Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0027 BETTY'S POND ROAD - Health
1 27 Betty's Pond Road a Hyannis A = 290 - 084 � e I I� • a ° o. it- UPC 17734 • No. 2-153CR HASTINGS,MN a; f�, t� '� i' �; 'I �� �� '�r �. � � � � � �- �� � TOWN OF B—AnRNSTABLE LOCATIOt'z'-_� 7 S ��`i SEWAGE # '/d — VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY - LEACHING FACILITY: (type) (size) 6&Z0 ✓� 1 NO.OF BEDROOMS B�-®R OWNER �e� � PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply.Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by No. �/ L Fee C9 5 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_J- -- Yes. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS `_�, 01pplitation for Disposal *pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon ❑Complete System ❑Individual Compondnts Location Address or Lot No. 19L 7 0 E'"s P,ak)'D 40 Owner's Name,Address,and Tel.No. Oy �Acv_ c-_'q�sLA� Set, Assessor's Map/Parcel go rz tN Installer's Name,Address,and Tel.No. j019-477-%'ta 4-7 Designer's Name,Address,and Tel.No. p4ea r$I O u t L 7 -- W/A Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Plow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �4bAUb&J E)61 6-r1h) ::51 G 45'41Si�d 6'22- 7c76P_� V Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He w i d Date Application Approved by Date c�- Application Disapproved by Date for the following reasons Permit No. Date Issued �D ,.. No. r (/ Fee ' THE COMMONWEALTH OF.MAS$ACHUSETTS Entered in computer: Yes \ PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS ftplitatlon for ]b al *patent Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon Complete System ❑Individual Compon��ts Location Address or Lot No. �-� ��-�-r Y S -POND '46 Owrier's Name,Address,and Tel.No. Assessor'sMap/Parcel Hy �slctc CQC-Eit/5tj41 1 Installer's Name,Address,and Tel. o. ���-4`77 �$ 7 7 Designer's Name,Address,and Tel.No. Rc4w,-r g pu tz. N/A r Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures t Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Y Date last inspected: ` Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of HeAfth. " gne Date Application Approved by Date Application Disapproved by Date for the following}reasons Permit No. -��- , y Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned(x)by - at � &Onn/._r5. pb�u?� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated z b c3- .Installer RQ1b8ttt4CO Designer A #bedrooms Approved de, ign-flow gpd The issuance of this permit shall not be cons ld as a uarantee that the system will funotioh'as desk g Date , ,f ,' Inspector --- --- - -- ------- Now 1 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal Aipstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon(x) System located at pjJ6 ACAD tfVAAW`� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be co 1 fed w'hin three years of the date of this permit Date ��� ) Approved by Town of Barnstable Inspectional Services Department:._ sARNSPABM Public Health Division �b,, pA1 200 Main Street, Hyannis MA 02601 Office: 508-8624644 FAX: 508-790-6304 Thomas A.McKean,CHO March 2021 Jack Edward Greenslade 49 Deerbrook Circle Southington, CT 06489 RE:, SEWER�CONNECTION DE ADLINEEXPIRED. 27 Betty's Pond Rd, Hyannisy F3 A=:290=084; Dear Property Owner, Your November 1, 2018 sewer connection deadline extension has passed: Please.contact the Public Health Division Office to provide an update relative to the status of property's connection to public sewer (i.e. contractor name, DPW sewer connection permit number, anticipated connection date.) If you would like to request an extension, such request must be in writing addressed to the Board of Health (200 Main Street Hyannis, Massachusetts) or e-mail Sharon Crocker at: sharon.crocker@town.Barnstable.ma.us within fourteen(14) days. Sincerely yours, Karen Malkus-Benjamin Town of Barnstable Health Division Coastal Health Resource Coordinator karen.malkus(c)town.barnstable.ma.us �jI 1ET� Town of Barnstable �^ Public Health Division BARNSTBM ASS � 1639. p�D ptp�A r Thomas A McKean, CHO October 11, 2019 Jack Edward Greenslade 49 Deerbrooke Circle Southington, CT 06480 RE: 21`13etty's Pond Road, Hyannis "Dear Mr. Greenslade, Your November 1 st 2018 sewer connection deadline has passed. Please contact the Public Health Division Office to provide an update relative to the status of property's connection to public sewer (i.e. contractor name, DPW sewer connection permit number, anticipated connection date). If you are requesting another extension, such request must be in writing addressed to the Board of Health (200 Main Street Hyannis Massachusetts) within fourteen (14) days. Sincerely yours, Thomas A. McKean, R.S., C.H.O. Director of Public Health Town of Barnstable Q:\WP\SewerExtensionDeadline EXPIRED 27 Bettys Pond Road 2019.docx S r t. Barnstable TH,(�, 'own of Barnstable N-AmmicaCOP Board of Health 1 1 1 1[f BARNSCABM " 2007 9 MASa ,� 200 Main Street, Hyannis MA 02601 1639• aIED MAy s Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Donald A.Guadagnoli,M.D. Junichi Sawayanagi December 4, 2017 Mr. Jack Greenslade 49 Deerbrooke Circle Southington, CT 06480 RE: Extension of Time to Connect Dwelling to Public Sewer A=290-084, 27 Betty's Pond Road, Hyannis, MA Dear r. and Ms. Marchant, At the October 24, 2017 meeting of the Board of Health, you-weregra-nted a one year extension until November 1, 2018, to connect your dwelling locate at 31 Paine Avenu Hyannis to public sewer. - Sincerely yours, Pa f, D. Chairman Board of He th Town of Barnstable Q:/WP/Greenslade 27 BettysPond Road SewerConnectionExtnsion 2017.docx B ENNIET', ENVIRONMENTAL TAL ASSOCIATES, INC. LICENSED SITE PROFESSIONALS,ENVIRONMENTAL SCIENTISTS,GEOLOGISTS,SANITARIANS 1373 Main Street,P.O:Box 1743' (508)896-1706 Brewster,MA 02631 fax(508)896-5109 LETTER OF TRANSMITTAL TO: DATE: JOB NUMBER: Mr.Robert Murphy,Case Officer 09/30/2009• BEA08-10065 MA DEP SERO-B W SC 20 Riverside Drive REGARDING:. Lakeville,MA 02347 IMMEDIATE RESPONSE ACTION COMPLETION REPORT WITH CLASS' - _ N�1�YCyT-I�}N-O OME:RTN4-21642 _ m'ercal Prope(N/F Independent Auto air) SHIPPING METHOD: (-27Betty's Pond Road Hyannis,MA4Assessor'"s ap 290,:Parce1.84]C Regular Mail ❑ Pick Up R Priority Mail ❑ Hand Deliver ❑ X "- ,j. .•- _. Express Mail El -.Other.Other ❑ , . . Certified Mail ❑ Green Card/RR ❑ COPIES DATE •DESCRIPTION - 1 09/16/2009, IMMEDI.ATE RESPONSE ACTION COMPLETION REPORT WITH CLASS A-2.RESPONSE ACTION OUTCOME:RTN4-21642 Commercial Property(N/F Independent Auto Repair) 27 Betty's Pond Road—Hyannis,MA[Assessor's Map 290,Parcel 841 For review and comment: ❑ For approval: ❑ As requested:, ❑ For your use: ❑X . REMARKS:i a cc: Jack Greenslade-Property Owner , Peter`D.Murray—Abutting Property Owner - !: r i e Thomas.McKean-Barnstable Board of Health. - John Klimm—Barnstable Town Managerl Deputy Chief Dean Melanson-Barnstable Fire Departmentl ' FROM: John Tadema Wielandt/gjb If.enclosures are not as noted,kindly notify us at once 9 • s ENNETT ENVIRONMENTAL ASS®CIATES �NCe 9 LICENSED SITE PROFESSIONALS 6 ENVIRONMENTAL SCIENTISTS GEOLOGISTS'b SANITARIANS 1573 Main Street- P.O. Box 1743, Brewster,-MA 02631 6 508-896-1706 b Fax 508-896-5109 b www:bennett-ea.com BEA08-10065- September 16, 2009 , v Mr. Robert Murphy, Case Officer MA DEPARTMENT OF ENVIRONMENTAL PROTECTION (MA DEP) Southeast Regional Office (SERO) Bureau of Waste Site Cleanup (BWSG) 20 Riverside Drive Lakeville,MA 02347 ' RE: IMMEDIATE RESPONSE ACTION COMPLETION REPORT WITH , CLASS A-2 RESPONSE ACTION OUTCOME: RTN4-21642 Commercial Property(N/F Independent Auto Repair) '.27 Betty's Pond Road—Hyannis, MA [Assessor's Map 290, Parcel 84] Dear Mr. Murphy, BENNETT ENVIRONMENTAL ASSOCIATES, INC., (hereinafter referred,to as BEA) has prepared the following Immediate. Response Action Completion Statement (IRAC) with a Class-A2 Response Action. Outcome (RAO) and Supporting Documentation as representing Preliminary Response actions and subsequent environmental assessment activities conducted in connection with the above referenced`location in accordance with the provisions of 310 CMR 40.0427 and 40.1036(2), respectively. This work has been conducted in an effort*to mitigate environmental and human.health'hazards,associated with the historic release of a reported 20- - gallons of#2 fuel oil from an aboveground storage tank (AST) formerly located on'the'southern gable end of the garage occupying the,property. The Immediate Response Actions'taken for the timely and complete removal ofR contaminated soils was successful in meeting regulatory ' objectives as supported by the environmental" assessment and environmental m6nitoring4 conducted. This .report documents these remedial, response actions, environmental assessment s activities and risk characterization undertaken under RTN 4-21642. Laboratory analysis of_ representative endpoint soil samples report residual petroleum hydrocarbon concentrations below the applicable S-1/S-2/S-3 (GW-l/GW-2/GW-3), Method 1 — Risk Characterization standards. Additionally, groundwater sampling of representative 'downgradient monitoring wells that soil removal absolved groundwater impacts wherein the most restrictive GW-l' and applicable GW-2 and GW-3, Method 1 Risk.Characterization standards are meet.,As such,'environmental conditions represent a condition of"No'Significant Risk"for all potential human exposures and environmental hazards. EMERGENCY SPILL RESPONSE O WASTE SITE CLEANUP O SITE ASSESSMENT Q ENVIRONMENTAL PERMITTING Q LAND USE PLANNING WATER SUPPLY DEVELOPMENT,OPERATION&MAINTENANCE WASTEWATER TREATMENT,OPERATION&MAINTENANCE SEPTEMBER 16,2009 GREENSLADEBEA08-10065 PAGE 2 OF 21 >` IRA COMPLETION/CLASS A2 RAO,RTN 4-21642` x The sum of this information documents regulatory compliance by the PRP and provides the technical rationale and justification for this Immediate Response Action (IRA) Completion Statement with a Class A-2, Resp•onse Action Outcome (RAO) in support of project closure under the Massachusetts Contingency,Plan(MCP) in accordance with 310 CMR 40.0000. This work has proceeded under LSP oversight in a manner consistent with the MCP Response Action Performance Standards (RAPS) pursuant to 310 CMR 40.0191 and the QA/QC policies of BENNETT ENVIRONMENTAL, ASSOCIATES, 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. ENVIRONMENTAL CONDITIONS [Refer to Appendix A] The subject property at'27 Betty's Pond Road is noted as Map 29, Parcel,'84 on the Barnstable Assessor's Maps and is located on the western side of Betty's Pond Road;. approximately 200 feet,nortli of the intersection of Betty's Pond Road and West Main Street-in the village of Hyannis, Town of.Barnstable, MA [Refer to Figure 1]. The UTM=coordinates for the Site are North 4611546 and East 391837. The property contains approximately 0.25 acres of land area and is extensively developed by a one and one-half story commercial building currently ' in use as an auto repair facility. The property also contains a residential dwelling and small outbuilding, which appear to have been abandoned-for several. years. The surrounding area is moderately developed in similar use as characterized by single-family residential properties to the north, residential condominiums to the east and west and business condominiums and other commercial properties to the south along West Main Street. Access to the Site is unrestricted with low frequency/low intensity of use with children potentially,present. The on-Site workers -and visitors to the property are identified as the primary potential human receptors to petroleum hydrocarbon related exposures related to the Site. Hydrologic references indicate groundwater exists at 15'NGVD (+/-) as projected within some, 15' of grade surface wherein regional groundwater contours indicate a southeasterly flow 'direction towards Lewis Bay and Nantucket Sound- beyond [Refer to Figure 2]. During the subsurface investigation at the property groundwater was encountered between 14 and 16' bgs. -Site-specific groundwater flow has a steep gradient to the southwest, towards a drainage ditch immediately west of the subject property and an unnamed stream further west. If the groundwater elevation disparity in the monitoring well (MW-2) closest to the ditch is ignored, groundwater flow at the site has a southeasterly flow direction as consistent with regional groundwater contours. Based on the potential influence of wetlands and zero-head boundaries to' the west, both of these flow directions will be considered within the solute transport modeling. Based on local groundwater flow, the unnamed stream flowing from Fawcett's Pond to the west of the Site represents the primary potential environmental receptor''inconsideration of Method 1 —Risk Characterization. y SEPTEMBER 16,2009 GREENSLADEBEA08-10065 • PAGE 3 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 According to the MA DEP BWSC GIS mapping program, the subject property is not located within the Zone II Protective Radius of a Public Water Supply (PWS), nor is it located within the Zone A protective radius of any surface water reservoir. No private wells are known to exist within 500' of the Site wherein the area is serviced by the Barnstable municipal water supply and'distributioii system. However, the,Barnstable Zoning Map shows the property fully within the Wellhead Protection District; which typically coincides with Zone II delineations. The Mass GIS delineation with maps on a much larger scale appears to inaccurately show the Zone ,II. Regardless, all of Barnstable County.is designated as"a Sole Source Aquifer by definition is categorically a Potential Drinking,Water I Source Area (PDWSA). The area'"is also mapped a medium-yield aquifer. As such, site,workers and visitors are considered the primary potential human receptors for any potential exposures: Based `on this mapping, ;as well as the proximity to groundwater and reported hydrogeologic conditions, the GW-1, GW-2 and,GW-3 groundwater categories"are presently considered under Method 1 Risk Characterization, per 310 CMR 40.0974. Based on Site conditions relative to frequency/intensity of use and accessibility of soils, the S-1/S-2/S-3 (GW 1/GW-2/GW-3) Method 1 — Risk Characterization standards are applicable to soil impact in accordance with the provisions of 310 CMR 40.0975. In review of all foreseeable future uses and activities at the Site,, the most'restrictive S-1 (GW-1/GW-2/GW-3) Method 1 —,Risk Characterization standards are further evaluated: These standards were developed in consideration of potential ingestion, inhalation,dermal contact and environmental exposures, and in review of potential leaching of contaminants to groundwater. BACKGROUND [Refer to Appendix B] In early November 2008, the new tenant of 27 Betty's Pond•Road, Mr. Steve Lynch, was clearing brush around the 275-gallon,fuel oil AST on the southern side of the subject building. Upon clearing the brush and removing a dilapidated structure from around the AST, Mr. Lynch observed soil staining beneath the tank and that the bottom of the AST was wet with fuel. Mr. Lynch wiped down the tank bottom and placed a piece of cardboard and plastic container beneath it to `see if the tank was actually leaking. On November 13, 2008, Ms. Cynthia Martin, the Hazardous Materials Inspector for the Town of Barnstable, was at the property to perform.a hazardous materials inventory. Upon inspecting the fuel-oil tank; Ms. Martin identified it as a leaking tank and ordered the contents.to be removed.. Ms. Martin also contacted the Barnstable Fire Department who responded.to,the scene.: Barnstable Fire Department then in turn contacted the MA DEP, who also responded to the. scene.' Mr. Robert Murphy of the MA DEP, subsequently issued a Field Notice of Responsibility to the,tenant on behalf of the property owner. Based on observed conditions, the MA DEP classified the release as 2-Hour reporting c A SEPTEMBER 16,2009 GREENSLADEBEA08-10065 PAGE 4 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 condition(Sudden Release of Threat of Sudden Release), and assigned Release Tracking Number (RTN) 4-21642 outlining the requirement to engage a-Licensed Site Professional and conduct an Immediate Response Action. Mr. Lynch subsequently contacted Auto•Body Solvent Recovery Corp. to remove the remaining oil from the tank. Auto Body Solvent Recovery Corp. pumped 75-gallons of fuel oil from the 275-gallon tank and disposed of the fuel at Murphy's Waste Oil Service in Woburn, _ MA. The old tank°was removed by Bill Wright of All Needs Environmental Services of Barnstable, MA and was disposed'of at the'Barnstable Transfer Station Recycling Center the following day. A copy of the hazardous waste manifest for the disposal of fuel and the recycling receipt for the AST conducted by the operator, Mr. Lynch, is included for reference in Appendix C. The property owner,' Mr. Jack Greenslade, subsequently contacted BEA 'on November 17,p - 2008 to provide LSP Oversight and professional services. Shortly thereafter, BEA was retained and advised the Town of Barnstable officials and MA DEP of such engagement: ' ENVIRONMENTAL ASSESSMENT [Refer to Appendix B] Soil On December 4, 2008, BEA personnel traveled to the subject property to interview the tenants at the Site and perform environmental assessment activities. During environmental assessment activities on this,date, BEA personnel performed eight hand borings in the area of release [Refer to Site Plan]. Two-foot soil samples were collected from grade, to a maximum depth of 9' bgs. Refusals were•encountered in-several hand .borings during the assessment activities as attributed to filling of the lot for development. The soil samples were placed in 8-ounce glass.jars, sealed with aluminum septa and agitated to develop organic vapors. The soil samples were then field screened for total organic, volatiles (TOV) with a photoionization detector(PID) [Thermo-Environmental 580B OVM, 10.6' eV lamp, calibrated to benzene standard] by "jar headspace" method as consistent with the MA DEP Soils Policy (WSC-94-400).:Field screening of soil samples reported significantly elevated TOV concentrations.from grade,to.9' bgs.- Based.on the initial environmental assessment and field screening conducted, significant soil impact was indicated to 9' bgs in a 9'x 7' area centered ' on the area of the former AST. Representative soil samples were submitted to the laboratory to qualify field results in review of an appropriate remedial response wherein the release is against the building and the abutting property.line-is 11' off the building. At the time of sampling, BEA also collected a soil sample "Stockpile Composite" for TPH analysis in review of waste characterization and disposal options. The,results of initial filed screening of soil samples is presented on Table I. : . SEPTEMBER 16,2009 GREENSLADEBEA08-10065 PAGE 5 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 TABLE I:27 BETTY'S POND ROAD-HYANNIS,MA; RTN 4-21642 SUMMARY OF FIELD SCREENING ASSESSMENT-PID READINGS LOCATION/ DEPTH 'b s HB-1 HB-2 HB-3' HB-4 ,HB-5 HB-6 HB-7 HB-8 f 118 90.5 77.7, ' 22.0 3.1 0-2' refusal 1 139.5 refusal 1' 11.7 refusal 1' refusal 1 refusal 1 25.2 24 NA 138.0 NA 1.0 NA NA NA 14.5 4-6' NA 127.0 NA 3.1 NA NA NA' 14.5 1.7 15.2 6-8' NA 158.0 NA * refusal @ 7 NA NA NA refusal 8 131.7 8-10' NA refusal 9' NA NA NA NA NA NA TPH=Total Petroleum Hydrocarbons,EPH=Extractable Petroleum Hydrocarbons BRL=Below Reportable Limit Shaded areas re resent applicable MCP criteria. Laboratory analytical results received December 12, 2008;reported significant EPH/PAH contamination in the HB-2: 8-9' sample, as substantiating significant impact from grade to at ., least 9'bgs. The Stockpile Composite soil sample,from this boring reported a TPH concentration y • of 8,800 ppm as significantly greater than the strictest S-1/S-2/S-3 (GW-1/GW-2/GW-3),Method l — Risk Characterization thresholds as establishing significant impact to soils within the area of the former AST. TABLE 11: 27 BETTY'SPOND ROAD-HYANNIS,MA; RTN 4-21642.,, SUMMARY OF TPH/EPH LABORATORY ANALYSIS-ENV.ASSESSMENT METHOD 1-RISK CHARACTERIZATION: SOIL [ug/g=ppm] , Exposure Point RESULTS S 1 SOIL STD''' a a S 2 SOIL STD: S-3 SOIL STD: Location&Analyte (µg/g-PPm) I (PB/BPPm) (µ�6 �PPm)a (µPCB PPm) 310 MR,40.0975(6)64) 310 CMR,40.0975(6)(a) 310 CNN 40.0975(6)(a)(depth b s .: GW-1/GW_2/GW-3 >,_ GW-1/GW=2/GW-3 ` aGW=UGW-2/GW-3 Stockpile Comp. ' - TPH 8,800 _ #;,, 11 1000/1 000; ._=,.3 006/3 000l3 060: 3 f - .�5�000%5 000/S OOO�. _ HB-2:8-9' - — —- EPH x. a C9-C18 Aliphatics 1,200 �1 000/1,000/1,000 3 000/3,000/3,000 5,000/5 000/5,000 C19-C36 Aliphatics 350 # 13 000/3,000/3 000 { 5 000%5,000/54000 5,000/5 000%5,000 rc _ :. C11-C22Aromatics 1100 __ 1000/1000%1OO -6— al060/3,000/3,00_0, }.-w,_ 1,000/5000/S,OOQ, x. TB-9:16-18' TPH 3,500 1000/1000 3 000/3 000 t 5,000/5,000 TPH=Total Petroleum Hydrocarbons,EPH=Extractable Petroleum Hydrocarbons BRL=Below Re ortable Limit Shaded areas represent applicable MCP criteria. v SEPTENBER 16,2009 GREENSLADEBEA08-10065 ' PAGE 6 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 Groundwater _ Based on the depth,to groundwater projected,at 12-15' bgs and significant soil impact to at least 9' bgs, a threat to groundwater was determined to exist at the Site. As such, BEA returned to the Site on January 8, 2009 to direct test borings and the installation of monitoring, wells as performed by' Jenkins Well Drilling of Brewster,•MA [Refer to Site Plan]. Boring locations were selected as based on presumed groundwater flow direction, proximity to the release area and as intermediate to identified receptors., A test boring (TB-9) was advanced to depth first as clearly downgradient and offsetting,HB-2 to establish if.groundwater impact was present. Continuous split spoon sampling was conducted to the groundwater interface at 15.5' bgs with no impact.observed. Additional split spoon soil samples were collected below the groundwater interface from 16-18' bgs and 18-20' bgs with olfactory evidence of petroleum impact noted. TOV concentrations in the 16-18''bgs sample reported 60 ppm indicating significant impact below the groundwater interface. The,16-18" soil sample,was collected and preserved and iced for TPH "fingerprint' analysis'to qualify the source and magnitude of such impact. At this location immediately outside the area of proposed excavation; a test well, TW-1 Was set. The augers and sampler were decontaminated and additional borings were conducted for the placement of additional monitoring wells. Test boring TB-10 (MW-2) was located to the .southwest of the release as potentiallydowngradient and intermediate abutting condominium and the un-named stream. Test boring TB-11 (MW-3) was located to the southeast of the release area as potentially downgradient and intermediate to abutting residential dwellings and Aunt Betty's Pond beyond. Test boring TB42 (MW-4) was located in an assumed iipgradient location off the northwest corner of the building. Discrete soil sampling and field screening at these other test boring locations (MW-2,,MW-3,.and MW-4) reported no,elevated TOV concentrations and were consistent with background conditions as indicating no'significant soil or groundwater impacts [Refer to Geologic Borehole Logs, Appendix B]. 'The monitoring wells were 'finished above r grade with locking aluminum caps before Jenkins Well Drilling departed the Site. BEA personnel subsequently taped-in the monitoring wells for site plan development. BEA finished the day by recording static water level measurements and establishing top-of-casing elevations towards groundwater flow determination. BEA returned to the subject property on January 12 2009 to conduct monitoring well development and sampling. Upon arrival, static water levelmeasurements were recorded at each monitoring well towards purge calculations and Site-specific groundwater flow,determination,, [Refer to Appendix B]. BEA personnel,surveyed the top-of-casing elevations to a common! vertical datum in order to qualify local,groundwater flow direction. Each of the monitoring wells was then developed and subsequently sampled in review of•environmental impact and risk characterization. Temporary well TW-1 was sampled for ,EPHY and VPH including target ,Y SEPTEMBER 16,2009 - GREENSLADEBEA08-10065 PAGE 7 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 y analytes. The remaining monitoring wells were sampled for TPH as screening tool far the presence of petroleum hydrocarbons. The groundwater samples were collected in.appropriately preserved laboratory containers for EPHNPH/TPH analyses and field preserved on ice. ' Static water-level measurements established local groundwater flow to the southwest towards a drainage ditch immediately west of the subject property and an unnamed stream further west. By discounting.the westernmost monitoring well (MW-2), groundwater flow at the site has , a more subtle southeasterly flow direction: As previously indicated;both of these flow directions will be considered,during solute,transport modeling. Groundwater gauging and the calculated local groundwater contours confirmed the utility of monitoring well TW-1 as directly downgradient from the.release area and within 3 feet(+/-) of the.area of impact. Results of laboratory analysis were received onVanuary 20,.2009.' Concentrations of EPH C11 to C22 fractional aromatics were.reported in TW-1 at 320 ug/L, above^the applicable GW-1 Method 1 Risk Characterization Standards. Concentrations of EPH fractional C9 to C18 Aliphatics were also reported at 590'ug/L, as well as the PAH Phenanthrene at 0.5 ug/L, below the respective the GW-1 Standards. Concentrations of VPH fractional C9 to C10 Aromatics were also reported in TW-1 at a concentration.of 26 ug/L, below the applicable GW-1 standard. Concentrations of fractional EPH, VPH and all target analytes, as well as concentrations of7TPH in all other wells were reported asBRL: ADDITIONAL ENVIRONMENTAL ASSESSMENT Soil On February 13, 2009 BEA personnel returned,to the Site_ to perform'hand borings beneath the concrete floor inside the subject building. The.purpose of the assessment was to determine the magnitude of impact beneath the subject building for consideration of structural shoring for proposed excavation activities. A hole-was drilled in the concrete floor with a concrete flooring bit and hand boring HB-13 and HB-14 were advanced within,the subject building adjacent to the area of release. Two-foot'soil.samples were collected from grade, to'a maximum depth of 9' bgs. -Refusals were ,encountered in both hand borings during the assessment activities as attributed to filling of the lot for development., The soil samples were,placed in 8-ounce glass jars, sealed with aluminum septa and agitated to develop organic .vapors. The soil samples were then field screened for total organic volatiles (TOV) with a photoionization detector (PID) [Thermo Environmental 580B OVM, 10.6 eV lamp, calibrated to benzene'standard]'by "jar headspace" method as consistent with the MA DEP Soils Policy (WSC44-400). Field screening of soil samples reported low TOV concentrations,from grade to 5' bgs. A single soil sample (HB-13:0-5') was submitted to a MA certified laboratory for total petroleum hydrocarbons(TPH) analysis. . Results of the laboratory 4 SEPTENMER 16,2009 GREENSLADEBEA08-10065 PAGE 8 OF 21 ' IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 analysis were received on February 24, 2009. The results reported no concentrations of TPH above the method detection,limits of the analysis4ndicatirigno.significant impact to subsurface soils below the building slab from 0-5'. This information was used to allow the contractor to modify their proposals in consideration of shoring requirements. , Groundwater On March 24, 2009 BEA F personnel returned to the Site to install an additional groundwater monitoring well, downgradient of the area of release. Jenkins Well Drilling of Orleans, MA performed the test boring and monitoring well installation. The new monitoring well (MW-5) was installed on the southern abutting property (52 West Main St.) subsequent to the negotiation of an access agreement with the property,owners. Monitoring well MW-5 was installed in the paved parking lot in the northern portion of the abutting property within 10' of the release area. BEA personnel returned to the Site on April 28, 2009 to perform quarterly groundwater` sampling ahead of construction activities scheduled for May 1, 2009. The newly installed MW-5 well was, developed by removing ten-times the well volume and then purged to parameter stabilization, the remaining wells were purged until parameter stabilization prior to sampling.' Temporary well TW-1, monitoring well MW-2 and MW-5 were sampled for EPH,and VPH.-" , including target analytes. Monitoring wells MW-3 and MW74 were sampled for TPH as screening tool for.the presence'of petroleum hydrocarbons. 