 2 2 1980 IAR - 4197& October 22,' 1980 `Mr.. . "rancis E. Harding `X M�td-Way Garage , M ..9.8. ain� t reef , Osterville,}M,a. 0265~ w Dear Mr. Harding .r- ;The"information you returned...too '""indicated- the 4 age of your underground' fuel tanks as followsk One -. 15 years of. age; `~ One - 2O' ear's of. age; and, Four'.=, 30 ,years of, age, You must have�!these tanks'.tested using the Kent=Moore Pressure Test-by November 20, 1980' •`Please' stibmit" est'ing results and their interpretation to-this- off ice prior.--to 06 rember 20, D =1980. �In addition; this „test must be ,15prfdomed, annually. and: , -the result's sent 'to"'this. officer ' n hav' Mien o d a� st n f com ani, For your.,conve zence, we a ci se l� 1 g Q peS who,.perform this, testing You~'may° also utilize.faxy1 other con - cerns' qualified to perform this, testing. f M Very i u �s -t� o r _r,- 1y .y John Md,`..Kelty 'Director of Publ i c Health }a JMK mm M1 x. "encl. i .� _-'-- ... --ram- '•. `�Y ,�"'•�^`- t Certified Mail#7014 1200 0001 0358 1212 y�,�Trti� Town of Barnstable Regulatory Services • BARNSPAELE, v MAC' Richard Scali, Director Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 July 13, 2015 Richard Callahan 770A Main Street Osterville, MA 02655 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000, STATE SANITARY CODE II — MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN.OF BARNSTABLE CODE CHAPTER 170. The property owned by you located at 981 Main Street Unit( c) Osterville, was inspected on July 13, 2015 by Tim O'Connell, R.S., Health Inspector for the Town of Barnstable. This inspection was conducted on the basis of a fire reported to us by COMM Fire. The following violations of the State Sanitary Code were observed: Fire has rendered dwelling unit unfit for human habitation. You are directed to correct the violations listed above by obtaining building permit(s) and restoring dwelling unit from fire damage. This unit may not be reoccupied until repairs have been made and inspected by Health Division. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance will result in a fine of$100.00 per violation. Each day's failure to comply with an order shall constitute a separate violation. Should you have any questions regarding the above violations, please contact the Town Health Division and ask to speak with the inspector who performed the inspection. PER ORDER VOFHE BOARD OF HEALTH Thomas A. McKean, R.S., C Director of Public Health Town of Barnstable QAOrder letters\Housing violations\Rental ordinance\981 Main Street Unit C.7-13-15-doc J OFI E ram, Town of Barnstable r r Regulatory Services r r • BARNSTABLE, 9 MASS. Richard Scali, Director i639. �0 Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Certified Mail: 7014 1200 0001 0358 1212 July 13,2015 Richard P Callahan Trust 770 (A) Main Street Osterville, MA 02655 Finding of Unfitness for Human Habitation and Determination of Immediate Danger In accordance with M.G.L. c.l 11, sec. 127A and 127B, 105 CMR 400.000: State Sanitary Code, Chapter I: General Administrative Procedures and 105 CMR 410.000: State Sanitary Code, Chapter II: Minimum Standards of Fitness for Humans. Timothy B. O'Connell, R.S., Health Inspector for the Town of Barnstable on July 13, 2015 conducted an investigation of a dwelling unit located at 981 Main Street (Unit C), MA. The owner's name of this dwelling unit is Richard Callahan. The occupant(s) name(s) are not know at this time and have since vacated dwelling unit. Based on the results of that investigation, the Barnstable Health Department finds that the dwelling is unfit for human habitation. Pursuant to M.G.L. c. 127B and 105 CMR 410.831 (D), (E)the Health Department further finds that the conditions within the dwelling are such that the danger to the life or health of the occupants of the subject dwelling is so immediate that no delay may be permitted in making this finding. Conditions found within the dwelling, which give rise to the emergency finding of unfitness and determination of immediate danger, include: 410. 750: Conditions Deemed to Endanger or Impair Health or Safety 410.750 (C)-Electrical service shut off due to fire. 410.750 (P)-A Fire in kitchen area has rendered dwelling unfit for human habitation. Based upon these findings any and all occupants are hereby ordered to vacate within (24) twenty-four hours and the landlord/owner is ordered to secure the subject dwelling within 48 hours of receipt of this order. If any person refuses to leave a dwelling or portion thereof, which was ordered vacated they may be QAOrder Letters\Condemnations\981 main unit c 7-13-15 a forcibly removed by the local Board of Health(Massachusetts General Laws C. 127B), or by local police authorities at request of the Board of Health. Furthermore, anyone who fails to comply with any order of the board of health may be subject to fines ranging from $10-$500. Each day's failure to comply with an order shall constitute a separate violation. Once vacated this unit may not be occupied without the written approval of the Board of Health. Note: This is an important legal document. It may affect your rights. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, CHO\RS Director of Public Health Town of Barnstable Q:\Order Letters\Condemnations\981 main unit c 7-13-15 HALE.. LQU I P E T INC. (�eruing the q)etroleurn Industry , Tel.PResident 3-6749 56 PENN STREET, QUINCY 69, MASS. SHIP TO— /C/vU1�/ L" SOLD TO /"/ ADDRESS -- �I A//i7i�/ .f 2`; ADDRESS CITY_ O S r r STATE, Af A-7 S S CITY STATE SHIP BY ��f% Liu• CUSTOMER'S ORDER No._ DATE TO SHIP F/•62 ' -PRICES ARE F.O. L SHIPPING POINT—TERMS. A G R E•E WEB N T S It is agreed that the responsibility of Nall Equipment Inc.for loss of product or personal or property damage is limited to the repairing or:replacing of defective.' ` material and workmanship,under our terms of guaranty. This order is accepted subject to invoicing at our prices prevailing at date of ah,pment and is,subject to strikes,accidents or other delays _beyond our control. +" QUANTITY PRICE EACH• : TOTAL PRICE -Ilk J Al i`4 /V 6i1 If f C7fj er x 1/.S f,l r V k J r~ S Cr•',//t o ✓'V 6,.�f 4WA"I nt //(/Prc At i/ t! a .1-4 oy P ir! 17 I SALESMAN �*L PURCHASER BY MleanHar or inc. OIL POLLUTION CONTROL/TANK FARM MAINTENANCE CERTIFICATION OF PRESSURE TEST DATE: Arril 22, 1985 TANK # 2,500 gallon gas tank COMPANY NAME: Mid-Way Garage ADDRESS: 981 Main Street Osterville, MA LENGTH OF TESTS: 4 hours METHOD: Nitrogen Purge PRESSURE TESTED: 5 lbs PSI i1 CLEAN HARBORS, INC. Company Representative: " , 24 HR.SERVICE (24 HR.R1 OFFICE) 617.565.511 1 P.O.BOX 193 • KINGSTON,MA 02364 '401.351.6090 401.438.5600 LleianHarbor inc. Ok 01! POLLUTION CONTROL/TANK FARM MAINTENANCE CERTIFICATION OF PRESSURE TEST DATE: April 22, 1985 TANK # 5,000 gallon Unleaded Gas Tank COMPANY NAME: Mid-Way Garage ADDRESS: 981 Main Street Osterville, MA LENGTH OF TESTS: 4 hours METHOD: Nitrogen Purge PRESSURE TESTED: 5 lbs PSI CLEAN HARBORS, INC. Company Representative: i 24 11R.SERVICE (24 HR.RI OFFICE) 617.585.511 1 P.O.BOX 193^ KINGSTON,MA 02364 `401.351.6090 401.4 38-5600 or rLie;anHarb I inc. OIL POLLUTION CONTROL/TANK FARM MAINTENANCE 4 CERTIFICATION OF PRESSURE TEST DATE: 4-22-85 TANK # 10,000 gallon Kerosine Tank COMPANY NAME: Mid-Way Garage I ADDRESS: 981 Main Street Osterville, MA LENGTH OF TESTS: 4 hr METHOD: Nitrogen Purge PRESSURE TESTED: 5 lbs PSI CLEAN HARBORS, INC. l Company Representative- -,�. ZZ.,'. i J 24 I-IR.SERVICE (24 HR.RI OFFICE) 617.585.51 1 1 P.O.BOX 193 • KINGSTON,MA 02364 '401.351.6090 401-438.5600 Art leanHarbor inc. OIL POLLUTION CONTROL/TANK FARM MAINTENANCE CERTIFICATION OF PRESSURE TEST DATE: 4-22-85 TANK # 10,000 gal Fuel Oil Tank COMPANY NAME: Mid-Way Garage ADDRESS: 981 Main Street Osterville, MA LENGTH OF TESTS: 4 hrs METHOD: Nitrogen Purge PRESSURE TESTED: 5 lbs. PSI CLEAN HARBORS, INC. 1 Company Representative: 24 HR.SERVICE (24 HR.RI OFFICE) 617-585.51 1 1 P.O.BOX 193 •KINGSTON,MA 02364 '401-351.6090 401-438-5600 leanHarbo inc. OIL POLLUTION CONTROL/TANK FARM MAINTENANCE CERTIFICATION OF PRESSURE TEST DATE: April 2. 1985 TANK # 12,500 gallon Fuel Oil Tank COMPANY NAME: Mid-Way Garage ADDRESS: 981 Main Street Osterville, MA LENGTH OF TESTS: 4 hours METHOD: Nitrogen Purge PRESSURE TESTED: 5 lbs PSI CLEAN HARBORS, INC. Company Representative: 24 HR.SERVICE (24 HR.RI OFFICE) 617.585.51 1 1 P.O.BOX 193 • KINGSTON,MA 02364 '401.351.6090 401.4 38.5600 � 0 U.S.Postal Service Delivery Confirmation 911408 2133 3930 6483 8237 0 RECEIVED CORPORATE ENVIRONMENTAL ADVISORS, INC. MAY 13 2004 May 11, 2004 TOWN OF BARNSTABLE HEALTH DEPT. Mr.Thomas A. MacKean Board of Health Town of Barnstable 200 Main Street Hyannis,Massachusetts 02601 RE: Notice of Availability Phase V-Operation,Maintenance,and Monitoring Report Midway Garage& Fuel Oil,Inc. 981 Main Street Osterville,Massachusetts 02655 RTN: 4-14558 CEA Ref#4142-99 Dear Mr. MacKean: As promulgated within 310 CMR 40.1403(3)of the Massachusetts Contingency Plan(MCP),this letter serves as official notification that a Phase V-Operation, Maintenance, and Monitoring Report has been filed with the Massachusetts Department of Environmental Protection(MADEP)for the referenced Site. Corporate Environmental Advisors,Inc. submitted the report to the MADEP on behalf of Midway Garage & Fuel Oil, Inc. A copy of the Phase V-Operation, Maintenance,and Monitoring Report may be obtained and is available for review at the MADEP Office in Lakeville,Massachusetts. If you should have any questions regarding this submittal,please do not hesitate to contact the undersigned at(508) 835-8822. Sincerely, Corporate Environmental Advisors,Inc. JWK. Urban Environmental Scientist II cc: Mr. Donald L.Harding—Midway Garage&Fuel Oil, Inc.,310 Main Street,Mashpee,MA 02649-2044 Mr.John Kimm,Osterville Town Manager,367 Main Street,Hyannis,MA 02601 MADEP,Bureau of Waste Site Clean-up,20 Riverside Drive,Lakeville,Massachusetts 02108 CORPORATE HEADQUARTERS: HARTWELL BUSINESS PARK, 127 HARTWELL STREET, WEST BOYLSTON, MA 01583 PHONE: 508-835-8822 FAX: 508-835.8812 E-MAIL ADDRESS: cea@(ea-inc.com TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM Mail To: NAME OF BUSINESS: d�l� w�' � Board of Health MAILING ADDRESS: Town of Barnstable TELEPHONE NUMBER:�/ r� ,. % P.O. Box 534 CONTACT PERSON: Hyannis, MA 02601 Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in qu Ftities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous characteristics and must be registered _ , Wd - vo t. Please put a check beside each product that you store: t/Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste oils Road Salt (Halite) Gasoline, Jeff° Refrigerants 4Nes9Wu4@ kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal `— Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda LZ Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers �� Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous,(please list): (dry cleaners) Other cleaning solvents Bug and tar removers Household cleansers, oven`cleaners White Copy-Health Department/ Canary Copy-Business TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory BOARD OF HEALTH 2.Printers3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores IV 6.Fuel Suppliers ADDRESS ;! 2l yoww 'fy "'Class: 7.Miscellaneous 'Z'P S� QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test of z' '3 1' Fuels: Gasoline,Jet- 17 ' jof'AL&� RIlk 141 Pie.s4, Kerosene, #2 (B) Heavy Oils: "7:5' Z- waste motor oil (C) new mo r oil ) /40 41 trafismission/hIV ydraulic / Synthetic Organics: deers_1',4v Y '4 via � . ,pia V � z Miscellaneous:,, • � 3 2elyo. ?r v GO'W : 444e 7 u e, DISPOSAURECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply t: O Town Sewer Public X.- On-site /9Private 3. Indoor Floor Drains YES__L NO O Holding tank: MDC f Catch basin/Dry well LA GO On-site system 4. Outdoor Surface drains:YES N0J,/ ORDERS: Q Holding tank:MDC '�` O Catch basin/Dry well _ O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product YES NO 1. C A G 2. Date Person(s) Inte ed Inspector TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair O satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS Class: 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel(A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil(C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers Misc laneous: -A �g1' " LIM DISPOSAL/RECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply O Town Sewer OPublic O 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: O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product YES 1 NO I 1. 2. Person (s) Int ewed Inspe Date 01F QyoFtNEro�y TOWN OF BARNSTABLE OFFICE OF assAM NAM � BOARD OF HEALTH y M0. 2639. � ° 367 MAIN STREET 0 MA`S M' HYANNIS, MASS. 02601 August 14, 1987 Donald Harding L Midway Garage 981 Main Street Osterville, MA 02655 Dear Mr. Harding: ns You are and reminded or cleaning, State of all MDC o require traps (Metropolit pumping an District Commissi3On, ga s an d separator tanks) .oil p te You are directed to contract, with thelicensed requiredhpumpangsands transporter\ or or contractor to perform cleaning of your MDC trap by September Within 1 the, past provide proof of such maintenance performed months . You are further directed to have your MDC trap inspected and cleaned if necessary, by a licensed hazardous waste contractor every three months . Written proof from a licensed contractor will be required. Inspections will follow by the Health Department to verify compliance. You are reminded that failure tTowncomply f Barnstable Toxic and - fine of $200 . 00 daily under e Hazardous Waste By-law. Very Truly Yours , ohn M. Kelly Director Barnstable Health Department P TOWN ' OF' BARNSTABLE COMPLIANCE: CLASS: 1. Marine,Gas Stations,Repai.r Q satisfactory 2. Printers BOARD OF HEALTH 3. Auto Body Shops 6 Q unsatisfactory- 4. Manufacturers COMPANY (see"Orders") S. Retail Stores ,j 6. Fuel Suppliers. ADDRESSYK V( Class: 7. Miscellaneous QUANTITIES AND STORAGE (IN=indoors; OUT=outdoors) MAJOR MATERIALS Case lots Drums AboveTanks Undetgrouad Tanks IN IDUT IN 10 o� / ^Fite ; �,` Vo ` Gasoline, t Fuel (A) F� Diesel, rosene, (B) �IbQ 50 "' Syr Heavy Oils: w of (C) O'.lJ ' 0�1 new motor of (C) 40 500 transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: ...,., DISPOSAL/RECLAMATION REWAKS: Sanitary. Sewage 1. Water Supply A ' 0 Town Sewer. _ Pub 1 i c C ►V V►—� �\ _ On-site Private t t,� .3. Indoor Floor Drains: YES NO O Holding tank: MDC_K 6c � '? O Catch basin/Dry well r On-site system 11C2Q No /�(�, J��� I� C� � V "d 4. Outdoor _Surface drains:BYES NO l D J O Holding tank: ,MDC /v O Catch basin/Dry well 5 � lt� V� N OOn-site system S. Waste Transporter J�J/g� Licensed? Name, estnatnn .Waste Product �l 1 ` D i i - - - . ���1 r� 12 23 81 Person s Int. rviewe Inspector Oatbf `�,�`•: Mail to:OF TI R'1: ht4ILTNG ADDRESS: Board of Health Town of Barnstable TELEPHONE NUMBER: P.O.Box 534 CONTACT PERSON: P01V4 G p L o f�/�i!'D/N� Hyannis, MA. 02601 Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, move than 50 gallons liquid volume or 25 pounds dry weight? YES y NO This form must be returned to the Board of Health regardless of a YES or NO answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address : ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous characteristics and must be registered when stored in quantities totalling more than 50 gallons liquid volume or 25 pounds dry weight. - Please put a check beside each product that you store: Antifreeze (for gasline or coolant systems )- Refrigerants Automatic transmission fluid Pesticides (insecticides , Engine and Radiator flushes herbicides,rodenticides ) -7% Hydraulic fluid (including brake fluid) Photochemicals -' Motor oils/waste oils Printing Ink 4- Gasoline, met r_c�l Wood preservatives ' ewe , Kerosene, #2 heating oil (creosote) Other petroleum products : grease, Swimming Pool chlorine lubricants Lye or caustic soda Degreasers for engines and metal Jewelry cleaners Degreasers for driveways & garages Leather dyes Battery acid (electrolyte) Fertilizers (if stored Rustproof ers outdoors ) Car wash detergents PCB' s /� Car waxes and polishes Other chlorinated -hydro- Asphalt & roofing tar carbons, (inc.carbon !, Paints, varnishes , stains , dyes tetrachloride) /__ Paint and lacquer thinners Any other products with Paint & Varnish removers, deglossers "Poison" labels (including Paint brush cl'%aners chloroform, formaldehyde, Floor & Furniture strippers hydrochloric acid, other Metal polishes acids) Laundry soil & stain removers Other products not listed (including bleach) . - which you feel may be Spot removers & -cleaning fluids (dry cleaners ) toxic or os , or hazardous please Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners Drain cleaners Toilet cleaners Cesspool cleaners Disinfectants Road Salt (Halite) TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF FIRM: tv/ to- W ,& -� Q m g 4 a MAILING ADDRESS: 48/ M A- i,<,/ S-7' C5.5�- C ITV r L- �. TELEPHONE NUMBER: �4 dA 3�' a'Z CONTACT PERSON: Does your firm=_storeany=of-the=t-oxxc .or hazardous mat.erials-listed=:below-, either for sale or for your own use, in quantities totalling, at a time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO ,I This form must be returned to the Board of Health regardless of a YES or NO answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS .MATERIALS The Board of Health has determined that the following products exhibit toxic i or hazardous characteristics and must be registered when stored in quantities totalling more than 50 gallons liquid volume or 25 pounds dry weight. Please put a check beside each product that you store: ✓ Antifreeze (for gasline or coolant systems) Refrigerants 7 Automatic transmission fluid Pesticides (insecticides, Engine and Radiator flushes herbicides,rodenticides) YHydraulic fluid (including brake fluid) Photochemicals Motor oils/waste oils Printing Ink �— Gasoline, Jet fuel i' Diesel fuel, Kerosene, #2 heating oil Wood preservatives (creosote) Other petroleum products: grease, Swimming Pool chlorine lubricants Lye or caustic soda Degreasers for engines and metal Jewelry cleaners Degreasers for driveways & garages Leather dyes Battery acid (electrolyte) Fertilizers (if stored f Rustproofers outdoors) Car wash detergents PCB' s Car waxes and polishes , Other chlorinated hydro- Asphalt & roofing tar carbons, (inc.carbon Paints, varnishes, stains, dyes tetrachloride) Paint and lacquer thinners Any other products with Paint & Varnish removers, deglossers "Poison" labels (including Paint brush cleaners chloroform, formaldehyde, Floor & Furniture strippers hydrochloric acid, other Metal polishes acids) Laundry soil & stain removers Other products not listed (including bleach) which you feel may be Spot removers & cleaning fluids toxic or hazardous (please (dry cleaners) P E C E I V E ® list. ,,;: Other cleaning solvents HEALTH DEPT. Bug and tar removers TOWN OF BARNSTABLE Household cleansers, oven cleaners Drain cleaners Toilet cleaners Cesspool cleaners Disinfectants MAY 1 5 1981 Road Salt (Halite) TOWN OF BARNSTABLE BOAR ® , OF HEALTH CO.NTROL OF TOXIC AND HAZARDOUS MATERIALS - INSPECTION SHEET FIRM n ADDRESS Major types of materials: 1) 2) r 3} 4) 5) 6) J. Description of material(s) use: tz II. Storage (denote product by number Tit sted .ab&e) A. Containers metal glass paper. plastic cans,bottles,jars drums,barrels ► aboveground tanks underground tanks bags,boxes open,loose,uncovered inadequate labelling B. Storage Facility ✓or # Remarks/RecommeTi6>:. .ions 1. Indoor _ a) separati3, contained room b) stored in general work area ea i) inadequate ventilation ii) floor drains iii) inadequate fire protection { 2. Outdoor! , a) uncovered, exposed'to weather b) pervious surface/catch basins III. Disposaal` " A. Reclamation/Recycling unit B. On-site disposal 1. Town sewery 2. Regular septic system 3. Separate holding tank C. Off-site disposal UWI VW *LYV 1. hauled by own. firm 2. hired hauler' La • a) name of hauler b) address or disposal site �f f 77, Persoll(s) Interviewed Inspector Date ' - - - - - - - - - . 6 30 81 j I • MID-WAY GARAGE 981 MAIN STREET OSTERVILLE, MASSACHUSETTS 02655 428-2296 July 1.4, 1.986 Dear Sirs; I have removed the two 50 gallon ' drums that we stored fuel oil in out behind the gas station. I am currently trying to find someone to take the batteries away. Do .you know of anywhere that takes them? I am also in the process of putting a cap over the lift piston. Sincerely Y incerellyYours, Partner, Mid-Way Garage )WN QF, • BARNSTABLE . - . marine,bas btations,KEPai.r Q satisfactory BOARD F H ALTH . 2. Printers ( 3. Auto Body Shops � tl � Qunsatisfactury_ 4. Manufacturers 1 / (see"Orders") 5. Retail Stores , 'WAVY - 6. Fuel Suppliers DRESS rnc7. '�� `~ r'` Class• 1 7. Miscellaneous QUANTITIES AND STORAGE (IN=indocrs; OUT=outdoors)' Case lots Drums AboveTanks Underground Tanks OR MATERIALS IN IDUT IN IOUT IN IOUT # G_yEllons Aszezest? Fuels: Gasoline, Jet Fuel (A) �= •Di.esel, Kerosene, N2 (B) Heavy Oils: waste motor oil (C) ,new moto �o:i1 (C) - ! transmission/hydraulic Synthetic Organi-s: degreasers, i iiscell1��aneous: -- SPOSAL RECLANAATION RE RKS: 1. Sanitary Sewage 2. Water S pply 0 o G 0�To ewer ub1 i c ST��'P.,•a�PL�S -site O Priva a „� '-CiO �--S.-a?sYu-- P 3. ,Indoor Floor Drains: YES . caws &?atAch* ng, tank:basi /" ry we j ' 1 On-site syst� uX� — z 4. Outdoor Surface drains:YES NC O Holding tank: MDC O Cat�h basin/Dry well S.W.II.�'F _ Z= ��= � b ?1 �r4tC OOn=site system �S. Waste Transporter - Licensed? }Waste Product_ YFR NO 23 81 Person(s) iAt.erviewed Cf-^, V7 ..9("/111 . -mil!, 2 -�,;';� r'� Ijy9Pd.'t0T__._ Ordte`'1 IME r ho Town of Barnstable ti Regulatory Services * sysrAB , * Thomas F. Geiler, Director MAS9°0 6q. a Public Health Division ArFD MA'S Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Richard P. Callahan Date: March 1, 2005 Centerville Village Apt Rlty Tr. %Hostetter,Daniel Osterville, Ma. 02655 NON-COMPLIANCE WITH STATE ENVIRONMENTAL CODE TITLE V. The septic system owned by you located at 981 (Rear) Main St. Osterville was inspected on, l l/l/2001 by James M. Ford a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: Single Cesspool. Our records show that the system has been in a failed state for more than two years. You are ordered to hire a professional engineer or.registered sanitarian to prepare:a plan .of : proposed replacement septic system component(s). This plan is to be submitted to the Town of Barnstable Public Health Division Office(Regulatory Services, 200 Main Street,Hyannis),within (90) days receipt of this letter. The plan will bring the septic system into compliance with 310 CMR 15.00, The State Environmental Code, Title V. You are a lso o rdered t o u pgrade o r r eplace t he s eptic s ystem w ithin s ix months (180) days o f y our receipt of this letter. Any person aggrieved by any order issued by the local approval authority may appeal to any c ourt o f competent jurisdiction as provided for by the laws of the Commonwealth. You have the option of requesting an adjudicatory hearing pursuant to 310 CMR 15.422 Failure to comply with this order will automatically result in a public hearing scheduled before the Board of Health. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean,R.S.;C.H.O. Agent of the Board of Health 1/failed_septic_letters Date: J'/ 7/ TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: BUSINESS LOCATION: qf1 Aajd�Ck. 0 11L INVENTORY MAILING ADDRESS: 11 °� TOTAL AMOUNT- TELEPHONE NUMBER: 11' 96.3 k1 y1 r CONTACT PERSON: (�k -� gAj=, //T',, Rnvw EMERGENCY CONTACT TELEPHONE NUMBER: Awl a 1 "dINJ' MSDS ON SITE? TYPE OF BUSINESS: av,tfi _ INFORMATION/RECOMMENDATIONS: Lay- Fir District: 1011U MMa t7 fiUl. � 11V4 Waste Transportation: Last shipment of hazardous.waste: Name of Hauler: Destination: Waste Product: — Licensed? Yes No — NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint &varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor &furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers (including bleach) Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS c3i-7 OIL WASTE OIL OIL FILTERS ANTIFREEZE WASTE ANITFREEZE GASOLINE WASTE GAS DIESEL FUEL W/W FLUID ATF HYDRAULIC/ misc. MISC. MISC. MISC. BRAKE FLUID COMMBUSTIBLE FLAMMABLE CORROSIVE PETROLEUM (GEAR OIL/GREASE/ LUBRICANTS) FREON ACETYLENE CAR WASH CAR WASH PAINTS/ WAX DETERGENTS THINNERS SEALANT CLEANING BATTERIES/ POISION/TOXIC CAULK/GROUT SOLVENTS BATTERY ACID FERTALIZERS WASTE SOLVENT BLEACH DISH WASH AND MSDS DETERGENTS No MANIFESTS Iv�.\ C � AMA CIO Q. ��� d�6�1uU�i �ti�� �) a�1�cf�s ._ . I ' I r Page 1 of 2 Lavelle, Timothy From: Michael Schulz [mschulz@schulzlawoffices.com] Sent: Thursday, March 02, 2017 2:16 PM To: Lavelle, Timothy; sobrien@barnstablecounty.org Cc: Michael Schulz Subject: FW: Fuel Oil Release Investigation: 981 Main Street-Osterville Tim, as we discussed, here is the preliminary findings from Bennett Environmental with attached photographs. Once the samples are back from the laboratory and written report provided, I will forward the same. Thank you. Michael Michael F. Schulz, Esq. Schulz Law Offices, LLC 7 Parker Road Osterville, Massachusetts 02655 Telephone: (508)428-0950 Facsimile: (508)420-1536 Cell: (508) 364-6364 www.schulzlawoffices.com This email and any files transmitted with it contain PRIVILEGED and CONFIDENTIAL INFORMATION and are intended only for the person(s)to whom this e-mail message is addressed. As such, they are subject to attorney-client privilege and/or attorney work product and you are hereby notified that any dissemination or copying of this email is strictly prohibited. If you have received this e-mail message in error, please notify the sendor immediately by telephone or e-mail and destroy the original message without making a copy. Thank you. From: David Bennett [mailto:dbennett@bennett-ea.com] Sent:Thursday, March 2, 2017 1:05 PM To: Michael Schulz<mschulz@schulzlawoffices.com> Cc:John Tadema-Wielandt<jtadema-wielandt@ ben nett-ea.com> Subject: Fuel Oil Release Investigation: 981 Main Street-Osterville Dear Attorney Schulz, I understand that you spoke with John and were briefed on our field observations and field testing results relative to the targeted investigation of alleged dumping of fuel oil at the property. I thought you might need something in writing relative to our work that indicates that no such dumping or significant soil impacts were apparent impact in advance of our written findings. Our final report will be issued after receipt and review of the qualifying laboratory analysis as pending. Please feel free to share the preliminary results and photographs with BCHED and Barnstable Health as will be copied on the final report of findings. Please call me or John in the interim with any questions or need for additional information. David C. Bennett, LPG., CGWP., LSP. President BENNETT ENVIRONMENTAL ASSOCIATES, INC. 1573 Main Street—P.O. Box 1743 Brewster, MA 02631 3/2/2017 Page 2 of 2 Office: (508) 896-1706 Facsimile: (508) 896-5109 Please visit us on Facebook by clicking here: Bennett Environmental Associates, Inc. Confidentiality Notice: This electronic mail message and any attached files contain information intended for the exclusive use of the individual or entity to whom it was addressed and may contain information that is proprietary, privileged, confidential and/or exempt from disclosure under applicable law. If you are not the intended recipient,you are hereby notified that any viewing,copying, disclosure or distribution of this information may be subject to legal restriction or sanction. 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Yi '..- r'a�.�,i777�.. `�.,.a ?X-,. �� x�. ,�M1�A'.�.....�fY' Sl'�F�:I�'t•, a.I. ✓I�V't,FA:. a k` .*'}: »��sh'+`�A-....y4y*�. ,�$?�, ,r Mr.Sean O'Brien Barnstable County Department of Health Barnstable County Complex Main Street Barnstable, Ma. Dear Mr.O'Brien, 1-15-2017 We are writing you in regards to an illegal dumping violation that has occurred for several years at 981 Main Street in Osterville. .A former employee of Adam Hostetter has come forward to show us where he was instructed to dump home heating oil under trees in the rear of the property located at 981 Main Street. The source of the oil was from old tanks removed from houses that were being renovated. We had alerted the Town of Barnstable Health Department to the problem last fall and given them a general idea as to where the dumping had occurred.They did respond the next few days but did not locate any oil. Our mistake in this case was not being specific enough in the location and not understanding that there were holes dug to hide it(1-2'deep -no evidence on the surface). Last month the former employee came in again with the help of photos showed exactly where he had dumped the oil over several years. (Please seethe enclosed photos and diagrams). These most current photos and diagrams have been sent to the Town of Barnstable Board of Health. In doing some research,we know there is a device used by environmental clean-up companies that can detect various chemicals in the ground and maybe this is what is needed at this time. I hope that further action is tz ken on this violation as it is deliberate and extremely toxic to the resources around us. Sincerely, Concerned Citizens of Osterville w Legend T. "' a ► ' tt �'; i Parcels Town Boundary 11 k2r4�3Q4 x 4, '`x Railroad Tracks 2?k�ti?3 :3 y ti #37 �`1 Ul Bulldings Painted Lines W- .-4 t Parking LotPaved s 1 8 'k unpaved "'., #3 Driveways Paved unP aVed '- - 1176.06 } it \ � r F� Roads BrIdges s 117026 M raged Ruads Unpaved Roads Streams i @77k392 }' M Marsh Water Bodies ./�• 111 .�tiA.�k.• �?4 � - d{• \ 117170 Pilo #2El 44 •yam spy 117171 At gt 117612 440 11,17029 #�33 Map printed on: 1/18/2017 This map is for illustration purposes onlyy.It is not parcel lines shown on this map are only graphic Town of Barnstable GIB Unit adequate for legal boundary determination or representations ofAssessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true propertyboundaries and do not represent 367 Main Street,Hyannis,NIA 026ol 0 83 16� an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 608-852-4624 reflect current conditions,and may contain such as building locations. 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L • t .4 117176 11702. 0956 f .1 ItT[72 a+1 `� rri ,,� _4 ■- ■ 11 '.4 ❑ ❑ ,,.,.+'"",i" ,11.7Q�� #��3„�i ) y,.•r.�"� .�,��Y51 ,�� i ewn�e t Map printed on: 1/18/2017 This map is for illustration purposes on Y.It is not Parcel lines shown on this map are onlly graphic Town of Bw--table GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Peet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 M■dn Streak Hyannis,MA o26ot 0 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-86 a-4624 reflect current conditions,and may coutaln such as building locations. Appiox.Scale:1 inch= 83 feet cartographic errors or omissions. gis@town.barnstable.ma.us � h o:• Jr � ) r y} 1 'ptl����,�4r,�AMA,riS �7 N � f !t'f tt� � � ° �YS;,Jrr ? t�• tJ tlr �v # rtt tt�'� ! - i a+I)tY�1 , r�/y+� ir7J�q P rk j)E• t ;na ' iu{ f y�l��l � </;>?' 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Box 427 pt. of Health Barnstable, Ma. 02630 Att:Sean p,Brr. . en TABLE OF CONTENTS 1.0 Executive Summary 1.1 Purpose/Introduction 1.2 Scope of Services/Methodology 1.3 Findings 1.4 Conclusions 1.5 Additional Services/Recommendations 2.0 Site Description 2.1 Site Location and Legal Description 2.2 Site and Vicinity Characteristics 2.3 Site Improvements 2.3.1 Structures and Improvements 2.3.2 Roads 2.3.3 Heating Source 2.3.4 Sanitary Sewer Disposal 2.3.5 Water Supply 2.4 Information from Site Owner/Operator 2.5 Present Ownership and Use 2.6 Adjoining Properties 2.7 Environmental Permits and/or Violations 3.0 User Provided Information 3.1 Title Records 3.2 Environmental Liens or Activity and Use Limitations 3.3 Specialized Knowledge and/or Actual Knowledge 3.4 Commonly Known of Reasonably Ascertainable Information 3.5 Owner,Property Manager and Occupant Information 3.6 Valuation Reduction for Environmental Issues 3.7 Reason for Performing Phase I 3.8 Other 4.0 Site History 4.1 Information from Site Owner/Operator 4.2 Previous Environmental Reports 4.3 Local Records 4.3.1 Building Department Records 4.3.2 Board of Health 4.3.3 Fire Department 4.3.4 Conservation Commission 4.4 Historical Sources 4.4.1 Sanborn Fire Insurance Rate Maps 4.4.2 Aerial Photographs 4.4.3 Historical Topographic Maps 4.4.4 Plan of Land 4.4.5 City Directories 4.4.6 Property Tax Files/Assessors Field Cards 4.4.7 Zoning/Land Use Records 4.4.8 Summary of Historical Information 5.0 Environmental Setting 5.1 Topography 5.2 Hydrology 5.2.1 Surface Water 5.2.2 Wetlands 5.2.3 Hydrogeology 6.0 Records Review 6.1 Federal Records 6.1.1 National Priority List Sites 6.1.2 Delisted National Priority List Sites 6.1.3 CERCLIS Listings 6.1.4 CERCLIS NFRAP 6.1.5 RCRA CORRACTS Facilities 6.1.6 RCRA non-CORRACTS TSD Facilities 6.1.7 Federal Institutional Controls/Engineering Controls 6.1.8 RCRA Generator 6.1.9 ERNS Sites 6.1.10 FINDS 6.2 State Records 6.2.1 State/Tribal Listed Sites 6.2.2 State/Tribal Registered Underground/Aboveground Storage Tanks 6.2.3 State/Tribal Leaking Underground Storage Tanks 6.2.4 State/Tribal Solid Waste Facilities and Landfills 6.2.5 Pre-1993 Spill Sites 6.2.6 State/Tribal Brownfield Sites 6.2.7 Activity and Use Limitation Sites 6.2.8 Tribal Lands 6.2.9 State/Tribal Engineering Controls 6.2.10 State/Tribal Institutional Controls 6.2.11 State/Tribal Voluntary Cleanup Properties 6.3 Non-Geocoded Properties 7.0 Site Reconnaissance 7.1 Underground Storage Tanks 7.2 Aboveground Storage Tanks/Drums 7.3 Hazardous Substances 7.4 Hazardous Waste 7.5 Odors 7.6 Polychlorinated Biphenyls 7.7 Solid Waste Disposal 7.8 Stained Surfaces,Corrosion and Distressed Vegetation 7.9 Pits,Ponds,Lagoons or Pools of Liquid 7.9.1 Subject Property 7.9.2 Abutting Properties 7.10 Underground Structures& Sanitary Wastewater Disposal 7.11 Additional Issues of Environmental Concern 8.0 Limitations and Conditions 8.1 Asphalt&Paved Surfaces 9.0 Deviations 10.0 References 11.0 Service Constraints Figures: Figure 1: Site Locus(USGS Topographic Quad,Barnstable,MA, 1998) Figure 2: Barnstable Assessor's Map(excerpt) Figure 3: Historical Topographic Map Figure 4: Groundwater Contour Map Figure 5: MA GIS Priority Resource Map Appendices: Appendix A: Site Plan,"Phase I Environmental Site Assessment"by BENNETT ENVIRONMENTAL ASSOCIATES,INC.,Dated May 14,2013 Appendix B: Supporting Documentation Sanborn No Coverage Letter Historical Aerial Photographs(1938, 1969, 1971, 1985, 1991,2006, 2008 and 2012). Assessor's Field Card/GIS Map with Zoning Building Department Records Health Department Records Fire Department Records User-Furnished Information&Questionnaire Property Owner/Key Site Manager Information&Questionnaire Deed Information/Plans of Land Previous Environmental Reports Appendix C: Photographic Documentation Appendix D: Database Search Report Appendix E: Resumes Appendix F: QA/QC Policies L MAY 20,2013 HOSTETTERBEAI3-10154A PAGE I OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA 1.0 Executive Summary 1.1-1.3 Purpose/Introduction, Scope of Services/Methodology, Findings This report presents the results of a Phase I Environmental Site Assessment (ESA) which was performed by BENNETT ENVIRONMENTAL ASSOCIATES, INC. (BEA) on behalf of Adam Hostetter, Hostetter Realty Trust, in substantial compliance with the current E1527 ASTM Standard. The Phase I was completed to identify on-site "Recognized Environmental Conditions" (RECs), as well as "Potential Environmental Conditions" (PECs) which, in the opinion of the reviewer, held the potential for impacting on-site soil and/or groundwater with oil and/or hazardous materials (OHM), as subject to Notification or Remedial Response liability pursuant to the.MA Contingency Plan (MCP) 310 CMR 40.0000, as enforced by Massachusetts General Law (MGL) Chapter 21E. This Phase I ESA is noted as an update to a Phase I and Phase II ESA completed for the Subject Property in September 2001 and November 2001, respectively. This work represents "due diligence" by the fiduciary and/or potential property owner toward satisfying All Appropriate Inquiry (AAI) to investigate existing environmental liability and is consistent with the standard of care presently employed by environmental professionals. The investigation has included a review of local records related to the storage, use, disposal, release and/or generation of oil and/or hazardous materials at the Subject Property, a review of environmental database information including the MA DEP Searchable Database, interviews with public officials and persons knowledgeable of site history, and site reconnaissance. This information was used in the determination of potential liability for the notification and/or remedial actions for the presence of OHM, as required by 310 CMR 40.0000, pursuant to MGL c. 21E. The findings, herein, represent the current site conditions as of the date of this report, as subject to the Service Constraints attached. The Subject Property is located at 981 Main Street in the center of Osterville, MA and is comprised of two lots shown on Barnstable Assessor's Map 117 as Parcels 26 and 178, totaling some 2.45 acres. The Subject Property is improved upon by a total of seven permanent structures including the Service Station, an automotive Repair/Detail shop, two (2) Dwellings, one (1) Cottage, and two (2) Garages/Warehouses. In addition, there are four (4) storage sheds on site, as well as a shed which houses the controls for a former SVE/AS remediation system. This system served as the remedial strategy for a portion of the Subject Property which was a Disposal Site where soil and groundwater impacts have reportedly been cleaned up, and a Class A-2, Response Action Outcome filed with the MA DEP for regulatory closure. The historic presence of soil and groundwater impact is a Historic REC (HREC). MAY 20,2013 HOSTETTER/BEA I 3-10154A PAGE 2 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA The Service Station is located along the eastern edge of the property,. approximately 40' from the. Main Street road layout. The single story building has a 1 base area of 1,013SF with a concrete slab-on-grade foundation, as built in 1938, and contains a storefront/retail area, an automotive service bay, an office area and restrooms. A pump island is centrally located at the front of the building, and a secondary pump island is located in the northeast corner of the property. A small storage shed is located to the south of the Service Station. The automotive Repair/Detail shop is a 1'/2 story, 3,126SF building with a concrete slab-on-grade foundation. An earthen crawl space was identified below a portion of the building. This building was reportedly developed in 1900 as a stable and was converted to a Repair/Detail shop in 1922 as the Mid-Way Garage. The building includes two service bays and two rear storage rooms. A small room at the lower level of the northwest corner of the building formerly used to paint automobiles is currently used for storage. A partial attic located above the northeastern portion of the structure is used for storage and houses the heating system utilized by the shop. In a room on the ground floor on the south side of the building, an abandoned oil burner was found to be noted with located with multiple feed lines running out of the building. Because of the position of the boiler and debris inside the room, the soils underlying the boiler could not be inspected as a Limitation to this investigation. The eastern-most Dwelling, located just south of the Repair/Detail shop, is a 13/4 story ranch style 4 bedroom building with a base area of 1,352SF, reportedly constructed in 1912. A small one-bedroom Cottage is located just west of this Dwelling. It was reportedly constructed in 1900 with a base area of 330SF. The western-most Dwelling, built in 1942, is a single story ranch style building with a base area of 2,131SF. It contains two two-bedroom units. This structure contains two basement areas, including one partial basement with a crawl space and a full basement. The eastern-most Garage/Warehouse, located just west of the Repair/Detail shop, is utilized by a landscaping company, as is one of the nearby storage shed. The western-most Garage/Warehouse and two adjacent