'The groundwater.samples were, , collected in appropriately preserved laboratory containers for EPHNPWTPH analyses and field' preserved on ice. `} Results of laboratory analysis were received on'May412, 2009.. Concentrations of VPH fractional C9 to C10 Aromatics were reported in TW-1 at a concentration of 22 ug/L, below the applicable GW-1-standard. Concentrations of fractional EPH, VPH and all target analytes, as well as concentrations of TPH in all,other wells were reported as BRL. SITE DESCRIPTION - The environmental testing,of,soils and groundwater outlined above established the extent of soil and groundwater impacts as used to define the Site as a portion of the subject property and southerly abutter. The defined Site under RTN4-21642 is an approximate 600 square foot area includingthe hand boring locations HB-1 to HB41,'HB-13 to HB-15 and monitoring wells TW- 1, MW-2, MW-3 and MW-5 on the southern end of the subject property and a small portion of the abutting property common sideline as shown on the Site Plan in Appendix A. SEPTEMBER 16,2009 GREENSLADEBEA08-10065 PAGE 9 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 REMEDIAL RESPONSE/ENVIRONMENTAL MONITORING [Refer to Appendix B] On May 1, 2009 BEA personnel traveled to the Site to 'provide technical assistance, inspect"and document'the mechanical removal of fuel oil impacted soils by Global Remediation Services,Inc. Subsequent to shoring the concrete slab foundation of the site building north of the area of excavation and a concrete-retaining wall south of the area of excavation, soil removal operations were initiated. Contaminated soils were excavated from the area of impact and loaded directly into the back of two waiting dump trucks for:direct transport to the Aggregate Industries' South Dennis facility. The excavation was advanced`to 'a 'depth of 8' within the defined area of impact and representative sidewall and bottom of hole samples were collected from 0-8' bgs for field- screening of total organic vapors (TOV) with a photoionization detector (PID). TOV concentrations,reported-115.5 ppmv in the,bottom of hole @8' indicating additional soil removal to depth. The sidewall samples reported`'TOV concentrations from 4.8 ppmv on the north' sidewall to 1.3 ppmv at the southern and eastern sidewalls.as indicating sufficient lateral extent of excavation. Subsequent to sample collection, a shoring box was installed to advance the excavation vertically to the groundwater,interface. After setting the 10' x 7' x 8' shoring box in the excavation, it became hung up on"a, portion of the-concrete slab foundation in the northern portion of the excavation. As such Global personnel were unable to advance the shoring box any deeper and excavation activities were.suspended pending advancing the shoring box. Some 38.5 tons of impacted material were transported to Aggregate Industries for asphalt batching recycling on this date (May 1, 2009) and the excavation was covered with poly sheeting and fenced off for safety purposes over the weekend. BEA personnel returned to the Site the following Monday to continue soil removal- operations. Global personnel were`able to free the trench box in order to advance the excavation to .depth. The operator was instructed to expand the east and west sidewall areas and to dig deeper into the excavation,through the bottom of hole,area. Subsequent to sending an additional load of impacted soil to the asphalt batching facility, soil samples were collected from 0-3' bgs from the eastern and western sidewalls and screened in the field with a PID. No concentrations of TOVs were detected from representative east or west sidewall samples above the detection limits of the instrument. However, significant impact'remained in the bottom of hole areas and northern sidewall area based on sigmficant TOV concentrations observed. Because almost 35 cubic yards of impacted soil had already been transported off-Site, it was apparent that additional soils needed to be removed and the MA DEP was,contacted (Andrew Jones, Case Officer) for verbal authorization to remove an additional.20 cubic yards of impacted soil. Authorization for the removal of up to 55 cubic yards of impacted soil was granted and the excavation continued. Additional soils were removed from the northern sidewall by hand, as well as additional material from the bottom of hole area. SEPTEMBER 16,2009 GREENSLADEBEA08-10W PAGE 10 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 BEA personnel instructed the operator to dig deeper into the excavation and extend the bottom of hole area to 13' bgs. Samples were then•collected from the representative sidewall (8 13') and bottom of hole (@13') areas and,screened in the field with a PID. TOV concentrations ranged from 95.3 ppmv-at the northern sidewall to 1.3 ppmv at the eastern and western sidewall areas and 40.8 ppmv at the bottom of hole area. A"Dexsil PetroFlag field test was run on the TOV biased BOH@13' ;Sample as well as.the SW-N: 8-13' sample. The PetroFlag analyzer reported TPH concentrations of 120 mg/Kg and 1344 mg/Kg, respectively. At this point, field- testing indicated risk standards were met and closure objective had been reached. Additional excavation to background could not be conducted without endangering the'structural integrity of } the subject building. As such, BEA submitted the confirmatory soil samples for MA Certified analyses of petroleum hydrocarbon concentrations to qualify risk and remedial response performance. Select soil samples from the S-I, S-2 and S-3,soil categories'from representative sidewall.and bottom-of hole areas were submitted for risk-based EPH/PAH and VPH/BTEX analyses as well as TPH analysis as a cost-saving measure. ,?Based on the field screening results the sample from the northern sidewall (SW-N: 3=13') and the bottom of hole (BOH@13') were submitted for EPH/VPH with target analytes on a priority (five-day) turnaround. The remaining samples were submitted for TPH analysis on a two-week turnaround. BEA received the laboratory results from the northern sidewall area and bottom of hole area on May 7, 2009. The laboratory data reported al1.EPH and target PAH as well as VPH with target BTEX analyte concentrations as below the applicable S-1,'S-2 and S=3/ GW-I,,GW-2 and GW-3, Method 1 - Risk Characterization Standards. Low-level residual fractional VPH concentrations were detected iwboth the northern sidewall sample as well as within the bottom of x; hole sample. Additionally low-level 'residual fractional EPH -and 2-Methylnaphthalene concentrations were,reported in the northern sidewall.sample. The results from the remaining sidewall samples were reported on May 11, 2009. Results.of TPH analysis from the remaining sidewall samples reported no concentrations of TPH above the method detection limits of the analysis with one exception. The eastern sidewall sample from 3-13' bgs (SW-E: 3-13')reported a TPH concentration of 170 ..-.0m; below the; applicable S-2/GW-1 Method 1 Risk Characterization Standard of 200 ppm. As such, laboratory analysis of soil samples at the extent of excavation represent a condition of "No Significant Risk" under the Method 1 — Risk Characterization criteria`for human ingestion, inhalation and direct contact exposures, and potentiality for leaching to groundwater and environmental impacts. Results of laboratory analysis are summarized in Table III below. ti K SEPTEMBER 16,2009.' GREENSLADEBEA08-10065 PAGE 11 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 TABLE III:27 BETTY'S POND ROAD-HYANNIS;MA;RTN 4-21642 SUMMARY OF EPH/VPH/TPH LABORATORY ANALYSIS- METHOD 1-RISK CHARACTERIZATION: SOIL [µg/g=ppm] Exposure Point RESULTS S-1 SOIL STD. S-2 SOIL STD. S-3 SOIL STD. Location&Analyte ,(µg/g=ppm) (µg/g=ppm) (µg/g=ppm) (µg/g=ppm) 310 CMR 40.0975(6)(a) 310 CMR 40.0975(6)(a) 310 CMR 40.0975(6)(a) GW-1/GW-2/GW-3 GW-1/GW-2/GW-3 GW-1/GW-2/GW-3 SW-N:3-13' EPH it C9-C18Aliphatics ' 65 1,000/1,000/1,000 3,000/3,000/3,000 f5,00015,00015,000 C19-C36 Aliphatics 35 3,000/3,000/3,000 5,00015,00015,000 y 5 000/5,000/5,000 CI1-C22 Aromatics 71 1,000/1,000/1,000 1,000/3,000/3,000 1 000/5 00/5,000 TargetPAHs(Detects only) e 2-Metb lna hthalene 0.66 0.7/80/300 0.7/80/500 . SW-N:3-13' f VPH 100/100/100 50015001500 500/500/500` C5-C8 Aliphatics BRL(<l.l) , C9-C12 Aliphatics 15 1,000/1,000/1,000 3000/3,000/3,0005 000/5,000%5,000 100/100/100 300/500/500 300/500/500 C9-CIO Aromatics 15" � Target BTEX ^ - MtBE BRL(<0.5) 0.1/100/100 0.111001500 1/100/5.00 Benzene BRL(<0.11) 2/30/30`- 2/200/200 2/700%400 _ .. Toluene BRL(<O.11) 30/500/500 30/1,00/1,000' ° 30/2,000/3,000 40/500/500 40/1,000/1,000 40/1000/3,000 Ethylbenzene BRL(<O.11) m/p-Xylene BRL(<0.11) 400/300/500 400/300/1,000 ;400/306 3,000 400/300/500 400/300/1,000 400/300/31000 o-Xylene BRL(<O.11) L 4/40/500 4/40/1,000 4/40/3,000 Naphthalene BRL <0.53 BOH@13' x k EPH a ` C9-Cl8 Aliphatics BRL(<30) 1,000/1,000/1,000 3 000 3,000/3 000 5,00015,00015,000 C19-06 Aliphatics BRL(<30) 3,000/3,000/3,000 5 065_'600/5,000 5,00015,00015,000 C11-C22 Aromatics BRL(<30) z 1,000/1,000/1,000 <1,060 00-0/3,000 1,00015,00015,000 TargetPAH All Target Anal es BRL <0.50 >_0.7/0.7/0.7 >_0.7/30/10 BOH@13' VPH ;. : C5-C8 Aliphatics BRL(<1.1), 100/100/100 500/500/500 50015001500 C9-C12 Aliphatics 2.9 +% 1,000/1,000/1,000 3000%3,000/3,000 5,00015,00015,000 C9-C10 Aromatics 3.6 100/100/100 300/500/500 300/500/500 - w SEPTEMBER 16,2009 GREENSLADE/BEA08-10065- PAGE 12 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-216412 ` TABLE III:27 BETTY'S POND ROAD-HYANNIS,MA;RTN 4-21642 SUMMARY OF EPH/VPH/TPH LABORATORY ANALYSIS- METHOD 1='RISK CHARACTERIZATION: SOIL [µg/g=ppm] Target BTEX MtBE BRL(<0.5) 0.1/100/100 01%100/500 0.1/100/500 2/30/30 2/400/200" 2/700/900 Benzene BRL(<O.11) s _ 30/300/500 30/300/1000 30/2,000/3,000 Toluene BRL(<O.11) Ethylbenzene BRL(.411) ` 40/500/500 = &40/1 000/1 000 40/1,000/3,000 400/300/500 a 4 00/300/1 000 400/300/3,000 m/p-Xylene BRL(<O.11) o-Xylene BRL(<0.11) 400/300/500 400/300/1 000 400/300/3,000 a hthalene BRL <0.54 4/40/500 a :14/40/000 4/40/3,000 " SW-W:0-3' r. 1000/1000/10,00 3,000/3,000/3,000 5,00015,00015,000 TPH BRL <62 SW-W:3-13' . , . TPH BRL <60 ' 1,000/1,000/1,000 -3 000 0006,000 5,00015,00015,000 SW-E:0-3' TPH BRL <65 1 000/1,000/1 000 3,000/3,000/3,000 5,00015,00015,000 SW-E:3-13' ; TPH 170 1,000/1,000/1,000 3 000/3,0a0/3,0010 ' 5,00015,00015,000 SW-S:4-13' BRL <61 1,000/1,000/1,000 3 0006,000/3 000Y r 5,000/5,000/5,000 TPH BRL -- TPH=Total Petroleum Hydrocarbons,EPH=Extractable Petroleum Hydrocarbons VPH=Volatile Petroleum Hydrocarbons,BTEX=Benzene/Toluene/Ethylbenzene/Xylene BRL=Below Reportable Limit Shaded areas represent applicable MCP criteria.`'. Subsequent to the receipt of confirmatory analytical as meeting project closure objectives, BEA directed Global personnel to install a sub-slab SVE-style venting system, as set in washed stone aggregate, as concurrent with backfill and restoration.. The sub-slab venting system, constructed of perforated Schedule 40 PVC laterals; set at approximately 11' bgs and plumbed,to a solid PVC riser, was prescribed to vent residual TOVs from the area of excavation. BEA personnel returned to the subject property in June 2009 to perform quarterly groundwater monitoring in review of xisk-characterization and to qualify the effect of source removal on the shallow aquifer. Low-flow groundwater sampling was employed-as consistent with previous monitoring. Static water level measurements' reported a general southwest groundwater flow direction as consistent with previous gauging. Monitoring well MW-4 was sampled for TPH based on its position as upgradient from the release area wherein no impacts were anticipated,'nor previously,documented. Monitoring'wells MW-2 and MW-5 were sampled e 1 SEPTEMBER 16,2009 GREENSLADEBEA08-10065. PAGE 13 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 for EPH/VPH and target analytes in review of potential exposure risks. Monitoring well TW-1 was destroyed during'the..excavation activities and monitoring well MW-3 south of the area of excavation and cross gradient to the area of release was not found and was also assumed destroyed by the excavation activities. The sub-surface venting system was scanned with a PID to screen for any residual TOVs in subsurface soils at the time of groundwater sampling. Results of the PID screening reported no concentrations of TOVs above the instrument detection limits. Results of laboratory analysis were reported July 1, 2009. Laboratory analytical results reported all TPH/EPHNPH and target analyte concentrations as BRL wherein the reporting limits were less than or equal to the strictest ' GW-1/GW-2/GW-3, Method-1 —Risk Characterization thresholds. Global Remediation was subsequently,, contacted regarding monitoring well MW-3. Global personnel indicated that to avoid running:-over,the, well during backfilling.activities, the, well was cut down approximately 1' and buried. . BEA personnel returned to the Site,on July 6, 2009 to locate and sample the well. The monitoring well was located approximately 1.5' bgs off the southeastern corner of the subject building. MW-3.was sampled form EPH and VPH with all . target analytes. BEA personnel again screened°the sub-surface.venting system with a PID to detect any residual TOVs in;subsurface soils. • the of the PID screening again reported no' concentrations of TOVs above.the -instrument -`detection limits (< 0.2 ppmv). Laboratory analytical results from MW-3 were reported on July 21, 2009. Laboratory results reported all- concentrations of fractional VPH and EPH and all target analytes as BRL. BEA returned to the Site on August, 12, 2009, to' perform , additional -quarterly groundwater sampling in review'of risk--characterization and project closure objectives relative to seasonal variations and projected solute pathways. +Groundwater gauging reported a southern flow direction as consistent with all previous monitoring. Monitoring well MW-5'was sampled for TPH and VPH with target BTEX analytes. The remaining monitoring wells were sampled for' TPH. The'sub-surface venting system was again screened with a PID for any residual TOVs in subsurface soils. Results of the PID.screening continued to report no concentrations of TOVs .above the instrument detection limits (<.0.2 ppmv). Results of the August groundwater-sampling event were reported on August 25, 2009. Laboratory analytical results reported all TPHNPH,and target analyte concentrations in all wells as BRL wherein the reporting limits were less than'or equal'to the strictest GW-1/GW-2/GW-3, Method 1 — Risk Characterization thresholds. I As such, laboratory analysis of groundwater af-- the site represents a condition of"No Significant Risk"to ingestion, inhalation and direct contact exposures to humans and environmental receptor. :Results'of laboratory analysis are summarized in Table IV below. r ' SEPTEMBER 16,,2009 GREENSLADEBEA08-10065 PAGE 14 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4=21642 TABLE IV.27 BETTY'S POND ROAD-HYANNIS,MA; RTN 4-21642 SUMMARY OF EPHNPH/TPH LABORATORY ANALYSIS-ENV.MONITORING METHOD 1-RISK CHARACTERIZATION: GROUNDWATER[ug/L=ppb] Exposure Point RESULTS ' RESULTS RESULTS ..•RESULTS GW 15 D R t�GW-z S D: GWr3 STD. Location (µkg-PFm) (µ€/g=PPm) (µkg-PPm) (N€)g-PPm) E (µme PPm) k(µP =Pik) (u =P ° 310 CMR 310 CMR . 310 CMR (depth below grade surface 1/12/2009 4/28/2009 6/19/2009 8/25/2009 40`0973 6 a,M 40.0975 6 .a 40 0975 6 a TW-1 EPH C9-C18 590 BRL(<510) Destroyed Destroyed 00 i 5 000 50,000. C19-C36 BRL(<500) BRL(<510) 13'14 000. ° § NAB '; '50,000, Cll-C22 320 BRL(<150) 200 ,t 50,000 5,000 4.a Targets(detects only) r Phenanthrene 0.5 AR BRL <0.5 NA _ .100001 TW-1 VPH . C5-C8 BRL(<20) BRL(<20) Destroyed Destroyed ,; -1300 Y:,'' --3,000 '50,060 r C9-C12 BRL(<20) BRL(<20) 700 5,000' 50,000 C9-C 10 26 22 u "s 200 4° 7,000 50,000,, All Targets BRL <51 BRL <5 _Vanes Vanes__ - _Varies_—� MW-2 TPH TPH ; # EPH BRL(<200) BRL(<200) 200' 300 5,000 C9-C18 BRL(<512) BRL(<510) 700 5,000 450,000, B C19-06 BRL(<520) BRL(<510) 14 000. NA �s 50,000 ~ Cll-C22 BRL(<150) BRL(<150) lll" _200,= 50,060. a'5,000 Cr .. :. a All Targets BRL <0.5 BRL <0.5 �,'xgdhes�_-�L�Wanes -.varies - _ err--•.r__:.,..:.. --�-��,.2..,�..,•Y-�-- �-.�:_". VPH NA NA ' C5-C8 BRL(<20) BRL(QO) 309 3;000; 50,000 C9-C12 BRL(<20) BRL(<20) 700'Tf 5,00Q� 50,000.' C9-C10 BRL(<20) BRL(<20) ,`200. 7,000 50,000 AllTargets BRL <5 BRL <5 __.._=Vanes+_ _.,Vanes _.,--Varies,- MW-3 TPH TPH TPH �— EPH BRL(<200) BRL(<200) - (716109) BRL(<200) x 200 200 5,000 C9-C18 BRL(<500) 700 5,000 50,000 C19-06 BRL(<500) n°; '14 000 NAB .:50,000 C11-C22 BRL(<150) -200 + `50,000 F 5,000' All Targets BRL <0.5 sue, van s _zrvanes_4 y_ ,_:varies _ MW-3 VPH NA NA (16109) NA C5-C8 BRL(<20) 30Q_ ,:3,000' _-__50,000 SEPTEMBER 1k 2009 GREENSLADEBEA08-10065 PAGE 15 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 TABLE IV: 27BETTY'S POND ROAD-HYANNIS,MA;RTN 4-21642 SUMMARY OF EPH/VPH/TPH LABORATORY'ANALYSIS-ENV.MONITORING METHOD 1-RISK CHARACTERIZATION: GROUNDWATER[ug/L=ppb] C9-62 BRL(<Lo) t 700 5;066 ` 50,000 C9-C10 BRL(<20) 00 s' 7,Oa0 SQ 000` All Targets -BRL <5 '_Uazies Vaiie's.. :.,.,..lVaries_, MW-4 TPH BRL <200 BRL <200 BRL <200 BRL <200 '200 =200 5,000 - MW-5 TPH - € EPH NA BRL(Q00) 200 200 5,006 „ a ' � � tit C9-C18 BRL(<510) BRL(<500) t ;..'00 5,000 > 90,000 g' - r 09-06 BRL(<510) BRL(<500) 14 NA ' '50,000 C11-C22 BRL(<I50) BRL(<150) 200 50,000 5,000 All Targets BRL <0.5 BRL <0.5 _v'anes_ -a,vanes � wanes'Lt MW-5 _ $� VPH NA ,+ C5-C8 BRL(<20) BRL(<20) BRL(<io) 300 3,000: 30,000 C9-C12 BRL(<20) BRL(<20) BRL(<20) T00- 500 f So*6. C9-CIO BRL(<20) BRL(<20) BRL(<20) 709 7,000 50,000 :zy All Targets BRL <S BRL <5 BRL <5 —_Viihes wanes iVaries, T?H=Total Petroleum Hydrocarbons EPH=Extractable Petroleum Hydrocarbons,PAH=Polynuclear Aromatic Hydrocarbons VPH=Volatile.Petroleum Hydrocarbons,BRL=Below Reportable Limit Shaded areas represent applicable MCP criteria' RISK CHARACTERIZATION/IMA'IINENT HAZARDS [Refer to Appendix D] Soil As presented, the S-1, S-2 and S-3 (GW-1/GW-2/GW-3) soils categories are applicable in ` consideration of Method.1 - Risk Characterization, as consistent with the provisions of 310 CMR 40.0933. These standards were developed to evaluate potential ingestion (S-1), inhalation (S-2) and environmental'(S-3)'exposures, and in consideration of potential leaching of contaminants to , groundwater(GW-1/GW-2/GW-3). For the purposes of risk characterization,the most restrictive ` S-1/S-2/S-3 (GW-1/GW-2/GW-3), Method 1 - Risk Characterization standards are considered in review of ingestion, inhalation and dermal contact exposures related to foreseeable future uses and activities at the Site. Subsequent to the completion of contaminated soil removal, laboratory analysis of end point sidewall and bottom of hole samples. has' reported all EPH/PAH and VPH/BTEX SEPTEMBER 16;2009 e GREENSLADEBEA08-10065 PAGE 16 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 concentrations as significantly less than the strictest S-1/(GW-1/GW-2/GW-3), Method 1 - Risk Characterization thresholds. As such; laboratory analytical data compared to Method l Risk Characterization Standards, ha ' demonstrated that no imminent or Substantial Hazards are present, and that a condition'of No Significant Risk is appropriate and applicable to soils at the Site by a preponderance of physical evidence. Groundwater Based on the PDWSA designation and proximity to groundwater and the depth to groundwater as being less than 15' bgs and within 30' of an occupied building, the GW-1, GW-2 and GW-3 groundwater categories :are applicable',in consideration ,of Method 1 - Risk Characterization, as consistent with the provisions of 310 CMR 40.0932. These standards were developed to evaluate potential ingestion(GW-1), inhalation(GW-2) and environmental (GW-3) exposures. Groundwater sampling and associated laboratory analysis during preliminary assessment activities reported significant impact in'monitoring-well TW-1 above the applicable GW-1 Method 1 Risk Characterization Standards, as directly downgradient from the release area prior to soil removal. Subsequent to the removal of impacted soil at the site,-results of groundwater analysis for the three quarterly rounds of groundwater sampling reported all'concentrations of TPH, fractional EPH and target PAHs and fractional VPH and target BTEX analytes as BRL or significantly below the applicable GW-l;GW-2 and.,GW-3, Method 1 - Risk Characterization Standards for . all groundwater monitoring wells at the Site. Aquifer characterization shows that monitoring well MW-5 as immediate aowngradient and adjacent to the area of soil removal is representative of groundwater impacts with quarterly testing though`the estimated solute time of travel. In all cases, the reporting limit concentrations are lower than the most stringent GW-1 and applicable GW-2 and GW-3, Method 1.—Risk Characterization standards. Ambient Air The VPH .analysis conducted on end point:soil- samples reported all target VOC _concentrations as BRL wherein the reporting limit.concentrations are below the most restrictive S-1/GW-1, Method 1 — Risk Characterization Standards. In addition, the most recent groundwater analysis reports VPH/EPH/TPH and target analytes as BRL wherein-the reporting limit concentrations are below the GW-2, Method l — Risk Characterization standards. These' standards are developed in consideration of potential vapor entry into the building and as such no. degradation of air quality is indicated by these sampling results. In further consideration of potential VOC impacts to ambient air, the vent for the structure venting ,system was screened with a photoionization detector (11.2 eV lamp) as consistent with "... Soil-Gas PID/FID Screening Levels for Evaluating Indoor Air Impacts" d $ i SEPTEMBER 16,2009 ^ $ GREENSLADEBEA08-10065 .sV PAGE 17 OF 21 3„ 'IRA COMPLETION/CLASS A2 RAO,RTN 4-21642,, ^.: within the MA DEP Policy WSC-02-41,1 (10/31/02). :�TheE. vent was screened with a'PID and TOV concentrations were reported as less than the strictest response standard.(ethylbenzene) for a the instrument used as calibrated to a�benzene standard wfth lsobuiylene gas. In accordance with the provisions,of Section,4.3:1.1 of the above referenced�policy,,,no indoor air impacts were ry^ indicated by this testing and_'no furthef,testing was`deemed necessary to support the findings No Significant Risk`associated'with potential inhalation hazards associated'with the subject release and Site conditions. ' DATA USABILITY ASSESSMENT & REPRESENTATIVENESS EVALUATION The following presents a discussion of the Site information'used to'support the RAO as . a required by 3 10' CMR' 40.1056 2 k . and'incorporating the 'guidance provided I in,Mass DEP Policy WSC-07-350. .It provides an evaluation and demonstration of,the adequacy of the spatial and temporal data sets used to support the.RAO._and.makes, conclusions on-the.accuracy, precision and sensitivity of the data used: '. Conceptual Site Model In November 2008 the.teriant discovered a'leaking fuel oil°AST7 the site while clearing,. brush from the southern portion of the property. The fuel oil had been released to the ground • ' adjacent to the southern wall'of the subject building and infiltrated,underlying soils. The fuel oil . mobilized vertically as significantly impacting underlying,soils,to,groundwater at'a`depth of I , approximately 15' bgs ;and; possibly, into the groundwater table,,to as deep .as 18' bgs: Groundwater impact, marginally above,the applicable`,GW-1 Method 1,Standards�was reportedin - a single monitoring well',,TW-1,-,located within.3' of the release area, during a"single monitoring event. Contaminated soils were-excavated from the"area`of release and transported directly to:a licensed asphalt-batch facility. Based°on field screening and laboratory analytical, excavation operations resulted in the effective -removal of all 4significar t soil impact. Subsequent Ito" contaminated soil removal, groundwater, monitoring a -,reported concentrations of all TPH/EPH/VPH and target analyies as' BRL or significantly less than the strictest'GW4/GW 2/GW-3. Method 1 — Risk Characterization siarfdards.•',Contaminated soil removal also resulted in°decreased TOV-concentrations in`indoor air and soil;gas so„,as:not to represent a threat to indoor air quality degradation. As such, no Significant Risk exists at the Site due to the effectivey, source removal and remedial response actions undertaken. Field Screening , sg �y PID screening and field observations were-used to qualify sig'nificanfimpact'in soils and to make informed dynamic decisions in the field in advance of.,submitting,samples for MAT `Certified analyses. In some cases, Dexsil PetroFlag:testing was `conducted -to qualify TPH concentration in the field. Samples 'with higher-levels _of odor`ori*PID TOV readings were ' ��s,, fie.. b•, .. e , '"-.' SEPTEMBER 16,2009 x GREENSI:ADEBEA08-10065 PAGE 18 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 assumed more contaminated than those samples with lower levels. Comparison of visual,- olfactory observations and PID screening indicates the screening data roughly correlates with the analytical data. Sampling Locations Hand boring. locations for environmental assessment of petroleum hydrocarbon concentrations in soils were selected as based on proximity to the point of release wherein sandy soils facilitated general uniform infiltration routes in all directions from the subject UST. Based on the magnitude of significant impact and the.hand boring locations, an approximate T x 9' x 18-'(D) area of impact was qualified as the target of prescribed soil-removal operations. Removal was begun at the release source and progressed to clean soil. PID screening and Dexsil field- testing were used to-qualify the extent of contaminated soil removal, which was shallower than expected at 13' bgs. Based on PID-screening data, the worst-case TOV-biased soil samples were preserved for, risk-based,,EPHNPH and target analyte` analyses. :. Seven. soil 'samples were collected for analyses from the extent of soil removal as above'groundwater. Field duplicates or trip,blanks were not collected or considered necessary because the disposal Site was small, the, removal operations had produced clean conditions and QA/QC protocols were employed and, documented. After collection, the samples were placed in appropriately preserved laboratory containers and stored on ice in a cooler, and subsequentlywithin a refrigerator,pending shipment to the laboratory under,a properly executed chain-of-custody. , Temporal Data Soil 4ata indicates that the #vertical migration,'of fuel oil was limited to 13' bgs wherein laboratory analytical results for the end-poirit'bottom-of-hole sampling reported all' EPH/PAH concentrations as BRL and all VPH/target analyte concentrations as significantly less than the strictest S-1 (GW-1/GW-2/GW-3), Method1 — Risk Characterization thresholds. Groundwater impact marginally above the GW-1 Standard was reported in a single well (TW-1) , at the Site. Subsequent sampling events reported diminished concentrations, below the standards at TW-1. All other groundwater-monitoring wells at the Site reported no concentrations of petroleum hydrocarbons above method detection limits in any of the four rounds of sampling. Laboratory analytical data and soil.gas screening results indicate that future indoor air quality will not be impacted as a result of low-level residual impact along the extent of excavation. Therefore, temporal groundwater data over three quarters .was relied upon as sufficient representing environmental impacts associated with seasonal groundwater variations. Temporal data for endpoint samples at the completion of excavation were not necessary wherein no significant discrete exposures-were identified in soils and groundwater testing was reported as BRL. b i SEPTEMBER 16,2009 GREENSLADEBEA08-10065 ' PAGE 19 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 Field Completeness j The analytical data set is complete. -Data from the'four sidewalls and the bottom-of-hole was obtained as,representing the extent of significant impact and the limits of contaminated soil removal. Data from the monitoring well network was;developed over four consecutive quarters as representing groundwater conditions over time, wherein petroleum hydrocarbon concentrations are reported as significantly.less than the applicable and most restrictive GW- 1/GW-2/GW-3, Method 1 —Risk Characterization standards. The complete data set supports the RAO wherein all QA/QC thresholds and Presumptive Certainty requirements were met. Data Inconsistency ° No inconsistent data was identified., Visual observations, odors and field screening were generally well correlated. No significant inconsistency_was identified between the field screening of end-point soil samples and their respective laboratory analyses. Data Not Used The complete analytical data set associated with confirmatory end-point soil samples was used to support the RAO as representative of Site and environmental conditions subsequent to the excavation of significantly ,contaminated soils. Analytical data associated with soil assessment, as representative of the identified impact, was used for disposal characterization. T Field screening of significantly impacted soil samples collected during environmental assessment_, was used to select appropriate soil samples for laboratory.analysis in review of remedial response actions and risk characterization.., Data Usability The analytical data used was validated and justified as representative of environmental conditions. Sidewall and bottom of hole soil samples at the extent of excavation were collected as representing discrete exposures in,representative soil categories as a measure of frequency and intensity of use. Additionally, well gauging and .pump testing were used to qualify that the location of TW-1 and MW-5 were clearly downgradient and analytical testing was done through the projected solute time of travel as representative of groundwater conditions and potential environmental impacts. Based on the nature of fuel oil as lighter than water and temporal considerations and proximity of testing relative to distance from the release area to the downgradient wells, the installation and testing of partially penetrating monitoring wells was appropriate and representative of groundwater conditions without the need for vertical profiling. The methods utilized (PID soil screening, TPH/EPHNPH) all respond to the contaminants of concern identified in the release and are appropriate for a release of 92 fuel oil. SEPTEMBER'16,2009 GREENSLADEBEA08-10065 PAGE 20 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 s` a Based on the Representativeness Evaluation, the analytical-data4qualty of,all µseven of final " end-point.soil samples has"been reviewed._ The analytical data provided in support of this RAO have met the method quality control requirements and'performance standards for "Presumptive `IN Certainty" as described in,CAM VII A,iSectiofi 2.0 Y(a), (b),(6), and(d) or have been evaluated as - comparable to',CAM requireni6tts. (Refer-to'Appendix D) " The validity and defensibility of the analytical data used to`support the findings of the RAO for this Site with respect to accuracy, precision and completeness°pursuant to310 CMR 40.1056(2)(ky have therefore been satisfied. It has been.determined that-the Site data is sufficiently'representative of actual Site conditions and a may be used to support this Class A-2 RAO. . CONCLUSIONS #° The,Immediate Response Action employed an aggressive`soil-removal strategy for rthe ",..._ .. t ..." ., excavation and'recycling of some 67 tons.(45.cubic yards)`of significantly inipacted soils from withinan approximate°'13' x 10' x 13' (D) area. Laboratory analysis of confirmatory soil samples has reported all TPH/EPHNPH-an&target analyte concentrations".as BRL *or;:at low level concentrations wherein the reporting,,limits or reported concentrations are significantly less than $. the strictest- S-..1/(GW-1/GW-2/GW-3), Method 1,,.- $Risk ,Characterization standards as demonstrating a condition of No o Significant Risk relative to,soil conditions at the Site for all potential exposures. w fgroundwater conditions has also ' demonstrated No Environmental monitoring o " Significant Risk as supported by quarterly testing'.of petroleum hydrocarbon concentrations an . . groundwater. Environmental monitoring of ambientair, and»modified Level I Soil.Gas Screening of TOV concentrations at the SVEAype sub-slab.venting system,has demonstrated,a condition-of =" No Significant Risk with respect to indoor air. ° ; A'review of cost and feasibili to meet back roun N ty. g d conditions through additional soil', { and;groundwater treatment was considered'as part of this'IRA; in"accordance with the provisions- • of 310 CMR'40.1020. All residual,TPH/EPH/VPH impact in soil is reported as significantly than the most restrictive S-1 GW-1/GW-2/GW-3, Method 1 — Risk Characterization standards. r A passive structure venting system exists"for continued,bioventing towards background, though r the IRAC/Class A-2 RAO is. not relianfon any passive Itreatment or degradation of low-level residuals. Further, wherein laboratory;,analytical reports soil conditions along the extent of the excavation as approaching background, treatment of'soils'is not:justified, wherein no significant reduction in risk would-be accoiriplished. ' As such, current environmental'eonditions�associated with-residual low-level petroleum w " concentrations in soils, as non-persistent;naturally degrading petroleum-related compounds, meet the '"Conditions of Categorical-Infeasibility" established in Section 93.2 of he MA DEP policy, "Conducting Feasibility Evaluations Under'�the MCP" (WSC-04-160), as specifically pertaining w } h SEPTEMBER 16;2009 GREENSLADEBEA08-10065 PAGE 21 OF 21 IRA COMPLETION/CLASS A2 RAO,RTN 4-21642 to Section 9.3.2.3, "Remediation of. Degradable (Non-persistent) Contaminants". Further, wherein residual, low-level impact in soils is located beneath the footprint of a permanent structure, and wherein additional excavation under.the structure would compromise the integrity of said structure, such additional soil removal is considered infeasible in accordance with the provisions of Section 9.3.2.1, "Excavations Under Permanent Structures" of the above referenced policy (WSC-04-160). ` Based on a Site-specific cost'-benefit evaluation, treatment towards background concentrations without significant risk reduction is considered infeasible, and financially unjustified, as consistent with the provisions of Section 9.3.3, "Site-Specific Evaluation of the Feasibility to Achieve or Approach Background". The findings of this. investigation. as represented herein,set forth the rationale and technical justification for the LSP Opinions offered, as established'by the certifications made on the enclosed Response Action Outcome Statement (BWSC-104) and the Immediate Response Action Transmittal Form (BWSC-105). The LSP Opinions are based' on available data and regulations in effect at the time of this reporting specific to the subject (Site. Should the Department have any questions regarding this project, please contact our office at your earliest convenience. :Sincerely_, BVq3NT ENVIRONMENTAL ASSOCIATES,INC. r D vi nnett, LSP J�6 D ema- e dt, ES Principal rror Project Manager Encl: - Supporting Documentation [Appendices A-F] cc: Jack Greenslade -Property Owner Peter D. Murray-Abutting Property Owner Thomas McKean-Barnstable Board of Health' John Klimm—Barnstable Town Manager' Deputy Chief Dean Melanson-Barnstable Fire Department'' 'Narrative,Title Page and Site Plan provided under public notice distribution requirements pursuant to paperwork reduction policy. Full copies of reports(electronic or paper)provided on written request. Town 'of'.Barnstable , Barnstable .�. ; Regulatory Services Department Ammdnco q P 9 ��' Public Health Division • �yA ' 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard Scali Director FAX: 508-790-6304 '_ Thomas A.McKean,CHO ,. August 4, 2017 CERTIFIED MAIL #70151730 00014990 4940 Jack Edward Greenslade 49 Deerbrooke Circle Southington, CT 06480 Dear property owner, You were asked to connect your dwelling at 27 Betty's Pond, Hyannis, MA to public sewer, on or before July 15,2017. As of this date, August 4,2017,-there is no record of you having complied with the Boards request. Applications for abandonment permits are available at: Barnstable Health Division, 200 Main St. Hyannis. You may request an extension from the Board at a public hearing, if needed. If no action is taken, or an extension is not pursued, you will not be in compliance and a legal compliant may 4 result. If you have any question please call the Health Division at•508-862-4644 F Your prompt attention to this matter.is greatly appreciated. Karen Malkus Coastal Health Resource Coordinator Public Health Division . . 200 Main St.,Hyannis MA Email: karen.malkus@town.barnstable.ma.us # ROAD Map Parcel due date for owner abandonme 2017 2017 follow up sewer nt permit connection 27 290 084 12/30/2016 Jack Green card requested Greenslade returned- extension no Betty's Pond Road Order confirmed October letter BOH receipt Green card Talked requested returned- with Dave extension Dennis and Order confirmed Anderson October 31 Paine Ave 289 119 001 6/30/2016 Vicki no letter receipt trying to BOH Marchant 1/27/17 connect . 13. through Hill St. Jack E. Greenslade 49 Deerbrooke Circle Southington, CT 06489 860-406-1654 Cell I Town of Barnstable August 22, 2017 Public Health Division 200 Main Street, Hyannis, MA 02601 RE; 27 Betty's Pond Road Sewer Connection Attention: Karen Malkus &Sharon Croker Karen it was a pleasure speaking with you yesterday afternoon and thank you for the information. I would like to give.you a little background on this sewer connection. Last year I contacted the town and was told that I did not need to connect to the sewer.Then.is 20171 received a letter from Thomas A. McKean who informed me that the garage at Betty's Pond Road needed to be connected to the sewer. I told Mr. McKean that I was told by another town official that I did not need to connect. Mr. McKean told me that was an error and that a connection to the sewer needs to be make. I understand that errors are made an agreed to connect to the town sewer. Unfortunately,since I spoke to Mr. McKean on April 16 of this year i have had a death in my family, 'have had to put a sister in a nursing facility and on top of that I fell and blew out my knee.To put it mildly the last several month have been a living hell for me. I would like to request an extension for connecting to the town sewer. I understand that there is a monthly meeting which I.may be required to attend in order to ask for the extension. I will contact Sharon Croker directly to inquire about the meeting date and time. Thank you for your assistance and I look forward to working with you. You may contact me directly at 860-406-1654. Sincerely, Jack E Greenslade Crocker, Sharon CJ From: Jack Greenslade <jack.greenslade12@gmail.com> Sent: Thursday, August 24, 2017 7::26 PM , To: Crocker, Sharon Subject: Re: FW: 27 Betty's Pond Road Sewer Hi Sharon, Thanks for getting back to me. I would like the October 24, 2017 meeting. Hope by then I will be well enough to travel. Thank you for your assistance. Jack E. Greenslade Cell 860-406-1654 On Wed,Aug 23, 2017 at 12:33 PM, Crocker, Sharon<sharon.crocker a,town.barnstable.ma.us>wrote: Hello Jack, received your request to come before the Board of Health. The next couple of meeting are: September 26 and October 24, 2017. Meetings are held in our main Town Hall building located at 367 Main Street. The building actually backs up to South Street and the parking is off of South St. The Board of Health has the room available from 3pm to 6pm,depending'on how long the agend'a'is. Please let me know which agenda you would like to be put on.. I will need to know at least 15 calendar days before the meeting.' I already know that the September agenda has two lengthy discussions scheduled. May want Oct. ' 1 Town: 0 Barnstable s Regulatory Services Barnstable tNE CF tp� f . Richard V. Scal ;Director ,aDame�i�cn% .Public health"Division r BARNMBLE 9 MASS. g Thomas McKean--Director 2ao7 Ev �A`� 200 Main`Street Hyannis; MA 02601 $t` Office: 508-862-4644 Fax: 508-790-6304' CERTIFIED MAIL# 7012`1010 0000 2847 8438 Jack Edward Greenslade January.23, 2017 49 Deerbrooke Circle Southington, CT 064819 IMPORTANT NOTICE RE: Map 290'& Pareel084 According to our records, your property.at 27 Betty's Pond-Road;Hyannis has a septic system and is not connected to the public sewer system. The.property owner was previously notified of the obligation to connect by 10/30/16'(see" enclosed copy of letter) and to establish a sewer account with the town This letter directs you to 6onn6ay6urAbuilding located at 27 Betty's Pond Road, Hyannis, MA�'j02601,to public sewer by July 15,2017: f Please note the following permits also need to be in compliance: .' ' 1) Septic Abandonment Permits ($:25) are,issued at the Public Health:Division, 200 Main Street;Hyannis. .Theold septic system must be either removed or filled in due to future safety concerns. 'This maybe done~by the same contractor.who connects you to the sewer. - 2) Contractors,approved to perform sewer connection'work in the*Town of Barnstable must obtain and file a Sewer Connection`Permit,with DPW;Water Pollution Control Division, 617 Bearse's Way;.Hyannis-contractors,.please call Dave Anderson at (508) 790-6244. You may request a show cause hearing before the Board of Health. -If you would like a hearings, , .please send a written petition requesting,a hearing within seven(7) days of receipt of this.letter: If you should have any questions, please.call 50.8 862-4644: : Failure to comply with this order will'result in a complaint,against you, in a court of law;due to your failure to comply.with a Board of Healtl Order.' PER ORDER OF THE BOARD OV HEALTH Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health �OFTK rp � P 070 Town of Barnstable Barnstable sARNSTABLE, Regulatory Services 9� 639. .�� Richard V. Scali, Director ,ao.am� Public Realth Division Q D D Thomas McKean, Director 2007 200 Main Street Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 CERTIFIED MAIL# 7014 1200 0001 0358 5883 Jack Edward Greenslade October 8, 2015 49 Deerbrooke Circle Southington; CT 06489 SPECIAL NOTICE RE: Map 290 & Parcel 084 F You are directed to connect your dwelling located at 27 Betty's Pond Road, Hyannis, Massachusetts,to public sewer on or.before October 30,2016. The Department of Public Works, Engineering Division, has notified us that your, property abuts town sewer lines.. The lines were extended because of the density, and the size of the lots in the area, and the potential for serious health problems. Failure to comply with this order will result in a complaint against you, in a court of law, due to your failure to comply with a-Board,of Health Order. For information on the Stewart Creek Area and the loan(s) available,please see the town website: http://www.t6wn.bamstable.ma.us/cdbg. Under the Community Development Block Grant(CDBG)page, you will see "CDBG Programs", double click on"Sewer Connection Loan Program. For information specific to the loan program, you.may contact Kathleen Girouard, Growth Management,at 508-862-4702. I Len Gobeil at the Town Manager's Office is available to assist you in the right direction to resolve any questions you may have. Please contact him at 508-862-4701. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health Cc: Barbara Childs, Water Pollution Control Roger Parsons,Town Engineer, DPW QALetters Stewart Creek connection/27Betty's Pond Rd,Hy TOWN OF BARNSTABLE Dater /,0/ TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: -jAfD- epC-Ajj)GnjT &ZLO kE,( gjg BUSINESS LOCATION: �7 6Q-rY.S P6nfy RDt . ){Y�}�,' ft)iq, INVENTORY MAILING ADDRESS: L TOTAL AMOUNT: TELEPHONE NUMBER: '77/ 1 CONTACT PERSON: 3T EVCN 02 SYRje1 LYA[C)4 EMERGENCY CONTACT TELEPHONE NUMBER: So MSDS ON SITE? TYPE OF BUSINESS: 19-V- "O XC--Po-9'jX GCS INFORMATION / RECOMMENDATIONS: Fire District: Aob Aof go l:vF�t Waste Transportation: gEevyy WF-F. Last shipment of hazardous waste: - - Name of Hauler: 13 l(JL j4_.)1 -16W7— Destination: IYII19#1YS ►v457�O1L Waste Product: f9-A-Iri rA6rZ6 ZJ3&Y--r-,rLu117 Licensed Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material 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) - Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes lbS, Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED -� (insecticides, herbicides, rodenticides) -g- Gasoline, Jet fuel,Aviation gas -d Photochemicals (Fixers) --�- Diesel Fuel, kerosene,#2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, -� Photochemicals (Developer) lubricants, gear oil ❑ NEW USED o 0 -� Degreasers for engines and metal Printing ink G Degreasers for driveways&garages .$ Wood preser\fA es (creoaote) Q -6' Caulk/Grout ,( Swimming poi lorine a Battery acid (electrolyte)/Batteries �_ Lye or caustic so a $ Rustproofers $. Miscellaneous C mbustibl�, �. Car wash detergents Leather dyes , Car waxes and polishes --t3r Fertilizers 00 �- Asphalt&roofing tar -® PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, -- - -B- Paint&varnish removers, deglossers hydrochloric acid, other acids) -� Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): -0- Metal polishes 1 ©X JR 0-E 7LL� .t-AI J< ./.I;� Laundry soil &stain removers / "> - (including bleach) Spot removers&cleaning fluids (dry cleaners) G, Other cleaning solvents <�- Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials d` A ❑ Delete ,�01922 l l v'AJ. 11/13/200r l I I ,I NFIRS - 1 � 001 A281088 �(' �� ❑ Change _L State Incident Date 1 Station Incident Number Expo,- ❑ No Activity BASIC LOCatIOn El BCheck this box to indicate that the address for this incident is provido•omthe Wildland Fire Module in Section B"Altemative Location Specification".Use only orwildla nd fires. Census Tract 40 ® Street ❑ Addres 27, IBETTY'S PON �` OAD pIntersection I RT L� Number/Milepost Prefix Street or Highway Street Type Suffix ❑1n front of (� s ., ❑ Rear of (Hyannis �� � I MA 02601 ❑ Adjacent to Apt/Suite/Room City "3" I State Zip Code ❑ Directions Illndependent Auto Repair. I ❑ Cross street or directions,as applicable `9 MEMEMM C Incident Type E1 Dates&Times Midnighfis 0000 E2 Shifts&Ala]Value 413 Oil or other combustible Local Option IncidentrvPe liquid spill Check bdte5if Month Day Year Hour Min dales are the ALARM always required U StillD Aid Given_Received. same asP,lann y qDate. Alarm Shift or No Of Alarmd 1 13 2008 14:27 platoon 1 ❑ Mutual aid received I I ARRIVAL required,unless canceled or did not amve 2 ❑ Automatic aid recv. I�I ® Special StuTheirFDID Their Amval K11 13 2008 15:503 ❑ Mutual aid given State E3Local Option 4 ❑ AUtOmatlC aid glVen CONTROLLED optional,except forwildlandfires 5 ❑ er al given ControlledN ® None LAST UNIT CLEARED,requiretl except wildland fire Specal S heir ncl ent umber ® Last Unit Study ID# Stt d Cleared LLIJ 13 2008 16:49 Actions Taken C71 Resources G2 Estimated Dollar Losses &Values r Ei Check this box and skip this section if an ,LOSSES: Required for all fires if known. Optional for non fires. 86 1 I lllyestlgate I Apparatus or Personnel form is used. Primary Action Taken(1) Apparatus Personnel Non Property Q 82 Notify other agencies. Suppression 0� I � � Contents Additional Action Taken(2) � EMS Q � 0,, PRE-INCIDENT VALUE: optional l lL I Other u Property Additional Action Taken.(3) Check box if resource counts include aid ❑ received resources. Contents Casualties ® None H3 Hazardous Materials Release Mixed Use Property Completed Modules H1 Deaths Injuries N None ❑Fire-2 Fire NNN Not mixed . ❑ Structure-3 Service I� 1 ❑ Natural gas:slow leak no evacuation or HazMat actions 10 ❑ Assembly Use ❑Civilian Fire Cds.-4 2 Propane gas:.<21 lb.tank(as in home Beg grill) 20 ❑ Education use , Fire Serv. Casualty' Civilian 3 Gasoline:vehicle fuel tank or portable container 33 ❑ Medical use 0 0 burning equipment or portable ❑ ❑ . � ❑ 4 Kerosene:fuel biit table storage `� Residential use ❑EMS-6 ❑ 51 ❑ Row of stores 5 Diesel fuellfuel Oil:vehicle fuel tank or portable storag r ❑HazMat-7 Detector- ® ❑ Enclosed mall ❑Wildland Fire-8 H2 6 ❑ Household solvents: Home/office spill,cleanup only 58 ❑ Business&residential Required for confirmed fires. 59 ❑ Office USe 7 Apparatus-9 � Motor oil:from engine or portable container ❑ ❑ 60 ❑ Ind l use 1 ❑ Detector alerted occupants H 63 ❑ Military I se Personnel-10 ❑ Paint:from paint cans totaling<55 gallons 2❑;Detector did not alert them Q Other:special HazMat actions required or spin>55 gal., 65 ❑ Farm use U.❑I Unknown Please complete the HazMat form 00 ❑ Other mixed use J Property Use Structures , - 341 ❑ Clinic,Clinic Type infrma yp ry 539 ❑ Household goods,sales,repairs 131 Church,place of worship 342 ❑ Doctor/dentist office 579 ❑ Motor vehicle/boat sales/repairs ❑ 361 ❑ Prison or jail,not juvenile_ 571 ❑ Gas or service station 161 ❑ Restaurant or cafeteria 419 ❑ 1-or 2-family dwelling 599 ❑ Business office 162 Bar/tavern or nightclub ❑ 429 ❑ ' Multi-family dwelling - 615 [1 Electric generating plant 213 Elementary school or kindergart. 439 215 High school or junior high ❑ Rooming/boarding house 629 [1Laboratory/science lab 241 ❑ College,adult ed. I 1 449 ❑ Commercial hotel or motel 700 ElManufacturing plant ❑311 Care facility for the aged 459 ❑ Residential,board and care 819 ❑ Livestock/poultry storage(barn) " 331 ❑ Hospital 464 `❑ Dormitory/barracks 882 ❑ Non-residential parking garage ❑ P 519 ❑ Food and beverage sales 891 ❑ Warehouse Outside 124 Playground or,park 9.36 ❑ Vacant lot 981 ❑ Construction site 655 ❑El Crops or orchard 938 ❑ Graded/cared for plot of land 984 [1 Industrial plant yard 0 Forest(timberland) 961 946 [1 . Lake,river,stream 669 807 . Outdoor storage area ❑ Railroad right of way 919 ` ❑ 960 [1 Other street took u and enter a I e Dump Or sanitary landfill Property Property Use Use code only 579 931 ❑ Open land or field 961 [1 Highwayldividedhrghway you have NOT checked a �y ❑ 962 ❑ Residential street/driveway Property use box: Motor vehicle or boat A281088 EXP D, 1111312008 PAGE 1 OF 2 HYANNIS FIRE DEPARTMENT - MFIRS REPORT K1 Person/Entity Involved 1.Inde Re eocaloption pendant Auto Repair OS8-771-4439 ,usiness name(if applicable) x,. a" 1 Phone Number ® Check this box if u I Steve I U"I lynch I U same address as incident location. Mr.,Ms.,Mrs. First Name MI. Last Name Suffix Then skip the three I lines. teaddress 27 J IBETT�"S POND I �RDD �RRD lines. Number/Milepost Prefix Street or Highway Street Type Suffix L � Hyannis Post Office Box Apt./Suite/Room, City . I .State a Zip Code ❑More people Involved? Check this box and attach Supplemental Forms(NFIRS-1S)as necessary. f�ZK2 Owner ®Same as person involved? Then check this box and skip I JaCk I I]-8(0-276-0168 Local Option the rest of this section. Business name(if applicable) Phone Number El Cnaok this box f IJaek same " I. IGreen§lade I �� address as inci dent location. Mr.,Ms., Mrs. First Name MI. Last Name Suffix Then skip the three duplicate address 49 L ,IDeerbroOk Circle lines. Number/Milepost Prefix Street or Highway Street Type Suffix Southington Post Office Box, Apt./Suite/Room City CT i State Zip Code L Remarks: Local Option ITEMS WITH A * " MUST ALWAYS BE COMPLETED! ^ ® More remarks?Check this box and attach Supplemental Forms .(NFIRS-1S)as necessary... M Authorization 1198501. I (Dean L Melanson I.'� Deputy`Chief I I Suppressionj I 11 1 17 1 2008 Officer in charge ID Signature Position or rank Assignment 1 Month Day Year Check box if same Officer in; F charge.,' ®;L 198501 I (Dean L Melanson I I-Deputy Chief.L Suppression 1 1 17 2008 Member making report ID Signature Position'or rank Assignment Month. Day Year A281088 Exp 0;.11/13/2008 27 BETTY'S POND ROAD '; page 2 of 2, -HYA,NNIS,FIRE,DEPARTMENT- MFIRS.REPORT A F'01922 MaLMAI 11/13/200' fl 001 I `A281088 I \j O Delete NFIRS -1S Incident Date Station Incident.Number „L Exposu, Change. Supplemental K1 Person/Entity itylnvolved IIndependant Auto Repair I' I058-771-4439 Local Option Business name(f applicable) Phone Number Tenant . 0 Check this same address as I I I Steve I u I lynch I � incident location. Mr.,Ms.,Mrs. First Name MI Last Name Suffix Then skip the three lineduplicate, address 27 L� IBETTY'S POND I U IRRRD I lines. Number/Milepost Prefix Street or Highway Street Type Suffix I � IHyannis ,. I Post Office Box Apt./Suite/Room' City MA .02601 State Zip Code Person/Eri ty Involved K2 '11ndependant Auto'Repair I I508-771-4439 Local Option Business name(if applicable) Phone Number T'eilant Check this box if I Shari I u l lynch same address as' incident location. Mr.,Ms.,Mrs. First Name MI Last Name Suffix Then skip the three duplicate address 27 � :IBETTY!S POND I L_RDD� I�D I lines. Number/Milepost ' Prefix Street or HighwlIay Street Type Suffix (Hyannis Post Office Box Apt./Suite/Room City A 02601 Slate Zip Code K3 Person/Entity Involved Local Option Business name(if applicable) Phone Number Board of.14calth Check this box if ICynthia R I Lj IMartin i L same address as incident location. Mr.,Ms.,Mrs.. First Name MI Last Name Suffix Then skip the three duplicate address lines, Number/Milepost Prefix Street or Highway Street Type Suffix Post Office Box Apt./Suite/Room City State Zip Code Person/Entity Involved K4 Local Option I I - I508-77176088 DE=P Anal�'St Business name(it applicable) Phone Number Check address a I J (Robert I,u°I Murphy I. same address as incident location. Mr.,Ms.,Mrs. First Name MI Last Name Suffix; Then skip the three I I duplicate address 973 L� 'IIyannough Road Rte 132 lines Number/Milepost Prefix Street or Highway Street Type Suffix I .IHyannis Post Office Box� Apt./Suite/Room CRY 16 A I 02601 Slate Zip Code NFIRSII R.mic.69% ,--- uvn AfArrc crnc ncn-r - — - L1 ,01922 1 MAI I 11/1-3/2008 001 J . "A281088 L _ p ❑ Delete NFIRS - 1S — ❑ State .L Incident Date � j�Station Incident Number � _ Expos Change kupplement]al K2 Remarks 7� _ 2 7 k BETTY'S POND ROAD Fire Alarm rec'd a call from Cynthia Martin from the Town Board of Health reporting a leaking exterior oil storage tank at this address. I met Ms. Martin at the' site along with the owners of the business, Mr & Mrs Lynch. mr Lynch had recently taken over the tbusin&ss and'as part of setting up shop he cleared away brush and debris from the B side of the building. The heating,oil tank is located alond this side of the building It was at this time that he noted the oil tank leaking. He placed a-plastic pan.under the low end of the tank i as well as some cardboard. Today he contacted the Board of Health. The leaked looked to be from the bottom of the tank,`possibly.due to it rusting out. The leak appeared to be a slow drip. Mr Lynch explained that he put'the pan under the tank yesterday and there was now approx a 1/4 of a pint in the pan. The tank appeared to be approx': 3/8 full, per the fill guage. it is unknown how long the tank had been leaking. There was a drak oil stained area under the tank. I photgraphed the tank and oil burner installation. Mr. Robert Murphy,of PEP also came to.the scene to assess the situation. Auto Body Solvent Recovery Corp. 1-800-439-8283 was on site with a vac truck to remove the remaining oil in the tank./,Th-eNank aground area were covered with plastic to prevent the rain from.causeing the oil to soak in further. The tank is scheduled to be.removed and disposed of properly tommorrow. DEP and B. of H to follow up on the,clean-up. Deputy Chief Dean-L. Mel nson A?.QIOPQ _ FVD n 11/1--?/M Q "VAA/A/TC rTDF TIGDADTMGAIT MGTDC DCDl1D7- DACG 1 r £ � I x � � x `�l,�y ��� � s �'•�.'�`.;° � � '""aa�T"<" ""�'�4".�a�yR6e' '�� �����r d a x .� F - - `4{X`.d N•"; 1 t',... 5•ei� f $h'•".1�1Y��,j, 1b'3+d4-Y' "bk{v A A+ A,�`., . w A - o •. - ry. ,x r may. �'* r" "'z." E °`°''�'���� � r a"�s'�"�}i ��� � 'S. z 3$�•b°��,gF'��e c�q*>a7 3 t� " °v �'" �'r' k1hY"•� �S a Y.. v'uS�"t i�r`} �R � � a t ^L 4�� �� r � j1 « �` x s� �'`� `, ° t 52.�' t .Tit '�•.,,YFt {3;`*'�fr.# '�� r- y z�u° v, � t 3 `4L4i R'r�etfi� s ,, Re ��'t�c'?���y},yy Ytl�C�h,� Y�IM �,2 `i� , y f �°�'`���� Y fl�I + a"S� J�+',xt• �x Fe� 9s;�Si �.; E ,,y�rt x �r ��a�4w'`������������ �q w d�9t�ro �xa✓. �' E.��� g-s'���' �'4��s �, gh a £. t +utv� '"#5. ,�` "� ..i,��a-����s3� �� i �C#YtY,y Y y..'`' t^�ip,5c�-�"y' 4� # 's.v�• a '� �����" '�` `��'��'i`� 's^w�H'�'�`# �n��§��� .� ��3�;��{ j�.`Fy� �,� .,& as fig•, r '�,�z .+ d 'I, tf,F °"yt0 h} }, "+ as �' '�x' t. H! � "3✓''�,}�� A �`+ ��+s��,�� ,<�"„y� ��R ����} �4'gLe�,' r &F TMw�. xa'� ��c �'w FS ? y�q+�'•1�>£ �, F� •$' Sx? � ,p" e cy}� 3, ' ,.� °' } ;�*� v�ys�ds, v r� �. 7 �,✓, � ea sa, `'`�i�i} " +y M a%Jaj s $r d Fy trot °"r4 �+ uk 4 z;qyb Y.. � xl ty, ���9 s,•s t i.°€+' `'�NQr a w q, f' x 4 goy' € 3 qwoe, ,`d 0.0 s + ;y .� 5 ,,Ft*. k x`h. 3' nt, aV a Y" F y 6Y �dzV * a € . 1W:,ibd� -Wo ty ^e Bs � ��c"� -� �'T � v �',x"r s t rs a"ia�s fit.::2 °:d^ � " �.€.���m •�� .�,� � m}��,1 �+' t `t 1 q sx x I¢ s Y ' t }a391 tx }w l 1�t`x t} 4 €-t) a es x s .. };' ,jT! # l ttX _ c g 6 iC Mi t p ° t i t s + t +" r n b s^P F i L ��iV'Y J f�L f=� � t' Z 1• 0 �F I 5�11 Ou �< r pN . @'!'x La �Yu n q t _ a r ,.+�a "F"a,'.��;'�'G3� r � � `S� '`n`x:'�'q 42•ri� �v" 'f 4' a""M+ ���ah q .� mt. , r "k .+<3 p '. 3. asx §. :p-,2 r s•p,;.` Kx l� -""fi`yy 't "k t h. .z>� ¢.�e+ *-¢' -keg» "r sa�,�. ,�:m sea�-`' ��. � •` K�; ,*- iw a .�th'.� '� c � � �� "`'.'�'"i� ,N�z ��� e �.0 �v i U ^k+"''`Fk r" �` ''�"s �5�. ax•w� v" s",,�`•zvr Sm �p "'1 l � �yY `s`dk ems. ' �x US,I' I,.," x �",�.^wx `�..xa•�'x�, ,u�'�i 6 'm 5 sa 7 q ,t ww q. a T. 9 r ��`T q '4.._ x .p �•a a�- �'"$ k 4 L '.+,, 31 '�'�.Y'* t 5> m r p, 'x °S -Ws-4 �","�.., es �3�Y >.� •'.,, � s m 'S� `' MOM �s'm. :sati.. °•@` '" a a°� .ps� k�fa% a •�} 2' r �-.„�� .,iF � �' ;�,&.�� �& ,�r + a a�� 4�`�'rt'"� :' w 't °� �� � gg•• 'm kmao^; 'i' e mot, izsa; PA I NSA. ,aao a„ '..rw ��,"_.a�$`,� .�� : � �° ��� � ���� R � �,� ��.x�;.� �� � . yr, �� � �, , �• x ?"I; MW VIIE w�. xw.£•+.a a.r � �w�� 'u z; �•a F Y P+as.' � o .��;�ppyy� '� � �. Y �P �5 . ,a'��t"�,,� *s�,AP\ t+4)4 �'� � I�Y r �rv,Y,�v°,�a;47�}F � �• ��� �.5��''�e'3ab S a a a d pw ".t a ,,, e s t'a t x,� ,xfialn a•`, xa. 3 '� lea*\ <t' '� �s� �w �.€`` � + + •� � °• ? � x't�a� �2. t� '� �y � , i.rya S� a o � s � � �cx may.. Y, ' �`c+t�"e�`x�r.�Y' S t+�a� �' Yi AIR 0' k � wk N. r• z � �a �T 4 S � ��"� - 1 t' �- � � p` ^m g �.K»''✓tf� � se'v*� t * � of �e . any; $. s 5 f W� y: � ` ,• 't 'a .•i S i��,,,c.Y# h b `'t � � g a f� ;. 4v +"m >, +a al . 4 1 a s a • sfi°*e#+efi"� rw`p� t9 a 'lya+s _ . • s r.-> •f►X� s^ -e' 2 .�,•g,. a . 3�.,.� � w r �,� tE r$- e F : � _� _ 4"�'ai 3sw, � s � q,,♦r€`��a<A,a''.r�'i,x a•�aF,d�a'''c#'`��s�r 7�Fp,F j��.��t,��'� t y v�.. �,t}; #C �- ° t sy`�.•vt i�• °,•�•,�; F ,1+1s t'��x � ��tc e1�:+,;9rs�-`y� �'±C-:�it.�rz. y L� L1x`!��'�°' e�i.•�,�3�{H# � t! j Nq HIM" 'p a<k. de#�9�"�7.� � r y, >.. ::�0 �3•�' ub .s s wa c' s 1��aa. � � %fir t � /'$, l�• ,' ! � .*` ♦i3 j a ' � +,� •C,.tH 1�+4 �✓ s. A � � ms '� -�'� 5� ',� YeK3 < � ♦ �,g a .,,t 3�• .:�"� � 9°� ^`'Y&� $5•` �� 'a t�F4' + -4e,�/� s y y. p s'ya3s.•m. t .yq�,,yy W.„y _gip„ ` . .."stir a� S ... .'