sheds are utilized by a construction-related company for the storage of buildings materials and appliances. Each of the heated on-site buildings are done so via #2 fuel oil as stored in 275-gallon above ground storage tanks (ASTs). The Subject Property is serviced by on-site sewage disposal systems and water service via the Town of Barnstable municipal water system. The Subject Property is primarily flat at the eastern end of the property in the vicinity of the Service Station, along Main Street. The property slopes sharply to the west at the rear of the station with approximate elevations range from 30-40' +/- NVGD. A wetland area identified as "swamp" is noted on a Plan of Land from 1971, though at MAY 20,2013 HOSTETTER/BEA13-10154A PAGE 3 OF 35, PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA least a portion of that area has since been filled with what BEA noted as buried building and landscaping materials. The presence of this fill as covering undetermined debris represents a Potential Environmental Condition (PEC) for which recommendations are made. Storm water is discharged from gutters along the roof lines to the ground surface. No on-site leaching catch basins were noted as located on the property to facilitate storm water drainage. Groundwater is located at approximately 30' (+/-) below grade, with what appears to be perched groundwater located at 10' below grade toward the west end of the property. Regional groundwater.contours indicate a southwesterly groundwater flow direction toward North Bay. Site-specific contouring is consistent with the primarily flow direction, which is noted as toward the on-site "swamp" area, though at times flow has been identified as southeasterly. According to MA DEP GIS mapping, the property is located within a Currently Productive Drinking Water Source Area (CPDWSA), as located within the designated Zone II Protective Radius for several municipal wells, the closest being some one-quarter mile north. The RCGW-1 Reportable Concentrations are applicable for groundwater. . Additionally, the GW-1, GW-2 and GW-3 groundwater criteria for Method 1 - Risk Characterization are applicable relative to routes for potential exposures associated with ingestion, inhalation and dermal contact. Based upon the proximity of residential dwellings, the RCS-1 Reportable Concentrations are applicable for soil. Site conditions relative to frequency/intensity of use and accessibility of soils indicate that the S-1, S-2, and S-3 (GW-1, GW-2 and GW-3) soil categories are considered in review of Method 1 - Risk Characterization standards. Environmental records research identified the Subject Property as a RCRA and FINDS facility as regulated by the US EPA as a small quantity hazardous waste generator under MAD982202228. Two releases of OHM have been documented for the Subject Property since 1997. A review of the public record indicates the first involved the discovery of a gasoline release upon the removal of a 110 gallon underground storage tank (UST) [RTN 4-12920]. Some 35 yards of impacted soils were excavated from the tank grave at the time. Subsequent soil and groundwater testing in this area reported gasoline constituent exceeding the applicable standards. In the course of conducting additional environmental assessment activities associated with this release, a second upgradient gasoline release was identified [RTN 4-14558] as attributed to leakage of pipes or lines from the Service Station at the front of the property. RTN 4-12920 and RTN 4-14558 were subsequently administratively linked so that all Comprehensive Response Actions were to be performed under RTN 4-14558. In November 2000, a soil vapor extraction (SVE) and air sparging (AS) pilot test was conducted which indicated that the SVE/AS system was a viable remedial alternative for reducing petroleum hydrocarbon levels in soil and groundwater and achieving a MAY 20,2013 HOSTETrERBEAI3-10154A PAGE 4 OF 35 PHASE I ESAl981 MAIN STREET,OSTERVILLE,MA Permanent Solution at the site. In December 2008, a Class A-2 RAO based on Method 3 was filed with the MA DEP. A Notice of Noncompliance/Notice of Audit Findings was issued by the Department for RTN 4-14558 on December 22, 2010. This document was reviewed and was found to identify regulatory violations in the Audit process which were subsequently addressed. The document stated that no further action was required relative to the Site. As previously noted, the on-site release(s) and waste site cleanup of a Disposal Site associated with RTN4-14558 is noted as HREC. Wherein the Department has reviewed closure documentation under the Audit process and has determined that No Further Action is required, the HREC does not in itself appear to represent 21E environmental liability at this time. The use of the remaining monitoring wells from this work under RTN4-14558 for additional groundwater analysis and investigation of identified PEC's, and the permitted closure of these wells is recommended herein. The final RAO report was not available on the MA DEP website and was specifically requested of Mr. Homen but not received. The inability to review this document is noted as a Limitation to this investigation. In addition to the release(s)at the Subject Property,environmental records research identified five Sites within one-quarter mile. Each of these Sites has been closed with a Response Action Outcome (RAO) indicating project closure with regulatory compliance and/or mitigation of environmental hazards,or has asserted Downgradient Property Status. Five Sites were also identified between one-quarter and one-half mile of the Subject Property. Each of these Sites has been closed with regulatory compliance under a RAO, or determined by the MA DEP as requiring "No Further Action". Seven Sites have been identified between one-half and one mile of the Subject Property. Each of these has been closed under a RAO. Based on the distance, hydrogeologic position, and/or regulatory status of these Sites, none appear to represent a material threat of impact to the Subject Property. A site inspection was conducted on May 7, 2013. The property manager for the residential units, Mr. Marcell Barbosa, and key site manager, Mark Homen who is the operator for the Midway Garage and rear detailing business, led and directed the inspection which included a walk over of the property with particular attention paid to areas of OHM use and storage. Three underground storage tanks (USTs) are currently registered to the Subject Property. These include one 5,000- and one 6,000-gallon gasoline vessel, and one 6,000 gallon vessel containing a 4,000 gallon gasoline compartment and a 2,000 gallon diesel compartment. Each of these appears to have been installed in accordance with fire prevention codes, pursuant to 527 CMR 9.00. A current Third Party, Inspection (TPI) report was not provided by Mark Homen, as requested. This is a noted Limitation in this investigation. The MA DEP website, however, shows that a TPI report had previously been submitted and is due again in November 2013. According to historical records, thirteen vessels of various sizes and contents were listed as removed from the Subject Property between 1983 and 2010. MAY 20,2013 HOSTETTER/BEA13-10154A PAGE 5 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA A total of seven 275-gallon aboveground storage.tanks (ASTs) were identified at the Subject Property. The vessel within the eastern-most Dwelling, and one of the two vessels identified within the western-most Dwelling were noted as in good condition though bare copper lines with no secondary containment or sheathing. Furthermore, the second AST in the basement of the western-most Dwelling was noted as weeping along it's seem and corrosion was noted on the associated bare copper lines. This tank and all bare copper fuel lines observed represent a PEC for which recommendations are made. The storage of hazardous substances includes the identified bulk storage of gasoline, diesel; kerosene, and fuel oil, as well as the storage of automotive lubricants in the Service Station bay and Repair/Detail shop. Of these lubricants, motor oil in one quart containers was the only product noted approaching 55 gallons in the aggregate. Containerized OHM including gasoline cans and lubricants were noted on shelving within this garage. All such materials appeared properly containerized with good housekeeping practices observed. Waste oil is collected within the service bay in various containers and transferred to a 275-gallon AST off the southwest corner of the building. Waste anti-freeze is collected within the service bay in a plastic 55-gallon drum. Waste oil and anti-freeze are removed from the property by Cyn Environmental under Uniform Hazardous Waste Manifests. Three (3) 55-gallon drums were noted off the west wall of the auto Repair/Detail shop. These drums included two unlabeled plastic drums, one of which reportedly contained waste oil. The third drums was steel constructed and was marked with a deteriorating label indicating it contained a brightener for tires. No overt evidence of release was noted in the area of these drums. As a matter .of compliance, however, these drums. should each be properly labeled and disposed of and the fact that these are.unmarked and unsecured in an area of vehicular parking is identified as a PEC. One interior hydraulic lift, and one exterior hydraulic lift were identified in the area of the Service Station. These underground lifts contain underground hydraulic oil storage. Soils were tested in the area of the subsurface components during the 2001 investigation by Bennett & O'Reilly, Inc. At that time, no significant contaminant impacts to soils were identified in either of the areas. Regardless, the remaining presence of subsurface components with the potential for leaking hydraulic oil is noted as a PEC for which recommendations are made. Significant staining was noted in the area of the on-site diesel pump. Waste oil was observed on the flooring within the waste oil AST enclosure off the southwest corner of the Service Station. Each of these areas is also noted as representing PECS for which recommendations are made. Large quantities of fertilizer, some noted as containing herbicide, were noted on pallets within the landscaping garage. A box of Roundup QuikPRO was also noted. These are commercially available products and the bags and containers are in good conditions with no evidence of leakage MAY 20,2013 HOSTETTERBEAI3-10154A PAGE 6 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA Two floor drains were identified within the basement of the western-most Dwelling. In the course of the Phase I & Phase lI activities conducted in 2001, physical testing was conducted in the areas of discharge with subsequent laboratory analytical . reporting all parameters as substantially below the applicable RCS-1 Reportable Concentrations, as well as the S-1/GW-I Method 1 - Risk Characterization standards. It was recommended at that time that the drains be sealed to eliminate any preferential pathway in the event of a release of fuel oil at the nearby ASTs and/or the oil burners. This work was not completed, and remains a recommendation within the report as a PEC. Finally, numerous monitoring wells were noted on-site. Wherein these wells can represent a preferential pathway for contaminants should a release occur on a property where large quantities of OHM are used, generated and stored, recommendations are made. 1.4 Conclusions We have performed a Phase I Environmental Site Assessment in substantial conformance with the scope and limitations of ASTM Practice E1527 of 981 Main Street, Osterville, the Subject Property. Any exceptions to, or deletions from, this practice are described in Section 9.0 of this report. This assessment has revealed evidence of a Historic Recognized Environmental Condition (H-REC) and various Potential Environmental Conditions (PECs) in connection with the Subject Property as listed below: H-REC • The historic on-site presence of soils and groundwater known to exceed the applicable Method 1 Risk Characterization standards is noted as an H-REC. The closure documentation associated with this Site was audited by the MA DEP in 2008 and subsequently stated that No Further Action was required at the Site. BEA is relying on these findings by the Department and no recommendations are made specifically to this H-REC. PECs • Significant staining identified in the area of the diesel fuel pump, and waste oil observed on the flooring within the tank enclosure are noted as PECS. • The presence of hydraulic lifts with subsurface components is noted as a PEC. • The floor drains within the basement of the western-most Dwelling are noted as PECs for the potential discharge of OHM to these components wherein OHM is used and stored in near proximity to these wells. MAY 20,2013 HOSTETTER/BEAI3-10154A PAGE 7 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA • Single-walled,copper fuel lines identified at the fuel oil ASTs located at the Service Station and within the basements of the two Dwellings, as well as the weeping vessel in the basement of the western-most Dwelling are noted as PECS. • The apparent placement of fill containing building and landscaping debris at the southwest corner of the property is noted as a PEC. • The three (3) 55-gallon drums located off the west wall of the auto Repair/Detail shop are identified as a PEC. 1.5 Additional Services/Recommendations • The physical testing of soil in the identified areas of staining at the diesel fuel pump and waste oil AST enclosure is recommended order to qualify the extent and magnitude of any environmental impact. • Soil testing is again recommended to qualify environmental conditions in the areas of the hydraulic lifts and their subsurface components. All subsurface components should then be removed. • The proper registration, assessment, and closure of the floor drains within the basement of the western-most Dwelling is again recommended. • While no release of OHM was detected at the time of inspection, it is recommended that secondary containment be retrofitted to all bare copper fuel lines, as required by current fire prevention code, and as consistent with the standard of care for a property located within a Zone I1 and in close proximity to a public water supply (PWS). It is .further recommended that the AST and associated fuel line within the western-most Dwelling, noted as being in poor condition, be replaced. • Test holes are recommended in the area of fill at the southwest corner of the property in review of potential burial or impacts to soils. • The presence the three 55-gallon drums on the earthern surface with no secondary containment and/or lack of proper labeling should be properly removed under manifest from the property • It is recommended that the old oil burner located off the south side of the Repair/Detail shop be properly removed and soil testing be conducted in that area to evaluate the potential for environmental impacts in that area. The source of the multiple fuel lines should also be investigated. • Wherein bulk storage of OHM occurs on-site, it is recommended that on-site monitoring wells be developed and sampled in review of current groundwater conditions. All on-site monitoring wells should then be properly abandoned to obviate any preferential pathway to. the groundwater should an on-site release occur. "Massachusetts General Law, Chapter 21E, States that the property owner may be legally and financially liable for the presence of any hazardous material or petroleum product present on their property,in the groundwater beneath their property,or in subsurface materials. The owner of the property on which the release has occurred is legally required to notify the Massachusetts Department of Environmental Protection about the discovery of such materials in excess of the prescribed concentrations or quantities and contract a Licensed Site Professional to supervise remedial response actions,under the provisions of 310 CMR 40.0000,the MA Contingency Plan. MAY 20,2013 HOSTETTER/BEA13-10154A PAGE 8 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA 2.0 Site Description 2.1 Site Location and Legal Description Site Owner: Richard P. Callahan Trust& Centerville Village Apts Realty Trust Date of Ownership: December 3, 2001 Site Occupant: Mid-Way Garage Fuel, Inc. Previous Owner: Lot 1 Main Street Realty Trust to Richard Callahan, Centerville Apartments Realty Trust [12/03/2001] Donald Harding to Main Street Realty Trust[10/12/2000] Francis E. Harding to Donald Harding [1991] Francis E. Harding to Francis & Elsie Harding [12/30/1971] Francis E. Harding [1951] Lot 2 Main Street Realty Trust to Richard. Callahan, Centerville Apartments Realty Trust Donald L. & Natalie Harding to Main Street Realty Trust [2000] Francis E. Harding to Donald L. &Natalie Harding [1971] Donald Harding to Francis Harding [1951] Clyde Harding to Donald Harding [1950] Carl W. Starck to Clyde &Evelyn Harding [1944] Carl W. Starck [1929] Site Location: 981 Main Street, Osterville, MA County: Barnstable Deed Book/Page: 14519/284 [Map 117, Parcel 26] 14518/281 [Map 117, Parcel 178] 2.2 Site and Vicinity Characteristics The Subject Property is located at 981 Main Street in the center of Osterville, MA, approximately one and three-quarter miles south of the intersection of South County Road and Route 28 [Refer to Figure 1]. The property, comprised of two lots shown on Barnstable Assessor's Map 117 as Parcels 26 and 178, totaling some 2.45 acres, is commercially development along Main Street as the Mid-Way Garage, and is in mixed-use to the west with mixed residential (cottages and apartments) and commercial MAY 20,2013 HOSTETTE"EAI3-10154A PAGE 9 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA (commercial shops and storage facilities) development [Refer to Figure 2]. The surrounding area is similarly developed with commercial/residential mixed uses along Main Street. Residential use properties primarily exist east and west of Main Street. 2.3 Site Improvements 2.3.1 The Subject Property is improved upon by a total of seven permanent structures including the Service Station, an automotive Repair/Detail shop, two (2) Dwellings, one (1) Cottage, and two (2) Garages/Warehouses. In addition, there are four (4) storage sheds onsite, as well as a shed which houses the controls for a former SVE/AS remediation system. The Service Station is located along the eastern edge of the property, approximately 40' from the Main Street road layout. The single story building has a base area of 1,013SF with a concrete slab-on-grade foundation, as built in 1938, and contains a storefront/retail area, an automotive service bay, an office area and restrooms. A small storage shed is located to the south of the Service Station. A pump island is centrally located at the front of the building, and a secondary pump island is located in the northeast corner of the property. The automotive Repair/Detail shop is a I''/z story, 3,126SF building with a concrete slab-on-grade foundation. An earthen crawl space was identified below a portion of the building. This building was reportedly developed in 1900 as a stable and was converted to a Repair/Detail shop in 1922 as the Mid-Way Garage. The building includes two service bays and two rear storage rooms. A small room at the lower level of the northwest corner of the building formerly used to paint automobiles is currently used for storage. A partial attic located above the northeastern portion of the structure is used for .storage and houses the heating system utilized by the shop. In a room on the ground floor on the south side of the building, an abandoned oil burner was found to be noted with located with multiple feed lines running out of the building. Because of the position of the boiler and debris inside the room, the soils underlying the boiler could not be inspected as a Limitation to this investigation. The eastern-most existing dwelling, located just south of the Repair/Detail shop, is a 11/4 story ranch style 4 bedroom building with abase area of 1,352SF, reportedly constructed in 1912. A small one-bedroom Cottage is located just west of this dwelling. It was reportedly constructed in 1900 with a base area of 330SF. The western-most existing Dwelling, built in 1942, is a single story ranch style building with a base area of 2,131 SF. It contains two two-bedroom units. This structure contains two basement areas, including one partial basement with a crawl space and a full basement. MAY 20,20.13 HOSTETTER/BEA I 3-10154A PAGE 10 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA The eastern-most Garage/Warehouse, located just west of the Repair/Detail shop, is utilized by a landscaping company, as is one of the nearby storage sheds. The western-most Garage/Warehouse and two adjacent sheds are utilized by a construction-related company for the storage of buildings materials and appliances. 