�� �`�a.k �: � ;lg %P.A:$ ,.:•ia: .a, _ l v �y ay ec � 1 t 7 � N � r - 5� Ic I L :Yf �• l R ¢� w� a T1 "' .R '"' i # h �S y 14 f b r5 S 8 a � F � i S F 0 s . * . T p r r Y y;y n•- �'r�'Tcv:�`'��^���` "��' z,d¢Sr 3�r� �, s�d� 1 a t q x � S� . BENNETTENVIRO'N' MENTALAssoCiAT-ES, INC. LICENSED SITE PROFESSIONALS ENVIRONMENTAL SCIENTISTS 6 GEOLOGISTS 6 SANITARIANS 1573 Main Street-P.O.Box 1743,Brewster, MA 02631 6 508-896-1706 6 Fax 508-896-5109 www.bennett-ea.com BEA08-10065 March 9, 2009 Mr. Robert Murphy, Case-Officer' MA DEPARTMENT OF ENVIRONMENTAL PROTECTION (MA DEP) Southeast Regional Office (SERO) Bureau of Waste Site Cleanup (BWSC) 20 Riverside Drive Lakeville, MA 02347 RE: IMMEDIATE RESPONSE ACTION.STATUS REPORT , , Commercial Property, RTN 4-21642 1.'D-6etty's Pond Road,-Hyannis,.MA_[Assessor's,Map 290, Parcel 84] Dear Mr. Murphy, BENNETT ENVIRONMENTAL ASSOCIATES, INC., (hereinafter referredto as BEA) w. has prepared the following Immediate Response Action Status Report I (IRAS I) and Supporting Documentation as a summary of release discovery, preliminary response,- environmental assessment and remedial response conducted at the above referenced property since initial MA` DEP Release Notification on November 13, 2008. This work has been conducted in an effort to mitigate environmental and human°health :hazards associated with the historic release of a reported 20-gallons of#2 fuel oil from a'former aboveground storage tank (AST) in accordance` y with the provisions of the Massachusetts Contingency Plan (MCP), 310 CMR 40.0000 as specifically pertaining to 'section 40.0410. - .This Immediate Response Action Status Report further establishes the technical rationale and justification for the additional response actions proposed within, which includes.the,mechanical 'removal of impacted soils with dewatering and' the on-site treatment of impacted groundwater as previously presented in the written IRA Plan (1/21/09). These efforts to undertake the implementation of the IRA Plan have been hindered by an unexecuted Access Agreement with the abutter for the staging of equipment for excavation ' and location of a downgradient well'on the abutting property. The initial Release Notification was provided as,a 2-Hour Reportable Condition on November 13, 2008, when the Town.of Barnstable Hazardous Materials Inspector observed the leaking tank during a routine,-,,hazardous materials inspection at the property. The Hazardous Materials Inspector notified ' the Barnstable Fire Department and the Department of Environmental Protection in regards to the tank. Barnstable Fire Department and MA DEP - personnel responded to the site and ordered the tank pumped of its contents. MA DEP personnel issued a field NOR to the tenant.on behalf of the property owner. The NOR identified the sudden release was classified as an Immediate` Response Action (IRA) under RTN 4-21642. Initial environmental assessment activities performed in December 2008 included the performance of test borings and hand borings with the installation of monitoring wells to determine the extent EMERGENCY SPILL RESPONSE Q WASTE SITE CLEANUP,b SITE ASSESSMENT' ,-,ENVIRONMENTAL PERMITTING Q LAND USE PLANNING WATER SUPPLY DEVELOPMENT,OPERATION&MAINTENANCE &'WASTEWATERTREATMENT,OPERATION&MAINTENANCE o MARCH 9,2009 GREENSLADEBEA08-10065 PAGE 2 OF 12 B4MEDIATE RESPONSE ACTION STATUS I,RTN 4-21642 and magnitude of the release. The magnitude and'vertical extent of soil impact have been established as extending to the groundwater interface at approximately 15' bgs in the area of the former AST. Based on analytical results, capillary-fringe soils have also been significantly impacted in the release area as a chronic source of groundwater impacts which have traveled downgradient in a southerly direction as consistent-with groundwater flow and projected solute - pathway. Groundwater impact has been documented as greater than the applicable GW-1 standards in the TW-1 monitoring well as within,5' of the release area. This groundwater impact appears to be localized wherein concentrations of EPH within TW-1 are marginally above the most stringent GW-1 Standards. r Over the reporting.period, no additional response actions, other than soil sampling inside the building, were conducted at the subject Site. Testing of,soils inside the building was requested by the responding contractors as based on expensive shoring-concerns. These borings indicate that significant soil impact does not appear.to be under the footprint of the garage. As such environmental contractor were advised and requested to revise bids accordingly. At the time of this filing, we are still waiting on the revised submittal for-one'of the three environmental contractors. Subsequent to the receipt of the final bids due March 13, 2009, a contractor will be selected' for soil removal and.dewatering.- BEA has prepared the appropriate Bill of Lading (BWSC-012A) and Soil Recycling Submittal documents•for the transport and disposal.of the', -impacted soil in anticipation of starting soil removal,under the''IRA within 30-days of this a -submittal F In the interim, access to the southerly abutting property must be negotiated with the property owners at 52 West Main Street in Hyannis as part of the IRA. Access to the abutting. property has been requested for the installation of a downgradient-monitoring well and for the staging of equipment.during the excavation of:impacted soil at.the.Site. °• The proposed remedial response 'actions represented herein are appropriate and necessary .. to facilitate a Permanent I Solution and advert all potential' risks`'to identified human and environmental receptors as associated with ingestion,,Jnhalation and/or dermal contact with petroleum hydrocarbon compounds. It is the objective of such remedial response actions to support a Class A,Response Action Outcome. This work has proceeded under my ,oversight in a manner' consistent with the MCP Response Action Performance Standards (RAPS) pursuant to 310 CMR 40.0191 and the QA/QC Y; policies of BENNETT 'ENVIRONMENTAL ASSOCIATES, 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.. SITE DESCRIPTION•[Refer to Appendix.A] The subject property at 27 Betty's Pond Road is noted as Map 29, Parcel 84 on the Barnstable 'Assessor':s Maps and is located on the western side of Betty's Pond Road, MARCH 9,2009 GREENSLADEBEA08-10065 PAGE 3 OF 12 IMMEDIATE RESPONSE ACTION STATUS I,RTN 4-21642 , approximately 200 feet north of the intersection of Betty's;Poild•Road and West Main Street inj the village of Hyannis, Town of Barnstable, MA [Refer,to Figure 1]. The UTM coordinates for the Site are North 4611546 and East 391837. The property contains approximately 0.25 acres of land area and is extensively developed by a one and'one=half story commercial building currently in use as an auto repair facility. The propertyalso contains 'a residential dwelling and small outbuilding, which appear to have been abandoned for several'years. The surrounding area is moderately developed in similar use as characterized by single-family residential properties to the north, residential condominiums to the east and west;and business condominiums and other commercial properties to the south along.West Main Street. Environmental assessment activities have identified a discrete area of significant soil impact greater the applicable Method 1 -Risk Characterization standards (GW-1) underlying the release area on the south side'of the building'to groundwater at 15' bgs. Groundwater impact has been 7 confirmed in the TW-1 immediately south of the release at the subject property sideline. These areas which fuel oil`hasbeen released or has come to be located in soils and groundwater above the promulgated standards define the Site as currently a portion of the subject property. Additional environmental,monitoring activities are prescribed to further define the Site to the south as potentially on the abutting property.' At the time of this filing, access to the Site is unrestricted with low frequency/low intensity of use with children potentially present.' The on-Site workers and visitors to the property are identified as the primary potential human receptors to petroleum hydrocarbon related _ exposures related to the Site: ENVIRONMENTAL CONDITIONS [Refer to Appendix A] Hydrologic references indicate'groundwater exists at 15' NGVD (+/-) as projected within some 15' of grade surface wherein regional;groundwater contours indicate a southeasterly flow ' direction towards Lewis Bay and Nantucket Sound beyond [Refer to Figure 2]. During the subsurface investigation at the property.groundwater was encountered between 14 and 16' bgs. Site-specific groundwater flow has a steep gradient to-the southwest, towards a drainage ditch ` immediately west of the subject property sand an unnamed stream further Ywest. If the groundwater elevation disparity.in the monitoring well (MW-2) closest to the ditch`is ignored, groundwater` flow at the site has a southeasterly flow f direction as, consistent with regional groundwater contours. Based on the potential influence of wetlands and zero-head boundaries to the west, both of these flow directions will be considered within the solute transport modeling. Based on local groundwater flow, the unnamed"stream flowing from`Fawcett's Pond to the west of the Site represents the primary potential environmental receptor in consideration of Method 1 —Risk Characterization. According to the MA DEP BWSC GIS-,mapping program, the subject-property is not'. located within the Zone H Protective Radius of a`Public Water Supply (PWS), nor'is it'located ' M within the Zone A protective radius of any surface'water reservoir. No private wells are known,_., .a to exist within 500' of the Site wherein the;area is serviced by the Barnstable municipal water supply and distribution system. MARCH 9,2009 GREENSLADEBEA08-10065 PAGE 4 OF 12 IMMEDIATE RESPONSE ACTION STATUS I,RTN 4-21642 However, the Barnstable Zoning Map shows the property fully within the Wellhead Protection District; which, typically coincides with Zone Il delineations. The Mass GIS delineation with maps on a much larger.acale appears to inaccurately show the Zone II. Regardless, all of Barnstable County. is designated as a Sole Source Aquifer by definition is categorically a Potential.Drinking Water Source Area (PDWSA)." The area is also mapped a medium-yield aquifer. Based on this mapping, as well as the proximity to groundwater and reported hydrogeologic conditions, the GW-1, GW-2 and GW-3 groundwater categories are presently w considered under Method 1 Risk Characterization, per 310 CMR 40.0974. Based on Site conditions relative to frequency/intensity of use and;accessibility of soils, the S-1/S-2/S-3 (GW- 1/GW-2/GW-3) Method 1 Risk Characterization standards`'are:applicable to soil impact in accordance with the provisions of 310 CMR-40.0975. In review of all foreseeable future uses and activities at the Site, the most`restrictive `S-1 (GW-1/GW-2/GW-3) Method 1 - Risk Characterization standards are further evaluated. These standards were developed in consideration of potential ingestion, inhalation, dermal contact and environmental exposures, and in review of potential leaching of contaminants to groundwater. BACKGROUND [Refer to'Appendix B]" In early November 2008, the new tenant.of 27 Betty's Pond Road, Mr. Steve Lynch, was clearing brush around the 275-gallon fuel oil AST on the southern side of the subject building. Upon clearing the brush and removing a dilapidated structure from around the AST, Mr. Lynch observed soil staining Beneath the tank and that the bottom of'the AST was wet with fuel. Mr Lynch wiped down the tank bottom and placed a piece'of cardboard:and plastic container beneath Hazardous.Materials In ector lforltae Town of =ber -13, 2008, Ms, Cynthia Martin, the " it to see if the tank was:actu y p �i le was at the property'to perform a hazardous materials inventory. Upon'inspecting the fuel oil AST, Ms. Martin identified it as a leaking tank and ordered the:contents to be removed. Ms. Martin also contacted the Barnstable Fire Department who responded.to the scene. Barnstable Fire Department then in turn contacted the MA DEP, who .also responded to the scene.scene. Mr. Robert Murphy of the MA DEP subsequently issued a field Notice. of Responsibility to the tenant on behalf of the property owner. Based on observed conditions, the'MA,DEP classified-the.release as 2-Hour reporting - condition(Sudden Release of Threat of Sudden Release), and assigned Release Tracking Number (RTN) 4-21642 outlining.the requirement to engage a Licensed Site Professional and conduct an Immediate Response Action. Mr. Lynch subsequently contacted Auto Body Solvent Recovery Corp. to remove the . remaining oil from the tank. Auto Body Solvent Recovery Corp. pumped 75-gallons of fuel oil. from the 275-gallon tank'and{disposed of the fuel.at'Murphy's.Waste Oil Service in Woburn, MA. The old tank was`removed by Bill Wright ,of All Ne eds"Environmental Services of Barnstable, MA and was: disposed of at the Barnstable Transfer"Station Recycling' Center the following day. A copy of the hazardous waste manifest for the disposal of fuel and the recycling receipt for the AST conducted by the operator, Mr. Lynch, is included for reference in Appendix P• MARCH 9;2009 GREENSLADEBEA08-10065 PAGE 5 OF 12 t, A IMMEDIATE RESPONSE ACTION STATUS I,RTN 4-2*2 C. The property owner, Mr. Jack Greenslade, subsequently contacted BEA on November 17' 2008 to provide LSP Oversight and professional services. Shortly thereafter, BEA was retained and advised the Town of Barnstable officials and MA DER of such engagement. ENVIRONMENTAL ASSESSMENT.[Refer,to Appendix B]. Soil On December 4, 2008, BEA personnel traveled to the subject property to interview the tenants at the Site and perform, environmental assessment activities. During environmental ' assessment,activities on this date, BEA personnel performed eight hand borings in the area of release [Refer to Site Plan]. Two-fool°soil samples were collected from grade, to a maximum depth of 9' bgs. Refusals were encountered in,several hand borings during the assessment activities as attributed to filling of.the lot for development. The soil' samples were placed.'in 8-ounce glass jars; sealed with aluminum septa and' agitated to develop organic vapors.. The 'soil samples were then field screened for total organic volatiles (TOV) with a photoionization detector (PID) [Thermo,-Environmental 580B OVM, 10.6 eV lamp, calibrated to benzene standard] by "jar headspace" method as consistent with the MA DEP Soils Policy(WSC-94-400). Field screening of soil 'Samples,reported significantly elevated TOV concentrations from grade to 9' bgs. Based on the`initial`environmental assessment and field screening conducted; significant soil impact was indicated to`9' bgs in a 9'x 7' area centered on the area of the former;AST. Representative soil samples were submitted to the laboratory to qualify field results in review of an appropriate remedial response wherein the release is against the building and the abutting property line is 11' off the building. At the time of sampling, BEA also collected a soil sample "Stockpile Composite" for TPH analysis in review of waste characterization and disposals options. The°results.of initial filedscreening of soil samples is, ' presented on Table I. TABLE I:27 BETTY'S POND-ROAD-HYANNIS,MA;RTN 4-21642 SUMMARY OF FIELD SCREENING ASSESSMENT-PID READINGS LOCATION/ „ DEPTH 'b s HB-1 HB-2 HB-3 11114' HB-5 HB-6 HB-7 HB-8 118 90.5 77.7 22.0 3.1 0-2' refusal 1 139.5 refusal 1 11.7 refusal 1 refusal 1 refusal 1 25.2 24' NA 138.0' NA 1.0 NA NA NA 14.5 ' 4-6' NA 127.0 NA 3.1 NA NA NA7 14.5 1.7 15.2 6-8' NA 158.0 NA refusal@ T NA •NA NA refusal 8' 131.7 8-10, NA refusal @9 NA NA NA NA - NA NA TPH=Total Petroleum Hydrocarbons,EPH=Extractable Petroleum Hydrocarbons t BRL Below Reportable Limit,Shaded areas represent applicable MCP criteria. MARCH 9,2009 GREENSLADEBEA08-10065 - PAGE 6 OF 12 IIvIIvIEDIATE RESPONSE ACTION STATUS I,RTN 4-21642 ,. - Laboratory analytical results received December 12;2008, reported significant EPH/PAH contamination in the HB-2: 8-9' sample, as substantiating significant impact from'grade to at, least 9' bgs. The Stockpile Composite soil sample from this,boring reported a TPH concentration of 8,800 ppm•as significantly greater than the strictest S-1/S-2/S-3 (GW-1/GW-2/GW-3),Method 1 -Risle Characterization"thresholds as,establishingsignificant impact to soils within the area of = .the former AST. Groundwater Based on the•depth to groundwater projected at 12-15' bgs°and significant soil impact to ' at least 9' bgs, a threat to groundwater was determined to exist at the Site. As such, BEA returned to the Site on January 8, 2009 to direct test borings and the installation of monitoring wells as performed by.Jenkins Well Drilling of Brewster, MA [Refer to Site Plan]. Boring locations. were selected as based on._presumed groundwater flow direction, proximity to the release area and as intermediate to identified receptors., A test.boring (TB-9) vas'advanced-,to depth first as clearly downgradient and'offsetting HB-2 to establish if groundwater impact was present. Continuous split spoon sampling was conducted to the groundwater interface at 15.5' bgs with no impact observed. Additional split spoon soil samples were collected below the groundwater interface from 16-18' bgs and 18-20'- bgs.'with olfactory evidence of petroleum, t impact noted. TOV .concentrations` in the .16-18"-bgs sample ,reported 60 pp indicating L` significant impact below,the groundwater interface. The .16-1 V..soil sample was collected and preserved and ices for TPH "fingerprint" analysis to qualify the source and magnitude of such impact. At this location immediately,outside the area of proposed excavation, a test well, TW-T was set. 1 _ The augers and'sampler were decontaminated and additional borings were conducted for the placement of additional monitoring wells. Test boring TB-10 (MW-2) was located to the southwest of the release as potentially downgradient and intermediate abutting condominium and' the un-named stream. Test boring TB-111,(MW-3) was located to the southeast of the release area` as potentially downgradient and intermediate to abutting residential-dwellings and`Aunt Betty's,, Pond beyond. Test boring TB42 (MW-4)was located in an assumed upgradient location off the northwest corner of the building. Discrete soil sampling and field screening at these other test boring locations (MW-2, MW-3,and MW-4) reported no elevated TOV concentrations and were j. M consistent with background conditions as indicating no significant soil or groundwater impacts [Refer to ,Geologic Borehole Logs,Appendix B]. The monitoring wells were finished above grade with locking aluminum caps before Jenkins Well Drilling departed the Site. BEA personnel subsequently,taped-in the monitoring wells for site plan development. BEA finished the day by recording static water level measurements. and establishing top-of-casing elevations towards groundwater'flow determination. BEA returned to the subject property on January 12, 2009 to conduct monitoring well development and sampling. Upon arrival, static water level measurements were recorded at each monitoring well towards'purge purge calculations and'Site-specific groundwater flow determination [Refer to Appendix B].. 'BEA personnel,,surveyed the top-of-casing elevations tos a common vertical datum in order to qualify local:groundwater.flow direction.. Each of the monitoring wells MARCH 9,2009 GREENSLADE/BEA08-10065 PAGE 7 OF 12 IM?vIEDIATE RESPONSE ACTION STATUS I,RTN 4-21642, was then developed and subsequently sampled in review of environmental impact and risk ` characterization. Temporary well TW=1 was sampled.for EPH and VPH"including target " analytes. The remaining monitoring wells were sampled for TPH as screening tool for the presence of petroleum hydrocarbons. The groundwater samples were collected in appropriately preserved laboratory containers for EPHNPH/TPH analyses and field preserved on ice. Static water-level measurements established local groundwater flow to the southwest towards a drainage ditch immediately west of the.subject property and an unnamed stream further west. By discounting the westernmost monitoring wel(MW-2), groundwater flow at the site has a more subtle southeasterly flow direction. As previously indicated, both of these flow directions will be considered during solute transport modeling. Groundwater gauging and the calculated local groundwater contours confirmed the utility of monitoring well TW-1 as directly downgradient from the release area and within 3'feet(+/-)'`of the area of impact: ADDITIONAL ENVIRONMENTAL ASSESSMENT Soil F On February 13, 2009 BEA personnel returned to the Site to perform hand borings . beneath the concrete floor inside the.subject building. The purpose of the assessment was to determine the magnitude'of impact beneath the subject building for consideration of structural shoring for proposed excavation activities. A hole was drilled' in the concrete floor with a concrete flooring bit and hand boring HB-13 and HB-14 were advanced within the subject. building adjacent to the area'of release. Two-foot soil-samples were collected from grade, to a maximum .depth of`9'. bgs. Refusals were encountered in both hand borings during the assessment activities as attributed to filling of the lot for development. The soil samples a were placed in 8-ounce glass jars, sealed with aluminum septa and agitated to develop organic vapors; The soil samples were then field screened for total organic volatiles (TOV) with a photoionization detector (PID) [Thermo Environmental 580B OVM, 10.6 eV lamp, calibrated to. benzene standard] by "jar headsp ace"-method as consistent with the MA DEP -Soils Policy (WSC-94-400). Field screening of soil . samples reported. low TOV concentrations from grade to 5' bgs, A single soil sample (HB-13:0-5') was submitted to a MA certified laboratory for total petroleum hydrocarbons (TPH) analysis. .Results of the laboratory " analysis were received .on February 24,'2009. The.results reported no concentrations of TPH above the method detection limits of the analysis indicating no significant impact to subsurface soils below the building slab from 0-5'. This information was used to allow the contractor to - modify theirproposals in consideration of'shoring requirements: RISK CHARACTERIZATION/IMMINENT HAZARDS [Refer to Appendix D] Soil As presented, the S-2 and S-3 (GW-1/GW-2/GW73) soils categories are applicable in consideration of Method 1 Risk Characterization, as consistent with the provisions of 310 CMR MARCH 9,2009 GREENSLADE/BE'A08-10065 PAGE 8 OF 12 - RAIV1EDIATE RESPONSE ACTION STATUS 1,RTN 4-21642 40.0933. These standards were developed to evaluate potential.ingestion (S-1), inhalation (S-2) and environmental (S-3) exposures; and.in consideration of potential leaching of contaminants to groundwater(9W-1/GW-2/GW-3). For the purposes of risk characterization,the most restrictive S-1/S-2/S-3 (GW-1/GW-21GW-3), Method l - Risk Characterization standards are considered in. : . review of ingestion, inhalation and dermal contact exposures related to foreseeable future uses and activities at the Site. rt Field screening has_indicated significant petroleum impact in soils to at least 9' bgs." Laboratory analysis has also reported fractional EPH•concentrations greater than the applicable S-2/S-3 and most stringent S-1 (GW-1/GW-2/GW-3), Method 1 - Risk Characterization thresholds to 9' bgs. As such, laboratory analytical has substantiated significant soil impact to some 8-9'bgs as requiring remedial response and Site cleanup activities. TABLE II: 27 BETTY'S POND ROAD HYANNIS,MA;RTN 4-21642 SUMMARY OF TPH/EPH LABORATORY ANALYSIS-ENV.ASSESSMENT ' METHOD 11 RISK CHARACTERIZATION: SOIL [ug/g=ppm] . �:-y.+.-.r�_`I�•;rrr-.fir^--- A r----�.� -.�..s- -f't�- +fir #�-•y-a - �,3:T Exposure Point RESULTSSOIL STD', 1 2 SOIL.STD9 t�S=3 S01L`S1D g -`�r---^'"'—ac-- F Location&Analyte (jtg/g=PPM) ° `(pft=-pp) _ 4 ,yt (µF�B�PPm)µl' (pglB PP) wY` .g310 CMR O 097 (6)(a) , 310 CMR 40.0975(6)(a)' 3 J3lp CMR 40 0975(6)(a) (Depth b s 12/4/08 and 1/4/09 GW 1/GW 2/GWc3`�� -GW 1/GW-2/GW 3V. Stockpile Comp. if:.: `s . r TPH 8,800 _.. 1000/I 000/1000{ f 3 000(3 000/3 000 5 000/5 000/5 600 . HB-2:8-9' H x C9-C18 Aliphatics 1,200 1,000/1,000/1,000 3 000/3,000/3 000: - t 3,60-615,000/5;000j C19-C36 Aliphatics 350 3,000/3,000/3,000 t *•5 000/5 000/5,000 $ ;5,000/5 000%5;000 Y t, _ .; . C11-C22 Aromatics 1 100 1000/1000/1000 +1000/3,000/3,000_ i ,1,000/5 000/5 000 -: TB-9:16-18' R u TPH 3,500 fuel oil 1000/1000/1000 3 000/3 000/3 000 5 000/5 000%5,00 TPH=Total Petroleum Hydrocarbons,EPH=Extractable Petroleum Hydrocarbons BRL=Below Reportable Limit Shaded areas represent applicable MCP criteria. Groundwater Based on the PDWSA` designation and proximity to groundwater and the depth to groundwater.as being less than 15' bgs and within 30' of an occupied building, the GW-1, GW-2 -and GW-3 groundwater categories are applicable in consideration of Method 1 - Risk Characterization, as consistent with the-provisions of 310 CMR 40.0932. These standards were developed to evaluate potential ingestion(GW-1),.inhalatiofi (GW-2) and environmental(GW-3) exposures. Groundwater sampling and associated,laboratory,analysis reported significant impact in monitoring well TW4 above the applicable GW-1 Method 1 Risk Characterization Standards as. directly downgradient from the release area. As such, laboratory analytical has substantiated significant groundwater impact as requiring remedial response and.Site'clean up activities. } •, t MARCH 9,2009 GREENSLADEBEA08-10065 PAGE 9 OF 12 IMMEDIATE RESPONSE ACTION STATUS I,RTN 4-21642 TABLE III: 27 BETTY'S POND ROAD-HYANNIS,MA;RTN 4-21642 SUMMARY OF EPH/VPH/TPH LABORATORY ANALYSIS-ENV.MONITORING METHOD 1-RISK CHARACTERIZATION: GROUNDWATER I u = b tEx Exposure RESULTS 1 1E SSiTD Ga1W&2'$TD ' # G-W-r 3 STD,+ Location (ug/g=pp-) $ ' � ( ppm) •< (t���pn�), z_ r` (µ€!� P> ) ` e th below grade surface 1/12/09 i 4316 CMR_40.60.7 6 a 310 CMR 40.0975 6 a 3101-171- " -CMR 40 09,7"5 6 a TW-1 fia hw} 4 EPH ': r ♦♦ r. k ((�� � � A .; - ., C9-C18' 590. #�° c� 00 t 3 : a� �5 0�00` * •} i *� f no 000 C19-C36 BRL(<500) x" 14,000" 1 N? r ,` 50 000 C11-C22 320s•F 0 t -F a1 50000 fix* *'� s.. r `r 0 # C Targets(detects only) "w 1 t � ;R henanthrene 0.5 _,.< ,-404 A A. ,a ��,a_ 10;00t TW-1 VPH C5-C8 BRL(<20) 300* x t: � rv3 000 s 50 600 r 4 C9-C12 BRL(<20) ;y3 C9-CIO 26 '200, `•+ 7 000 9 c 15044 000) N " All Targets BRL <5 Ir Vanes C Vanes *' Vanes° MW-j 4 a ' 8#� ,`t rS r n*gam ' j r TPH' BRL <200 « 200 + Z200, '2—:'' MW-3 `' TPH BRL <200 " ,'200• —5,000 MW-4 TPH BRL <200 {' #'`200 _ _r ' 200 x .i mom.� �_ 5,0' — TPH=Total Petroleum Hydrocarbons EPH=Extractable Petroleum Hydrocarbons,PAH=Polynuclear Aromatic Hydrocarbons VPH=Volatile Petroleum Hydrocarbons,BRL=Below Reportable Limit Shaded areas represent applicable MCP criteria. IMMEDIATE RESPONSE ACTION PLAN [Refer to Appendix E]_ Remedial Response Actions Subsequent to the election of"a xontractor and the execution of the Access Agreement , [Refer to Appendix B], the excavator will remove contaminated soils with direct load into standing dump trucks such that there will be no,laborers in the excavation in consideration of worker safety. BEA will direct the removal of an estimated 35 yards of contaminated soils from the projected area of soil removal ras approximately 6'x 9'.x 15' (D)." Subsequent to the exposure of groundwater, the excavation operator will be instructed to,dig a sump for the evacuation of up to 2,500 gallons of impacted groundwater by a "vac-truck" in order to remove impacted soils . below the groundwater interface to..18' bgs. - The suppression will then be shut down and the excavation will be allowed to fill with groundwater. Groundwater will be skimmed from the surface and or absorbent pads applied to the open excavation if any LNAPL or sheen,is observed: i. MARCH 9,2009 GREENSLADEBEA08-10065 PAGE 10 OF 12 1MMEDIATE RESPONSE ACTION STATUS I,RTN 4-21642. Field PID screening and Dexsil field-testing will be utilized as-technical guidance in support of excavation operations. All,•iinpacted soils will be transported directly on an executed Bill of.Lading to the Aggregate Industries facility in,South Dennis, MA for asphalt recycling. At which point field screening.indicates the effective removal of all significant soil impact, end- point samples will be collected' along the'sidewalt and bottom ofhole areas and preserved for MA Certified analysis of EPH/PAH and-VPH/BTEX in review of remedial response performance and risk characterization. 