2.3.2 Access to the Subject Property is provided via two curb cuts on either side of a landscaped island, along the westerly side of Main Street. These cuts are met by a paved area at the front of the property designated for the dispensing of gasoline to automobiles via on-site pumps, and which allows access to the service bay. This paved area continues around the north side of the building to an open area at the back of the Service Station and to the front of the Repair/Detail shop. The pavement then narrows to a driveway to the west of the Repair/Detail shop forming a cul-de-sac in front of the western-most Garage at the rear of the property. A concrete pad is noted at the front of the Service Station in the area of the fuel pumps, and three others are noted to the north of the station, as associated within underlying bulk-fuel storage. A diesel pump island is located at the northeast property line. Finally, a concrete pad is located off. the southwest corner of the station as associated with an exterior hydraulic lift. 2.3.3 Each of the heated on-site buildings are done so via #2 fuel oil as stored in 275-gallon above ground storage tanks (ASTs) as noted in Section 7.2. of this report. A propane tank is noted off the rear of the unheated cottage as may have been used for hot water and/or cooking. I MAY 16,2013 HOSTETTERBEAI3-10154A PAGE 11 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA 2.3.4 The Subject Property is serviced by on-site sewage disposal systems (SDSs). According to as-builts obtained from the Barnstable Health Department,the subject buildings are serviced by the following: • The Service Station's SDS consists of a 1,500-gallon septic tank and two 500-gallon leach chambers located off the west side of the building • The eastern-most dwelling's SDS consists of a 1,500-gallon septic tank and a leaching trench • The unoccupied cottage was historically services by a cesspool which is now failed • The western-most dwelling's SDS consists of a 1,500-gallon septic tank and a leaching trench • The western-most garage, as occupied by a building/construction related business, has a cesspool which is now failed 2.3.5 The subject building is currently serviced with potable water via the Town of Barnstable municipal water system through underground service entering the property at its southeast corner from Main Street. 2.4 Information from Site Owner/Operator The key site manager for the Service Station and automotive Repair/Detail shop, Marc Homen, was interviewed as part of this investigation. According to Mr. Homen fuel oil is used to heat these on-site buildings. There are no known existing dry wells, irrigation wells or injection wells on site. As part of the work conducted by Bennett & O'Reilly, Inc. in 2001, floor drains within the Service Shop and Repair/Detail Shop were registered and closed. Other than the MCP work under RTN 4-12920 and RTN4-14558, and permits issued for the storage and dispensing of fuels, there are no other identified environmental permits, land use restrictions or violations. Previous environmental reports documenting physical testing conducted on site were provided and are included in Section 4.2. In Mr. Homen's answers to the Key Site Manager Questionnaire, he stated that no pits, ponds or lagoons, or pools of liquid, were known to exist at the property. Mr. Homen stated in interview and in the Questionnaire that he was unaware of any release or spill of OHM since the filing date of the Class A RAO. Mr. Homen also provided documentation relative to the Mid-Way Garage and Repair/Detail shop including the following: • Example of Weekly Service Station Inspection Checklist • 2013 Spill Procedure Plan • Receipts from Cyn Environmental for waste oil and spent antifreeze removal • Inspection and Test Report from Barnstable Weights &Measures Program • MSDS for on-site fuel storage • Tank testing results from 09/2012 in which the three on-site USTs passed MAY 16,2013 HOSTETTERBEAI3-10154A PAGE 12 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA • Uniform Hazardous Waste Manifest for waste gasoline, 01/27/10 • Permit for removal of two I0,000-gallon USTs, 2/9/10 • License of sell motor fuel and/or automotive lubricating oil, valid thru 12/31/13 • A current Certificate of Registration for two 6,000-gallon gasoline USTs, and one UST storing 2,000 gallons of diesel fuel and 4,000 gallons of gasoline. A current Third Party Inspection (TPI) report was not provided by Mark Homen, as requested. This is a noted Limitation in this investigation. The MA DEP website, however, shows that a TPI report had previously been submitted and is due again in November 2013. Additionally, as part of the onsite inspection conducted on May 7, 2013, Marcelo Barbosa provided access and answered questions regarding the residential properties and the landscaping and building businesses that operate at the rear of the Subject Property. Mr. Barbosa noted that these companies were owned by Adam Hostetter and stated that he was not aware of any release or spill of OHM since the filing date of the Class A RAO for RTN 4-f2920 and RTN 4-14558. When asked about the filled area at the rear of the property, Mr. Barbosa was uncertain of the source of such fill. BEA noted buried building and landscaping materials along the sides of the banking as filling the wetland area. The presence of this fill as covering undetermined debris represents a PEC for which recommendations are made. 2.5 Present Ownership and Use The Subject Property is currently owned by Richard Callahan, Centerville Village Apartments Realty Trust, and is primarily operated as the Mid-Way Garage Fuel, Inc. which is a retail business providing fuels (gasoline and diesel) to motorists, automotive repair with vehicle cleaning and detailing, and the retail sale of kerosene. A landscaping company and a building/construction-related company reportedly owned by Adam Hostetter, occupies buildings in the western portion of the property. There are also residential units on-site that are managed by Adam Hostetter under Hostetter Homes. 2.6 Adjoining Properties North: Residential South: Commercial East: Residential West: Residential 2.7 Environmental Permits and/or Violations MAY 16,2013 HOSTETTERBEAI3-10154A PAGE 13 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA According to FP-290 records, there are currently,three underground storage tanks (USTs) registered to the Subject Property. These include one single-walled, steel 5,000-gallon UST which stores gasoline, one double-walled 6,000-gallon vessel which stores gasoline, and one double-walled 6,000 gallon vessel which is segregated into 4,000 gallons of gasoline and 2,000 gallons of diesel fuel. The Subject Property is further noted as a small quantity RCRA generator, as regulated by the US EPA under MAD982202228.' No violation and/or fines were noted as issued to this facility. 3.0 User Provided Information 3.1 Title Records The User of this investigation neither provided the results of a title company or title professional review of reasonably ascertainable land title records and lien records for environmental liens or Activity and Use Limitations currently recorded against the property, nor negotiated with BENNETT ENVIONMENAL ASSOCIATES, INC. (BEA) for the engagement of a title company or title professional. As part of this investigation, BEA did conduct a cursory review of title records and reviewed the MA Department of Environmental Protection Searchable Database for activity and use limitation Sites. No environmental liens, Environmental Land Use Restrictions and/or Activity and Use Limitations were identified for the Subject Property through a review of Barnstable Assessor's records and the Barnstable County Registry of Deeds. Regardless, a thorough review of the chain of title should be completed by an attorney. 3.2 Environmental Liens or Activity and Use Limitations The User of this investigation, Mr. Adam Hostetter, indicated that there are no known Environmental Liens and/or Activity and Use Limitations filed against the Subject Property. 3.1 Specialized Knowledge/Actual Knowledge Mr. Hostetter indicated that he has no specialized and/or actual knowledge related to the Subject Property. 3.2 Commonly Known or Reasonably.Ascertainable Information f MAY 16,2013 HOSTETTER/BEA I 3-10154A PAGE 14 OF 35 PHASE 1 ESA/98.1 MAIN STREET,OSTERVILLE,MA Mr. Hostetter identified the past use of the Subject Property as it is now with the exception that there is no longer a fuel oil delivery business in operation. Mr. Hostetter has no knowledge of any releases of chemicals to the property aside from fuel oil tank which he reports as cleaned up years ago. He reports no knowledge of any spills or chemicals released at the property, and no presence of contamination on site. The property is described as commercial and residential. 3.3 Owner, Property Manager and Occupant Information Mr. Hostetter identified himself and Marc Homen as the key site managers for the Subject Property. 3.4 Valuation Reduction for Environmental Issues According to Mr. Hostetter, he is not aware of any environmental issues with the property which would cause it to be undervalued. 3.5 Reason for Performing Phase I Mr. Hostetter stated that the Phase I is being conducted as standard procedure for sale of the property. 3.6 Other Documents relative to the history of the Subject Property were noted as on-file with BEA and have been incorporated into this report. 4.0 Site History 4:1 Information from Site Owner/Operator An Environmental Site Assessment conducted on the Subject Property by Bennett & O'Reilly, Inc. in 2001 was reviewed and utilized as a source of historic research. Based on interviews conducted with the property owner at that time, Mr. Don Harding, the Subject Property was originally developed in 1900 and was exclusively in residential use until 1922 when the on-site stable was converted to the existing automobile Repair/Detail shop as the Mid-Way Garage. The retail fuel oil business was added in 1948. According to Mr. Harding, he purchased the property from his uncle in 1950. He stated that in 1983 two 1,000-gallon gasoline USTs were removed from the northeast side of Service Station. Gasoline impacted soils were noted upon removal. It was stated that while the local authorities were notified of the discovery, no regulations and/or contingency plan was in place to dictate how a cleanup should proceed. Mr. Harding stated that some soil removal was conducted and the area was backfilled. Mr. Harding MAY 16,2013 HOSTETTERBEAI3-10154A PAGE 15 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA believed this release to be the source of the impact which was discovered in 1999, as associated with the RTN 4-12920 and 4-14558. Mr. Don Harding stated that five underground storage tanks (USTs) of various sizes containing gasoline, diesel fuel and fuel oil were located at the Subject Property in 2001. Mr. Harding stated that Inventory Control Records were maintained and that, to his knowledge, there had been "no problem" relative to a discrepancy in usage which would indicate a release from the vessels. A total of six 275-gallon aboveground storage tanks (AST) were identified on-site for the storage of waste oil, fuel oil and kerosene. Kerosene was also stored on-site in 55 gallon drums. Waste anti-freeze was stored in a plastic 55-gallon drum located inside the Service Station: At that time, waste oil and anti-freeze were disposed of as needed by Cyn Environmental Services. Mr. Harding further stated that a gasoline/water mixture collected from the overfill containment mechanisms at the underground storage tanks, following the filling of the vessels, is stored on-site in 5 gallon buckets pending its disposal at the local Hazardous Waste Collection sites in Barnstable. According to the current key site manager, he has no knowledge of any spills of oil and/or hazardous materials. Receipts for managed waste oil and antifreeze are maintained on-site and excerpted from these records have been provided and are included in Appendix B. According to the User, Adam Hostetter, the Subject Property has historically been in the same use as it is today, with the exception of fuel delivery business which no longer operates at this facility. 4.2 Previous Environmental Reports A number of previous environmental reports relative to the Subject Property were reviewed and are summarized below: Notice of Responsibility Midway Garage, RTN 4-12920,April 7, 1997 An NOR was issued by the MA DEP for the release of oil and/or hazardous materials discovered during the removal of an underground storage tank with headspace readings of soil samples exceeding 100ppm. Immediate Response Action Plan& Status Report by Atlantic, July 21, 1997 This report documented the removal of the 110-gallon gasoline underground storage tank (UST) from the Subject Property, wherein petroleum hydrocarbon vapors were encountered in excess of 100ppm. The MA DEP was subsequently notified of a 72-hour Reportable Condition and RTN 4-12920 was issued for the release. Soil removal operations identified an area of lubricant oil impacted soils, in addition to those demonstrating gasoline impact. Some 35 yards of impacted soils were subsequently removed from this area. Residual TPH and BTEX concentrations located in the tank grave exceeded the applicable Method 1 Risk Characterization standards. Proposed IRA activities included conducting MAY 16,2013 HOSTETTER/BEA13-10154A PAGE 16 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA additional soil borings and the installation of three monitoring wells to further characterize soil and groundwater conditions in the area of impact. Immediate Response Action Completion Statement by Handex, January 26, 1998 This report documented additional field testing conducted including two soil borings and the installation and sampling of three groundwater monitoring wells (MW-1, MW-2 and MW-3). Soil samples indicated that MTBE, total xylenes, TPH and toluene were above the applicable standards. Groundwater samples indicated benzene, MTBE and C11 to C22 aromatic hydrocarbons above the applicable standards. This report concluded that additional response actions were required to identify the extent of hydrocarbons in soil and groundwater in the vicinity of the former UST. Phase I Initial Site Investigation by Handex, March 23, 1998 This report included a sensitive receptor survey conducted to determine the need to conduct an Immediate Response Action (IRA) at the subject Site, as required to address an Imminent Hazard or Substantial Release Migration (SRM). It concluded that these conditions did not exist and therefore, an IRA was not required. Decision to Grant Permit Tier I Permit issued by MA DEP, July 27, 1998 MA DEP indicated the approval of a Tier IC permit application for RTN 4-12920 for the area of the UST removal. This document further states that a condition of Substantial Release Migration (SRM) may exist due to the close proximity to downgradient wetland areas. Surface water and sediment sampling was requested as a part of this permit to obviate the issue of SRM. Immediate Response Action Plan by Handex, October 27, 1998 On August 4, 1998, surface water and sediment samples were collected from the nearby wetland. The surface water sample indicated hydrocarbon concentrations below the GW-1 standard and Ambient Surface Water Quality Criteria. The C9 to C10 carbon range was detected, however, indicating a possible migration pathway. Sediment samples reported no detectable concentrations for all volatile organic compounds tested. The three existing monitoring wells were also sampled with hydrocarbon concentrations exceeded in MW-3 only. The IRA Plan proposed to install three additional monitoring wells to further assess the potential for SRM. A second surface water,sample from the nearby wetland was also proposed to verify previous data. Immediate Response Action Status Report by Handex, March 3, 1999 This report documents the installation and sampling of three additional monitoring wells (MW-4, MW-5 and MW-6). MTBE, benzene and naphthalene concentrations exceeding the applicable standards were detected in an upgradient well, MW-6, located in the area of the current underground storage. MW-3 MAY 16,2013 HOSTETTER/BEAI3-10154A. PAGE 17 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA reported benzene and MTBE above the GW-1 standards, while MW-4 reported only MTBE as exceeding. A wetland surface water sample reported the presence of MTBE, with no re-occurrence of the C9 to C 10 hydrocarbons. This report also included an analysis of on-site SRM, which concluded that based upon the upgradient identification of MTBE at MW-6, as well as that detected in the furthest downgradient wells and surface water sample, a second release had occurred. A Release Notification Form was filed for this release with RTN 4-14558 subsequently issued. The report concluded by proposing soil borings in the vicinity of the retail gasoline underground storage, with select borings completed as monitoring wells. A Method 3 Stage I screening was to also be conducted, as well as a review of remedial options and potential locations for a remedial system. Phase I Initial Site Investigation and Tier Classification by CEA, February 22, 2000 This report documents the installation of three additional wells (MW-7, MW-8 and MW-9) and states that, based upon the laboratory analytical results from the soil and groundwater,sampling performed at the site, petroleum compounds appear to predominate in the vicinity of the Service Station pump island and USTs, although further delineation would be required along the south property boundary. An additional surface water sample collected at the nearby wetland did not report the presence of MTBE and as such, no sediment sampling was conducted. A Tier IC application was submitted at this time for RTN 4-14558. Tier 1 Minor Permit Modification, February 23, 2000 RTN 4-12920 and RTN 4-14558 administratively linked so that all future Comprehensive Response Actions are to be performed under RTN 4-14558. Immediate Response Action Completion Report by CEA, April 18, 2000 This report includes a Stage I Environmental Screening to address the potential for SRM to exist at the Site [4-12920], per the request of the MA DEP relative to the identification of MTBE in surface water of the nearby wetland in December 1998. Based upon the evaluation of all available site data, no current or potential future exposures of site biota and habitats were identified for the site. Therefore, a condition of "no significant risk of harm" to site biota and habitats was determined to exist at the site and a Stage II Environmental Risk Characterization was not required. The report concluded that the conditions which gave rise to the IRA have been assessed and have been determined to have stabilized, therefore, no further Immediate Response Actions are required at the disposal site [RTN 4-12920]. MAY 16,2013 HOSTETTER/BEAI3-10154A PAGE 18 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA Phase II Comprehensive Site Assessment by CEA, October 26, 2000 This Phase II was conducted to evaluate the nature and extent of petroleum impacts present in the subsurface at the site, hydrogeologic characteristics, and potential for exposure and risks presented by petroleum impacts at the site. Field activities included the advancement of 5 soil borings to be