'TPH analysis may be used'as,a',cost saving measure wherein field testing indicates petroleum impacts are likely absent: Upon the excavation and disposal of significantly,impacted soils, a passive SVE/sub-slabl venting system will be constructed and installed in.the former area of release. The venting system will be constructed of 4" perforated PVC pipe laterals, as.set in washed stone along the bottom-of-hole area. A 4" solid piece of PVC riser Will be plumbed to the lateral component, run outside the footprint of the building and connected to a wind turbine for the passive venting of residual petroleum volatiles outside the building [Refer to,Site Plan]. The venting system will i serve to evaluate potential vapor entry into the occupied structure.by Level 1, Soil Gas Screening.' The venting system will also provide•the flexibility to deliver remedial additives, if necessary, to mitigate potential residual,impact in soils or groundwater and/or to serve as a point discharge for treated groundwater if necessary. - The further treatment of isolated soils and/or impacted groundwater will be evaluated , from the results of end-point soil sampling and future quarterly groundwater assessment. The consideration of a bioremediation application will be partially based on a"bench top"treatability analysis of impacted soils by Micro-Bac International, Inc. of Round Rock, Texas. Laboratory results of heterotrophic bacteria and nutrient testing of representative soil and groundwater samples will also be considered in selecting any potential remedial additives or strategies. Additional testing may be conducted for the physical and•'chemical properties of the soils for . further consideration of treatment. Specifications of potential remedial equipment, operations and maintenance, or potential chemical oxidation treatments will be dictated by the additional analysis and pilot testing to be conducted. Such additional treatment will be represented as a - modification of the'IRA, if applicable, to be reported in subsequent IRA Status (IRAS)reports. All such work will be compiled on "Inspector's Daily Record of Work Progress" reports and reported in the IRA Status Report II (IRAS II)to be submitted within 60-days of this filing. Environmental Monitoring, , Subsequent to the completion of soil removal operations and the aforementioned end point soil analysis, BEAT will monitor TOV concentrations at. the venting system riser in consideration of risk characterization, natural degradation of residuals and potential for impact to indoor air quality as consistent with the provisions of the VPH/EPH Guidance Policy and 310 CMR 40.0942. The reported TOV concentrations will be recorded in order to ,track the degradation of residuals towards background and in review of the potential for adverse impact to indoor air quality. , MARCH 9,2009 GREENSLADEBEA08-10065 PAGE 11 OF 12 IMMEDIATE RESPONSE ACTION STATUS I,RTN 4-21642 Under a the negotiated access with the abutter, an additional monitoring well will be constructed further downgradient of. TW-1 to qualify the extent of significant groundwater impacts relative to potential exposure risks. Quarterly (April.' July, October) groundwater sampling of the monitoring wells will continue in the next reporting period in review of potential groundwater impact and risk characterization: Downgradient monitoring wells TW-1 and the proposed MW-5 will be sampled for EPHNPH�in consideration"of.environmental impact and' risk characterization: The other monitoring wells will be sampled for TPH as a cost savings measure providing effective screening for groundwater impacts by'fuel oil. As previously noted, decisions regarding groundwater treatment will be made as additional environmental data is developed and presented in future IRA Status reports. Groundwater monitoring will'be conducted through at least'three quarters i1.n order to qualify potential impact to.shallow groundwater,"in,'accordance with the provisions of MA DEP . Policy WSC-02-411 as within a PDWSA. During sampling events;all associated monitor wells will be gauged to confirm groundwater flow direction. :Field,measurements of groundwater elevations, olfactory and' visual observations and the field-testing of pH, dissolved oxygen, conductivity and temperature will be reported on Monitoring Well Sampling Logs. Field' inspections will be conducted and documented on "Inspector's Daily Record of Work Progress" reports will be completed to document Site w inspections .and environmental monitoring as , consistent with the QA/QC Policies Hof BEAYoutline&within Appendix E. Personal protection and safety standards for BEA are specified in the Site Specific Health and Safety Plan outlined in Appendix F. CONCLUSIONS A reported 20-gall6ns of fuel oil was'released from a 275-gallon AST at the.subject property. Based on the degree of weathering, additional leakage may have occurred prior_to discovery as would account for the,, depth of documented impact. Following discovery, ' environmental assessment activities established the magnitude and extent of soil impacts as apparently extending from grade through.the current groundwater interface at approximately 15' bgs in the area of the. former tank further`downgradient. The magnitude of such petroleum , hydrocarbon impacts are greater than the applicable S-1 and S-2/GW-1, GW-2 and GW-3, Method 1 — Risk Characterization standards. Furthermore, significant groundwater impact has been documented above the applicable. GW-1 Method' 1 - Risk Characterization Standards in an area of the former AST as apparently extending downgradient a limited distance. The petroleum impact noted in soils and groundwaterthat define the Site 'as a portion of the subject property, represent potential inhalation and ingestion exposure risk to the occupants and visitors to the property as requiring remediation to absolve potential exposures and support of condition of"No Significant Risk"to meet regulatory closure objectives. Proposed response actions represented"within:this IRA Plad included the excavation, off- site transport and disposal of'up`to 35•cubic yards of impacted"soils, the'evacuation'of up to 2,500 gallons of impacted groundwater.' As,-.Such,•remedial response activities will proceed as soon as possible. • MARCH 9,2009 ` GREENSLADEBEA08-10065 PAGE 12 OF 12 IIvIlvIEDIATE RESPONSE'ACTION STATUS IIRTN 4-21642 Subsequent to the:completion of remedial response,activities„and receipt of confirmatory , - ' soil and-groundwater analytical-results,,,-an evaluation of?-the need for additional treatment to support a permanent solution for,project.closure will be evaluated: The proposed remedial x' response action herein,and results'of additional;environmental assessment activities will be', reported within an IRA Status or Completion.report•within 6 months Hof this filing (April 15, ' 2009). In the interim, if you have any„questions,or need°additional information,'please,contact our office at your earliest convenience., - Sin ely BtNNVJ ONMENTAL ASSOCIATES,INC ` 4 D nne , LSP Jo Ta -Wie t,. Principal $e or'Project.Manager >.+ Encl: - Supporting Documentation [Appendices A F]r cc:' Jack Greenslade - Property Owner sy. Thomas McKean Barnstable Board of Health) John Klimin—.Barnstable Town Manager) Deputy Chief Dean 1Vlelanson—Barnstable Fire Department) • 1 Narrative,.Title Page and Site Plan provided'under public notice distribution requirements pursuant to'paperwork, , p , reduction policy: Full copies of reports(electronic or paper)provided on written,request. a fF _ _ f IMMEDIATE RESPONSE ACTION-PLAN SUPPORTING DOCUMENTATION RTN#4-21642 02� Commercial Property , Betty's Pond Road- Hyaririis, MA' [Assessors Map 290,Parcel 841 MARCH 9,2009 Prepared For: MA DEPARTMENT OF ENVIRONMENTAL PROTECTION Southeast Regional-Offices:Bureau of,Waste Site Cleanup/Emergency Response Section 20 Riverside Drive-Lakeville,MA 02347 Robert,Muiphy Case Officer Prepared By:. BENNETT ENVIRONMENTAL ASSOCIATES,INC. 1573 Main Street-Brewster;-MA 02631 ' David C.Bennett,LSP On Behalf Of: Jack Greenslade,Property Owner 49 Deerbrooke Circle Southington,CT 06486 APPENDIX A:Reference Plans -Figure 1: Site Locus Plan [USGS Topographic Quad.,Hyannis,MA. 1998](excerpt) Figure 2: Ground-Water Resources of Cape Cod,MA[LeBlanc et al, 1986](excerpt) -Figure 3:MA DEP BWSC GIS Map [2008], '' + "Immediate Response Action..."Prepared by B M ENNETT ENVIRONENTAI; Site'Plan entitled,. Immed • ,. � ASSOCIATES,INC.,dated March 4,2009. APPENDIX$:Field Reports � � �•, -Inspectors Daily Record of Work Progress-41 (2/13/09) k `- -Monitoring Well Sample Log(2/13/09) -MFRE Realty,LLC.Access Agreement(soil removal logistics/monitoring well placement) APPENDIX C:Environmental Records/Permits -BWSC-105: Immediate Response Action Transmittal Form' APPENDIX D: Laboratory Analysis -Groundwater Analytical,Inc. [Soil(2/24/09)] APPENDIX E: Quality Assurance/Quality Control Plan APPENDIX F:Health and Safety Plan x t. ` I 71 Massachusetts Department of Environmental Protection Bureau of Waste Site-Cleanup' BWSC105 IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424'-40.0427(Subpart D) A. RELEASE OR THREAT OF RELEASE LOCATION: M 1. Release Name%Location Aid: CAR REPAIR FACILITY J' 2. StreetA`ddress: 27�BETTYS PONDARD:_ 3. City/Town: HYANNIS 4. ZIP Code: 026010000 5.UTM Coordinates: a.UTM N: 4611546 b. UTM E: 1391837 ® 6. Check here if a Tier Classification Submittal has been provided to DER,for this disposal site. . ❑ a. Tier IA b. Tier.IB c. Tier IC• d.•Tier ll 7. Check here if this location is Adequately Regulated,pursuant to 310 CMR 40.0110-0114. Specify Program(check one): ❑ a.-CERCLA b. HSWA Corrective Action ❑ c. Solid Waste Management ❑ d. RCRA State Program(21 C Facilities) B.THIS FORM IS BEING USED TO: (check all that apply) 1. List Submittal Date of Initial IRA Written Plan(if previously submitted): 1/26/2009 (mm/dd/yyyy) 2. Submit an Initial IRA Plan. 3. Submit a Modified IRA Plan of a previously submitted written IRA Plan. a 4. Submit an Imminent Hazard Evaluation.(check one) a. An Imminent Hazard exists in connection with this Release or Threat of Release. b. An Imminent Hazard does not exist in connection with this Release or Threatof Release. Fc. It is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release,and further assessment activities will be undertaken. d. It is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release. However, response actions will address those conditions that could pose an Imminent Hazard. 5. Submit a request to Terminate an Active Remedial System or Response Action(s)Taken to Address an Imminent Hazard. ✓❑ 6. Submit an IRA Status Report: r . ® 7. Submit a Remedial Monitoring Report.(This report can only be submitted through eDEP.) a.Type of Report:(check one) ❑ I. Initial Report ii._ Interim Report �, iii. Final Report b.Frequency of Submittal:(check all that apply) ❑ I. A Remedial Monitoring Report(s)submitted monthly to address an Imminent Hazard. _ 0 ii. A Remedial Monitoring Report(s)submitted monthly to address a Condition of Substantial Release Migration. iii. A Remedial Monitoring Report(s)submitted concurrent with a IRA Status Report., c. Number of Remedial Systems and/or Monitoring Programs: A separate BWSC105A,IRA Remedial Monitoring Report,must be filled out for each Remedial System and/or Monitoring Program addressed by this transmittal forma Revised:2/9/2005 Page 1 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA) TRANSMITTAL,_ Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) B.THIS FORM IS BEING USED TO(coat.): (check,all that apply) E] 8. Submit an IRA Completionstatemen't. a. Check here if.futu*re response actions addressing this Release or Threat of Release notification condition will be ❑ conducted as part of the Response Actions planned or ongoing at a Site that has already been Tier Classified under a ' different Release Tracking Number'(RTN)'. When linking RTNs,•rescoringvia the NRS is required if there is a reasonable likelihood that the addition of the new RTN(s)would change the classification of the site. b. Provide Release Tracking Number of,TierClassified Site(Primary RTN): , These additional response actions must occur according,to the deadlines applicable to the Primary RTN.Use the Primary ' RTN when making all future submittals for the site unless specifically relating to this,Immediate Response Action. ® 9. Submit a Revised IRA Completion Statement. (All sections of this transmittal form must be filled out unless otherwise noted above) C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT IRA: . 1. Identify Media Impacted and Receptors Affected: (check all that apply) a. Air ® b. Basement, ® c. Critical Exposure Pathway, d. Groundwater ® e' Residence ® f. Paved Surface ® ,g.Private Well ® h.. Public Water Supply [ i. School ® j. Sediments 2] k. Soil E] 1. Storm Drain' m. Surface Water ® n. Unknown ®; o. Wetland ® p. Zone 2 q. Others Specify: 2.'Identify Oils and Hazardous Materials Released: (check all that apply) i p✓ a. Oils ❑ b. Chlorinated Solvents - c.Heavy Metals d. Others SpecifyNIRGIN NO- 2 FUEL OIL D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts) Q 1. Assessment and/or Monitoring Only 0✓ 2. Temporary Covers or Caps 3. Deployment of Absorbent or Containment Materials ❑ 4.,Temporary Water Supplies 5. Structure Venting System ® 6. Temporary Evacuation or Relocation of Residents 7. Product orNAPL Recovery 0- .8. Fencing and Sign Posting ® 9. Groundwater Treatment Systems ❑ 10. Soil Vapor Extraction -11. Bioremediation 0 II Air Sparging Revised: 2/9/2005 a, s-- Page 2 of 6.. Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) - 21642 D. DESCRIPTION OF RESPONSE ACTIONS(cont.): (check all that apply,for volumes list cumulative amounts) ❑ 13. Excavation of Contaminated Soils ❑ a. Re-use, Recycling or,Treatment ❑ i.On Site Estimated volume in cubic yards ❑. ii.Off Site Estimated volume in cubic yards ` Town: iia.Receiving Facility: State: iib.Receiving Facility: Town: State: iii. Describe: ❑ b. Store ❑ i.On Site Estimated volume in cubic yards ❑ ii.Off site Estimated volume in cubic yards iia.Receiving Facility: Town: State: iib.Receiving Facility:" Town: State: ❑ c. Landfill ❑."i.Cover Estimated volume in cubic yards. 1 Receiving Facility: Town: Stater ii.Disposal Estimated volume in cubic yards Receiving Facility: Town: State: ❑✓ 14. Removal of Drums,Tanks or Containers: a. Describe Quantity and Amount: - b. Receiving Facility: T.O. BARNSTAB'LE RECYCLING CE-Town: BARNSTABLE State: MA c. Receiving Facility: Town: ` State: rr ❑✓ 15. Removal of Other Contaminated Media: a.Specify Type and Volume: 75-GALLONS OF FUEL OIL b.Receiving Facility: MURPHY'S WASTE OIL SERVICE,INTown: WOBURN State: MA c.Receiving Facility: Town: State: y ❑ 16. Other Response Actions: Describe: ❑ 17. Use of Innovative Technologies: Describe: Revised: 2/9/2005 Page 3 of 6 f Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 } . IMMEDIATE RESPONSE ACTION!(IRA)TRANSMITTAL Release Tracking Number 711 FORM Pursuant to 310 CMR 40.0424 40.0427(Subpart D) - 21642 r E. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that l have personally examined and am familiar with„this transmittal form, including any and all documents accompanying this submittal. In my professional opinion`and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 41.02(2)and(3),and 309 CMR 4.03(2),and (iii)the provisions of 309 CMR4.03(3),-to the best of.my knowledge,information and belief, > if Section B of this form indicates that an Immediate Response Action 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)complies(y)with the identified provisions of all orders, permits,and approvals identified in this submittal; > if Section B of this form indicates that an Imminent Hazard Evaluation is being submitted,this Imminent Hazard Evaluation was developed in accordance with the applicable provisions of M.G.L.c.21 E'and 310.CMR 40.0000,and the assessment activity(ies)- undertaken to support this Imminent Hazard Evaluation comply(ies)with the applicable provisions of M.G.L.c.21 E and 310 CMR:. 40.0000; > if Section B of this form indicates that an Immediate Response Action Status Report and/ora Remedial Monitoring Report is(are)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; > if Section B of this form indicates that an Immediate Response Action Completion Statement ora request to Terminate an Active Remedial System or Response.Action(s)Taken to Address an Imminent Hazard 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 actions)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#: 4363 DAVID:C BENNETT 2. First Name: 3. Last Name. rt 4.. Telephone; 5088961706 5. EA.: FF- 6 FAX;H David CBennett y _# a �� of 7. Signature: 03h 2/2009 - 9.LSP Stamp 8. Date: } ' _ (mm/dd/YYYY) Electr0niG Seal _a Site P� Revised: 2/9/2005 Page 4 of 6 L71Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATERESPONSE"ACTION (IRA)TRANSMITTALRelease Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) - 21642 F. PERSON UNDERTA QNG IRA: 1. Check all that apply: ❑ a.change in contact name . b.change of address C. change in the person undertaking response actions 2. Name of Organization: 3. Contact First Name:IJACK 4. Last Name: GREENSLADE 5. Street: 49 DEERBROOKE CIRCLE 6.Title: 7. City/Town: SOUTHINGTON 8.;State: CT 9. ZIP Code: 1064890000 10. Telephone: 11.Ext.: 12. FAX: G. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAIKING IRA: ✓® 1. RP or PRP a.,Owner b. Operator , c. Generator d..Transporter 0 e. Other RP or PRP Specify: PRP GENERIC,OR NON-SPECIFIED Q 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 IRA Specify Relationship: H.REQUIRED ATTACHMENT AND SUBMITTALS: 1.Check here if any Remediation Waste,generated as a result of this IRA,will be stored,treated,managed,recycled or El reused at the site following submission of the IRA Completion Statement. If this box is checked,you must submit one of the following plans,along with the appropriate transmittal form. a. A Release Abatement Measure(RAM)Plan(BWSC106) 'Q b.Phase IV Remedy Implementation Plan(BWSC108) ' 2. 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. o3. Check here to certify that the Chief Municipal Officer and the Local Board of.Health were notified of the implementation of an Immediate Response Actiori taken to control,prevent,abate ior-eliminate an Imminent Hazard. ® 4. Check here to certify that the Chief Municipal Officer and the Local Board of Health were notified of the submittal of a Completion Statement for an Immediate Response Action taken to control,prevent,abate or eliminate an Imminent Hazard. ❑ 5. 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. ✓❑ 6. Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised: 2/9/2005 Page 5 of 6 f L71Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA) TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.042-7(Subpart D) a - 2'1642 I. CERTIFICATION OF PERSON UNDERTAKING IRA: Jack Greenslade 1. I, x � attest under the pains and penalties of perjury(i)that I have personally , examined and am familiar with the information contained in this submittal,lincluding any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible;for obtaining the information,the m material information contained in this submittal is,to the best of .y'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 foi 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: Jack Greenslade y 3. Title: PROPERTY OWNER Signature 4. For: 1JACK GREENSLADE 5. Date: 03/12/2009 (Name of person or entity recorded in Section F) (mm/dd/yyyy) ® 6. Check here if the address of the person providing certification is different from address recorded in Section F. 7. Street: s 8. City/Town: - 9. State: 10. ZIP Code ' 11. Telephone: 12.Ext.: 13: FAX: 1.YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. 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:) Received sby DEP on • 3/12/2009 3:04:27 PM Revised:2/9/2005 Page 6 of 6 eDEP 'MassDEP's OnlineFiling System '. Page l of 1 M I .. •. assDEP Home I Contact Feedback I Tour I Privacy Policy MassDEP's Online Filing Syster6' ry:e � c Username:DAVIDBENNETT T My eDEP l 'Formsm` My Profi'Ie.m' Help f . ` Receipt ,. a " , h Forms Attach Files'' Signature Receipt Summary/Receipt tir r- ' $_ print receipt,, F&t Your submission is complete.Thank you for�using,DEP's online repartinisystem..k: You'can select"My eDEP"to"see a list of your transactions, DEP Transaction ID:229283 �{ Date and Time Submitted:'3/12/2009 3:04:27 PM'- Other Email p Form`Name:BWSC 105 IRA RTN: 4-21642` Location: CAR REPAIR FACILITY ` Address: 27 BETTYS POND RD,HYANNIS, 026010000, Person Making Submittal k m °JACK'GREENSLADE , 49 DEERBROOKE CIRCLE` SOUTHINGTON-CT 06.4890000 LSP : .. LSP±#: 4303 . R# LSP Name:DAVID C BENNETT A LL Person Making Certification ° JACK GREENSLADE `. 'Jack Greenslade Ancillary Document Uploaded/Mailed. V BWSC-lO5 Q.1306 -IRA Status Report-Uploaded{IRAS,upload report.pdf.pdf) My eDEP r MassDEP Home 1:Contact-I°Feedback,1,Tour I Privacy Polic -0:.ate -. ,.. `� •:' . MassDEP's Online Film S stem ver:8.4.1.0© 2008 Mass„ g Y DEP .•, i. - • - - �,• �� a cad;>," https:Hedep.dep.mass.gov%Pages/PrintReceipt.aspx _� 3/12/2009 BENNETT ENVIRONMENTAL ASSOCIATES, INC. LICENSED SITE PROFESSIONALS,ENVIRONMENTAL SCIENTISTS,GEOLOGISTS,SANITARIANS 1573 Main Street,P.O.Box 1743 (508)896-1706 Brewster,MA 02631 fax(508)896-5109 LETTER OF TRANSMITTAL TO: DATE: JOB NUMBER: MA DEP BEA08-10065 SERO-BWSC O1/21/2009 Mr.Robert Murphy,Case Officer 20 Riverside Drive REGARDING: Lakeville,MA 02347 IMMEDIATE RESPONSE ACTION PLAN Commercial Property,RTN 4-21642 27 Betty's Pond Road—Hyannis,MA[Assessor's Map 290,Parcel 84] SHIPPING METHOD: Regular Mail ❑ Pick Up ❑ Priority Mail ❑ Hand Deliver ❑ Express Mail ❑ Other uploaded ❑X Certified Mail ❑ Green Card/RR ❑ COPIES DATE DESCRIPTION 1 01/21/2009 IMMEDIATE RESPONSE ACTION PLAN Commercial Property,RTN 4-21642 27 Betty's Pond Road—Hyannis,MA[Assessor's Map 290,Parcel 84] For review and comment: ❑ For approval: ❑ As requested: ❑ For your use: 0 REMARKS: cc: Jack Greenslade-Property Owner Thomas McKean-Barnstable Board of Health (narrative,index page,site plan,transmittal forms only) John Klimm—Barnstable Town Manager(narrative,index page,site plan,transmittal forms only) Deputy Chief Dean Melanson—Barnstable Fire Department(narrative,index page,site plan,transmittal forms only) FROM: John Tadema-Wielandt/gjb If enclosures are not as noted,kindly notify us.at once BENNETTENVIRONMENTALAsSOCIATES, ZINC. LICENSED SITE PROFESSIONALS 6 ENVIRONMENTAL SCIENTISTS & GEOLOGISTS 6 SANITARIANS 1573 Main Street-P.O. Box 1743, Brewster, MA 02631 508-896-1706 Fax 508-896-5109 0 www.bennett-ea.com BEA08-10065 January 21, 2009 Mr. Robert Murphy, Case Officer MA DEPARTMENT OF ENVIRONMENTAL PROTECTION (MA DEP) Southeast Regional Office (SERO) Bureau of Waste Site Cleanup (BWSC) 20 Riverside Drive Lakeville,MA 02347 RE: IMMEDIATE RESPONSE ACTION PLAN Commercial Property, RTN 4-21642 27 Betty's Pond Road—Hyannis, MA [Assessor's Map 290, Parcel 84] Dear Mr. Murphy, BENNETT ENVIRONMENTAL ASSOCIATES, INC. (BEA)has prepared the following written Immediate Response Action Plan (IRAP) with Supporting Documentation as a summary of release discovery, response actions and environmental assessment undertaken to mitigate potential human exposures and environmental impacts associated with the release of a reported 20-gallons of #2 fuel oil from an aboveground storage tank (AST) at the above referenced property. This report, with supporting documentation, represents initial remedial response actions, inclusive of environmental assessment activities, conducted since Release Notification on November 13, 2008. In this period response actions have included 1) the capping of the release area against rainfall infiltration and`potential direct contact exposures, 2) the collection and testing of representative soil samples to define the extent and magnitude of significant soil impacts, and 3)the installation and testing of groundwater monitoring wells to qualify associated groundwater impacts. Based on these preliminary response actions, BEA is requesting approval for 45 cubic yards of impacted soils to be removed, 2,000-gallons of impacted groundwater to be evacuated as associated wth$dewatering and the installation of sub-slab venting/SVE manifold appurtenances as a contingency for additional soil or groundwater treatment. These remedial response actions will be supported by environmental assessment activities to document cleanup performance and evaluate remaining exposure risk and any potential Critical Exposure Pathways (CEPs), to identified receptors. This work will further investigate hydrogeologic conditions and solute transport mechanisms, and qualify the extent and nature of identified groundwater impact and any ambient air impacts and inhalation exposures associated with vapor entry to downgradient structures. In our review of current Site conditions, no Imminent or Substantial Hazards are present at this time. 1 EMERGENCY SPILL RESPONSE WASTE SITE CLEANUP SITE ASSESSMENT 0 ENVIRONMENTAL PERMITTING LAND USE PLANNING WATER SUPPLY DEVELOPMENT,OPERATION&MAINTENANCE WASTEWATER TREATMENT,OPERATION&MAINTENANCE JANUARY 21,2009 GREENSLADE/BEA08-10065 PAGE 2 OF 11 MVIEDIATE RESPONSE ACTION PLAN,RTN 4-21642 Future environmental assessment/monitoring activities will dictate the need for any additional remedial measures to be represented in future IRA Status reports to be filed within 60 days of this IRA Plan, and then to be filed in every six months hereafter, until a IRA Completion Report is filed. Remedial response activities proposed herein, and potentially to follow, are intended to mitigate all Critical Exposure Pathways and to facilitate a Permanent Solution in order to advert all potential risks to identified human and environmental receptors in support of a Class A, Response Action Outcome (RAO). It is the objective to offer an RAO within the one- year statutory deadline as dependent on concentrations of any residual soil impacts and/or the identification of any significant groundwater impacts in adjacent downgradient monitoring wells. The information herein serves as the technical rationale and justification for the environmental assessment and response actions previously conducted and those further activities proposed within. This work has and will continue to be conducted under direct LSP oversight in a manner consistent with the MCP Response Action Performance Standards (RAPS) pursuant to 310 CMR 40.0191 and the QA/QC policies of BENNETT ENVIRONMENTAL ASSOCIATES, 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 and LSP Opinions acknowledged by the certification on the attached BWSC-105 Transmittal Form. SITE DESCRIPTION [Refer to Appendix A] The subject property at 27 Betty's Pond Road is noted as Map 29, Parcel 84 on the Barnstable Assessor's Maps and is located on the western side of Betty's Pond Road, approximately 200 feet north of the intersection of Betty's Pond Road and West Main Street in the village of Hyannis, Town of Barnstable, MA [Refer to Figure 1]. The UTM coordinates for the Site are North 4611546 and East 391837. The property contains approximately 0.25 acres of land area and is extensively developed by a one and one-half story commercial building currently in use as an auto repair facility. The property also contains a residential dwelling and small outbuilding, which appear to have been abandoned for several years. The surrounding area is moderately developed in similar use as characterized by single-family residential properties to the north, residential condominiums to the east and west and business condominiums and other commercial properties to the south along West Main Street. Environmental assessment activities have identified a discrete area of significant soil impact greater the applicable Method 1 —Risk Characterization standards underlying the release area on the south side of the building to groundwater at 15' bgs. Groundwater impact has been confirmed in the TW-1 immediately south of the release at the subject property sideline. These areas which fuel oil has been released or has come to be located in soils and groundwater above the promulgated standards define the Site as currently a portion of the subject property. Additional environmental monitoring activities are prescribed to further define the Site to the south as potentially on the abutting property. JANUARY 21,2009 GREENSLADE/BEA08-10065 PAGE 3 OF 11 MN EDIATE RESPONSE ACTION PLAN,RTN 4-21642 At the time of this filing, access to the Site is unrestricted with low frequency/low intensity of use with children potentially present. The on-Site workers and visitors to the property are identified as the primary potential human receptors to petroleum hydrocarbon related exposures related to the Site. ENVIRONMENTAL CONDITIONS [Refer to Appendix A] Hydrologic references indicate groundwater exists at 15'NGVD (+/-) as projected within some 15' of grade surface wherein regional groundwater contours indicate a southeasterly flow direction towards Lewis Bay and Nantucket Sound beyond [Refer to Figure 2]. During the subsurface investigation at the property groundwater was encountered between 14 and 16' bgs. Site-specific groundwater flow has a steep gradient to the southwest, towards a drainage ditch immediately west of the subject property and an unnamed stream further west. If the groundwater elevation disparity in the monitoring well (MW-2) closest to the ditch is ignored, groundwater flow at the site has a southeasterly flow direction as consistent with regional groundwater contours. Based on the potential influence of wetlands and zero-head boundaries to the west, both of these flow directions will be considered within the solute transport modeling. Based on local groundwater flow, the unnamed stream flowing from Fawcett's Pond to the west of the Site represents the primary potential environmental receptor in consideration of Method 1 —Risk Characterization. According to the MA DEP BWSC GIS mapping program, the subject property is not located within the Zone II Protective Radius of a Public Water Supply (PWS), nor is it located within the Zone A protective radius of any surface water reservoir. No private wells are known to exist within 500' of the Site wherein the area is serviced by the Barnstable municipal water supply and distribution system. The subject property is located within a Potential Drinking Water Source Area (PDWSA) as immediately outside the Zone II and as part of the Sole Source Aquifer for all of Cape Cod East of the canal. The area is also mapped a medium-yield aquifer. l Based on this mapping, as well as the proximity to groundwater and reported hydrogeologic conditions, the GW-1, GW-2 and GW-3 groundwater categories are presently considered under Method 1 — Risk Characterization, per 310 CMR 40.0974. Based on Site conditions relative to frequency/intensity of use and accessibility of soils, the S-2/S-3 (GW-1/GW-2/GW-3) Method 1 —Risk Characterization standards are applicable to soil impact in accordance with the provisions of 310 CMR 40.0975. In review of all foreseeable future uses and activities at the Site, the most restrictive S-1/S-2/S-3 (GW-1/GW-2/GW-3), Method 1 — Risk Characterization standards are further evaluated. These standards were developed in consideration of potential ingestion, inhalation, dermal contact and environmental exposures, and in review of potential leaching of contaminants to groundwater. BACKGROUND [Refer to Appendix B] In early November 2008, the new tenant of 27 Betty's Pond Road, Mr. Steve Lynch, was clearing brush around the 275-gallon fuel oil AST on the southern side of the subject building. Upon clearing the brush and removing a dilapidated structure from around the AST, Mr. Lynch observed soil staining beneath the tank and that the bottom of the AST was wet with fuel. Mr JANUARY 21,2009 GREENSLADEBEA08-10065 PAGE 4 OF 11 MvMDIATE RESPONSE ACTION PLAN,RTN 4-21642 Lynch wiped down the tank bottom and placed a piece of cardboard and plastic container beneath it to see if the tank was actually leaking. On November 13, 2008, Ms. Cynthia Martin, the Hazardous Materials Inspector for the Town of Barnstable, was at the property to perform a hazardous materials inventory. Upon inspecting the fuel oil AST, Ms. Martin identified it as a leaking tank and ordered the contents to be removed. Ms. Martin also contacted the Barnstable Fire Department who responded to the scene. Barnstable Fire Department then in turn contacted the MA DEP, who also responded to the scene. Mr. Robert Murphy of the MA DEP subsequently issued a field Notice of Responsibility to the tenant on behalf of the property owner. Based on observed conditions, the MA DEP classified the release as 2-Hour reporting condition(Sudden Release of Threat of Sudden Release), and assigned Release Tracking Number (RTN) 4-21642 outlining the requirement to engage a Licensed Site Professional and conduct an Immediate Response Action. Mr. Lynch subsequently contacted Auto Body Solvent Recovery Corp. to remove the remaining oil from the tank. Auto Body Solvent Recovery Corp. pumped 