completed as groundwater -monitoring wells MW-10 through MW-14), and soil and groundwater sampling. The report indicated that petroleum impacts to soil and groundwater are historic and gasoline related, with various volatile petroleum hydrocarbon (VPH), extractable petroleum hydrocarbon (EPH) and target analytes exceed GW-1 and GW-3 Method 1 - Risk Characterization standards. MW-13 and MW-14, located off-site to. the southeast reported no impact. Furthermore, TPH and MTBE are present in soils at concentrations exceeding applicable soil standards. The report concluded that with no Imminent Hazard of Condition of SRM identified, a Phase III is required. Soil Vapor Extraction/Air Spar ing Pilot Test Report by CEA, February 9, 2001 This report summarized the results of a soil vapor extraction (SVE) and air sparging (AS) pilot test which was conducted on-site on November 30, 2000. The results indicated that the SVE/AS system is a viable remedial alternative for reducing petroleum hydrocarbon levels in soil and groundwater and achieving a Permanent Solution at the site. Phase III Remedial Action Plan by CEA, March 7, 2001 This report reviewed the history of the Subject Property and the identified on-site releases. The report further reviews the extent and nature of OHM impact to soils and groundwater, and evaluates various remedial strategies. It concludes that the most viable remedial alternative for this site is soil vapor extraction (SVE), coupled with air-sparging (AS) and possibly oxygen-enhanced monitored natural attenuation in order to achieve a Permanent Solution and a Condition of No Significant Risk. Phase IV Remedy Implementation Plan by CEA, May 18, 2001 This report outlines the engineered design of the proposed SVE/AS system, as well as the operation, monitoring and maintenance plan for the system. Phase I & II Environmental Site Assessment by Bennett& O'Reilly, Inc., October 12, 2001 &November 26, 2001 Bennett & O'Reilly, Inc. was retained by Cape Cod Bank & Trust Co. to conduct a Phase I Environmental Site Assessment (ESA) associated with the transfer of property title to Mr. Dan Hostetter. As a part of the Phase I ESA, the presence of gasoline impacts to soils and groundwater, known to exceed the applicable standards, was noted as a Recognized Environmental Condition (REC). While a soil vapor extraction/air sparge (SVE/AS) remedial system was treating on-site impacted media, the specific source and lateral extent of the contamination had MAY 16,2013 HOSTETTER/BEAI3-10154A PAGE 19 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA not been fully qualified. As such, it was recommended that additional monitoring wells be installed. Several other suspect conditions were also identified including floor drains for which no closure assessment had been conducted, on-site bulk fuel oil storage, the reported former location of an abovegro-ind storage tank (AST) off the west wall of the Repair/Detail shop, the presence of an abandoned AST located within the basement of the western-most Dwelling, and the presence of two subsurface hydraulic lifts. Soil testing in these areas was recommended. Subsequent laboratory analytical reported all parameters in soils as substantially below the applicable RCS-1 Reportable Concentrations, as well as the S-1/GW=1 Method 1 .- Risk Characterization standards. As such, no significant impacts for soils were identified and, therefore, no additional remedial response and/or notification liability existed for the Site relative to those areas tested. In the evaluation of groundwater sampling conducted, all parameters were reported below the applicable RCGW-1 and most stringent GW-1 standards. As such, no additional remedial response and/or notification liability appeared to exist for the Subject Property, beyond that being remediated via the on-site SVE/AS system. Finally, Bennett & O'Reilly, Inc. witnessed the removal of the abandoned AST from the western-most Dwelling without incident. The tank was noted as being in good condition with no holes and no evidence of leakage observed on the underlying concrete slab, and therefore no physical testing was conducted in that area. UIC Closure Assessment by Bennett& O'Reilly, Inc.,November 26, 2001 Based on UIC regulations in effect at that time, physical testing of soils in the areas of discharge for one floor drain within the Service Shop, as well as one within the former paint room in the Repair/Detail shop. Subsequent laboratory analytical reported all parameters as below the reporting limits for the analysis or, where reported as present, below the most stringent RCS-1 Reportable Concentrations and S-1/GW-1 standards at the two floor drain systems. A UIC Closure Assessment report documenting this work, which included a UIC Notification Form and Notice of Plumbing Inspector Approval was forwarded to the MA DEP on November 26, 2001. Phase V ROS Report#14 by CEA, October 22, 2008, RTN 4-14558 According to this report, several monitoring wells reported fractional VPH and target analyte concentrations above the applicable GW-1 and GW-3 standards in June and September 2008. Scheduled Phase V activities included continued groundwater monitoring with the SVE/AS system remaining inactive. The results of the future monitoring was to be reported in May 2009. I MAY 16,2013 HOSTETTER/BEA13-10154A PAGE 20 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA Notice of Noncompliance/Notice of Audit Findings, December 22, 2010, RTN 4-14558 and 4-12920 According to the MA DEP Searchable Site database, a Class A-2 RAO based on Method 3 was filed in December 2008. This report was not provided for review as part of this investigation. Further review of the MA DEP database, however, -indicated flat a Notice of Noncompliance/Notice of Audit Findings was issued for RTN 4-12920 and 4-14558 by the Department on December 22, 2010. This document was reviewed and was found to identify regulatory violations in the Audit proc:ss which were subsequently addressed. The document stated that no further action was required relative to the Site. As previously stated, the on-site release(s) and waste site cleanup of a Disposal Site associated with RTN 4-12920 and RTN4-14558 is noted as an HREC. Wherein the Department has reviewed closure documentation under the Audit process and has determined that No Further Action is required, the HREC does not in itself appear to represent 2 1 E environmental liability at this time. The use of the remaining monitoring wells from this work under RTN4-14558 for additional groundwater analysis and investigation of identified PEC's, and the permitted closure of these wells is recommended herein. The final RAO report was not.available on the MA DEP website and was specifically requested of Mr. Homen but not received. The inability to review this document is noted as a Limitation to this investigation. 4.3 Local Records 4.3.1 Building Department records included documentation from 2003 that indicated that a filing had been made with the Zoning Board of Appeals to operate a car wash at the Subject Property. That project was apparently withdrawn. A cease and desist order dated January 28, 2009 indicates that the illegal establishment of a car wash had occurred on-site and should cease immediately. No further information relative to a former on-site car wash was available. 4.3.2 Barnstable Health Department records relative to the use, storage and/or release of GHM included a Health Complaint taken upon the discovery of a release of gasoline from the 110 gallon UST removed in 1997. It stated that the 30+ year old tank was rusted and had pin holes at its bottom, and a "very strong odor of petroleum was coming from the hole". .These records included a copy of the COMM Oil/Hazardous Material Release Form for the same release. An Underground Fuel and Chemical Storage Systems Form indicated the removal of four steel-walled USTs prior to 1986 including a 12,500-gallon and 10,000-gallon #2 fuel oil vessel, one 10,000-gallon kerosene vessel and one 5,000-gallon gasoline vessel. This form notes that new tanks were installed in 1986. MAY 16,2013 HOSTETTER/BEA13-10154A PAGE 21 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA A Toxic and Hazardous Materials Registration Form included an inventory of OHM stored on-site at the time of inspection by the Health Department. This list, which was not dated, included various automotive fluids, paints and polishes. Also.included in these records was an Application and Permit for the removal of a 500 gallon 42 fuel oil vessel from the Subject Property, dated October 6, 1999. Captain Eldredge of the COMM Fire Department noted the tank as in good condition with "no problems". It is not known if this was an aboveground or underground storage tank, nor where it may have been located. Sewage disposal system documentation provided by the BOH included: • As-built #95-283 for the Service Station indicating two 500-gallon leach chambers • Certificate of Compliance for Title 5 upgrade at the Service Station • As-built #99-719 for what appears to be the eastern-most Dwelling, located to the south of the auto Repair/Detail shop • As-built indicating a cesspool at the Cottage and stamped FAILED INSPECTION • As-built indicating three cesspools for what appears to be the two-unit Dwelling located to the west of the Cottage and stamped FAILED INSPECTION • As-built #2005-631 for what appears to be a Title 5 upgrade to the system at the two-unit Dwelling • As-built indicating a cesspool at the auto Repair/Detail shop and stamped FAILED INSPECTION Finally, BOH records included two Certificates of Registration from 2011 for residential occupancy in the on-site Dwellings. 4.3.3 As part of this investigation, a request was made to the COMM Fire Department for all 21E information subsequent to what was previously provided for the 2001 investigation by Bennett & O'Reilly, Inc. According to these records, a total of thirteen vessels of various sizes and contents were removed from the Subject Property between 1983 and 2010 [Refer to Appendix B]. A historic list of flammable materials permitted for on-site storage was supplied by the Department which included four USTs consisting of two 10,000-gallon tanks, one 5,000-gallon tank and one-6,000 gallon tank. The contents of these vessels were not noted. The permits themselves, however, indicated the storage and maintenance of five underground storage tanks, the storage and dispensing of up to 275 gallons of kerosene, and the storage of-up to 275 gallon of waste oil Each of these permits expired in June 2003. Tank test results from 1999, as conducted by Pennoni Associates, Inc. on the on-site gasoline and diesel USTs, indicated that each of these USTs passed. MAY 16,2013 HOSTETTERBEAI3-10154A PAGE 22 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA A Certificate of Compliance for Petroleum Dispensing Facilities dated December 21, 1998 was also included. This certificate indicated that Mid-Way Garage Fuel Inc. had met full regulatory compliance requirements of 503 CMR 2.00 for 21 J Reimbursement in accordance with the Underground Storage Tank Petroleum Product Cleanup Fund, as conditional upon the facility maintaining a valid FP-290s and other applicable fire prevention codes. FP-290 forms dated November 3, 1998 were provided and indicated that five USTs were located on-site. These included two 10,100-gallon vessels which contain #2 fuel oil for retail sale, as installed in 1986. One 5,000-gallon vessel which contains premium.gasoline and one 6,000-gallon vessel which contains regular gasoline, installed in 1983 and 1986, respectively, and one 6,000-gallon vessel containing a 4,000-gallon plus gasoline compartment and a 2,000-gallon diesel compartment. This tank was installed in 1992. The two fuel oil USTs are double-walled tanks with interstitial monitoring and cathodically protected single-walled steel fuel lines. The 5,000-gallon gasoline vessel is single-walled with an approved in-tank monitor. Associated lines are constructed of single walled fiberglass reinforced plastic (FRP). The two remaining vessels are double-walled with an approved in-tank monitor and single-walled FPR line work. Two ASTs are also permitted to the subject property. These include two 275-gallon single-walled, galvanized steel vessels storing waste oil and kerosene. A single release was noted in the Fire Department records as associate with the identification of gasoline impacted soils upon the removal of the 110-gallon UST in March 1997. 4.3.4 The Barnstable Conservation Commission was contacted relative to any filings, Notices and/or Environmental Liens issued for the Subject Property. No such records were on-file, nor were any records pertaining to OHM. As such, the filling of the area in the southwest corner of the property, identified in the Plan of Land , as "swamp", is noted compliance issue relative to current wetland regulations. 4.4 Historical Sources 4.4.1 A "no coverage" letter relative to Sanborn Map coverage was received by BENNETT ENVIRONMENTAL ASSOCIATES, INC., on May 13, 2013. 4.4.2 Aerial photographs were provided by EDR and reviewed as part of this investigation. Photographs from as early as 1938 show development in the area of the Subject Property, though due to a lack of distinctive features and poor resolution, it is difficult to identify the property specifically. The Subject Property is evident in a photograph from 1971. Light to moderate development is noted along Main Street. The surrounding area is primarily undeveloped woodland. MAY 16,2013 HOSTETTER/BEA13-10154A PAGE 23 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA 4.4.3 A historic topographic map dated 1893, reprinted 1929, was reviewed for the subject area. The Subject Property and immediately surrounding area was not noted as developed at that time [Refer to Figure 3]. 4.4.4 A Plan of Land dated November 28, 1971 and identified as Plan Book 252 Page 18 depicts the Subject Property as Lots 1 and 2. The property in its entirety is developed much as it is today with the Service Station, Repair/Detail shop, two Dwellings, one Cottage, and two Garage/Warehouses. The former fuel dispenser is noted on the Plan of Land. A wetland area totaling 7,200' (+/-) is identified at the southwest corner of the property, as an apparent area of fill today. 4.4.5 At the discretion of the Environmental Professional, City Directories were not included as part of this investigation due to the limited usability of information available through the resource for the area of the Subject Property. 4.4.6 The Assessor's field cards for the Subject Property were available through the Town of Barnstable online Assessor's Database. Information presented on the field cards appears consistent with the present use and development of the Subject Property. 4.4.7 A zoning map available through the Town of Barnstable GIS mapping system indicates the Subject Property is located within the Village Business Zoning District. 4.4.8 According to the historical data collected, the Subject Property was first developed by a stable and the eastern-most Dwelling in 1900. In 1912, the small Cottage located to the west of the Dwelling was added. In 1922, the stable was converted to an automotive Repair/Detail shop known as the Mid-Way Garage, and in 1938 the Service Station was added. The western-most Dwelling located on the rear parcel was built in 1942. In .1950, the retail fuel.oil service was added. The retail fuel business had ceased by 2010 when the two 10-gallon USTs were removed from the property. Most recently, the western-most Garage/Warehouse has been occupied by a building/construction-related business, while the Garage/Warehouse to the west of the Repair/Detail shop is occupied by a landscaping business. The Service Station and Repair/Detail shop remain in similar use, as do the residential Dwellings and Cottage. MAY 16,2013 HOSTETTER/BEA I 3-10154A PAGE 24 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA 5.0 Environmental Setting 5.1 Topography The Subject Property is primarily flat at the eastern end of the property in the vicinity of the Service Station, along Main Street. The property slopes sharply to the west at the rear of the station with approximate elevations range from 30-40' +/-NVGD. According to the USDA Soil Survey for Barnstable County, site soils, characterized as Carver coarse sand (CdB), are very deep and gently sloping. According to the geological mapping of Oldale & Barlow (1986), the subject property is located within the Mashpee Pitted Plain Deposits which consist gravelly sand, and pebble to cobble gravel with scattered boulders. According to the Bedrock Map of Massachusetts, the bedrock formation underlying the Subject Property consists of granite, gneiss and schiest, undivided plutonic and metamorphic rock of Proterozoic age at depths greater than 200' below grade. 5.2 Hydrology 5.2.1 There are no natural surface water bodies located on the Subject Property. 'According to the Immediate Response Action Plan submitted by Handex, dated October 27, 1998, a brook located some 800' from the Subject Property. 5.2.2 A wetland area identified as "swamp" is noted on a Plan of Land from 1971,though at least a portion of that.area has since been filled with what appears to be building and landscaping materials. Such fill is notes as a PEC. Stormwater is discharged from gutters along the roof lines to the ground surface. No on-site leaching catch basins were noted as located on the property to facilitate stormwater drainage. 5.2.3. Based on the physical testing conducted at the Subject Property, on-site groundwater is located at approximately 30' (+/-) below grade, with what appears to be perched groundwater located at 10' below grade toward the west end of the property. Regional groundwater contours indicate a southwesterly groundwater flow direction toward North Bay [Refer to Figure 4]. Site-specific contouring is consistent with the primarily flow direction, which is noted as toward the on-site "swamp" area, though at times flow has been identified as southeasterly. Potable water is provided to the Subject Property via the Barnstable Water Department. According to MA DEP GIS mapping, the property is located within a Currently Productive Drinking Water Source Area (CPDWSA), as located within the designated Zone II Protective Radius for several municipal wells, the closest being some one-quarter mile north [Refer to Figure 5]. The RCGW-1 Reportable Concentrations are applicable for groundwater. MAY 16,2013 HOSTETTER/BEA13-10154A PAGE 25 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA Additionally, the GW-1, GW-2 and GW-3 groundwater criteria for Method 1 - Risk Characterization are applicable relative to routes for potential exposures associated with ingestion, inhalation and dermal contact. Based upon the proximity of residential dwellings, the RCS-1 Reportable Concentrations are applicable for soil. Site conditions relative to frequency/intensity of use and accessibility of soils indicate that the S-1, S-2 and S-3 (GW-1, GW-2 and GW-3) soil categories are considered in review of Method 1 - Risk Characterization standards. 6.0 Records Review [Refer to Appendix D] 6.1 Federal Records Environmental Data Resources Inc. (EDR) provided environmental regulatory database information for the Subject Property and surrounding area. The report includes records of hazardous waste permits, state and federal records and reported on-site and/or area contamination. The US EPA RCRA database was reviewed independently as a supplement to this search in consideration of the subject and abutting properties. A copy of the database information is presented as Appendix D. .FEDERAL DATABASES ; DISTANCE '. MAPPABLE SITES :Total Site 0.25 o'i 6.2545 to 0.5' National Priority List Sites 1.00 0 0 0 0 0 Delisted National Priority List Sites 0.50 0 0 0 0 NA CERCLIS Listings 0.50 0 0 0 NA NA CERCLIS NFRAP 0.50 0 0 0 NA NA RCRA CORRACTS Facilities 1.00 0 0 0 0 0 RCRA non-CORRACTS TSD 0.50 0 0 0 NA NA Federal Institutional/Engineering Controls Site 0 0 NA NA NA RCRA Generator Site/Adjoin ing 1 1 0 NA NA ERNS Site 0 1 0 1 NA NA NA FINDS Site 1 1 NA NA NA 6.1.1 According to EDR, the Subject Property is not listed as a US EPA National Priorities List(NPL) site, nor are there any Sites listed within one mile. 6.1.2 According to EDR, the Subject Property is not listed on the Delisted US EPA NPL, nor is any Site listed within one-half mile. 6.1.3 According to EDR, the Subject Property is not listed in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) sites database, nor are any sites within one-half of a mile. MAY 16,2013 HOSTETTERBEAI3-10154A PAGE 26 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA 6.1.4 According to EDR, the Subject Property was not listed in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) No Further Action Planned (NFRAP) Sites database, nor is any such site within one-half of a mile. 6.1.5 According to EDR, the Subject Property was not listed as a RCRA CORRACTS facility, nor were there any such sites listed within one mile. 6.1.6 According to EDR, the Subject Property was not listed as a RCRA non-CORRACTS T.S.D. facility, nor were there any such sites listed within one-half of a mile. 6.1.7 According to EDR, the Subject Property was not listed on the Federal InstitutionaliEngineering Controls database. 6.1.8 EDR identified the Subject Property as a small quantity RCRA generator. The Mid-Way Garage is known to generated hazardous waste associated with on-site service and Repair/Detail activities and is registered with the US EPA under MAD982202228. No violation have been noted. 6.1.9 According to EDR, the Subject Property is not listed in the Emergency Response Notification System (ERNS) database. 6.1.7 The Subject Property was identified on the FINDS database. This database consists of an inventory of all facilities which are regulated or tracked by the US EPA. According to the EPA EnviroFacts web site, this facility is monitored as a small quantity RCRA generator [Refer to Appendix D]. 6.2 State Records EDR provided information regarding pre-1993 Spills as well as Transitions Sites carried through the 1993 revisions to the governing MA Contingency Plan (MCP) 310 CMR 40.0000 and subsequent reportable releases and confirmed disposal sites with assigned Release Tracking Numbers (RTNs) listed with the MA DEP. EDR information has been supplemented by the review of the MA DEP Searchable Database and an independent review of MA DEP Archived records in consideration of the subject and abutting properties. MAY 16,2013 HOSTETTER/BEA I 3-10154A PAGE 27 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA STATE DATABASES s DISTANCE` �, M MAPPABLE SITES q, . (miles) ' T� otal Site 0.25 mi . A25-.5 mi.` 0.5-1 mi. , State/Tribal Listed Sites 1.00 18 1 5 5 7 State/Tribal Registered USTs/ASTs Site/Adjoining 2 1 1 NA NA State/rribal LUSTS 0.50 2 0 0 2 NA State/Tribal Solid Waste Facilities/Landfills 0.50 0 0 0 NA NA Pre-1993 Spills 0.25 9 0 9 NA NA State/Tribal Brownfield Sites 0.50 0 0 0 0 NA Activity&Use Limitation Sites Site 0 0 NA NA NA Tribal Lands 1.00 0 0 0 0 9NA State/Tribal Engineering Controls Site 0 0 NA NA State/Tribal Institutional Controls Site 0 0 NA NA State/Tribal VoluntaryCleanupProperties 0.50 0 0 0 0 6.2.1 In addition to the release(s) at the Subject Property as described under Section 4.2,environmental records research identified five Sites within one-quarter mile. Each of these Sites has been closed with a Response Action Outcome (RAO) indicating project closure with regulatory compliance and/or mitigation of environmental hazards, or has asserted Downgradient Property Status. Five Sites were also identified between one-quarter and one-half mile of the Subject Property. Each of these Sites has been closed with regulatory compliance under a RAO, or determined by the MA DEP as requiring "No Further Action". Seven Sites have been identified between one-half and one mile of the Subject Property. Each of these has been closed under a RAO. Based on the distance, hydrogeologic position, and/or regulatory status of these Sites,none appear to represent a material threat of impact to the Subject Property. 6.2.2 EDR identified the Subject Property as having had six underground storage tanks (USTs) removed from the property. A total of three tanks are noted as currently registered to the Subject Property. No USTs were identified for any abutting property. 6.2.3 EDR did not identify the Subject Property on the State/Tribal Leaking Underground Storage Tank (LUST)database. Two Sites were identified within one-half mile. Based on the distance, hydrogeologic position and/or regulatory status of these Sites, neither appear to represent a material threat of impact to the Subject Property. 6.2.4 No Solid Waste Facilities were identified within one-half of a mile of the Subject Property. 6.2.5 Nine Sites within one-quarter of a mile were identified in the MA DEP Archived records (<1993 Spills) for spills which were not carried on the State MAY 16,2013 HOSTETTER/BEA13-10154A PAGE 28 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA Transition List. Each of these has been closed by the Department. Additionally, each is cross-gradient, and/or at such a distance as not to represent a material threat of impact to the Subject Property. . 6.2.6 According to EDR, the Subject Property was not identified on the State/Tribal Brownfield Sites list,nor was any property within one-half of a mile. 6.2.7 The Subject Property was not identified on the Activity' and Use Limitation submittals database. 6.2.8 EDR did not identify the Subject Property on the Tribal Lands database, nor was any Site identified within one mile. 6.2.9 EDR did not identify J the Subject Property on the State/Tribal Engineering Controls database. 6.2.10 EDR did not identify the Subject Property on the State/Tribal Institutional Controls database. 6.2.11 EDR did not identify the Subject Property on the State/Tribal Voluntary Cleanup Properties list, nor was any Site identified within one-half mile. 6.3 Unmappable Site identified by EDR. These Sites were reviewed for relevance and included above where appropriate. 7.0 Site Reconnaissance A site inspection was conducted by BENNETT ENVIRONMENTAL ASSOCIATES, INC. personnel (David C. Bennett) on May 7, 2013. The property manager for the residential units, Mr. Marcelo Barbosa, and key site manager, Mark Homen, led and directed the inspection which included a walk over of the property with particular attention paid to areas of OHM use and storage. The inspection began at the eastern-most Dwelling and moved in a clock-wise manner around the property. 7.1 Underground Storage Tanks (USTs) Three USTs are currently registered to the Subject Property as located in the northeast corner of the property. These include one 5,000-gallon gasoline vessel and one 6,000-gallon gasoline vessel, installed in 1983 and 1986, respectively. The third is a 6,000-gallon vessel containing a 4,000-gallon gasoline compartment and a 2,000-gallon diesel compartment. This tank was installed in 1992. A current Third Party Inspection (TPI) report was not provided by Mark Homen, as requested. This is a noted Limitation in this investigation. The MA DEP website, however, shows that a TPI report had previously been submitted and is due again in November 2013. MAY 16,2013 HOSTET7ERBEAI3-10154A PAGE 29 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA 7.2 Aboveground Storage Tanks (ASTs) A total of seven 275-gallon above ground storage tanks (ASTs) were identified at the Subject Property. Three ASTs are located along the western wall of the Service Station. The northern most vessel contains 92 fuel oil used to heat the station itself. It was noted as set within a concrete encasement to prevent a release of OHM to the environment, should a release occur. A copper fuel line was noted as extending from the vessel to the attic of the station where an oil burner is located. Based upon the confined space, the attic was determined to the practically inaccessible and an inspection of the burner was not conducted. The centrally located tank was noted as containing kerosene for retail sale. The tank was set within a cinder block encasement with no evidence of release noted. The third AST, used to collect waste oil, was located off the southwest corner of the Service Station, as located within a cinder block encasement. Significant oil was noted on the flooring within the encasement as representing a PEC for the material threat of impact to the underlying soils. A fourth 275-gallon AST is located within the automotive Repair/Detail shop. This vessel contains #2 fuel oil used to heat the shop. Fuel lines with secondary containment were noted as extending from the vessel to a furnace located in the attic of the building. The shop was historically heated with an AST located off the southwest corner of the building, as set within a concrete block enclosure. At the time of the current inspection the concrete enclosure was noted as having been filled with plantings. An old oil burner on what appeared to be an earthen floor was noted as located in another enclosure off the south side of the shop. Galvanized lines were noted as exiting the enclosure. Wherein the flooring within the enclosure could not be inspected given the size of the burner, it is recommended that the burner be removed and the underlying soils and fuel lines be investigated. A fifth AST was located off the southwest corner of the eastern-most existing Dwelling. The vessel was set within what appears to be a large metal pan and fuel lines were noted as extending from the vessel into the dwelling where it provides heat via an oil burner in the basement. The vessel showed no sign of leakage although some corrosion was noted. The sixth and seventh ASTs were located within the basement of the two-unit, western-most Dwelling. These tanks serve two oil burners in the basement, as divided by a concrete wall. One of tanks was noted as in poor condition with weeping along the seam and corrosion noted on the bare copper lines which extend along the concrete slab to the burner. Some minor staining where speedi-dry had been applied was noted at the base of the burner. All bare copper fuel lines observed on site, as well as the weeping vessel are noted as PECs for which recommendations are made. MAY 16,2013 HOSTETTER/BEA13-10154A PAGE 30 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA 7.3 Hazardous Substances The storage of hazardous substances includes the identified bulk storage of gasoline, diesel, kerosene, and fuel oil, as well as the storage of automotive lubricants in the Service Station bay and Repair/Detail shop. Of these lubricants, motor oil in one quart containers was the only product noted approaching 55 gallons in the aggregate. MSDSs are provided in Appendix B. Large quantities of fertilizer, some noted as containing herbicide, was noted on pallets within the landscaping garage. Two totes of liquid fertilizer were noted along the nearby northern property line. Containerized OHM including gasoline cans and lubricants were noted on shelving within this garage. A box of Roundup QuikPRO was also noted. All such materials appeared properly containerized with good housekeeping practices observed. 7.4 Hazardous Waste [Refer to Appendix B] Waste oil is collected within the service bay in various containers and transferred to a 275-gallon AST off the southwest corner of the building. Waste anti-freeze is collected within the service bay in a plastic 55-gallon drum. Waste oil and anti-freeze are removed from the property by Cyn Environmental under Uniform Hazardous Waste Manifests. The storage of three 55-gallon drums was _noted off the west wall of the- Repair/Detail shop. These drums included two unlabeled plastic drums, one of which reportedly contained waste oil. The third drums was steel constructed and was marked with a deteriorating label indicating it contained a brightener for tires. No overt evidence of release was noted in the area of these drums. However, the presence of unlabeled drums containing OHM,in an unsecured area with vehicular traffic is a PEC for which specific recommendations are made 7.5 Odors No unusual odors as would indicate a release of OHM to the Subject Property were observed in the course of the site inspection. 7.6 Polychlorinated Biphenyls (PCBs) No electrical transformers were noted on-site. One interior hydraulic lift, and one exterior hydraulic lift were identified in the area of the Service Station. Research indicates an aboveground tank had historically been used to store hydraulic oil for the interior lift. This oil was fed via underground line work to the subsurface components of the lift. According to the former property owner, the exterior lift was fed via an underground storage tank which has been drained and filled with mineral oil to obviate MAY 16,2013 HOSTETTER/BEA13-10154A PAGE 31 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA environmental impact issues. Soils were tested in the area of the subsurface components during the 2001 investigation by Bennett & O'Reilly, Inc. At that time, no significant contaminant impacts to soils were identified in either of the areas. Regardless, the remaining presence of subsurface components with the potential for leaking hydraulic oil is noted as a PEC for which recommendations are made. 7.7 Solid Waste Disposal Solid waste is disposed of in a roll off container located in the southwest corner of the Subject Property. No evidence of OHM disposal or release was observed in this area. 7.2 Stained Surfaces, Corrosion and Distressed Vegetation Incidental staining was observed on several of the impervious surfaces at the subject property, both interior and exterior of the on-site structures. None of this staining appeared to be associated with a substantial release. Significant staining was noted in the area of the on-site diesel pump. In addition, oil was observed on the flooring within the waste oil AST enclosure off the southwest corner of the Service Station. Each of these areas is noted as representing a PEC. A'landscaped island is located adjacent to Main Street. A line of shrubs and/or grass is noted along the northern property line extending westerly where it opens into a lawn area at the far property line. A lawn area behind fencing to the west of the exterior hydraulic lift is notes as extending around the on-site dwelling and on to the western portion of the property. A,vegetated area is also centrally located in a cul-de-sac formed by the paved driveway. With the exception of the filled area at the rear of the property, all observed vegetation appeared in good condition with no unusual stress noted. Evidence of corrosion was noted on a bare copper fuel line associated with one of the heating systems in the basement of the western-most Dwelling as representing a PEC for which recommendations are made. 7.9 Pits,Ponds, Lagoons or Pools of Liquid 7.2.1 No pits, ponds, lagoons or pools of liquid were observed at the Subject Property. According to the Plan of Land for the property, a"swamp" is located in the southwest corner of the property. It appears that this wetland area, at least in part, has been filled. 7.2.2 No pits, ponds, lagoons, or pools of liquid were observed on abutting properties at the time of site inspection, however it appears a portion of the above noted "swamp" is located on the western abutting property. MAY 16,2013 HOSTETTERBEAI3-10154A PAGE 32 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA 7.10 Underground Structures & Sanitary Wastewater Disposal In 2001, Bennett & O'Reilly, Inc. identified a sealed floor drain within the Service Station bay. The former property owner indicated that this drain discharged wastewater from car washing services to an on-site cesspool. The property owner at that time, Mr. Harding, indicated that the drain was sealed and the cesspool filled many years ago with no Underground Injection Control (UIC) Closure Assessment conducted. A second floor drain was identified within the "paint room" of the current automotive Repair/Detail shop. Based on UIC regulations in effect at that time, physical testing of soils in the areas of discharge was conducted. Subsequent laboratory analytical reported all parameters as below the reporting limits for the analysis or, where reported as present, below the most stringent RCS-1 Reportable Concentrations and S-1/GW-1 standards at the two floor drain systems. A UIC Closure Assessment report documenting this work, which included a UIC Notification Form and Notice of Plumbing Inspector Approval was forwarded to the MA DEP on November 26, 2001. Two floor drains were also located within the basement of the western-most Dwelling. According to the former property owner, these drains were installed in order to drain water from heating components and/or to discharge condensate water from a de-humidifier. The latter was observed at the time of inspection. Mr. Harding stated that nothing but water has been discharged into these drains,.and there has never been a release of OHM in the basement areas. In accordance with the standard of practice and regulations in effect in 2001, the presence of these drains which discharge directly to the subsurface represented a suspect condition. As such, physical testing was conducted in the areas of discharge with subsequent laboratory analytical reporting all parameters as substantially below the applicable RCS-1 Reportable Concentrations, as well as the S-1/GW-1 Method 1 - Risk Characterization standards: It was recommended at that time that the drains be sealed to eliminate any preferential pathway in the event of a release of fuel oil at the nearby ASTs and/or the oil burners. This work was not completed and therefore the remaining drains represent a PEC for which recommendations are made. Finally, numerous monitoring wells were noted on-site. Wherein these wells can represent a preferential pathway for contaminants should a release occur on a property where large quantities of OHM are used, generated and stored, a recommendation for their proper abandonment is made. 7.11 Additional Issues of Environmental Concern In accordance with the Service Constraints provided in Section 11.0, this report is not intended to be a complete environmental audit or industrial hygiene survey which would ascertain compliance with federal and state regulations other than those explicitly stated. Specifically, this investigation does not address asbestos, radon gas, ionizing radiation or lead paint hazards. i MAY 16,2013 HOSTETTERBEAI3-10154A PAGE 33 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA 8.0 Limitations and Conditions Limitations and Conditions associated with this report are as follows: • The oil burner in the attic of the Service Station was not inspected and as such, any REC or PEC associated with this unit could not be identified. • The old oil burner off the southwest corner of the Repair/Detail shop could not be inspected due its size and the size of its enclosure. • There were no basement lights in the eastern-most dwelling as limited the inspection conducted. • A copy of the most recent Third Party Inspection report was not provided nor reviewed. • A copy of the Class A RAO was not provided nor reviewed. 