75-gallons of fuel oil from the 275-gallon tank and disposed of the fuel at Murphy's Waste Oil Service in Woburn, MA. The old tank was removed by Bill Wright of All Needs Environmental Services of Barnstable, MA and was disposed of at the Barnstable Transfer Station Recycling Center the following day. A copy of the hazardous waste manifest for the disposal of fuel and the recycling receipt for the AST conducted by the operator, Mr. Lynch, is included for reference in Appendix C. The property owner, Mr. Jack Greenslade, subsequently contacted BEA on November 17, 2008 to provide LSP Oversight and professional services. Shortly thereafter, BEA was retained and advised the Town of Barnstable officials and MA DEP of such engagement. ENVIRONMENTAL ASSESSMENT [Refer to Appendix B] Soil On December 4, 2008, BEA personnel traveled to the subject property to interview the. tenants at the Site and perform environmental assessment activities. During environmental assessment activities on this date, BEA personnel performed eight hand borings in the area of release [Refer to Site Plan]. Two-foot soil samples were collected from grade, to a maximum depth of 9' bgs. Refusals were encountered in several hand borings during the assessment activities as attributed to filling of the lot for development. The soil samples were placed in 8-ounce glass jars, sealed with aluminum septa and agitated to develop organic vapors. The soil samples were then field screened for total organic volatiles (TOV) with a photoionization detector (PID) [Thermo Environmental 580B OVM, 10.6 eV lamp, calibrated to benzene standard] by "jar headspace" method as consistent with the MA DEP Soils Policy (WSC-94-400). Field screening of soil samples reported significantly elevated TOV concentrations from grade to 9' bgs. Based on the initial environmental assessment and field screening conducted, significant soil impact was indicated to 9' bgs in a 9'x 7' area centered on the area of the former AST. Representative soil samples were submitted to the laboratory to qualify field results in review of an appropriate remedial response wherein the release is against the building and the abutting property line is I I' off the building. At the time of sampling, BEA JANUARY 21,2009 GREENSLADEBEA08-10065 PAGE 5 OF 11 IMMEDIATE RESPONSE ACTION PLAN,RTN 4-21642 i also collected a soil sample "Stockpile Composite" for TPH analysis in review of waste characterization and disposal options. The results of initial filed screening of soil samples is presented on Table I. TABLE I:27 BETTY'S POND ROAD-HYANNIS,MA;RTN 4-21642 SUMMARY OF FIELD SCREENING ASSESSMENT-PID READINGS LOCATION/ DEPTH('bgs) HB-1 HB-2 HB-3 HB-4 BB-5 11113-6 HB-7 HB-8 118 90.5 77.7 22.0 3.1 0-2' refusal @ 1 139.5 refusal 1 11.7 refusal P refusal 1' refusal 1' 25.2 2-4' NA 138.0 NA 1.0 NA NA NA 14.5 4-6' NA 127.0 NA 3.1 NA NA NA 14.5 1.7 15.2 6-8' NA 158.0 NA refusal 7' NA NA NA refusal 8' 131.7 8-10, NA refusal 9' NA NA NA NA NA NA TPH=Total Petroleum Hydrocarbons,EPH=Extractable Petroleum Hydrocarbons BRL=Below Reportable Limit,Shaded areas represent applicable MCP criteria. Laboratory analytical results received December 12, 2008, reported significant EPH/PAH contamination in the HB-2: 8-9' sample, as substantiating significant impact from grade to at least 9' bgs. The Stockpile Composite soil sample from this boring reported a TPH concentration of 8,800 ppm as significantly greater than the strictest S-1/S-2/S-3 (GW-1/GW-2/GW-3),Method 1 —Risk Characterization thresholds as establishing significant impact to soils within the area of the former AST. Groundwater Based on the depth to groundwater projected at 12-15' bgs and significant soil impact to at least 9' bgs, a threat to groundwater was determined to exist at the Site. As such, BEA returned to the Site on January 8, 2009 to direct test borings and the installation of monitoring wells as performed by Jenkins Well Drilling of Brewster, MA [Refer to Site Plan]. Boring locations were selected as based on presumed groundwater flow direction, proximity to the release area and as intermediate to identified receptors. A test boring (TB-9) was advanced to depth first as clearly downgradient and offsetting HB-2 to establish if groundwater impact was present. Continuous split spoon sampling was conducted to the groundwater interface at 15.5' bgs with no impact observed. Additional split spoon soil samples were collected below the groundwater interface from 16-18' bgs and 18-20' bgs with olfactory evidence of petroleum impact noted. TOV concentrations in the 16-18' bgs sample reported 60 ppm indicating significant impact below the groundwater interface. The 16-18" soil sample was collected and preserved and ices for TPH "fingerprint" analysis to qualify the source and magnitude of such impact. At this location immediately outside the area of proposed excavation, a test well, TW-1 was set. The augers and sampler were decontaminated and additional borings were conducted for JANUARY 21,2009 GREENSLADEBEA08-10065 PAGE 6 OF 11 IMMEDIATE RESPONSE ACTION PLAN,RTN 4-21642 the placement of additional monitoring wells. Test boring TB-10 (MW-2) was located to the southwest of the release as potentially downgradient and intermediate abutting condominium and the un-named stream. Test boring TB-1 1 (MW-3) was located to the southeast of the release area as potentially downgradient and intermediate to abutting residential dwellings and Aunt Betty's Pond beyond. Test boring TB-12 (MW-4)was located in an assumed upgradient location off the northwest corner of the building. Discrete soil sampling and field screening at these other test boring locations (MW-2, MW-3 and MW-4) reported no elevated TOV concentrations and were consistent with background conditions as indicating no significant soil or groundwater impacts [Refer to Geologic Borehole Logs, Appendix B]. The monitoring wells were finished above grade with locking aluminum caps before Jenkins Well Drilling departed the Site. BEA personnel subsequently taped-in the monitoring wells for site plan development. BEA finished the day by recording static water level measurements and establishing top-of-casing elevations towards groundwater flow determination. BEA returned to the subject property on January 12, 2009 to conduct monitoring well development and sampling. Upon arrival, static water level measurements were recorded at each monitoring well towards purge calculations and Site-specific groundwater flow determination [Refer to Appendix B]. BEA personnel surveyed the top-of-casing elevations to a common vertical datum in order to qualify local groundwater flow direction. Each of the monitoring wells was then developed and subsequently sampled in review of environmental impact and risk characterization. Temporary well TW-1 was sampled for EPH and VPH including target analytes. The remaining monitoring wells were sampled for TPH as screening tool for the presence of petroleum hydrocarbons. The groundwater samples were collected in appropriately preserved laboratory containers for EPH/VPH/TPH analyses and field preserved on ice. Static water-level measurements established local groundwater flow to the southwest towards a drainage ditch immediately west of the subject property and an unnamed stream further west. By discounting the westernmost monitoring well (MW-2), groundwater flow at the site has a more subtle southeasterly flow direction. As previously indicated,both of these flow directions will be considered during solute transport modeling. Groundwater gauging and the calculated local groundwater contours confirmed the utility of monitoring well TW-1 as directly downgradient from the release area and within 3 feet(+/-) of the area of impact. RISK CHARACTERIZATIONAMMINENT HAZARDS [Refer to Appendix D] Soil As presented, the S-2 and S-3 (GW-1/GW-2/GW-3) soils categories are applicable in consideration of Method 1 -Risk Characterization, as consistent with the provisions of 310 CMR 40.0933. These standards were developed to evaluate potential ingestion (S-1), inhalation (S-2) and environmental (S-3) exposures, and in consideration of potential leaching of contaminants to groundwater(GW-1/GW-2/GW-3). For the purposes of risk characterization,the most restrictive S-1/S-2/S-3 (GW-1/GW-2/GW-3), Method 1 - Risk Characterization standards are considered in review of ingestion, inhalation and dermal contact exposures related to foreseeable future uses and activities at the Site: JANUARY 21,2009 GREENSLADEBEA08-10065 PAGE 7 OF 11 IMMEDIATE RESPONSE ACTION PLAN,RTN 4-21642 Field screening has indicated significant petroleum impact in soils to at least 9' bgs. Laboratory analysis has also reported fractional EPH concentrations greater than the applicable S-2/S-3 and most stringent S-1 (GW-1/GW-2/GW-3), Method 1 - Risk Characterization thresholds to 9' bgs. As such, laboratory analytical has substantiated significant soil impact to some 8-9'bgs as requiring remedial response and Site clean up activities. TABLE II: 27 BETTY'S POND ROAD-HYANNIS,MA;RTN 4-21642 SUMMARY OF TPH/EPH LABORATORY ANALYSIS-ENV.ASSESSMENT METHOD 1-RISK CHARACTERIZATION: SOIL [ug/g=ppm] .N� Exposure Point RESULTS S 1 SOIL STD < K ,IS 2 SOIL'STDS 3 SOIL STD:�r Location&Analyte (µg/g-PPm) y"'s(µrig`=PPm) ✓ y J --g/V PP).,k. a (µPCB 310 CMR 4,0 097(6)(a) 1O CMR 40'.09�5(6)(a), 310 CMR 40.09(6)(a)„ (Depth b s ,,.3GW-1/GVV 2/GW-3"i �GW 1/GW-2/GW 3: .1 �FGW-1/GW 2/GW 3 Stockpile Comp. " TPH 8,800 '"_rl 000/1/1 000/1000� 3 3 000/3000/3 000 �. —_5 000/5 000%0 HB-2:8-9' PH r . C9-C18 Aliphatics 1,200 1,000/1,000/1,000 -3 000/3,000/3,600 5, M000/5 000/5;000 t C19-06 Aliphatics 350 3,000/3,000/3,000 'S 000/5 000/5,000 ' 5,06015 00015;000 C11-C22 Aromatics 1,100 1 000/1000/1000 _i1000/3;000/3 OOO z 1 000/5 000/5;000 — TB-9:16-18' TPH 3,500 fuel oil 1000/1000/100o 3 000/3 000/3 000 -15,000/5 000/5 000___. TPH=Total Petroleum Hydrocarbons,EPH=Extractable Petroleum Hydrocarbons BRL=Below Reportable Limit,Shaded areas represent applicable MCP criteria. Groundwater Based on the PDWSA designation and proximity to groundwater and the depth to groundwater as being less than 15' bgs and within 30' of an occupied building, the GW-1, GW-2 and GW-3 groundwater categories are applicable in consideration of Method 1 - Risk Characterization, as consistent with the provisions of 310 CMR 40.0932. These standards were developed to evaluate potential ingestion (GW-1), inhalation(GW-2) and environmental (GW-3) exposures. Groundwater sampling and associated laboratory analysis reported significant impact in monitoring well TW-1 above the applicable GW-1 Method 1 Risk Characterization Standards, as directly downgradient from the release area. As such, laboratory analytical has substantiated significant groundwater impact as requiring remedial response and Site clean up activities. TABLE III: 27 BETTY'S POND ROAD-HYANNIS,MA;RTN 4-21642 SUMMARY OF EPH/VPH/TPH LABORATORY ANALYSIS-ENV.MONITORING METHOD 1-RISK CHARACTERIZATION: GROUNDWATER I u = b Exposure Point RESULTS `' GW-1 STD ` rI{ GW 2 STDr, GW 3 STD4 Location (Ng/g-PPm) *=" r(µ��PPm)r+,; �.tl(µPS PPm)# r t a (µ� PPm)t (Depth below grade surface) 9/11/2008 i 310 CMR-40 0975,(6)-(a) 1�310 CMR 40.0975(6)(� 310 CMR 40'.0975(6)(a) JANUARY 21,2009 GREENSLADEBEA08-10065 PAGE 8 OF 11 IMMEDIATE RESPONSE ACTION PLAN,RTN 4-21642 TW-1 PH C9-C18 590 ` # 0V ' `' j .* ? 5 000: " """"50 000?, C ffiP� H C19-06 BRL(<500) 14,00 r r 'NA C11-C22 320 * ,50 00 000 .9` + # " Targets(detects only) # x• 4 henanthrene 0.5 40a `� YNA'� 10,000 TW-1 Tf t VPH 16 C5-C8 BRL(<20) is'. b 300 , � C9-C12 BRL(QA) g �r, 700�r `5,000t„', *^s 50 Ob0 " C9-C10 26 r,':' ' 200 1 `.{, 7 000 " 50 00D;+ All Targets BRL <5 Vanes `az L- -`_ Wanes \lanes t . .. t TPH BRL <200 } 200 3.„�. ,• . .200 - 5,000` 4�lM a MW-3 k ` ok7, TPH BRL <200 `f 0_ 1s200 .j MW-4 TPH BRL <200 � 200000s- TPH=Total Petroleum Hydrocarbons EPH=Extractable Petroleum Hydrocarbons,PAH=Polynuclear Aromatic Hydrocarbons VPH=Volatile Petroleum Hydrocarbons,BRL=Below Reportable Limit Shaded areas represent applicable MCP criteria. IMMEDIATE RESPONSE ACTION PLAN [Refer to Appendix E] Remedial Response Actions Structural support of the exterior/interior load-bearing points will be constructed and installed by a licensed contractor with any appropriate permitting in advance of excavation operations. Subsequent to the negotiation of an access agreement, an excavator will be positioned on the southerly abutting property to facilitate the removal of impacted soils in the i area of identified impact. The excavator will remove contaminated soils with direct load into standing dump trucks such that there will be no laborers in the excavation in consideration of worker safety. BEA will direct the removal of an estimated 35 yards of contaminated soils from the projected area of soil removal as approximately Tx 9' x 15' (D). Subsequent to the exposure of groundwater, the excavation operator will be instructed to dig a sump for the evacuation of up to 2,500 gallons of impacted groundwater by a "vac-truck" in order to remove impacted soils below the groundwater interface to 18' bgs. The suppression will then be shut down and the excavation will be allowed to fill with groundwater. Groundwater will be skimmed from the surface and or absorbent pads applied to the open excavation if any LNAPL or sheen is observed. Field PID screening and Dexsil field-testing will be utilized as technical guidance in support of excavation operations. All impacted soils will be transported directly on an executed Bill of Lading to the Aggregate Industries facility in South Dennis, MA for asphalt recycling. At JANUARY 21,2009 GREENSLADEBEA08-10065 PAGE 9 OF 11 DAN EDIATE RESPONSE ACTION PLAN,RTN 4-21642 which point field screening indicates the effective removal of all significant soil impact, end- point samples will be collected along the sidewall and bottom of hole areas and preserved for MA Certified analysis of EPH/PAH and VPH/BTEX in review of remedial response performance and risk characterization. TPH analysis may be used as a cost saving measure wherein field- testing indicates petroleum impacts are likely absent. Upon the excavation and disposal of significantly impacted soils, a passive SVE/sub-slab venting system will be constructed and installed in the former area of release. The venting system will be constructed of 4" perforated PVC pipe laterals, as set in washed stone along the bottom-of-hole area. A 4" solid piece of PVC riser will be plumbed to the lateral component, run outside the footprint of the building and connected to a wind turbine for the passive venting of residual petroleum volatiles outside the building [Refer to Site Plan]. The venting system will serve to evaluate potential vapor entry into the occupied structure by Level 1, Soil Gas Screening. The venting system will also provide the flexibility to deliver remedial additives, if necessary, to mitigate potential residual impact in soils or groundwater and/or to serve as a point discharge for treated groundwater if necessary. The further treatment of isolated soils and/or impacted groundwater will be evaluated from the results of end-point soil sampling and future quarterly groundwater assessment. The consideration of a bioremediation application will be partially based on a"bench top" treatability analysis of impacted soils by Micro-Bac International, Inc. of Round Rock, Texas. Laboratory results of heterotrophic bacteria and nutrient testing of representative soil and groundwater samples will also be considered in selecting any potential remedial additives or strategies. Additional testing may be conducted for the physical and chemical properties of the soils for further consideration of treatment. Specifications of potential remedial equipment, operations and maintenance, or potential chemical oxidation treatments will be dictated by the additional analysis and pilot testing to be conducted. Such additional treatment will be represented as a modification of the IRA, if applicable, to be reported in subsequent IRA Status (IRAS) reports. All such work will be compiled on "Inspector's Daily Record of Work Progress" reports and reported in the IRA Status Report I(IRAS I)to be submitted within 60 days of this filing. Environmental Monitoring Subsequent to the completion of soil removal operations and the aforementioned end point soil analysis, BEA will monitor TOV concentrations at the venting system riser in consideration of risk characterization, natural degradation of residuals and potential for impact to indoor air quality as consistent with the provisions of the VPH/EPH Guidance Policy and 310 CMR 40.0942. The reported TOV concentrations will be recorded in order to track the degradation of residuals towards background and in review of the potential for adverse impact to indoor air quality. Under a the negotiated access with the abutter, an additional monitoring well will be constructed further downgradient of TW-1 to qualify the extent of significant groundwater impacts relative to potential exposure risks. Quarterly groundwater sampling of the monitoring wells will continue in the next reporting period in review of potential groundwater impact and JANUARY 21,2009 GREENSLADEBEA08-10065 PAGE 10 OF 11 RaIEDIATE RESPONSE ACTION PLAN,RTN 4-21642 risk characterization. Downgradient monitoring wells TW-1 and the proposed MW-5 will be sampled for EPHNPH in consideration of environmental impact and risk characterization. The other monitoring wells will be sampled for TPH as a cost savings measure providing effective screening for groundwater impacts by fuel oil. As previously noted, decisions regarding groundwater treatment will be made as additional environmental data is developed and presented in future IRA Status reports. Groundwater monitoring will be conducted through at least three quarters in order to qualify potential impact to shallow groundwater, in accordance with the provisions of MA DEP Policy WSC-02-411 as within a PDWSA. During sampling events, all associated monitor wells will be gauged to confirm groundwater flow direction. Field measurements of groundwater elevations, olfactory and visual observations and the field-testing of pH, dissolved oxygen, conductivity and temperature will be reported on Monitoring Well Sampling Logs. Field inspections will be conducted and documented on "Inspector's Daily Record of Work Progress" reports will be completed to document Site inspections and environmental monitoring as consistent with the QA/QC Policies of BEA outlined within Appendix E. Personal protection and safety standards for BEA are specified in the Site Specific Health and Safety Plan outlined in Appendix F. CONCLUSIONS The Immediate Response Action Plan, represented by this filing, will employ an aggressive soil removal strategy, as assisted by dewatering activities, for the excavation and recycling of some 45 cubic yards of significantly impacted soils and up to 2,500 gallons of impacted groundwater from within the identified release area. Field PID screening and Dexsil testing will be used by BEA personnel to provide technical assistance and direct excavation operations. This work is intended to eliminate the contaminant source in all accessible and potentially accessible areas and facilitate the construction of appurtenances that can be utilized for additional treatment of residual hydrocarbons in soils or groundwater as may be necessary. The venting system will provide a preferential pathway for the removal of organic vapors from potentially accessible/isolated soils to outside the subject building. It is our intent to proceed with selecting a contractor to perform the excavation and de- watering work as well as working with the southerly abutting property owner for access to their property for staging and monitoring well installation over the 21-day review period for this submittal. . If such work is completed before the review period ends, verbal authorizations will be sought to proceed with this work as represented herein. The first IRA Status Report (IRAS I) with any proposed modifications will be submitted within 120-days of Release notification. Subsequent IRA Status Reports will be filed every six months thereafter until an IRAC Completion Statement can be supported or a preponderance of physical evidence supports a condition of "No Significant Risk" wherein a Response Action Outcome will accompany the IRAC. JANUARY 21,2009 GREENSLADEBEA08-10065 PAGE 11 OF 11 IMMEDIATE RESPONSE ACTION PLAN,RTN 4-21642 The findings of this investigation, as represented herein, set forth the rationale and technical justification for the LSP Opinions offered, as established by the certifications made on the attached Immediate Response Action Transmittal Form (BWSC-105). The LSP Opinions are based on available data and regulations in effect at the time of this reporting specific to the subject Site. Should the Department have any questions regarding this project, please contact our office at your earliest convenience. Si rely, B TT E IRONMENTAL ASSOCIATES, INC. n . - ah� 1i �,V D Iv1 C nnett,LSP Jo D. a ema- i dt,ES Principal S or Project Manager Encl: - Supporting Documentation [Appendices A-F] cc: Jack Greenslade -Property Owner Thomas McKean- Barnstable Board of Health' John Klimm—Barnstable Town Manager' Deputy Chief Dean Melanson—Barnstable Fire Department' 'Narrative,Title Page and Site Plan provided under public notice distribution requirements pursuant to paperwork reduction policy. Full copies of reports(electronic or paper)provided on written request. IMMEDIATE RESPONSE ACTION PLAN SUPPORTING DOCUMENTATION I RTN#4-21642 Commercial Property 72 Betty's Pond Road—Hyannis,MA [Assessors Map 290,Parcel 84] JANUARY 21,2009 Prepared For: MA DEPARTMENT OF ENVIRONMENTAL PROTECTION Southeast Regional Offices:Bureau of Waste Site Cleanup/Emergency Response Section 20 Riverside Drive-Lakeville,MA 02347 Robert Murphy,Case Officer Prepared By:. BENNETT ENVIRONMENTAL ASSOCIATES,INC. 1573 Main Street-Brewster,MA 02631 David C.Bennett,LSP On Behalf Of: Jack Greenslade,Property Owner 49 Deerbrooke Circle—Southington,CT 06486 APPENDIX A: Reference Plans -Figure 1: Site Locus Plan [USGS Topographic Quad.,Hyannis,MA. 1998] (excerpt) -Figure 2: Ground-Water Resources of Cape Cod,MA[LeBlanc et al, 1986] (excerpt) -Figure 3: MA DEP BWSC GIS Map [2008] -Site Plan entitled,"Immediate Response Action Plan..."Prepared by BENNETT ENVIRONMENTAL ASSOCIATES,INC.,dated January 21,2009. APPENDIX B: Field Reports -Field Response Log -Hyannis Fire Department Incident Report -Hyannis Health Department—Notes to File -Geologic Borehole Logs(TB-9/TW-1,TB-10/MW-2,TB-11/MW-3,TB-12/MW-4) -Monitoring Well Sample Log(1/12/09) APPENDIX C: Environmental Records/Permits Application and Permit for Storage Tank Removal/Disposal Receipt Town of Barnstable Recycling Center -Uniform Hazardous Waste Manifest#005082075 JJK(9/4/2008) -MA DEP Notice of Responsibility -BWSC-101: Release Log Form -BWSC-102:Release Amendment Form -BWSC-103: Release Notification Form w/eDEP Submittal Summary and Receipt -BWSC-105: Immediate Response Action Transmittal Form w/eDEP Submittal Summary and Receipt APPENDIX D: Laboratory Analysis -Groundwater Analytical,Inc. [Soil(12/12/08)]#122118 -Groundwater Analytical,Inc. [Soil(1/15/09)] # 129723 -Groundwater Analytical,Inc. [Groundwater(1/20/09)] # 122846 APPENDIX E: Quality Assurance/Quality Control Plan APPENDIX F:Health and Safety Plan _ Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 21642'' A. RELEASE OR THREAT OF RELEASE LOCATION: 1. Release Name/Location Aid: CAR REPAIR FACILITY 2. Street Address 27°BE'TTYS POND.RD - 3. City/Town. HYANNIS 4. ZIP Code. 1.0260100b0 5.UTM Coordinates: a.UTM N: 4611546 b. UTM E: 391837 ® 6. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. a. Tier IA b. Tier IB c. Tier IC ❑ d. Tier II 7. Check here if this location is Adequately Regulated,pursuant to 310 CMR 40.0110-0114. Specify Program (check one): a. CERCLA n b. HSWA Corrective Action ❑ c. Solid Waste Management d. RCRA State Program(21 C Facilities) B.THIS FORM IS BEING USED TO: (check all that apply) 1. List Submittal Date of Initial IRA Written Plan(if previously submitted): (mm/dd/yyyy) ®✓ 2. Submit an Initial IRA Plan. ❑ 3. Submit a Modified IRA Plan of a previously submitted written IRA Plan. Q✓ 4. Submit an Imminent Hazard Evaluation.(check one) ❑ a. An Imminent Hazard exists in connection with this Release or Threat of Release. Q✓ b. An Imminent Hazard does not exist in connection with this Release or Threat of Release. El c. It is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release,and further assessment activities will be undertaken. d. It is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release. However, response actions will address those conditions that could pose an Imminent Hazard. 5. Submit a request to Terminate an Active Remedial System or Response Action(s)Taken to Address an Imminent Hazard. ® 6. Submit an IRA Status Report. ® 7. Submit a Remedial Monitoring Report. (This report can only be submitted through eDEP.) a.Type of Report:(check one) ❑ I. Initial Report ❑ ii. Interim Report iii. Final Report b.Frequency of Submittal:(check all that apply) I. A Remedial Monitoring Report(s)submitted monthly to address an Imminent Hazard. ii. A Remedial Monitoring Report(s)submitted monthly to address a Condition of Substantial Release Migration. iii. A Remedial Monitoring Report(s)submitted concurrent with a IRA Status Report. c. Number of Remedial Systems and/or Monitoring Programs: A separate BWSC105A, IRA Remedial Monitoring Report,must be filled out for each Remedial System and/or Monitoring Program addressed by this transmittal form. Revised:2/9/2005 Page 1 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA) TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) - 21642 B.THIS FORM IS BEING USED TO(cont.): (check all that apply) ® 8. Submit an IRA Completion Statement. a. Check here if future response actions addressing this Release or Threat of Release notification condition will be ❑ conducted as part of the Response Actions planned or ongoing at a Site that has already been Tier Classified under a different Release Tracking Number(RTN). When linking RTNs,rescoring via the NRS is required if there is a reasonable likelihood that the addition of the new RTN(s)would change the classification of the site. b. Provide Release Tracking Number of Tier Classified Site(Primary RTN): ❑ - These additional response actions must occur according to the deadlines applicable to the Primary RTN.Use the Primary RTN when making all future submittals for the site unless specifically relating to this Immediate Response Action. ® 9. Submit a Revised IRA Completion Statement. (All sections of this transmittal form must be filled out unless otherwise noted above) C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT IRA: 1. Identify Media Impacted and Receptors Affected: (check all that apply) ® a. Air ® b. Basement ® c. Critical Exposure Pathway ✓❑ d. Groundwater ® e. Residence ® f. Paved Surface ❑ g.Private Well ❑ h'. Public Water Supply ❑ i. School ❑ j. Sediments ak. Soil ® I. Storm Drain ® m. Surface Water ® n. Unknown ® o. Wetland ® p. Zone 2 ❑ q. Others Specify: 2. Identify Oils and Hazardous Materials Released: (check all that apply) ❑✓ a. Oils ❑ b. Chlorinated Solvents ❑ c.Heavy Metals ❑ d. Others Specify: D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts) Q 1. Assessment and/or Monitoring Only Q 2. Temporary Covers or Caps ❑ 3. Deployment of Absorbent or Containment Materials ❑ 4. Temporary Water Supplies ® 5. Structure Venting System ❑ 6. Temporary Evacuation or Relocation of Residents ❑ 7. Product or NAPL Recovery ® 8. Fencing and Sign Posting ® 9. Groundwater Treatment Systems 0 10. Soil Vapor Extraction ® 11. Bioremediation ❑ 12. Air Sparging Revised: 2/9/2005 Page 2 of 6 i Massachusetts Department of Environmental Protection !Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA) TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 4 • - 21642 D. DESCRIPTION OF RESPONSE ACTIONS(cont.): (check all that apply,for volumes list cumulative amounts) ✓❑ 13. Excavation of Contaminated Soils 0 a. Re-use,Recycling or Treatment ❑ i.On Site Estimated volume in cubic yards ❑✓ ii.Off Site Estimated volume in cubic yards 45 iia.Receiving Facility: AGGREGATE INDUSTRIES Town: SOUTH DENNIS State: MA iib.Receiving Facility: Town: State: iii.Describe: ❑ b. Store ❑ i.On Site Estimated volume in cubic yards ❑ ii.Off Site Estimated volume in cubic yards iia.Receiving Facility: Town: State: iib.Receiving Facility: Town: State: ❑ c. Landfill ❑ i.Cover Estimated volume in cubic yards Receiving Facility: Town: State: ❑ ii. Disposal Estimated volume in cubic yards Receiving Facility: Town: State: ❑ 14. Removal of Drums,Tanks or Containers: a. Describe Quantity and Amount: b. Receiving Facility: Town: State: c. Receiving Facility: Town: State: ❑✓ 15. Removal of Other Contaminated Media: a.Specify Type and Volume: 2-500 GALLONS OF IMPACTED GROUNDWATER PROPOSED ASSOCIATED WITH LOCAL DEWATERING. b.Receiving Facility: TO BE DETERMINED Town: TBD State: MA c. Receiving Facility: Town: State: ❑ 16. Other Response Actions: Describe: ® 17. use of Innovative Technologies: Describe: Revised: 2/9/2005 Page 3 of 6 Massachusetts Department of Environmental Protection ILBureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 4 E. LSP SIGNATURE AND STAMP: I attest under the pains and penalties cf 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 of this form indicates that an Immediate Response Action 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)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal; > if Section B of this form indicates that an Imminent Hazard Evaluation is being submitted,this Imminent Hazard Evaluation was developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and the assessment activity(ies) undertaken to support this Imminent Hazard Evaluation comply(ies)with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000; > if Section B of this form indicates that an Immediate Response Action Status Report and/or a Remedial Monitoring Report is(are)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; > if Section B of this form indicates that an Immediate Response Action Completion Statement or a request to Terminate an Active Remedial System or Response Action(s)Taken to Address an Imminent Hazard 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. 