8.1 Asphalt and Paved Surfaces Access to the Subject Property is provided via two curb cuts on either side of a landscaped island, along the westerly side of Main Street. These cuts are met by a paved area at the front of the property designated for the dispensing of gasoline to automobiles via on-site pumps, and which allows access to the service bay. This paved area continues around the north side of the building to an open area at the back of the Service Station and to the front of the Repair/Detail shop. The pavement then narrows to a driveway to the south of the Repair/Detail shop forming a cul-de-sac in front of the western-most garage. A concrete pad is noted at the front of the Service Station in the area of the fuel pumps, and three others are noted to the north of the station, as associated within underlying bulk fuel storage. A diesel pump island is located at the northeast property line. Finally, a concrete pad is located off the southwest corner of the station as associated with an exterior hydraulic lift. 9.0 Deviations At the discretion of the Environmental Professional, City Directories were not included as part of this investigation due to the limited usability of information available through the resource for the area of the Subject Property. Recommendations are offered within this report. I MAY 16,2013 HOSTETTERBEAI3-10154A PAGE 34 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA 10.0 References Barnstable Assessors Office, On-line File Review, Provided 5/15/13, Last Updated by Original Source 12/2012. Barnstable Health Department, File Review 5/16/13, Updated as Needed. Barnstable Building Department, File Review 5/16/13, Updated as Needed. Barnstable Conservation Commission, File Review 5/17/13, Updated as Needed. Centerville, Osterville, Marstons Mills Fire Department, File Review Request 5/13/13, Updated as Needed. Environmental Data Resources, Inc., Database Search, Provided May 13, 2013 [See report for individual databases updated by source and original source information] EPA Envirofacts Warehouse, RCRA Info, Provided 5/15/13, Last Updated by Original Source 5/13/13. Marcell Barbosa, Property Manager for Residential Units, Personal Interview 5/7/13. Mark Homen, Key Site Manager, Personal Interview 5/7/13. Massachusetts Department of Environmental Protection, BWSC, Site/Reportable Release Database,Last Updated 5/14/13. United States Geological Survey, Osterville,.Massachusetts, Cotuit Quadrangle, Last Updated 1998. United States Geological Survey, Groundwater Resources of Cape Cod, Massachusetts, Last Updated 1986. University of New Hampshire, www.docs.unh.edu/nhtopos, historic topographic maps [Historic Reference]. MAY 16,2013 HOSTETTER/BEA I 3-10154A PAGE 35 OF 35 PHASE I ESA/981 MAIN STREET,OSTERVILLE,MA 11.0 Service Constraints 1. Much of the information provided in this report is based upon personal interviews and research of available documents,. records and maps held by the appropriate government and private agencies. This information is therefore subject to the limitations of historical documentation, availability and accuracy of pertinent records, and the personal recollection of those persons contacted. 2. An initial investigation took into account the natural and man-made features of the site including any unusual or suspect phenomenon. These factors combined with the site's geology, hydrology,topography and past and present land uses served as a basis of the opinions rendered. Physical sampling of soils and/or groundwater would be required to further qualify these findings. No such work was authorized or conducted as part of this investigation. 3. The interpretations and opinions provided in this report are based on governmental regulations and policies in effect at the time for preparation of the report. Future changes in regulatory policy may render these opinions obsolete or otherwise invalid. BENNETT ENVIRONMENTAL ASSOCIATES, INC. should be consulted directly regarding validity of conclusion and opinions before any use is made of this report outside of the time frame of its preparation. 4. This report is designed to identify material evidence and/or threat of releases of oil or hazardous materials to the environment. It is NOT intended to be a complete environmental audit or industrial hygiene survey which would ascertain compliance with federal and state regulations other, than those explicitly stated. Specifically, this investigation does not address asbestos-containing materials (ACM) or polychlorinated biphenyl (PCB)-containing building materials, radon gas, ionizing radiation, lead paint, lead water supply piping, well water quality, septic system inspection or sewer gas hazards. "Massachusetts General Law,Chapter 21 E,states that the property owner may be legally and financially liable for the presence of any hazardous material or petroleum product present on their property,in the groundwater beneath their property,or in subsurface materials. The owner of the property on which the release has occurred is legally required to notify the Massachusetts Department of Environmental Protection about the discovery of such materials exceeding prescribed concentrations or quantities and contract a Licensed Site Professional to supervise remedial response action SCHULZ LAW OFFICES, LLC WILLIAM CHARLES PLACE 7 PARKER ROAD OSTERVILLE, MASSACHUSETTS 02655-2034 TELEPHONE(508)428-0950 FACSIMILE(508)420-1530 ALBERT J.SCHULZ MICHAEL F.SCHULZ aschulz@schulzlawoffices.com mschulz@schulzlawof&ces.com February 14, 2017 Mr. Sean O'Brien Barnstable County Department of Health and Environment 3195 Main Street, P.O. Box 427 Barnstable, Massachusetts 02630 VIA EMAIL: sobrien(a�barnstablecountLorg, tim.lavelle@town.barnstable ma us, darcy.karle(a�town.barnstable ma us Re: 981 Main Street, Osterville,MA 02655 Dear Mr. O'Brien: I am writing on behalf of my client, Adam J. Hostetter, Trustee of Centerville Village Apartments Realty Trust, with respect to 981 Main Street, Osterville, Massachusetts 02655 (the "Property"). According to our telephone a couple of weeks agog a letter was received by the County which asserts that my client directed a former employee to dump oil on the property. See Exhibit 1. The former employee remains "anonymous" as are the purported "Concerned Citizens of Osterville." See Exhibit 1. As an initial matter, my client emphatically denies the false assertions contained in the letter that he directed anyone to dump oil on the property. While at the property last week, Sullivan Engineering and Consulting, Inc., took the attached photograph of the area identified on the map. See Exhibit 2. A review of the photograph reveals that the area has been freshly disturbed, and I have confirmed this has not been done by my client. My client will work diligently to identify the "anonymous" former employee and prosecute that person to the full extent of the law. In an effort to work with the Town and County, we have provided you a copy of our most recent 2 1 E environmental report performed in 2013 and look forward to meeting at the property. If evidence of oil is found in the location identified in the letter, my client has engaged Bennett Environmental Associates, Inc. who will perform an analysis to date the oil sample. See Exhibit 3. This test will identify whether the oil was dumped two i months ago or fifteen years ago. Upon receipt of the results, we will forward them to you and the Town. As always, please do not hesitate to contact me with any questions. Very Truly Yours, M chael F. Schulz MFS/Iw A s EXHIBIT 1 r Mr.Sean O'Brien Barnstable County Department of Health Barnstable County Complex Main Street Barnstable, Ma. Dear Mr.O'Brien, 1-15-2017 We are writing you in regards to an illegal dumping violation that has occurred for several years at 981 Main Street in Osterville. A former employee of Adam Hostetter has come forward to show us where he was instructed to dump, home heating oil under trees in the rear of the property located at 981 Main Street. The source of the oil was from old tanks removed from houses that were being renovated. We had alerted the Town of Barnstable Health Department to the problem last fall and given.them a .general idea as to where the dumping had occurred.They did respond the next few days but did not locate any oil. Our mistake in this case was not being specific enough in the location and not understanding that there were holes dug to hide it(1-2'deep -no evidence on the surface). Last month the former employee came in again with the help of photos showed exactly where he had dumped the oil over several years. (Please seethe enclosed photos and diagrams). These most current photos and diagrams have been sent to the Town of Barnstable Board of Health. In doing some research,we know there is a device used by environmental clean-up companies that can detect various chemicals in the ground and maybe this is what is needed at this time. I hope that further action is taken on this violation as it is deliberate and extremely toxic to the resources around us. Sincerely, Concerned Citizens of Osterville • r r • iw ,' ,, ,�; Legend Parcels _ 'Town Boundary i ��1191240011 ' 1it81'11 -' Railroad Tracks 11812 03 4® #,55r #37 0 Buildings :• -" #51 I 1 w. 8110 Painted Lines 0 999 Parking Lots Paved i �, 4 118112 •r"''� :::Unpaved _ � s-" 4 Driveways #49 #3� � Y 't i ❑Paved ti #59 t Unpaved t 1 08 ti Roads 1170 ' 7 �y #7 117026 ®t sddees t !� Paved Roads 1 t .. '� Unpaved Roads U pa ed oed Streams .' Marsh 1170.07 F" 13 Water Bodies 117178 `~~ 117009 ', ✓ 51�6 #981 117024 • ( �kv 1`11 72 �. #46: 1i17165 117177 #44 117171 tt •Z - { #60ti #53 ,t 117012 - 40 lV; X V 117029 1171875 ap printed On: 1/18/2o17 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations ofAssessor's tax parcels.They are Feet regiilatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street;Hyannis,MA 026oi 0 83 167 an on-the ground survey.It may be generalized,mqy not accurate relationships to physical objects on the map 5o8-862-4624 reflect cuerent conditions,and may contain such as building locations. Approx..Scale:1 inch= 83 feet Q cartograpbie errors or omissions. gis@tOwn.barnstable.ma.us Legend Op ;1:161Q41 ski " e L Parcels f18005VOJO Boundary "Town Bounds � F '110 004 #22 _` L� -~ Railroad Tracks #34 �~ �� 118107 IJ Buildings, r`�cr Painted tines _ �! �� �.- 118003 -- � ParkinIt g Lots �- '#42 (�� "" / Paved�� F P 1,(3 . ."�" :u;Unpaved Y.c' Driveways rt. 1181 0 Paved.'.`,Unpaved 118110 Roads Y' #999 a Bddges 1181;t�1' ' � '� � M Paved Roads #3'e' Unpaved Roads ' Marsh `k +118109 Water Bodies 'S #972 '11;8113 118112 'i #49 #37 117f 601 W026#981 \ 117025 0 969 ti 117047 11al14� �/ 950 117178 i1702.4 #981 .s 1.17163 #955 117172 /`~~ 11716446 -���' s �• ■ . ■ 197028 r 9171F5\ Y . #. 4 Map printed on: .2/18/2O17 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations ofAssessor's tax parcels.They are Feet regulatory interpretation.'llds map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 626oi ur 0. 83 167 an on-the-ground svey.It may be generalized,may not accurate relationships to physical objects on the map Sob-862-4624 reIIed current conditions,and may contain such as building locations. Approx.Scale:1inch= 83 feet cartographic errors or omissions. gis@town.barnstable.ma.us ,ram nc>� ,dS�� ,�1 f� .'t .✓.' �����r�(` �, ... �, i�ro . ¢t�2r;.x �r.,1�rop6�';,`i�} A •�j ` � � v '�r,R �d <4���,N,7 .�.;• of. a.�+ \�� ����iY � ��b :�1 � IS�`4 'Ft_. 1 .MV l i }> � •, i iF+ a>. � :•!o ' "'"i 1 l d-.�, - ro',t�ri sR.` C a{a .� 'S•. �l 1 �'+V .ti...t. ,l � .f d C +. h t Y. �V�R.�` ...- pr .iT" t •�� y ', \� _Y f t, k` A•1 , �a'j��•. �(!! _�.r� '.- �1 i i ji"A: R a rS?y '�iF r i d!,� l l t\•I .c� .. y°"S i`t.r�.,,f, ' r� + ��, r ��.� .:lpy fi"*P r.-" J�qr,r � � ��`� `pn � �•. .r�--� �•�.., �"�s{ f4t+'v..�y r- // ta.,�.Y+rFp,��•1j -1}�;�, 1 ..75��".�..r' F ,!`" +r- y,w,ic� f � i� �'t Ec -�.z,,'���y„„ •(>y<,' �.r�, �� «� •rJf+-.�t,,. y,,!�.� r �a��."`r'�i P.a.�i r ,�. z cF. � d. i . - t 4' a4p- Barnstable P O County Dept of Health Box 427 h Barnstable, Ma, 02630 Att:Sean O'Brien. r..A I•��: >> n �I Jt�1}»rt,le�J�11J�►1�1/�t,rJlij� i` Yam. f EXHIBIT 2 i .juENNETT ENVIRONMENTAL ASSOCIATES INC. LICENSED SITE PROFESSIONALS b ENVIRONMENTAL SCIENTISTS to GEOLOGISTS 6 ENGINEERS 1573 Main Street-P.O. Box 1743,Brewster,MA 02631 L, 508-896-1706 6 Fax 508-896-5109 t www.bennett-ea.com PROPOSAL February 2,2017 Attorney Michael Schulz 7.Parker Road Osterville,MA 02655 via email: mschulz@schulzlawoffices.com RE: FUEL OIL RELEASE INVESTIGATION 981 Main Street,Osterville, MA Dear Mr. Schulz, BENNETT ENVIRONMENTAL ASSOCIATES, INC. (BEA) has prepared the following Scope of Work(SOW)representing professional services associated with investigating the reported dumping of fuel oil at the subject property. Such reporting was done in a letter prepared by "Concerned Citizens of Osterville", (CC00) and sent to the Barnstable County ' Department of Health and Environment. ENVIRONMENTAL ASSESSMENT Dig safe property. Conduct test hole(s) in review of reported fuel oil dumping at the rear of the small shed located in the northwest corner of the prbperty. Collect representative soil samples and field screen with photoionization detector(PID)and Dexsil. Prepare soil samples for confirmatory analysis and forward to certified laboratory. Professional Services[PL 2hrs,PM 6hrs] $ 880.00 Laboratory Analytical[I TPH GC FID,3 EPH] $ 560.05 Excavation Contractor Direct Bill REPORT Review laboratory analytical upon receipt and prepare a Letter of Findings outlining environmental assessment findings. Professional Services[PM 4hrs,D 2hrs,A 2hrs] $ 690.00 j. .The above noted.estimate is based on the SOW outlined as based on a time and expense in accordance with our Fee Schedule and travel will be charged in accordance with our Standard Terms and Conditions of Employment. You will be notified of any significant increase in fees beyond the SOW prior to incurring such cost. Therefore, if you are in agreement and would like us to proceed with this proposal as outlined, please sign and date the authorization below acknowledging your receipt, review and understanding of our Terms and Conditions and return to us. I EMERGENCY SPILL RESPONSE WASTE'SITE CLEANUP SITE ASSESSMENT PERMITTING SEPTIC DESIGN&INSPECTION WATER SUPPLY DEVELOPMENT,OPERATION&MAINTENANCE ( WASTEWATER TREATMENT OPERATION&MAINTENANCE I I I� t FEBRUARY 2,2017 PROPOSAuscHULZ PAGE 2 OF 2 FUEL OIL RELEASE INVESTIGATION � Sincerely, BE,NNETT ENVIRONMENTAL ASSOCIATES, INC. I L Kara Risk Business Manager encl: Terms and Conditions(2009)/Fee Schedule(2016) cc: David C. Bennett,President AUTHORIZATION: ,e DATE: EXHIBIT 3 ..r �k >'-�� '�.;�x .0 ,►. , ••� _,# t' `++�: �i _ �X'�,;•Aih.lrirys�•t "�r •r 1� r . r ry 1 4�,� / � #ytK�. ,l�:+r �.�t• • }:. 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Ate" +, =1.' eta.., • , , Y `^ •I R` , „+... it POO F It, r. iR �vk i }1p /) K� n R�' f 2�� � 4'I .Y.�R � 'r .�•" „r T 3 u+► JT `} if i� �, f�w,.Ael { ., \,•,/ +\ ,n'�q" .r L '! v �.., '� ` 7 !Ik Ap ` Y tI du ,t� Town of Barnstable Health Department 200 Main Street, Hyannis Date: 12-4-2016 FYI As a concerned citizen of the Town of Barnstable,it was recently brought to my attention that the illegal dumping of heating oil has occurred over the last few years at the location indicated in the Goggle photo. These allegations are supported by the person who actually did the dumping as instructed by the owner of this property. This is very serious as the quantity of oil is estimated to be over 150 gallons and it is very close to a resource area. Please make the required calls and contacts to correct this illegal activity. Address: 981 Main Street,Osterville ECU " DEC 1BAB 5 20616 RNSTABI-E CONSERVATION f I Legend r. n j 0 Parcels t `r . _ . --Town Boundary 1181240 � ` � t i , 118111 � ' Railroad Tracks r #55 + #37 y� Buildings '~� `t9 1 i 811 t1 Painted Lines 0999 Parking Lots r.•.. y.r'. Paved '£ 11$113 11811 . �• { Unpaved r. ;11811 ° # #37 Driveways 0 Paved 59 1 Unpaved + Roads 11t7€9E1$ 4 11702.6 ®Bridges #79 '� 0 Paved Roads ,• #9$1 Unpaved Roads , Streams E5 Marsh 1171967 #67 'Water Bodies 117176 117009\ #981 11702 #1 19 #26:' ++ r,. 3 # k^ 117165, 117177 i` 4' #33 117171 11°7 28 117612 #40 4 ti y i �3117C129 i1718,75 � a Map printed on: 12/5/2016 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 83 feet cartographic errors or omissions. gis@town.barnstable.ma.us ""�-• t Legend Parcels g -r ge . . Pa els NON-- 118005 r1160061 - "Town Boundary 118��4 .�t t Railroad Tracks y #22 �- - #12 1 118107 Buildings #34 w . #99 Painted Lines 11811a3 - r Parking Lots �#42 '� eT f Paved Unpaved � `m' Un` ` P t n,X Driveways — -5 ❑ Paved - #98 .•:;.<> ri, j Unpaved 1 11811 = Roads 1t #999 ®Bridges 118111 t F ❑ Paved Roads #'37 Unpaved Roads ' ft Streams 1181£J Marsh " #972 F M Water Bodies 1118113 , 118112 -' '� 1171602 j. #981 �� 1 11�Z02Qy5 1r, �••5� ;#96�9 ^ Y.. Sit`11 Qply V4_0J 118114 117178 11702 117163 `� 117172 ���"��` 117164 ' #46 , 117i;1d61702 117165'ti, ~r rr f #33 Map printed on: 12/5/2016 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi O 83 167 0 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 83 feet cartographic errors or omissions. gis@town.barnstable.ma.us 12-27-2016 Town of Barnstable Board of Health 200 Main St. Hyannis, Ma. Dear Tom, Please see the updated diagram showing the exact location of the dumping of fuel oil at#981 Main Street in Osterville. The former employee of Adam Hostetter came in last week and circled the area where the dumping occurred. Please note that holes were dug approx.. 1-2' deep and then covered over after the oil had been poured in. As shown, ivy has grown back over in some of this area. I hope this information is helpful to you. ij ;V Qt! Ik ri R r d 1 's ° � a � i ,. .• ,, ��w ��,s .. ,• - Parcels "Town Boundary it 8124 ���E: �*'' _: i. 1i8111 Railroad Tracks #37 0 Buildings .. , s 99 � Parking Lots } ti >.- Paved 118112 Unpaved r �"� 11R1i #49 `i i #37 Driveways #5 c1 ` ' r u Paved Unpaved Roads t ®Bridges #79 *' 117026 ❑ Paved Roads #981 Unpaved Roads 01. •. • �($1G 511fi9 Streams Marsh 117007 #67 , Water Bodies 117176 11700 puiv�Pn�t RR.�i�+ w91 11702 4 .. #11 1#26:: :::: SH�d 1 \4 117021 # f i'r 715� 117177 #33t; #44 t 1'17171 11�7z'u' ii7(112 t i` 4 ( �i3 1 F 1117029 i,1_I_Q.:r„ a _ i Map printed on: 12/27/2016 This map is for illustration purposes only.It is not Parcel lines shown on this ma adequate for 1 p are only graphic Town of Barnstable GIS Unit ad eq legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026or O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 83 feet cartographic errors or omissions. gis@town.barnstable.ma.us ivy o i'� - ` �"�y-•/-i ;'' j f •1 `r ,r A'' },qgv� ,- ,~`i' �l , � R`, J•♦ -s t.,; �P J e�r r� h, /►y .� �l��i;,1�''"I`.�s ,�,.�y�r)� � �� t r Ql•�:F �. ��R Y. of �a'"'y1it�- �"w e i . F ��` °a'�`;; � •` '' a �3F� #����� �. ,' �'�� %�:� s A f T?^� /j�, .4.. t ,. r ...^t �•li��6a,9�8, � (.. 1� j .�t �x ;!. rS rr C �� --- -- — - -- tPY`y~�-f!�",f? 14 tr tt r����i?r L i,'t:. '' - �ea.�.\ 6�a'' �', ,� �,✓ +rwr;,(fin��. ��\` j"`-!tyj�a�,`�'" t f• ;� �-` J'""•- 'C 'J.. F Y�,•�-IN � c s� t � �h �\• � Y V r< 2 e k` >d^; y 5 �°s r »y' q Y �e� •" Ke*Y tayy r4sfnkr .w • = �,.iLr�C.'�.+>7� j5 -`_—'�t, i«H �� .,�,. ...�. . � .� et.• � -t.r'r.-" Y,.r��° �'f. J �w,,�a;r 5p�. � ,-�.. y ~rA CT w4•+4 t� ..:`. �G' �':'el'A'� �, �'�' �gr el�/'�s���!!��.�#'��2 + ��,"!1 C •".��y�e-�t'e a,�¢_i,��t�@.'iy,' l'°�. J�(� `J.,�y'{+e��1. � � ` � r ..q .yam � ti.,¢\�t(.r� -•`�' r- t p'.i s�:t` 3 Ak ._ � v,apr N' .Y•.`. :w f j?c, I - ���.J> �'1✓v,�., -Ky '. �� �.' Iti 4,;d�k.,`�.r 7hf'f}!`•,, ...� `';Y ZZ �'.. [� r �►-tr t i. C F C �'� .,,i�.' r, r .a. x ,�-+j.,c ' ! ,�' I +'�1 _ , b�— t. ��. e8 4',}it x`��^� d� ��r, � •d'�ti k�d,�S �.:L�i� y�j�' 1. .'tie,� �.'.t a`�'Y� \� �'�"4+�. c .� _.::7(-'° f � i- �!, .Ici, �� jrT '�E+�J � �.r:.� .k r, ,� t ^{�,t r�� ,t4� ,A3o,'� � i.��1 i t ,`• �. '� �. - r A`..� .� ����"' q + •�«'" y "1� a J•. ,�„ ' .;� r + �r 14'T',•:; �'jt^,y'1. ,T,, wN .fir � :^^ �.`'�^w �v y � , �YkI � r� 1 *8!f ,r 1� YF. re 4 x '•.' .a, j yy� �:?- ^t � � � � '! °' � �'' 1., Y w r v� �.$ �Cy�,xw I�. ..rp'E'�ttA t'�!l8t�" d"}h rt 7�c 14Y�1 ��„f IIt �• r s:• �'� �'ae/�^"��"". � n� �! ��� �, .+w � �. ,� r,`: "� •1;�+K k �k r�',�• 1 u �' � a i3 t +� t , # � r �� ,� n^a. r ��' " ,���p•.++CY�+ t�« z i(,II1�`� < ,+c., (�> � �„� .• }, a �^� z•5i•c � Y• a .� r,:y �A�`�s e...:. r r.I F4 ,�� p�� .. 1 ri„,M �'„ -+q ,`, ��, �i�•�..,...^. M r a `i .L• s' f ' e n Legend a Xti "N R Parcels 118005 118006i �� _ - ` - - "Town Boundary ' 118004 r r ` Railroad Tracks #34 181ti7 r 13 Buildings 118��D�y # 1 Painted Lines :, ��y;<. Parking Lots --#42 r y Paved w1 a T Unpaved Driveways 118108 ❑ Paved 118110Unpaved #980 Roads #999 S`, �5 ' ®Bridges 118111 t• - O Paved Roads Unpaved Roads Streams 81.p9,, - Marsh T #972 � M Water Bodies `11 all 3 118112 117160` # 9 " 11702..5 # 69 y�s ��.`11704 �41 #`950' #59 , r 117178 117G�24 #981 5 117163 t #955 117172 /y �� 11716 #46 117b46 •� 0- , .0 f '- 11 a 165 5 #23 117028 #33 —� Map printed on: 12/27/2016 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 83 feet cartographic errors or omissions. gis@town.barnstable.ma.us �� k'o�!�f-�'o5-�'C�e��irt�oS C�11 ��� S��I�-� �o< 21 � ^����-�k Sod - �f2� - o `��� Town of Barnstable Health Department 200 Main Street, Hyannis Date: 12-4-2016 FYI Asa concerned citizen of the Town of Barnstable,it was recently brought to my attention that the illegal dumping of heating oil has occurred over the last few years at the location indicated in the Goggle photo. These allegations are supported by the person who actually did the dumping as instructed by the owner of this property. This is very serious as the quantity of o estimated to be over 150 gallons and it is very close to"a resource area. Please make the required calls and contacts to correc is i ega activity. Address: 981 Main Street,Osterville CA 5 Ce -ervl1� UiIl& A,4 5 lqml- x - rros+ 7 S+ 901:q5- Z �4 , �.n ,N�` �1� . CU �� a4 -fit f� -5-1-k+1 o� iVO evie&ne-6 PC 01I do Legend t s • _ Parcels "Town Boundary 1 118005 J18006) '� Railroad Tracks 118004 ##342 #1.2 18147 .r 10 Buildings #, 9Q� Painted Lines 118003 Parking Lots ...#424 � 7�* y...-•..�-'` ;:�;*':` :�.�"yV Paved ✓ Jr *: " ; Unpaved R' w 5 Driveways f. 11818 ❑ Paved Unpaved 1 118114 ...•.,.:,. x; Roads #999 S• ® Bridges 11811 tll 13 Paved Roads y # y pave Roads r ti Streams 118109 Marsh -1 Water Bodies 81 13 118112 t• � .,. 1171601 #49 #37 #962t •� #981 t 117025 t #969 11704 '950- ' #5 95 117178 11702 t � 117163 t #955 117172 �'°" 117164 -`` #46 -' 11746 #23 ~x ~r117Q46 a q -r .0 117028 945 ; 5L j Ma printed n This ma is for illustration purposes only.It is not Parcel lines shown on this ma are only graphic O . 12 2 1 06 P P P Pm•P Y P Y ip' P Town of Barnstable GIS Unit /5 adequate for legal boundary determination or representations of Assessor's teat parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 83 feet Q cartographic errors or omissions. gis@town.barnstable.ma.us n r" Legend : °��r .��rz Parcels Town Boundary 118124004 Railroad Tracks -�-"#55 #37 4�Buildings _ };:,y � •,� f" `ti, Painted Lines �~~ #999 Parking Lots -1 Paved 118113 118112 unpaved #49 #37 r` Driveways r ae tlaYs + Unpaved 11r7pd8 '•+ Roads ` ®Bridges #7g t,� "� 117026 p Paved Roads #981 .- Unpaved Roads ti Streams 117997 Marsh #67 =�Water Bodies 117170 .. 117€09��., #981 � 117024 t IV71172 J ff. Jr y 14 7165 117177 `• #33� #44 117171 a' 11.7028 �+ 1170124- #4Q d 0" / I'll 7029 11718,T + ( #69— -- --" —#933 .w Map printed on: 12/5/2016 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi 0 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 83 feet Q cartographic errors or omissions. gis@town.bamstable.ma.us The Official Website of the Executive Office of Energy and Environmental Affairs Energy and Environmental Affairs *EEA Home > Agencies > MassDEP > Cleanup of Sites&Spills > Laws&Rules > Reportable Concentrations in Groundwater and Soil Reportable Concentrations in Groundwater and Soil This list is made available as a convenient summary table for commonly found contaminants.The entire list of Reportable Site Cleanup Concentrations is also available in a searchable format.For the current,official version please see the Secretary of the Commonwealth's website. I W+t. Updated 4/14 ' rf RCGW-1 RCGW-2 RCS-1 RCS-2 ~ OIL OR HAZARDOUS MATERIAL mg/L mg/L mg/kg mg/kg ACENAPHTHENE 0.02 6 .4 3000 �, 9 - ACENAPHTHYLENE 0.03 0.04 1 10 A"t0 Z Quid links ACETONE 6.3 50 6 50 - - Site Cleanup IhdLix ALDRIN 0.0005 0.002 0.08 0.5 ANTHRACENE 0.03 0.03 1000 3000 ANTIMONY 0.006 8. 20 30 ARSENIC 0.01 0.9 20 20 BARIUM 2 50 1000 3000 BENZENE 0.005 1 2 200 BENZO(a)ANTHRACENE 0.001 1 7 40 BENZO(a)PYRENE 0.0002 0.5 2 7 BENZO(b)FLUORANTHENE 0.001 0.4 7 40 BENZO(g,h,i)PERYLENE 0.02 0.02 1000 3000 BENZO(k)FLUORANTHENE 0.001 0.1 70 400 BERYLLIUM 0.004 0.2 90 200 BIPHENYL, 1,1- 0.0009 0.2 0.05 6 BIS(2-CHLOROETHYL)ETHER 0.03 0.03 0.7 0.7 BIS(2-CHLOROISOPROPYL)ETHER 0.03 0.1 0.7 0.7 BIS(2-ETHYLHEXYL)PHTHALATE 0.006 50 90 600 BROMODICHLOROMETHANE 0.003 .006 0.1 0.1 BROMOFORM 0.004 0.7 0.1 1 BROMOMETHANE 0.007 0.007 0.5 0.5 CADMIUM 0.004 0.004 70 100 CARBON TETRACHLORIDE 0.002 0.002 5 5 CHLORDANE 0.002 0.002 5 30 CHLOROANILINE,p- 0.02 0.3 1 1 3 CHLOROBENZENE 0.1 0.2 1 3 CHLOROFORM 0.05 0.05 0.2 0.2 CHLOROPHENOL,2- 0.01 7 0.7 100 CHROMIUM(TOTAL) 0.1 0.3 100 200 CHROMIUM(III) 0.1 0.6 1000 3000 CHROMIUM(VI) 0.1 0.3 100 200 CHRYSENE 0.002 0.07 70 400 CYANIDE 0.03 0.03 30 100 DIBENZO(a,h)ANTHRACENE 0.0005 0.04 0.7 4 DIBROMOCHLOROMETHANE 0.002 0.02 0.005 0.03 DICHLOROBENZENE, 1,2-(o-DCB) 0.6 2 9 100 DICHLOROBENZENE, 1,3-(m-DCB) 0.1 6 3 200 DICHLOROBENZENE, 1,4-(p-DCB) 0.005 0.06 0.7 1 DICHLOROBENZIDINE,3,3'- . 0.08 2 3 20 DICHLORODIPHENYL DICHLOROETHANE, P,P'-(DDD) 0.0002 0.05 8 40 DICHLORODIPHENYLDICHLOROETHYLENE,P,P'-(DDE) 0.00005 0.4 6 30 DICHLORODIPHENYLTRICHLOROETHANE, P,P'-(DDT) 0.0003 0.001 6 30 DICHLOROETHANE, 1,1- 0.07 2 0.4 9 DICHLOROETHANE, 1,2- 0.005 0.005 0.1 0.1 DICHLOROETHYLENE, 1,1- 0.007 0.08 3 40 DICHLOROETHYLENE,CIS-1,2- 0.02 0.02 0.1 0.1 DICHLOROETHYLENE,TRANS-1,2- 0.08 0.08 1 1 DICHLOROPHENOL,2,4- 0.01 2 0.7 40 DICHLOROPROPANE, 1,2- 0.003 0.003 0.1 0.1 DICHLOROPROPENE, 1,3- 0.0004 0.01 0.01 0.4 DIELDRIN 0.0001 0.0005 0.08 0.5 DIETHYL PHTHALATE 2 9 10 200 DIMETHYL PHTHALATE 0.3 50 0.7 50 DIMETHYLPHENOL,2,4= 0.06 40 0.7 100 DINITROPHENOL,2,4- 0.2 20 3 50 DINITROTOLUENE,2,4 0.03 20 0.7 10 DIOXINS 3E-08 4E-05 2E-05 5E-05 ENDOSULFAN 0.002 0.002 0.5 1 ENDRIN 0.002 0.005 10 .20 ETHYLBENZENE 0.7 5 40 1000 ETHYLENE DIBROMIDE 0.00002 0.002 0.1 0.1 FLUORANTHENE 0.09 0.2 1000 3000 FLUORENE 0.03 0.04 1000 3000 HEPTACHLOR 0.'0004 0.001 0.3 2 HEPTACHLOR EPDXIDE 0.0002 0.002 0.1 0.9 HEXACHLOROBENZENE 0.001 0.001 0.7 0.8 HEXACHLOROBUTADIENE 0.0006 0.05 30 100 HEXACHLOROCYCLOHEXANE,GAMMA(gamma-HCH) 0.0002 0.004 0.003 0.5 HEXACHLOROETHANE 0.008 0.1 0.7 3 INDENO(1,2,3-cd)PYRENE 0.0005 0.1 7 40 LEAD 0.01 0.01 200 660 MERCURY 0.002 0.02. 20 30 METHOXYCHLOR 0.01 0.01 200 400 METHYL ETHYL KETONE 4 50 4 50 METHYL ISOBUTYL KETONE 0.35 50 0.4 50 METHYL MERCURY 0.0003 0.02 4 8 METHYL TERT BUTYL ETHER 0.07 5 0.1 100 METHYLENE CHLORIDE 0.005 10 0.1 20 METHYLNAPHTHALENE,2- 0.01 2 0.7 80 NAPHTHALENE 0.14 0.7 4 20 NICKEL 0.1 0.2 600 1000 PENTACHLOROPHENOL 0.001 0.2 . 3 10 PERCHLORATE 6.002 1 0.1 5 PHENANTHRENE 0.04 10 10 1000 PHENOL 1 2 1 20 POLYCHLORINATED BIPHENYLS(PCBs) 0.0005 0.005 1 4 PYRENE• 0.02 0.02 1000 3000 SELENIUM 0.05 0.1 400 700 SILVER 0.007 0.007 100 200 STYRENE 0.1 0.1 3 4 TETRACHLOROETHANE, 1,1,1,2- 0.005 0.01 0.1 0.1 TETRACHLOROETHANE, 1,1,2,2- 1 0.002 0.009 0.005 0.102 t TETRACHLOROETHYLENE 0.005 0.05 1 10 THALLIUM 0.002 3 8 60 TOLUENE 1 40 30 1000 TOTAL PETROLEUM HYDROCARBONS 0.2 5 1000 3000 Aliphatics C5 to CS 0.3 100 500 C9 to C12 0.7 1000 3000 C9 to C18 0.7 E 1000 3000 C19to C36 14 5C 3000 5000 Aromatics C9 to C10 0.2 4 100 500 CI to C22 0.2 5 1000 3000 TRICHLOROBENZENE, 1,2,4- 0.07 0.2 6 TRICHLOROETHANE, 1,1,1- 0.2 4 30 600 TRICHLOROETHANE, 1,1,2- 0.005 0.9 0.1 2 TRICHLOROETHYLENE 0.005 0.005 0.3 0.3 TRICHLOROPHENOL,2,4,5- 0.2 3 4 600 TRICHLOROPHENOL 2,4,6- 0.01 0.5 0.7 20 VANADIUM 0.03 4 400 700 VINYL CHLORIDE 0.002 0.002 0.7 0.7 XYLENES(Mixed Isomers) 3 3 100 100 ZJNC 0.9 0.9 1000 r3000 Did you find the information you were looking for on this page? O Yes O No Send Feedback ©2017 Commonwealth of Massachusetts EEA Site Policies Contact EEA About EEA Public Records Request Mass.Gov@isa registered service markof the Commonwealth of Massachusetts 1 d i f F' <r 'T`o-*vu-Df Barnstable I .E Tp� Regulatory Services i ti0 Thomas F. Geiler,Director Public Health Division BARNSTABLE, Thomas McKean Director 9� i 39' 200 Main Street, Hyannis,MA 02601 al Phone: 508-862-4644 Email: health@town.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 May 15, 2007 Mr. Adam Hostetter 770 A Main Street Osterville,MA 02655 Re: 981 Main Street, Osterville,MA 02655 Dear Mr. Hostetter: The Health Division received a citizen's complaint in April regarding the vehicle washing that was taking place at Meara Image located at 981 Main Street, Osterville, MA behind the gas station. Upon arrival,the'business was closed and a site visit was conducted a week later. (Enclosed are copies of the site visit). In the rear of the building, an aboveground oil tank was observed. At the time of the initial visit, the tank containment area showed signs that it was leaking oil. There was a large stain measuring 2'x 3' and the drain coming from the concrete containment was stuffed with a piece of cloth allowing the release of the oil. There were also three 55 gallon drums near the oil tank. All but one was labeled with its contents. The COMM Fire Department was notified immediately. During the site visit a week later,the drums were removed,the oil containment was capped, and the parking lot area was cleaned up. A regular site visit will be conducted to ensure you remain in compliance. The Health Division has records indicating that a single cesspool septic system for the rear garage failed an inspection in 200 . A letter was sent out by the Health Division in March of 2005 (copy enclosed) stating the system needed to be upgraded or replaced within six months."Our current records show no sign of this being done. If you have records indicating an upgrade or replacement for the rear garage septic system,please provide a copy to the Health Division. A representative from the Public Health Division will re-visit your business during the next 30 days as a follow up to further advise you on your compliance. If you have any questions about these problems,the orders and recommendations, or you need further information, guidance or assistance,please do not hesitate to contact the Public Health Division. Sincere(Y, Y- Ali ha L. Parker Hazardous Materials Specialist All orders to correct vi lations of Chapter 108 of the Town of Barnstable Ordinance: Hazardous Materials shall be coinple ed upon receipt of this letter. T omas A. McKean,RS, CHO Director of Public Health Cc: Martin MacNeely, COMM Fire Department Town of Barnstable OF'THE A Regulatory Services Thomas F. Geiler,Director v,P O Public Health Division I BnxxsraB Thomas McKean,Director 9�0 i63 S. �` 200 Main Street, Hyannis,MA 02601 prFD MA'S a Phone: 508-862-4644 Email: healthAtown.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 May 14, 2007 Mr. Christopher Meara Meara Image 98_ 1 Main Street Osterville, MA 02655 Dear Mr. Meara: Thank you for your time and cooperation during the hazardous.materials inventory and site visit at Meara Image May 5, 2007. This letter contains information from that visit that will help you become compliant with and remain compliant with Chapter 108 of the Town of Barnstable Ordinance: Hazardous Materials.This packet was provided to you during the site visit. Enclosed are copies of the Toxic and Hazardous Materials On-Site Inventory form from the site visit and the vehicle washing policy. Please note the observations identified at your place of business during the hazardous materials inspection and their corresponding orders or recommendations listed below: OBSERVATIONS: • No MSDS on site. Please obtain all MSDS for the products located on site. • Water runoff is not contained-it runs out onto the driveway. Please maintain water runoff inside the garage with use of mats, absorbents, or another engineered system to contain the water. Wastewater shall be pumped into a drum and a licensed hauler to pick up if runoff is excessive. • Please store all products in the cabinet when not in use. No indoor floor drains in the garage. Rinses vehicles with potable water,uses very minimal detergent. • All waxing and spraying is done with hand application. This does not allow overspray etc. On Site Inventory Total The Toxic and Hazardous Materials On-Site Inventory from May 7, 2007 shows that you have approximately 12 gallons of toxic and hazardous materials being used, stored, generated and disposed of at Meara Image, 981 Main Street, Osterville,MA 02655 (Please see enclosed Toxic and Hazardous Materials On Site Inventory sheet). The Board of Health has determined that the using, storing, generating and disposing of over 111 gallons of hazardous materials per month requires businesses in the Town of Barnstable to obtain an annual Hazardous Materials License. At this time, this license is not required to be obtained from the Town of Barnstable Town Offices, 200 Main Street,Hyannis,MA 02601. A representative from the Public Health Division will re-visit your business during the next 30 days as a follow up to further advise you on your compliance. If you have any questions about these problems, the orders and recommendations, or you need further information, guidance or assistance,please do not hesitate to contact the Public Health Division. Sincerely, Alisha L. Parker Hazardous Materials Specialist All orders to correct violations of Chapter 108 of the Town of Barnstable Ordinance: Hazardous Materials shall be ompleted upon receipt of this letter. om'SA. A. ean,RS, CHO Director of Public Health Enc. On-Site Inventory(copy) Vehicle Washing Policy Cc: Adam Hostetter,Property Manager/Owner K r Inv VA i Al A ai JW e ' :fad 4T �a !. s- t , ,. �.��'t'.a .��i�'f,�L'',fie'« °,„,y s4k�'�A b�'s*`�at�'«:x�-2�.i:` +p" •�+r�. m �f s' `rr t { r . , 4 ,r # � � � �f. - � °. .Y yt S'vi Lry•r•-a.F ;� t , �'F' '�xx. s'SR'� .0`` - � •t � r R L 4�'s�" M +is ;��s.•" � ;;,iltS,,c,�4'1r ,�,. F,i y '+� �..�,�y�'"' .i ,y f y +r��.`.er .�tj.Y`` F �t °1'F ,�,+,yY� }'�)y'{.�"YS"F�4 ✓ ,�L.`sjF F+;. "+sv,;� a1'^.') � _f" Ct-�i. .x� � '. t 1 .'1 . 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X� .�'� �} ,,,"".��''.�'a ya+� �T f+{I K tip `. y. n 'se'"t�'�f� i�jr�,,,,�.�t',,'V` r�n f' a � R' - - 4��s R � k ��i ��� ���y ,a �, ,,,,♦.. r �1 "r'Y'"�•'�� �4��L74.� a..� !J - � - ., - . .� �4� mow. ``.; C"q '�.�t •'f�'`.ti�'^.�'•��F'.`, r- '.. ♦ - `1 Mf �ria .}g tifi�•�R'+ ' ^+,�J +7.-� Q � �u�,�' f� ,� y �.� �_. •c r�s' I�rY 7 j�vj 1{t, j� J� F�•� "_h k'a, _ y _ s • Y v r'.... � � •t y � 'f, �, � *. -• r� ..�.. `.' ,tee. E. Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS DBA: Mera Image Fax: j Corp Name: Mailing Address Location: .981 Main Street,Osterville Street: mappar: City: Contact: Christopher Mera State: Ma Telephone: ',781-953-2851 Zip: 00000 Emergency: j Person Interviewed: Business Contact Letter Date: _.. ........... . ............ Category: Inventory Site Visit Date: Type: Follow Up/Inspection Date: ❑ public water ❑ indoor floor drains ❑ outdoor surface drains ❑ license required ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc ❑ currently licensed ❑ town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir - - ❑ on-site sewage ❑ indoor on-site syste ❑ outdoor onsite system date: !.......... compliance: Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials ❑ gty's>25 Ibs dry or 50 gals liquid but less than 111 gals ❑ gty's 111 gals or more Waste Transporter: ! Fire District: Last HW Shipment Date: Waste Hauler Licensed: No. Bit Drive sty IF ed J. 8113 S Y WIF Dweilin9 19 5 ' CD T J CD G 'C). \d / o V 20 kBIDH FND '' o__ 10-08-1999 12:35PM CENT OST F:REDEPT 5087902365 P.e2 Make application to local Fire Department Fore Department retains original application and issues dtrpbmte as Permit- p 2 6 t�Gc%�rcc�yuuecz��� c��.�'r/�z�zc�e�:;e �"�'� r��%y.�,...�-• ; 91nPirtl` /ixE Cr excel APPLICATION and PERMIT' FOe. I 2 5_�Q ! for storage tank remalsl and transcortation to approved tank disposal yard in eccordarce with1the provisions of M.G.L. Chapter 146-Section 38A. 527 CMR 9.©0, application; is hereby mare by: 1 Tank Owner Name(pf print) Donald Harding X Address__. 981A Main Street, Osterviile, MA SA'9.r CJly - s e ZiP i i t Enviro-Safe Corp. Enviro-Safe Corp; Company Name Pr�W Co.cT individual j P.O. Box 810, E. Sandwich, MA PA"t Address _ Address { A,,,, PF.nt t Signature ' lyi g it) Signature(it a i ^y' --ermit) IFCI Gertifi Other Other IFCI Cor;ified " !d?r _ i ---- - Tank Location 981A Main Street, Ost:erville, MA _ sow a.7dssa { Tank Capacity 500 -Substance Last Store-, #2 tuel Oil Tank Dimensions(diar rw-r x length) Remarks: T-A-,,IJL 9f_4Yi0✓ _Q L drl i "transpoMungaste Enviro-Safe Cora. Slate Lic.q3219 MA Hazardous wasternwtk-_-# -MAK846756 T_E.p.A.# _ MAD985269323 Approved tank disoosct•:.rd Twiner Sal,vaQe Tank yard# _-002 Type of inert gas _Tank yard address 235 Commercial Street, Lynn, HA • f goo Centerville 01920 C ty or Town F�iDfi — Permit# October 6, 1999 October 20, 19991 it Date of ssue Date of expiration _ Dig safe approval nurrbe- 19994100374_ Dig Safe Tall=ram Tel.Number-8010-322-484 Signature/TiVe of Off granting permit J After rer:ioval(s)send Fc.-7--*•290R signed by Local Fire Oept,to U`T Regulatory Compliwr.-:3n1t,One Ashburton Place, Room 1111,Boston,MA PQ.00'1 1-4-4 MUM TGTAL F.02 Search for,Map/Parcel 17026 ' a "TOW nof Barnstable For Parcel Number 117026 h, Rental,Property(Y/N) 1 Business Name:, IMID-WAY GARAGE f Zone of Contr bution(Y/N) Ni�: Area Number Phone: 000 4282296 Fuel Storage TankPermit Yf Co�ta �n ►t Rel(Y(N) 'Card On File ;Y� Disposal Works PercTest Vll411 ell Pe�in�t Construction ' ;. , File/Pennit No: ,.,99 719. b 95283 Issuance Date:. °� � �`�"` �`� 11/01/1999 �``" E03/09/1995_11/12/1999 998 ��` Completion Dates _ Size of Septic; Type/Size of SAS: Tank: .. Corrijnents� .; _ 4 REMOVED 500#2 FO TANK.RPLCING WITH AGT.TWO TANKS.failed septic 11/3/01 .0 mappar: 117026 Owner 'CALLAHAN RICHARD P TR proptoc 981 MAIN STREET(OST.) * ,* lnnovative]Alternative Technolooy SeptIc,Ss rsterr►s „ rSir gie Clustered,' I/A Type ery I/A 5 `ice T pew }% Y N� TOWN OF BARNSTABLE UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS NAME Francis Harding d/b/a MIDWAY GARAGE ADDRESS 981 Main Street VILLAGE OSTERVILLE LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE: OR CHEMICAL at above address 51000 gasoline new Steel w/ sti-P3 (Give same information for any additional tanks on reverse side of card) DATE OF PURCHASE OF EACH: 1. 2. 3. 4. DATE OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS A P P R O V E D Barnstaole Conservation Commission A' Signed Dat Board of Health Town of Barnstable P.O.,Box 534 Hyannis,Massachusetts 0260� "c��y'� '�,s�e► , '. ` �. rY- 5. `�"'- ,�' '�'R7I��*' In��F„�;f - ,4 � .y� ,aam a :r• .� �` y�..r '` tYc"`'�� `rf:.• ,,., �� ;'t:':,{' � -! d tix - *.*a,. :M'..�` �." • 1 t .�•'�:�.' i^v' Sr" ,`rr,;. �'. �:, a c ,a k,�R. .f� ,L,r`I>•<:,p!j .9 i�� * 4 ,:-..,* .. :��'. �`. � ,� r^.�r,•J �.,, ..J wdr'a : "�*a- t+ti ":h' �t�r°y�x��""h•.''.a 1�" - w••,,,,.."' ,� �` _--1' -.'a ".. �:� ♦" -.r=. i_ .. � -. �� A... _,.;^.• - .. ''.•aF"t.,d �=�s.� ;F. - ^+.i.. 'ye'-..:it ''r .i""r �• „� ... ....�^- .. '_ f ., -_ � .r��..,.,� r. •• z s;,s r, 1 r.. .. tir M"-. }3-r � �I:�� .,tea.."`.. .t'r ry',a ,,t{„'.i9 1 r,fir+.t.. C•> ;e+ :f.-. .1 q `'� ��s }f' � 'k:',� t t ...,r .. . .. r .._•, ;.....'�!„"}• '�M, - r A,a` P _ �"'�' !-'' " �,,,, . 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"e."'rrd::.wrt " �- Jl'°....,;...x�.�..:', ... _.:;:'+'fir'h..,.r..x!2+,L`'v"wr ., „n!. ,,.5.n<. `�"'.,: -.'n. I"E T° Town of Barnstable Regulatory Services Barnstable 9anxta S. Thomas F. Geiler,Director A!America city i639• ��� PublicHealth Division Thomas McKean,Director' 2007 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 November 23, 2010 Richard P. Callahan, Tr. %Hostetter 770 A Main Street Osterville, MA 02655 RE: Underground Storage Tank 981 MAIN ST, OSTERVILLE Map/Parcel: 117026 Tank Number: 8 Tag Number: 00206 Our records indicate that your underground fuel (or chemical) storage tank exceeds twenty (20) years in.age, and has not been removed_ as required by the Town of Barnstable Code Chapter 326, Section 3, Fuel and Chemical Storage Tanks. You are directed to remove this tank within sixty (60) days from the date of this Notice. Upon completion of the tank removal and.within ninety (90) days of receipt of this Notice, please submit to this office a copy of the permit for storage tank removal issued by your local Fire Department. This copy of the removal permit serves as documentation that the underground storage tank was properly removed and disposed of You may request a hearing provided that a written petition requesting same is received by the Board of Health within ten (10) days after.this order is served. Per Order of the Board of Health Thomas A. McKean, PS, CHO Health Agent Q:\Hazmat\Underground Tanks\let mail merge Undergrnd tanks 20 yr Nov2010 final.doc