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#: 4303 2. First Name: bWb'*C - ' '' .x i,_ _'." i_ 3. Last Name: BENN'ETT #'a k 4. Telephone: 5088961706 i _" 5. Ext.. -- 6. FAX: - _ of✓448 David C Beri,nett 7. Signature 8. Date: loil26%2009 (mm/dd/yyyy) 9.LSP Stamp: ° Electrons,, GO Seal Site P Revised: 2/9/2005 Page 4 of 6 ,9ql Massachusetts Department of Environmental Protection ILBureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) Q 2`1642 F. PERSON UNDERTAI(ING IRA: 1. Check all that apply: Fla.change in contact name b.change of address c. change in the person undertaking response actions 2. Name of Organization: 3. Contact First Name:IJACK 4.Last Name: GREENSLADE 5. Street: 49 DEERBROOKE CIRCLE 1 6.Title: 7. City/Town: SOUTHINGTON 8. State: CT 9. ZIP Code: 1064890000 10. Telephone: 11.Ext.: 12. FAX: G. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAFdNG IRA: ✓® 1. RP or PRP a. Owner b. Operator ❑ c. Generator d. Transporter ✓❑ e. Other RP or PRP Specify: PRP GENERIC OR NON-SPECIFIED FJ 2. Fiduciary,Secured Lender or.Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) El 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 IRA Specify Relationship: H.REQUIRED ATTACHMENT AND SUBMITTALS: 1.Check here if any Remediation Waste,generated as a result of this IRA,will be stored,treated,managed,recycled or ® reused at the site following submission of the IRA Completion Statement. If this box is checked,you must submit one of the following plans,along with the appropriate transmittal form. a. A Release Abatement Measure(RAM)Plan(BWSC106) ❑ b.Phase IV Remedy Implementation Plan(BWSC108) 2. 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. 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health were notified of the implementation of an Immediate Response Action taken to control,prevent,abate or eliminate an Imminent Hazard. ® 4. Check here to certify that the Chief Municipal Officer and the Local Board of Health were notified of the submittal of a Completion Statement for an Immediate Response Action taken to control,prevent,abate or eliminate an Imminent Hazard. ❑✓ 5. 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. Q 6. Check hereto certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised: 2/9/2005 Page 5 of 6 i Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) I. CERTIFICATION OF PERSON UNDERTAI KING IRA: 1. I, ,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: 'Ja6WOVr 60ii9d'e _, -_< _11_ - 3. Title: Signature 4. For: JACK GREENSLADE 5. Date: 01/26/2009 (Name of person or entity recorded in Section F) (mm/dd/yyyy) ® 6. Check here if the address of the person providing certification is different from address recorded in Section F. 7. Street: 8. City/Town: 9. State: 10. ZIP Code: 11. Telephone: 12.Ext.: 13. FAX: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. 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:) I Revised:2/9/2005 Page 6 of 6 eDEP -MassDEP's OnlineFiling Y g System Page 1 of 1 MassDEP Home i Contact I Feedback i Tour Privacy Policy MassDEP's Online Filing System Username:DAVIDBENNETT T My eDEP I Forms Imo; My Profile Q4 Help Receipt Forms Attach Files Signature Receipt Summary/Receipt print receipt,,; Exit Your submission is complete. Thank you for using DEP's online reporting system. You can select"My eDEP" to see a list of your transactions. DEP Transaction ID: 220676 Date and Time Submitted: 1/26/2009 2:45:55 PM Other Email : Form Name: BWSC 105 IRA RTN: 4-21642 Location: CAR REPAIR FACILITY Address: 27 BETTYS POND RD,HYANNIS, 026010000 Person Making Submittal JACK GREENSLADE 49 DEERBROOKE CIRCLE SOUTHINGTON, CT 064890000 LSP LSP #: 4303 LSP Name: DAVID C BENNETT Person Making Certification JACK GREENSLADE Jack Greenslade Ancillary Document Uploaded/Mailed BWSC-105 Q.B02 -IRA Plan -Uploaded(IRAP upload report.pdfpdf) BWSC-105 Q.B04 -Imminent Hazard Evaluation Doc-Uploaded(IHE reference.pdfpdo My eDEP MassDEP Home I Contact Feedback i Tour I Privacy Policy MassDEP's Online Filing System ver.8.4.1.00 2008 MassDEP https://edep.dep.mass.gov/Pages/PrintReceipt.aspx 1/26/2009 ov. 20. 2008 2: 52PM MASS DEP No, 8739 P. 1/4 a CO-), 4MONWEALTH OF MASSACIlUSETTS EXECUTIVE OF'F'ICE_OF ENERGY &ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ; t A __ - SOUTHEAST REGIONAL OFFICE I ai !• ( T, 20 Riverside Drive, Lakeville, MA 02347 508 946-2700 Lf.P•r9TRICK LAN A BOVVI.E;i F •I � y�He111CY _ . t a t Secretar f I,• i $ t�OTIPY P.NfURRAY ; 'LAURIE BT.TRT Ett7,'tt:rdallt C•overnor _ - /�� . WID1II183Y®IIEl:r FAX COVER SHEET f E ' 1. I a F i��1S i' f v. PAX # (506) 946-2865 TELEPHONE # (508) 946-2851 EFf' S e : EIWVgz 11/20/08 FROMs Roberta Edwards PLEASE DELIVER TO. Barnstable Town X r e 508 790 6226 ( t ' • Board of Health 508 790 6304 t - i. Fire Dept. (Hyannis) 505 778 6448 I !I .y �tg�eiit s j;. ddtT:; TOTAL ER OF 'PAQES a 4 (INCLUDING COVER PAGE) t I ty AMUSE CAL IF YOU DO' NOT RECEIVE COMPLETE FAX. S l� I !, N®t����_®f_R� �®nelbiligy� 27 Bett ►Is Pond Rd Y I t y a � I r ato I, j I I , i I I. i 3 Fiji(° f a M information is available i.e alternate format Call]Donald M.Gome%ADA Co"nator at 617.5564047.TOD service-1-8OA398-2207. l i' l I t J 1 DEP on the World Wide Web: http:1/wwwrnass,gov1dep ; � { Printed on RecyrJad Paper o d }'�tRl` 6 • ¢i ;g ;4'Jov, 20. 2008 2: 52PM MARS DEP No. 8139 P. 2/4 t a• `x COMMONWEALTH-O-YMMSACHUSETTS ji EXECUTM OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS .{ I Is is { DEPARTMENT OF ENVIRONMENTAL MENTAL PRO SOUTHEAST REGIONAL, OFFICE lay i I ZE�g 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 605-946- s , t L.PATRICK IAN A BOWURS ' t,;: ua_5mot Secretary rrvc�tl rtTp Yf. +� 1�HY P. i U SLI iY LAURIE BURT 6! r} rtan.Eim Governor Commissioner URGENT LEGAL MATTER: PROMPT ACTION NECESSARY November 17,2008 Ack Greenslade RE: BARNSTABLE-BWSC it 49 Deerrbrooke Circle 27 Bemis Pond Road,Hyannis 'Southington,CT 06489 RTN#4-21642 N077CE 0FAESP0INSIPILI7Y M.G.L.'c. 21E,310 CNN 40.0000 0r, A7.FENTION: Stevc'Lynch On November 13, 2008 at 3:30 pm the Department of Environmental Protection ("MassDEF) •' l_ '. received oral notification of 1 release and/or threat of release of oil and/or hazardous material at tyre•above ' � p referenced which requires one or more response actions. The Fire-Department notified e )�p� q � � ti Hyannis y l 5 Mas;sDEP of a release of approximately 20 gallons of #2 heating fuel froth a lealang 275-gallon 5 + Aboveground Storage Tank (AST) located outside of the on-site garage. The AST was visibly weathered • L+ and the release impacted underlying surficial soil. The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. +k• � 31 c.21E, and the Massachusetts Contingency Plan (the "MCP"), 310 CMR 40.0000,require the performance of E-sponse actions to prevent harm to health, safety,public welfare and the environment which may result . _ 3` fkrra this release and/or threat of release and govern the conduct of such actions. The purpose of this notice i is to inform you of your legal responsibilities under State law for assessing and/or rernediating the release at this property. For purposes of this Notice of Responsibility, the terms and phrases used herein shall have > the rneanin ascribed to such t P unless the context clean indicates otherwise. , h arms and phrases the MC S P by y MassDEP has reason to believe that the release and/or threat of release which has been reported is c►r may be a disposal site as defined by the M.C.P. MassDEP also has reason to believe that you(as used in t j This.letter, '°you" refers to Jack Greenslade) are a Potentially Responsible Party (a "PRP") with liability r`� � imder M.C.L. c.21E §5, for response action'costs. This liability is "strict",meaning that it is not based on fault~,but solely on your r status as owner, operator; generator,transporter, disposer or other person specified ; :r in M.C.L. c.21E §5, This liability is also Joint and several", meaning that you may be liable for all 9� seslo,onse action costs incurred at a disposal site regardless of the existence of any other liable parties. I 1 5 MassDEP encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate E „ actions in response to releases and threats of release of oil and/or hazardous materials. By taking prompt this information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057-TDI)P 06&539.7622 or 617574.686& DEP on the Wodd Wlde Web: http;//www,meaa.gov/dep Printed an R®cycled Paper k� i' 110>>. 20, 2008 2 : 53PM MASS DEP No. 8739 P. 3/4 2 action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs inr;urred by MassDEP in taking such actions. You may also avoid the imposition of, the amount of or sfl � !° ` reduce certain permit and/or annual compliance assurance fees payable under 310 CMR4.00. Please refer r i. to M.G.L. c.21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L.c.21E is.attached to this notice. ' You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are ovemed b laws which establish the time allowed for bringing litigation. MassDEP encourages you to take g Y g t 5 P't any action necessary to protect any such claims you may'have against third parties, At the time of oral notification to MaSSDEP no response actions were approved as an Immediate Response Action '(IRA). Mr. Steve Lynch, the PRP Representative, indicated that a Licensed Site t : E Professional(LSP)will be retained and will contact MassDEP. it ACTIONS REQUIRED 1l 1 : ` Additional submittals are necessary with regard to this notification including,but not limited to,the r a i filing of a written UZA Plan, IRA Completion Statement and/or a Response Action Outcome (RAO) statement. The MCP requires that a fee of$1,200 be submitted to MassID>EF when an RAO statement is filed greater thaw 120 days from the date of initial notification. Specific approval is required from t Ma.ssDEP for the implementation 'of all IRAs pursuant to 310 CMR40.0420 and 310 CMR 40.0443, ,• ; rt respectively. Assessment activities, the construction of a fence and/or the posting of signs are actions that [) are exempt from this approval requirement. ,a. • t (r In addition to oral notification, 310 CMR 40.0333 requires that a`completed Release-Notification Form (BWSC 103, attached)be submitted to MassDEP within sixty (60) calendar days of November'.13; ' a 2008' . it E 114 .. You must employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perfonn the necessary response actions at this site. You may obtain a list of the names and addresses of these licensed professionals from the Board of Registration of Hazardous Waste Site Cleanup Professionals by calling(617)556-1091 or visiting hM.-//www.state.ma.us/1 /www.state.ma.us/tsp. 1! ,` Unless otherwise provided by MassDEP; potentially responsible parties ("PRP's") have one year { r}, from the initial date of notification to MassDEP of a release or threat of a release, pursuant to 310 CMR 40.0300,w from the date MassDEP issues a Notice of Res onsibili whichever occurs earlier,to file with V if ; MassDEP one of the.following submittals: (1) a completed Tier Classification Submittal; (2) an RAO I Statement or, if applicable, (3) a Dovmgradient Property Status. The deadline for either of the first two i submittals for this disposal site is November 13,2009. If required by the MCP,a completed Tier I Permit l,. Application must also accompany a Tier Classification Submittal. 9 P +' sd � This site shall not be deemed to have had all the necessary and required response actions taken `M unless and until all substantial hazards presented by the release and/or threat of release have been eliminated '`la ` '► '' and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c.21E and the r n'. • , � '1i IJov, `20. 2008 2; 53PM MASS DEP No. 8739 P. 4/4 f;J 3 ,ft If you have any questions relative to this Notice, please contact Robert Murphy at the Ietterhead address or at (508) 771-6088. All future communications regarding this release must reference the ` following Release Traeldng Number:4-21642. very truly yours, Daniel Crafton,Acting Chief ` Emergency Response/Release 4 J Notification Section ('11M.Cmire DnTarphy/ER R'INs/4-21642 Hyannis 2?Berty's Pond Road release/4-21642 NOR-doe I v g BWSC-103 and Instructions ,y Attachments: Release Notification Form; , Summary of Liability under M.G.L.c.21E t!Uj 1 1 � MassDEP9 s guide to hiring a Licensed Site Professional I k:. Board of Health „ , , Board of Selectmen Fire Dept I 1 yfggg 2� - 4 t .,A st t r I I, ;1 ! f k r t 114 p � LI T Notes to the File Date: November 18, 2008 Re: Above Ground Tank Oil Leak Loction: Independent Auto Repair 27 Betty's Pond Road Hyannis Staff: Cynthia Martin A routine Hazardous Materials Inspection was conducted at the above facility on November 13, 2008, during this inspection an above ground storage tank was found to be leaking. The tank capacity is estimated to be two-hundred and seventy-five gallons, the material stored is heating oil. The tank gauge was reading one-quarter of a tank. The oil was dripping from underneath the tank, it appeared to be weeping through the metal rather than dripping from a joint or seam. The tank(metal) itself look stained both at one end (approximately twelve inches high and the width of the tank), and underneath the entire length of the tank. The soil was oil stained under the tank, the outer edge of the stain permeated the soil for approximately four inches. The area directly under the "drip" was not accessible. The property has reportedly been vacant since at least June 2008. The new owner states that he had not had an oil delivery to date. The business owner, Steven Lynch,just opened the garage for business last Monday, November 3, 2008. Reportedly, he removed a dilapidated structure that housed the tank and cut back all overgrown vegetation. It was at this point he discovered the oil leak. He contained the leak by placing a plastic pan under it and placed a piece of cardboard under the pan. William Wright, Oil Hauler arrived at the location to pump out the tank during the inspection. Deputy Fire Chief, Dean Melanson, Hyannis, arrived on site and photographed the tank and initiated an Incident Report. Robert Murphy, Mass DEP, was also called out to the site, upon his investigation a Release Tracking Number was issued. Mr. Lynch and Mr. Wright agreed that the tank would be removed Friday, November 14, 2008. Mr. Murphy advised Mr. Lynch that a Licensed Site Professional would need to obtained to determine the extent of the spill. t �fTHFrp�i Town of Barnstable MRNSrABLE, Regulatory Services MASS. CL .�� Thomas F. Geiler,Director Al fD MA'{A Public H-ealth.Division Thomas McKean, Director 200 Main Stieet, Hyannis, NIA 02601 DATE: NUMBER OF PAGES TO FOLLOW-:. TO. _ FROM: IAJ 77 PHONE: PHONE: �oY - `j / 0(� (508)862-4644 FAX PHONE: FAX PHONE:. (508)790-6304 cc: NOTES/COMMENTS: . R QAFax Form.doc P. 1 ( i' x COMMUNICATION RF�.�`'UL REPORT 4 JAN.20.2039 :3:36PM TTI BARNSTABL_E BOARU OF HEALTH 1[1 MODE OPTION ADDRESS (GROUP) RESULT— PAC'.=: . ._..--- 1 ---------------------------------------------------- _-------------------------------------------•_—.------ f I50SS965109 E-3)3) P. 0/2 !1' ly I d� t --------------------- i i .ASOt l F!.DR ERROR E-1) HANG UP OR LINE FAIL E-2) BUSY E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION Town of-Rare ta Regulatory Services UM Thomas F, Geiler�Director IA; Public 1-halth. Divimn Thomas McKean,Director,lq � iz� Street, H�� is,Ivy. 02601 �ill� loll DATE- Ai O ddJ..rOW{, d0 ,�+y', kOdYd .J/ 6e!''f .Y/ l _ !t} VAX ,53r t pla�L• "l Page 1 of 3 Martin, Cynthia _ From: Dean Melanson [dmelanson@hyannisfire.org] Sent: Monday, November 17, 2008 3:33 PM To: Martin, Cynthia Subject: Fwd: oil spill picts 27 Betty's Pond Road Hyannis 13-NOV-08 Deputy Chief Dean L. Melanson Office 508-775-1300 Fax 508-778-6448 dmelanson@hyannisfire.org Begin forwarded message: From: Dean Melanson <dmelanson@hyannisfire.org> Date: November 14,2008 9:34:07 AM EST To: Robert Murphey<bob.murphy_@state.ma.us>, Cindy Martin <cindy.martin@town.barnstable.ma.us> Subject: oil spill picts 27 Betty's Pond Road Hyannis 13-NOV-08 +z *3 i "B er N y 11/18/2008 r n Page 2 of 3 ti pp ,i p ' x _ x J Fir. ^-T � pA�w-,�, � A .• '�✓ Yam' _- 4� ���-�� S'y.-'� `� �C.. {� Y ••f i - w � N r 11/18/2008 Date: 11113 /6r TOWN OF BARNSTABLE TOXIC AND HAZARDOUS/ MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: -QDEPE�/be� �f 272 /I L>A-I2 BUSINESS LOCATION: INVENTORY MAILING ADDRESS: TOTAL AMOUNT: TELEPHONE NUMBER: 3 CONTACT•PERSON: S iYvE L. AJLH EMERGENCY CONTACT TELEPHONE NUMBER: 6°9 —`13° /S3/ MSDS ON SITE? TYPE OF BUSINESS: A ur0 /95eAi!' /la INFORMATION/RECOMMENDATIONS: Fire District: W4-57C OGF syrE +S of "._z,170,US ra 86— r*KC-eIJ /W,4A/N1S 067;�/d) st-Ni! G/CC HS763 SHUTS RA/L/,J ofAJm P057- 0_9N7'7AJ6-Lr1i"Cy P L,,fAg L 4 6CL bRUAtS. *A/b XfA A/7A-,1A) �GL �uTl!/�-E W,54E 1�/SP05M . 1_tq�u>F76�7 1-0,1111t Y- - I Waste Transportation: Last shipment of hazardous waste: A11A Name of Hauler: '&uWk16#T Destination: Waste Product: //# V77i4f-' 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 t-�yv g 4�� NEW USED{,,.irrsr 7� -aK 04a4vt$M Cesspool cleaners 1 S /NSPEZ77eN Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils g-Wry ►Mn-srr Pesticides /j,W/k A t't,vtt NEW USED AvPuAalusr'e[mtJ (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED J-0 Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil _ NEW USED Degreasers for engines and metal I kiA-SWP\ 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, var-nishes,-stains dyes- ___ .._ _. __-. _ _ _ . Other chlorinated hydrocarbons, = =s Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint & varnish removers, deglossers (including chloroform, formaldehyde, sv&s CAMS OF u Misc. Flammables r13e, eLe4,v&w 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 G /cE/W5, Ft PAib bupi,y o,J (including bleach) 10l3 Spot removers &cleaning fluids UlIU_ 9&-mAz,U e,J +Ppd 04/RA-n2 V WeZV.S (dry cleaners) Ary UP md 640rel-06-cpvE• At,fbo A S. Other cleaning solvents --'W'K Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS F n i 05 Town of Barnstable 3 i� �OFIME Tpk Regulatory Services Thomas F. Geiler,Director BA A 'MSS. �" Public Health Division .� MASS. - 1639. ArfO hW�A Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE ✓���3 eD APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT ���•N L N G 17 NAME OF ESTABLISHMENT &Z7-O ADDRESS OF ESTABLISHMENT p- de- RZ), TELEPHONE NUMBER - D i' -77 `J g4139 SOLE OWNER:b4—YES NO f IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL 1DENTiFICATION NO. STATE OF INCORPORATION FULL NAME AND HOME ADDRESS OF: . PRESIDENT TREASURER CLERK SIGNATURE OF A PLICANT RESTRICTIONS: HOME ADDRESS C-Ilv-- S7 iyc.�r A4'w HOME TELEPHONE# -1 8 - 1/30 Town of Barnstable Regulatory Services Thomas F. Geiler,Director ,MASS, { $�►tut�rnu�, Q Public Health Division ♦639. wig °i Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 O MAIL TO:TOWN OF BARNSTABLE p C-') PUBLIC HEALTH DIVISION 200 MAIN STREET HYANNIS,MA 02601 .. FAX:508-790-6304 Z rU U1r~ SEPTIC SYSTEM INSPECTOR REGISTRATION Date ►p12c>Jos, Name of DEP Certified Inspector Rr L►j&ZD 'Tyi7D sm a158� Business Address p,o.r-nX 131xi . .AAl?W1(-9 ,MA- ©R-&45 ' Business Telephone No. :508' 19gfn - c)3i�O FAX Number Home Address -7 FR&/ / 7EL' p /u114 Home Telephone Number CM ;Z' Y/ 2.p The undersigned agrees to comply with PART VIII, SECTION 14:00 of the Board of Health Regulations. `The septic system inspector shall complete every applicable section of the"Title 5 Official Inspection Form-Not For Voluntary Assessments,Subsurface,Sewage Disposal System Form," supplied by the Massachusetts Department of Environmental Protection. In addition,at the bottom of the last page of this official inspection form,the septic system inspector shall provide a sketch diagram showing the vertical separation distance between the bottom of the soil absorption system and the groundwater table along with any high groundwater elevation adjustments determined. The Septic System Inspector shall submit a copy of the completed septic system inspection report along with the required processing fee to the Public Health Division Office within 30 days of the inspection date.' . S' ature of Applicant Q healthi,'Wptiles/septin d Hazardous Materials Inventory Sheet Checklist l--l-Date l--- fysical Street Address-Check database to ensure it exists Working Phone Number _A=::f--Xctual Amounts—(i.e.gas being used to fuel machines,thinner to clean brushes all count as hazardous materials) Storage Information—location of storage,how long is storage for? none,note that. Aisposal Information—where and who? If none,note that. pplicant Signature—understand what is listed and noted. Staff Initial—any questions,know who to ask. Vehicle Washing/Rinsing?—provide a vehicle washing policy and explain it—note that it was given. Attach the Business Certificate with your sign-off and comments. "The Inventory form should explain what the business consists of and the procedures they are doing. Notes need to be left to explain what you discussed with them Date: /® TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: Intl)>Ep�iy�>�,n07` 14v7° BUSINESS LOCATION: c,)7 INVENTORY MAILING ADDRESS: CAM TOTAL AMOUNT: TELEPHONE NUMBER: -5-0 7°2 VLI-39 5j fi( CONTACT PERSON: S%ev&W C. L .,vcW -3315 EMERGENCY CONTACT TELEPHONE NUMBER: ���",z3r�-��3/ /-6/7-77/ MSDS ON SITE? TYPE OF BUSINESS: INFORMATION/RECOMMENDATIONS: Fire District: C� 6 m t Waste Transportation: Last shipment of hazardous i ste: c" Name of Hauler: Destination: ? Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazard Fea aterial,-use, storage and disposal of 111 gallons or more a month requires a license from the Publich 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 coolants Misc. Corrosive 2. 1�' . NEW O : SE Cesspool cleaners L IS Automatic transm n uid Disinfectants e I P G�7a. r Engine and radiator flushe / 0oad Salts (Halite_ Fug QT Hydraulic fluid (including brake fluid) J ` Refrigeran 4*4 Al'p 0iq Motor Oils Pesticides r NEW 50' USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas 0 D Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED G �-Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink rs e A*1 -Sie1V_ Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Z 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 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 removersr—y (including bleach) Spot removers &cleaning fluids (dry.cleaners) Other cleaning solvents Bug and tar removers /D Windshield-Wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS °ptHE r Town of Barnstable Regulatory Services 9 MASS. Thomas F. Geiler,Director 16g9. �0 ATEo �a Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Certified Mail: 7005 1160 0000 0191 2021 June 12, 2006 Jack Greenslade 49 Deerbrooke Circle Southington, CT 06489 EMERGENCY CONDEMNATION AND ORDER TO VACATE Finding of Unfitness for Human Habitation and Determination of Immediate Danger In accordance with M.G.L. c.111, 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 Human Habitation, David W. Stanton, R.S.,Health Inspector for the Town of Barnstable, on June 9, 2006 conducted an inspection of the outside of the dwelling located at 27 Betty's Pond Road, Hyannis, Massachusetts.) The owner's name of this dwelling is Mr. Jack Greenslade. Based on the results of that inspection, 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 (E) Conditions found at the dwelling, which give rise to this order of condemnation for unfitness of human habitation include: 410. 750: Conditions Deemed to Endanger or Impair Health or Safety 410.750 (C)Failure to provide electricity. 410. 750: Conditions Deemed to Endanger or Impair Health or Safety 410.750 (G)Failure to provide adequate exits. Based upon these findings any and all occupants are hereby ordered to vacate and the landlord\owner is ordered to secure the subject dwelling within 48 hours of QAOrder Letters\Condemnations\27 Bettys Pond Road.doc 0V receipt of this order. If any person refuses to leave a dwelling or portion thereof, which was ordered vacated they may be forcibly removed by the local Board of . Health(Massachusetts General Laws C. 127B), or by local police authorities at the 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 T omas A. MMcKean, CHOIRS Director of Public Health Town of Barnstable Cc: Mr. Perry,Building Commissioner Chief Brunelle,Hyannis Fire Department Chief Finnegan,Barnstable Police Department. Robert Smith, Town Counsel I f Q:\Order Letters\Condemnations\27 Bettys Pond Road.doc �; abb3a June 3, 2006 o E w Residents of Betty's Pond Road rs 33 Betty's Pond Road ` Hyannis, MA 02601 P, Z: Town of Barnstable,Health Division ' Thomas McKean, Director 200 Main Street Hyannis,MA 02601 Dear Mr. McKean, r The residents of Betty's Pond Road, Hyannis,have found it necessary to submit a written s complaint regarding the abandoned home at_27 Betty's Pond Road.'The home is not only an eye-soar,it has also become a health risk to the neighboring residents. The house is occasionally used by the homeless,rats and other anti-sanitation animals are seen throughout the property. The owner, Mr. Greenslade,also owns the automobile repair shop located adjacent to the home. The repair shop stores flammable chemicals and has created a ffre hazard situation to the home. Although the repair shop is kept in a respectable manner,the home,is in such poor condition which makes it vulnerable to the least'a in"oiihf'of<fire`interacti`n The home has also been_evaluated by.the Hyannis Fire Department and has been deemed a fire hazard. Several neighbors have contacted Mr. Greenslade. Mr. Greenslade resides in Connecticut and has stated he does not intend on improving this horrific situation he has put our neighborhood in. We have presented'him with proposals to demolish the home, we have even offered to come together as neighbors and help,him tear the building down. He has rejected every offer put before him. We have now found it necessary to bring this complaint before the Town of Barnstable in order to resolve this problem that has now become a health and fire hazard. We would appreciate if The Town of Barnstable inspect the above mentioned location and evaluate the unpleasant situation that the fine residence of Betty's Pond Road have had to tolerate for way too long. If you would implement the appropriate measures to improve the status of this home it would be greatly appreciated. Respectfully, J'k.0 lam The r`esiderits`of Betty's Pond"Road Jack E. Greenslade 49 Deerbrooke Circle Southington, CT 06489 860-276-0168 Certified Letter David Carlson August 16, 2002 David Carlson Trucking 53 Betty's Pond Road Hyannis, MA 02601 Dear Mr. Carlson I have been informed by the Town of Barnstable, Public Health Division that you have been parking your tractor'trailer,Massachusetts license plate 42568 on the property at 27 Betty's Pond Road. As I have informed you previously this is not acceptable. According to the Health Department this vehicle has leaked oil/diesel on the property and is contaminating Betty Pond and the surrounding neighboring properties. You are hereby notified that this vehicle must be removed from 27 Bettys Pond Road immediately and all contaminated material must be removed immediately..Failure to comply will result in legal action and the'vehicle will be towed. Mr. Carlson please give this your immediate attention. Thank you, ack E. Gr nslade cc:, Town of Barnstable,Public Health Division s Jack E. Greenslade 49 Deerbrooke Circle Southington, CT 06489 860-276-0168 a Ms. Lee McConnell August 16, 2002 Town of Barnstable Public Health Division 200 Main Street Hyannis,MA 02601 Dear Ms. McConnell Thank you for your letter dated August 6, 2002. This situation is unacceptable and I have informed David Carlson Trucking that the vehicle must be removed and all contaminated material removed from 27 Bettys Pond Road. I have informed`Mr.Carlson before that he is not allowed to park any vehicle on this property. I did speak with Scott Fenner(Fenner Auto Shop)this morning and he is going to work with me to make sure that this situation gets cleared up. I am attaching a copy of the letter that I am sending to Mr. Carlson today. I also left you a voice mail this morning as I will be out of town until August 25, 2002 due to an illness in the family. Thanks for your help and I will be in contact with you soon. Regards, AOA-,O ck E. Greensl e �. ' §'.. �d.F�. rY . •:3 •' � � fir. • - • 5 . t FFw ,i! • A:�,1l, t 3 L � • " r }. - ... h.- Health Complaints 06-Aug-02 Time: 9:30:00 AM Date: 8/2/2002 Complaint Number: 3616 Referred To: LEE MCCONNELL Taken By: LEE MCCONNELL Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: Business Name: Number: 27 Street: Betty Pond Rd. Village: HYANNIS Assessors Map_Parcel: 290/084-085 Complaint Description: Oil leaking on ground at 27 Betty pond Rd.. Dave carlson has a eighteen-wheeler;parked on this property and has for years. Everytime it rains, oil run-off runs into Betty Pond and down the street onto other peoples properties. Actions Taken/Results: Lm investigated complaint 8/05/2002, inspected truck parked on property it did not appear to be leaking. Oil/diesel stains appeared to be old. Lm left a cardboard box under truck for the weekend to check for leaking fluids. Monday Lm checked box, no fluids were leaking from the truck.. LM sent an order letter to Jack E. Greenslade, 49 Deerbrooke Circle, Southington, CT 02648 8/06/2002. Ordered to correct/clean-up spill within 14 days, after this will start to fine. Investigation Date: 8/5/2002 Investigation Time: 3:30:00 PM Town of Barnstable Regulatory Services i 9anxx S. Thomas F.Geiler,Director �A 039. a Public Health Division Thomas McKean,Director 200 Main St.Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Jack E.Greenslade 49 Deerbrooke Circle Southington,CT 06489 August 6,2002 NOTICE TO ABATE VIOLATIONS OF THE TOWN OF BARNSTABLE GENERAL ORDINANCE,ARTICLE XXXIX,CONTROL OF TOXIC AND HAZARDOUS MATERIALS AND MASSACHUSETTS GENERAL LAW,CHAPTER 21E: MASSACHUSETTS OIL AND HAZARDOUS MATERIAL RELEASE PREVENTION AND RESPONSE ACT The property owned by you located at 27 Bettys Pond Rd.,Hyannis,was inspected on August 2,2002 and again on August 5,2002 by Lee McConnell,RS,Health Inspector for the Town of Barnstable,because of complaints. The following violations of the Town of Barnstable General Ordinance,Article XXXIX, Control of Toxic and Hazardous Material and the Massachusetts General Law,Chapter 21E: Massachusetts Oil and Hazardous Material Release Prevention and Response Act,were observed;. Section 9-1: Prohibitions The release_of any hazardous material upon the ground,or into any surface or ground waters within the Town of Barnstable,is prohibited. Lee McConnell observed oil/diesel stains on the ground at 27 Bettys Pond Rd.under a truck parked on this property. Ms.McConnell did not observe any liquids dripping from the vehicle during the visit. The run- off from this property is contaminating Betty pond,as well as,the neighboring properties. You are ordered to correct the above listed violations within fourteen(14)days of receipt of this letter. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10)days after the date the order is served. Non-compliance could result in a fine of up to$500.00. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH t5omRas A. cKean,R.S.,C.H.O. Director of Public Health Town of Barnstable Q:he alth/wp/Art3 91tr.do c � t ; p _ ®4;75 6 Y# x _� �a � � �,� - •sue �� r sr�! y I ,yr d'�d" '"* �rL *M" •, � ,§ .. T'`: '�+" . " <. z"t ol r , : } a ,jr, ` m - ,► z - yy s M b Y La • 'k - f s e 8 ��` � v��y ,��Agj, y � f ? ■ !. mot, ��. � ��`�. ^V '�4,� a S� } �� �P �4 rM •,��jam' '� - 44 YR _1 aN MILT vt IL Is All A .a\ w e r i � '' �,r`a ay��y�',X�r e4'a"'; ,(: �1�� �`''. i Y'` �- *•'-� q�.,. � N 3"°� t � '�`Y a r — k *►1 C"�-'F•�` 4'_5 r� �8i1 i��,:i��ya'4'(�i�,,,.. � P +ri`�" ,�?,� `�+� r 1 ,e ._ t, 0174n �� u* . , ,�;».. ,e... 4 ♦. is V . T F � x 1 t .tS_ ' a k � t r �fR �• 5 V, Fry IT ffv too, 4o ✓.. 'y 'k .1r.• „ } •a - r h �r�%?7° A�SX'.��e� �3r°,h ;tx' 'w W wr �y�ti� .X �'�rx 'r' %�. '��'x�J" � ,n,e � Fy,p•' .5�� ,� '^ � � Z..+�� ` rw ��, '" ��y g <.a .-A.a�'� _�`,T d.',�.2.,�}� ,+ �5'.,�i�'�•_ {`�M.`_. A'1�...M t�! 0.s f t t. AiN ' 4jr / 1q 1 •a � '+5 .��� �*�.�4 �7 „rs ,Mf • �y 4i �^ S i �tL' • ����$©�`'�}�.anti + � � ..ra�, '�" �� ar„• ,�+' f t r w �46 �Q��!� Y.. •, ♦ ,.,. � :�`a w7y, 'S',.x - �.5:r #"q3s��' -� . t� -�.���' .e F f ..n ,;." ���f riR f, 7P+ 1 {r ''i !�„ 5s �u'.�'� 7 � 4+�•MF';b -t :r e , �; - � � � ,.s,� e � a :. t w3 :�"�e$•+�ai1'� iE�`t_'.'Ft � +��„'� y f y � 'n° � "e , Y. .n .. yJw•,ti 13`.�t'�td,�j � T ,�y.k� � ���+- � J...�` -�`• xx � a. i �# ��`. �. p �i yk'a*�.y�,� 4 a•t'V5'La+' 4.• n r `k�. .'p C .�*. +` 'v'.;j� •'" Y✓ '�✓�i;7��o�rfxr� �.,.'c n `h�3d ���� .iJ''�`a 4 "�" '6,:* �+.• a� JT�y1.t C,,tr `fa�2� y ��� T ��� •7' f$ ��k e w+,�# a,. t• `�.�� � 7 Y �..h • "fix q �� ��;t. �w'��'N�,'�x t�t'��f y{�` `''"'���•'k.w'i;L�Sr�>, y F p.,4� '`r.! 1 .a,�*� ,��ir"yiP, r� � ,� R ,.J�rir4..,.d'f �.}ram,"Gr,,{,�, 'F°.y,a ry�y``t t t.. t �„�'T'Y• : If 5., i�+;;.a ��. q 1� � •. -� Sk � �"`^ LJM p-;:T�.g k � .rNr�. t 6W, ^� '�J, �3+��a a 5 ,/iM r� J —y •� � ,'a rq � ` 4T $M'!7'w?' +�. {� � 4 l`i^5.is 4'�Y" y 5. ��� �*�'i}''*�S*a �'.is `, �a'Jri��3wf-+?rt�• y_;,�xi'+�+ m: "�,�• t..•ty� -'R" �4�ia*���,�,�'. °�L� J.. 1"' f•..r� .�i� x %Tt ^�s "", tlG 3,:;r.�+�' �'�!'•+�"r;;n�,���i� 'ytlf } ��Tt�-..y -t. yyt y{�.s,4.., . J •'^.+, # 5'" �t r''�L' •t*�•i'$�"v 1'��� y..s�t. 4.5, �f � ". .�„ a-r;.. da, t;a`.!�'1ttK� i '"' � .-5�'�S:.r il� t�#r r sa #, t + + t'�R+R � R R t1� � q l ! Nl ill I id 1MrN�lwlwet!twrA AI like + k*a tiY 0Ira 00 00 0 4 r ►r �' ttr�s�4;► 7s +kp� ia�# �da► j1+; 1 !"" t �� ' 4*aprNr+ wa AF ..r*a rr.► + a .4r iM AA• v ra -` a yg� i• wo tt tt "c$_"fit � �n '�►_. Rf�� r.>,��.APM Ph. ���,� a # "r� ���+ we � ����X� �,r,��e �-• � a M -b�. +d '+ wl ��r �� t �� •�r t, a ' ;Fop., ��ti;+R� .',ub""t � �._ y„+s&''S�"•. / ��' '�' '•._ �,sl�y9" � _,.r. t�. �"� lJf Y . :r Health Complaints 22-Jan-02 Time: 12:15:00 PM Date: 1/18/02 Complaint Number: 3236 Referred To: LEE MCCONNELL Taken By: FLORENCE SMITH Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: ILLEGAL OPERATIONS Business Name: Number: 2'1 Street: Betty Pond Rd. Village: HYANNIS Assessors Map-Parcel: Complainant's Name: Address: Telephone Number: Complaint Description: Disel truck parked at end of Betty Pond Rd. was leaking fuel and oil, this has been going on for months. When it rains the fuel and oil runs down the road. This 18 Wheeler is parked in front of a empty house and it belongs to somone on that street. Actions Taken/Results: LM investigated complaint Friday 1/18/2002. 9 P Y Spoke with owner of truck, Dave Carlson (508- 790-4756), in regards to the complaint. We visually inspected the truck together and parking area. Although, there is polluted soil surrounding truck, it is not coming from the truck. The 18-wheeler is only a few years old and appears in excellent condition. Will investigate further as to where oil is coming from. The truck is parked in front of an abandoned house- Possible UST on property? Investigation Date: 1/18/02 Investigation Time: 3:00:00 PM ASSESSOffS MAP NO g fy PARCELNO: TOXIC AND HAZARDOUS- MATERIALS REGISTRATION FORM NAME OF BUSINESS: Vt, Zelllo Mail To: BUSINESS LOCATION: Board of Health . Town of Barnstable MAILING ADDRESS: zmP.O. Box 534 TELEPHONE NUMBER: 509 '7�/- O�l'3� Hyannis, MA02601 CONTACT PERSON: �(.%s �-, zela�i EMERGENCY CONTACT TELEPHONE NUMBERS' Does your firm store,any of the toxic or hazardous materials listed below, either for sale°or for your own use, in quantities totalli g, at any time, more than 50 gallons liquid volume or 25-pounds dry weight? YES ✓ NO 13r- 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: Y)O ` 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 F �- Antifreeze (for gasoline or coolant systems) Drain cleaners S� Automatic transmission fluid 0 Toilet cleaners U Engine and radiator flushes 6 Cesspool cleaners Hydraulic fluid (including brake fluid) t!::�) Disinfectants Motor - Motor oils/waste oils ® Road Salt (Halite) _ Gasoline, Jet fuel Refrigerants Diesel fuel, kerosene, #2 heating oil _� Pesticides (insecticides, herbicides; 20a Other petroleum products: grease, lubricants rodenticides) O Degreasers for engines and metal ( Photochemicals (fixers and developers) 1 _2 Degreasers for driveways & garages 617) Printing ink 0 Battery acid (electrolyte) �_ Wood preservatives (creosote) (, Rustproofers �_ Swimming pool chlorine Car wash detergents"- 0 Lye or caustic soda Car waxes and polishes — Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes U Fertilizers (if stored outdoors) Paint & laccluer,thinners P,CB's Paint & varnish removers, deglossers. Other chlorinated hydrocarbons, , K 0 Paint brush cleaners .5 (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): (dryCl aners)"' ��.:�f �`XP r. OtherP eani'6g solvents 41.,1/ Fl V. / Bug and tar removers 6,21 cleansers, oven cleaners - white Copy,Health Department/ Canary Copy_`Business. �.t rt Fenner's Auto Shop Automotive Repairs 27 Betty's Pond Rd. SCOTT FENNER (508)771-4439 Hyannis,MA 02601 TOWN OF BARNSTABLE OMPLIANCE: CLASS: 1. Marine,Gas Stations,Repair satisfactory 2. Printers BOARD OF HEALTH 3.Auto Body Shops unsatisfactory- 4. Manufacturers COMPANY �ti 2 � � p (see"Orders") 5. Retail Stores 6. Fuel Suppliers ADDRESS �� (�� Class: � 7. Miscellaneous ryjl s QUANTITIES AND STORAGE (IN= indoors; OUT-outdoors) MAJOR MATERIALS Case lots Drurns Above Tanks Underk=und 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) C S new motor oil (C) ` transmission/hydraulic Synthetic Organics: degreasers Ia �� 1co a 2 Miscellaneous: 4 f� DISPOSAURECI AMATION REMARKS: 1. Sanitary Sewage .ater Supply LIE Town Sewer )PPublic Avcu fc.LEs- O On-site OPrivate �\ 3. Indoor Floor Drains YES NO_7)'/1_' O Holding tank:MDC O Catch basin/Dry well 6 kcl O On-site system 211J., e 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC 8 O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product NO 1. a Di I C�oc�r� _ TL PJ7- F6_�' S - 2. Qom_ Person(s) Interviewed Inspector Date a i TOWN OF BARNSTABLE I 7OMPLIANCE: CLASS: 1.Marine,Gas Stations,Re air ' satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers r � (see"Orders") 6FlulerCOMPANY �. . ueS s VV ADDRESS Class: 7.Miscellaneous ITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MA , iO ! IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) l W I , #2(B) Heavy Oils: waste motor oil (C) y> new motor oil(C) transmission/hyd Synthetic Organics: degreasers Miscellaneous: DISPOSALIR.ECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply y O Town Sewer Public ,�—s�f �✓ On-site OPrivate 3. Indoor Floor Drains YES NO ri' _ O Holding tank:MDC 0 Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: 0 Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter YES No 2. Person(s) Interviewed In7soaor Date 7`�� �� TOWN OF BARNSTABLE MPLIANCE: CLASS: 1.Marine,Gas Stations,Wair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPAIVY /1/�e?°f! �+ (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS "7 C18S5: 7.Miscellaneous �jj QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MAIVRAIALS 1 . IN OUT IN OUT IN OUT #&gallons Age 7Test Fuels: n l(A Diesel, Kerosene #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) Cad transmission/hydraulic Synthetic Organics: degreasers s � Miscellaneous: pr DISPOSALIRECLAMATION REMARKS: 1. Sanitary Sewage 2.gW�, ter Supply O Town SewerPublic )drOn-site OPrivate r1 3. Indoor Floor Drains YES NO y 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 1. 13'I C fJ pI G�?1� �yG a YES No i� Person(s) Interviewed Inspector Date r 20 ; ; ; : : : : : : : TEL No .2032760168 May 10 ,96 9 :33 No .001 P .02 Jack E. Greenslade 49 Deerbrooke Circle Southington, Ct Of 489 Ms. Susan Rask June 9, 1998 Barnstable Board Of Health Dear Ms. Rask, 1 request thatt no hearing be held on Hyannis Ttansmission tonight. Ninty percent of the infractions have been corrected at this time. There remains two barrels outside which will be disposed of by Hyannis Transmission within the next ten day. Thank you. Sincerely, Jack E. Greenslade I i { TEL No .2032760168 May 10 ,96 9 :33 No .001 P .01 671CMAJ F(2o0l : off' poq�C—s y TOWN OF BARNSTABLE BAR—W 1828 Ordinance or Regulation WARNING NOTICE Name of Offender/Manager Ay- To-c( 6-4^ee-oS14 Address of Offender Y? beev-Arafla , (it,- i(e, " MV/MB Reg.# Village/State/Zip 1'ctiyleoci l-n C? OCY79 Business Name �'Y� on �-'/� 19 (211 Business Address Z'?' Signature of EKhrorcing Officer 0 Village/State/Zip I&C- n44• Location of Offense 2 ? l z �� /® an,t o Aq- vla,— Enforcing Dept/Division Offense AA-ae �C➢C l,r colk'l � Facts -542:14 1 lt�fviy &--&J VeJF O�•-� U�J��Q ��d Ce'v�fDFlh�t�i�•• 6 Z4 (N it ti .c.:+i► 2 Y h-'e-V-r:T" 1757 Q® 4i-ck b GvVrlo' 41 SY��� Greve 2 � This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. 4 ,f• 7 r • .•t t P, , y ,fit sr w} TOWN OF BARNSTABLE BAR 1 828 Ordinance or Regulation � . WARNING-'NOTICE Name of Offendaer/Manager ir; 'Tttc(c . 64-ee,tiS�A��. Address of O.'ff)ender, :' fee,, rov(cq C G(e, My/MB Reg.# Village/State/Zip-To1, ,. Business Name �'y to/pm, on IF n Business Address Z-7 ( tr Pe,4d Signature of-,t forcing Officer Village/State/Zip.. I&Cvn *PC4.. AIA B " . . . Location of Offense l .G . l dtp :o Enforcing Dept/Division Offense -i�t,G�� .Facts Sfii� ; r�. y V ryW��o 4�� NUJ: U 1��.P '� d C 17��1rh�stp�l r . ► �'> s Y w t t Z y Gt v vrI ` , i ;'�o ic,ckf w,:<r Co{ ;rr��d kerea44c.-.r t .,This will serve only :as-.a, warning.. . At,,,`this;.time. no legal action has been taken. It is the. ' goal;'. of - Town'_'agencies to achieve voluntary compliance of.. Town Ordinances, ,-.Rules and : Regulations.':''. Education'. ,efforts and warning notices .are attempts' to :gain voluntary compliance Subseq:uent violations will result in appropriate. leg:al action by ,the Town ' i t _th A... Y , TOWN OF BARNSTABLE Bp,R-W z'. Ordinance or Regulation y , WARNING NOTICE Name of Offender/Mane er g AV-,. -Ta€k. S r44f Address of Of J/7. �ede0' ea (t Ctr �{e, � MV/MB Reg.# sr Village/State/Z'ip � ti VAX JA. , C-r 06-CI 9 Business, Name ' /. m- on 19 Business Address Z 7 &' `f � d Signature of Enforcing Officer Village/State/Zip MYa,0 a z 6 ,0 1. Location of Offense '2 1 154. 001"ci- Enforcing.:Dept/Division f Offense r i d Fat.ts t�... ..�. ► .. ; 7 � . �'. 0tY . fn.� s' (� f S1`v.,�Qf ',This: will- :se rve only 'as a warning At �t'his time no l '1-action has been taken It is the "goal E. of ;Town ``?age,rcies ;: to achieve'' voluntary "'`compliance ,'of. Town Ordinances, Rules, and' Reguaations Education efforts and, warning notces> are attempts ` to :gain ;voluntary compliance Subsequent violations will result ' in appropriate legal -actoniby the Town y:: _ r TOWN OF BARNSTABLE BAR-W` J .Ordinance or Regulation WARNING NOTICE Name of Offender/Manager Ay, "To€ - le it Address of Offender ` ' Orev, A c, i t - t te. . MV/MB Reg.# Village/State/Zip (,,�,�,;41,, F,, C"' ` 0161,1 9 Business Name ! / ,m; onG"°"/ 19 � a Business Address J. "7 rsp iA "r { `Signature of Enforcing Officer Village/State/Zip ge, { Location of Offense 7 5.* �j r A4,10 t ,� Enforcing Dept/Division Offense 'E✓i E fgC71' l+' f3 � f` Facts This will serve only as a :warning. At this time no legal action has been taken. It is the goal of Town agencies :. to achieve voluntary compliance of Town Ordinances, . Rules and. Regulations. ,.Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in -appropriate legal action by the Town... t r t k.......r.h.,...,.tU _ 3.. Y._a <.,3 ..t�..., ..,.,. .,, .:awmf n,, a.5 r_..n. ...' _mh..... k w. x. .s.x—, ia•r, e .a< .-, . ... �....,., e....�... f`. . .k F \ f •F �w��t��r f' � �y�s�� �������rr���y� �o ..;e'', ..t.� �� +: s- C. I � c c {t ;c k.� r I � •i w= ,�t'i,7.: as •S�is" a'4� y!.-`Y �. � 'f:4 LdK 4t&-,-r a v� fvv� �/.s• T(✓C! d4-16--J -07 I�A.�(tild:��Ati07i� d� w►t X V%.dam- jta Fp,- c o c,.d.,. r( ere-"- Al"d -Aw s! st powee..f poktl . LZ 04073 09,04 It f C I� t �IIyFr({ r� kt r� •' oo '.. G � f' C 1�, v i i L �- _C t k •r �, =r +k�. �; � <� �,rvw�, d7 vwLe•tid'�•+� • � �j� Z _ ( f I � r- ryy:� 1`. �: Gl _' I 1 ;c.: r.- t I Vic. 'O v4-S; au �',l A, d- V-e-c" avo-.:�e (Ce./A 0 O%--k 1 S'S l Ste`ll 1. ` w� ,-1 IGz '��5 l J/ w s � C a �f c:.t (�l O G L� t � _ ��. .� s_ 1°C�L<- u �alp\ •p�;,� �vC-4 � v c:�.ti ` � w� 't �a4 � Clie�t.�-c.-.�_ CUt. Pam/ t e s•✓.Q�� � ��C�G�t'�� G�jt.c.�m Sod G� w#-'.f C4-1 Le (,vQ J C.v► C. Q�-Gc�Gt Y 1*11711elti c r/L 1 v cyv �51�- s a l,a. rous-, - CLOA,(:�d� U<z IC—1(7-Z'--? 10 3 CLI� L ",4 Q x Cx �f cfwo &)J, L LA 1��c►� wo`< o o:�?G� — �� 5 tv� q�O VkA�`f CSC vt d%/ Z S e t g4, A a,,e Cy �,, d�i C� ��►� c�wo-�. i.l , i 4 i i �i 1. Jack]E. Greenslade 49 Deerbrooke Circle Southington, CT 06489 Mr. Thom A Thomas . McKean April 10 1998 Director of Public Health Town of Barnstable Public Health Division . P.O. Box 534,Hyannis,MA 02601 Re: Hyannis Transmission Property 27 Betty's Pond Road Hyannis, MA 02601 Dear Mr. McKean, I, Jack E. Greenslade, do hereby petition the Board of Health for a hearing on the above a matter. I am currently working with Hyannis Transmission on correcting the violations. Thank you, rack . Greenslade cc: Hyannis Transmission Z 203 498 578 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sent to G' z-Dmw?e Street umber Ge A7 Post Office ate,&ZIP Cade Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee Ln Return Receipt Showing to Whom&Date Delivered Q Return Receipt Slowing to Whom, Q Date,&Addressee's Address 0 TOTAL Postage&Fees $ 7 fh Postmark or Date € li a Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). - 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service m window or hand it to your rural carrier(no extra charge). m 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the d return address of the article,date,detach,and retain the receipt,and mail the article. Ir _ 3. If you want a return receipt,write the certified mail number and your name and address cbrn on a return receipt card,Form 3811,and attach it to the front of the article by means of the j gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. o�D M 5. Enter fees for the services requested in the appropriate spaces on the front of this E f receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. t`0L 6. Save this receipt and present it if you make an inquiry. t o2595-97-B-ot 45 a �o_ Z��- o 16A R Town of Barnstable aNwaree[Z. Department of Health, Safety, and Environmental Services Public. Health Division P.O. Box 534, Hyannis MA 02601 Office: 508-790-6265 Thomas A McKean,RS,CHO FAX: 508-790-6304 Director of Public Health C, I I March 30, 1998 d Jack Edward Greenslade 49 Deer Brook Circle Southeastern, CT� 06489 RE: Former Hyannis Transmission Property 27 Betty's Pond Rd. Hyannis,MA 02601 Dear Mr. Greenslade, The Barnstable Public Health division was notified of a complaint regarding the above referenced property.' Glen Harrington R.S.of the Public Health division inspected the subject property and observed the following items at the property: • 13 tires • tire changes • 6 woodpallets • 1-55 gal drum of unknown liquid-old label transmission fluid _ • 4 steel 55 gal drums _ • 3 plastic 55 gal. drums • pick-up truck bed filled with oily car/muffler parts l The storage of drums outside without secondary containment and 110%storage capacity of total volume stored is a violation of Article X =. The drums nay be moved inside or preferably disposed of. The tires,pallets,and miscellaneous waste metal goods are violations of ordinance No.l -Filth and Refuse. i You are ordered to remove these items within 7(seven)days of receipt of this notice. � I You may request'la hearing before the Board of Health in written petition requesting same is received within seven(7)days of receipt of this notice. PER ORDER OF THE BOARD OF HEALTH WasA ThKean Director of Public Health ,I I TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations, BOARD OF HEALTH J JW satisfactory 2.Printers 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY—F ss9 a� L�Q (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS ;77 At.,rtrl' C183S: 7.Miscellaneous �q:�3,� QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS 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 ` Miscellaneous: S' DISPOSAL/RECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply f�'� �!✓�f f�-s tom' O Town Sewer �&ublic AOn-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 YES NO 4-- 2. Person(s) Interviewed Inspector Date Date: TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAMEOFBUSINESS:T, e�S BUSINESS LOCATION: � z75 �S ®� _� MAILINGADDRESS: l� d��I� �� ���f f�� d �.�' Mail To: TELEPHONE NUMBER':/_�),z2y- - �Zy Board of Health Town of Barnstable CONTACTPERSON: La; P.O. Box 534 EMERGENCY CONTACT TELEPHONE NUMBER: 65�� V Hyannis, MA 02601 TYPEOFBUSINESS: ��7d �,' Does your firm store any of the toxic or hazardous materials listed below, either for sale or for you own use? YES _i,� 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: � 4X TELEPHONE:60F LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity Antifreeze(for gasoline or coolant systems) Cs Drain cleaners i/ NEW USED —/�— Cesspool cleaners TAutomatic transmission fluid /T- Disinfectants .D Engine and radiator flushes 0 Road Salt (Halite) OA�;6 Hydraulic fluid '(including brake fluid) Refrigerants Motor oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet Fuel Photochemicals (Fixers) ® Diesel fuel, kerosene, #2 heating oil NEW USED Other petroleum products: grease, 0 Photochemicals (Developer) lubricants, gear oil NEW USED ,V. �W/ Degreasers foriengines and metal Printing ink Degreasers for driveways & garages _� Wood preservatives (creosote) 0 Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda �j V1 Car wash detergents _ Jewelry cleaners Car waxes and polishes Leather dyes Asphalt & roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners fJ Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) 0 Paint & varnish removers, deglossers Paint brush cleaners � Any other products with "poison" labels -T (including chloroform, formaldehyde, D Floor & furniture strippers hydrochloric acid, other acids) Metal polishes 0— Laundry soil & stain removers Other products not listed which you feel .(including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents _0 Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS � ,� I "".�,i � � � i � � I � � � �� `� �� � � t � �; ..�;� Health Complaints 30-Dec-97 Time: 11:15:00 AM Date: 12/29/97 Complaint Number: 1149 Referred To: GLEN HARRINGTON Taken By: LYNDA SARGENT Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: Business Name: hyannis transmission Number: 1 Street: betty's pond rd Village: hyannis Assessors Map-Parcel: Complaint Description: A woman called and said she was speaking for all neighbors. She said that Hyannis Transmission has moved and that the property still has old tires and junk on it. Hyannis Trans. moved a couple of months ago. Actions Taken/Results: gh inspected 11:30 am 12/30/97. Outside- 13 tires, tire changer, transmission jack, 6 wood pallets, 1 panel van, 1-55 gal drum of unknown labelled trans fluid, 4 steel 55 gal drums, 3 plastic 55 gallon drums, pick-up truck bed filled with oily car/muffler parts, AST w/shed but no pad or secondary containment. Inside-approx. 10 leaking transmissions on floor, two engine blocks on floor, oil stains with speedy-dry, two 55 gal. drums, 1-20 gal w.o dru an on it. o rved. A letter will be nt to owner outlining above and violations noted. Investigation Date: Investigation Time: 1 a. Health Complaints 29-Dec-97 Time: 11:15:00 AM Date: 12/29/97 Complaint Number: 1149 Referred To: GLEN HARRINGTON Taken By: LYNDA SARGENT Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: Business_Name: hyannis transmission Number: 1 Street: betty's pond rd Village: hyannis Assessors Map-Parcel: Z �l v/o Complaint Description: A woman called and said she was speaking for all neighbors. She said that Hyannis Transmission has moved and that the property still has old tires and junk on it. Hyannis Trans. moved a couple of months ago. Actions Taken/Results: /" (dGtty�1/r�° �d�a @ w✓,� Pry �c��C S Investigation Date: Investigation Time: �YJ, (3 TG e.., l S-5'S`,r.( %14, .. v V,,f e, ,'`^ ---- �a-(/�(� ry a o J �� �✓ 4 - S 4oS�_5 cti( ►-�-:I - Z.i/ y ewl' 4G� - Gi�je 01 l cc,,�c - �- c CCI-1- CW4_���-�� . d. PAR ] Real Estate System - General Property Inquiry] Help [ ] Parcel Id: 290 084- - `Account No: 19612 Parent : Location: 27 BETTYS POND RP Neighborhood: HY09 Fire Dist : HY Devel Lot : Lot Size: . 27 Acres Current Own: GREENSLADE, JACK EDWARD State Class : 031 49 DEERBROOKE CIRCLE No. Bldgs : 2 Area: 1176 Year Added: SOUTHINGTON CT 6489 Deed Date: 040186 Reference : 5016/131 January 1st : GREENSLADE, JACK EDWARD Deed MMDD: 0486 Deed Ref : 5016/131 Comments : Values: Land: 55100 Buildings : 22800 Extra Features : 1100 Road System: 27 ' Index: 121 (BETTY' S POND ROAD ) Frntg: 151 Index: ( ) Frntg: Control Info: Last ,Auto Upd: 050695 Status : C Last TACS Update: 031795 Land Reviewed By: Date: 0000 Bldgs Reviewed By: ME Date : 1187 Tax Title: Account : Taken: Account Status : Hold Status : Cancel [ ] Press XMT for more data Next screen [PAR ] Action [ ] Owners Name [ � ] Road Index [ ] Road Name [ ] Parcel Number [290] [085] [ ] [ ] [ ] i TOXIC AND HAZARDOUS MATERIALS REGISTRATIONTORM NAME OF BUSINESS: 114M0/ 15 r'2�}iyS � �� itJ =.Mail To: BUSINESS LOCATION: f2A)6 3 S / — ''>Board of Health MAILING ADDRESS: /2j Town of'Barnstable P.O. Box 534 TELEPHONE NUMBER: 5-0 q 7 7 2-2,, Hyannis, MA 02601 CONTACT PERSON.: EMERGENCY CONTACT TELEPHONE NUMBER: 7�e'1®_,11 Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, igga YES ,lr:_ 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 w 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 Y Antifreeze (for gasoline or coolant systems) ain cleaners `,Automatic transmission fluid 'r-_(�To1let cleaners ngine and radiator flushes esspool cleaners LHydraulic fluid (including brake fluid) isinfectants 64d_� Motor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel �fefrigerants fesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants fro-denticides) Degreasers for engines and metal "'y Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink -0—Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers �wimming pool chlorine Car wash detergents Lye or caustic soda Iw Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes fertilizers (if stored outdoors) Paint & lacquer thinners PCB's _ aint & varnish removers, deglossers Other chlorinated hydrocarbons, aint brush-,cleaners (inc. carbon tetrachloride) door & furniture strippers Any other products with "Poison" labels 71%tal polishes (including chloroform, formaldehyde, -&-Laundry soil & stain removers- hydrochloric acid, other acids) (including bleach) Other products not listed which you feel rn-Q Spot removers & cleaning fluids be toxic or hazardous (please list) (tlry cleaners) .Gfil 'Other,,cleaning solvents v 6 1�r � �f 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 2.Printers BOARD OF HEA TH 3.Auto Body Shops ° 0 unsatisfactory- 4.Manufacturers COMPANY i YAAI# (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS 0? Class: . 7.Miscellaneous I QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERMLSM. IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel Kerose #2 B waste motor oil (C)' new motor oil (C) .r� transmission draulic Synthetic Organics: I degreasers Miscellaneous: 0 ym 0 UO DISPOSAL/RECLAMATION tEMARIK 1. Sanitary Sewage 2. ater Supply g /V✓ Town Sewer Public IJ4, C X � Won-site OPrivate 3. Indoor Floor Drains YES NOX 0 To 'Toe 0�& 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 ' . . 1• Person rnterviewed Insp,57or -D e " arms �_ FAWCETT �T15-I2/ REFERENCE: POND MA (1,1AUNT MW-4 Town of Barnstable Geographic Infotmatiou System,Map 290,Parcel 84 , h 11 AUNPONE) 5WffT AND LOCUS:BETT1"5 POND RD. Man St. O 9 �• LOCUS 0s `PBettys Pond Rd. BETTY'S �/ > KEY MAP ONDLEGEND $HB Hand Boring4 TB Test Boring A MW Monitor Well i" - - � --- Groundwater Flow with MW-2 - 7 Groundwater Flow without MW-2 WE5T MAIN 5T. / ------------ PLAN OVERVIEW / 0 100 200 300 r GROUNDWATER WELL GAUGING I t �I DATE:O]/08/09 TIME:70:20 AM TIDE: DATE:02/13/09 TIME:1:30 PM TIDE: WELL T.O.C. D.T.W. S.W.L. FLOW VECTOR WELL T.O.C. D.T.W. S.W.L. FLOW VECTOR TW-1 30.50 15.55 14.95 W/MW-2: TW-1 30.50 "15.67 14.83 W/MW-2: MW-1 29.84 15.85 13.99 S 580 E(238°)Y MW-1 29.84 15.97 13.87 S 58°E(238°) I MW-2` 30.15 15.21 14.94 W/O MW-2: MW-2 30.15 15.33 14.82 W/O MW-2: MW-3 30.02 14.81 15.21 S IS°E(165°): MW-3 30.02 14.94-- 15.08 S 15°E(165°) - - DATE:01/12/09 TIME:10:20 AM TIDE: - E WELL . 7.0.C. D.T.W S.W.L. FLOW VECTOR TW-1 30.50 ' 15.53, 14.97 W/MW-2: ; Existing 5tructure MW-1: 29.84 15.85 13.99 S 580 E(2380) Ddch / MW-2 30.15 15.20 14.95 W/0 MW 2 I s AREA OF:PROPO5E0 501L(REMOVAL x 7'(W) 5'(D)(42 ycis)l MW-3 30.02 14.82 15.20 S 33°E(147°) i \ I / ND-14 / 515ting Dwelling \ /$ , fiB-),. B- $ri5-G$r113-7 / F713 a J11T2_ . Former 275 Galion / _ Fuel Oil A5T ItT61 I/ Vent / M'W-3 TB-O/ Area of Staimn {�Te- M W 9 n T5v( I' PROJFCrfD Grade SOLUTE TRANSPORT PAThWP Y Poundatlort l RTN#4-21642 y \ JACK GREENSLADE DETAIL � �ompgrt.Cl�an 5and/'Flosyable PdF Project: '•^ ,, - i O 40 80 20 �PP�FO5ED MONITOR WELL 49 DEERBROOK CIRCLE,SOUTHINGTON,CT 06486 Title: SCALE 1"=40' IMMEDIATE RESPONSE ACTION I'of Peastone 27 BETTY'S POND ROAD,HYANNIS,MA S.V.E.Manifold � �'� " •�- ' G _o o v �> o 2 112'of 3/4"AggregateEN BNETT ENVIRONMENTAL ASSOCIATES, INC. 15'BG5 LICENSED SITE PROFESSIONALS,ENVIRONMENTAL SCIENTISTS, SUB SLAB VENTING/INFILTRATION SYSTEM DETAIL GEOLOGIST, EWS 1573 MAIN STREET,P.O.BOX 1743,BREWSTER,MA 02361 _ PHONE:(508)396-1706 -bennea-eaxom FAX:(508)896-5109 NOT TO SCALE DATE SCALE BY CHECK JOB NUMBER - ORAWING:...AAJobs\Bennett Envmonmenta1\Green5lade\10°65.IRA.dwg 03/04/09 As Noted JTW/f DCB BEA08-10065 - FAWCETT HyarlrliS- �� v REFERENCE: POND MA _ MW� Town of Barnstable Geographic Information System,Map 290,Parcel 84 AUNT B POND O \l WETLAND. -/ LOCUS: I I A27 ( BETTNS POND RD. �! Mam St. - N _ _ �_ I LOCUS C3 S t P Betty,Pond Rd. rn o 11i AUNT DET Y5 i j4 POND / / / KEY MAP 70 0 o rn i+ a LEGEND QnB Hand Boring V ®TB Test Boring I 1` A Mw Monitor Well ---- II Groundwater Plow with MW-2 1, Groundwater Flow without MW-2 WEST MAIN 5T. PLAN OVERVIEW j 0 100 ( 200 300 5CALE I"=100' GROUNDWATER WELL GAUGING E DATE:01/08M TIME:10:20 AM TIDE: WELL T.O.C. D.T.W. S.W.L. FLOW VECTOR TW-1 30.50 15.55 14.95 W/MW-2: I / MW-1 29.84 15.85 13.99 S 58°E(238°) s / MW-2 30.15 15.21 14.94 W/OMW-2: $ MW-3 30.02 14.81 15.21 S 15°E(165°) DATE:01/12/09 TIME:1020AM TIDE: E WELL T.O.C. D.T.W. S.W.L. FLOW VECTOR I Existing Stnxture TW-1 30.50 15.53 14.97 W/MW-2: MW-1 29.84 15.85 13.99 S 58n E(238n) D.tch MW-2 30.15 15.20 14.95 W/OMW-2: I AREA OF PROPOSED SOIL REMOVAL MW-3 30.02 14.82 15.20 S 33°E(147°) : [- 9'(L)x T(W) 15'(D)(42 yd5)1 I � E _ / Exl5ting Dwelling / Former 275 Gallon Vent // - Fuel Oil A5T fA TH-I I/ MWIa // Area of 5taining .'qF y� Z�MW3 I' /Z_Z/� P�JfC O sOWTE TRAN5PORT PA7,t Wxy Grade Foundation \ �1 RTN#4-21642 Project: JACK GREENSLADE \' Compact Clean Sancti Plowable fill \ D ETAI L APROPO5ED MONITOR WELL 49 DEERBROOK CIRCLE,SOUTHINGTON,CT 06486 0 5 10 15 Title: I'of Peastone 5CALE I"=5' IlVIlIR EDIATE RESPONSE ACTION PLAN S� ca P e 27 BETTY'S POND ROAD,HYANNIS,MA S.V.E.Manifold o J v BENNETT ENVIRONMENTAL 0 0 oL o- 2 1/2'of 3/4"Aggregate ASSOCIATES, INC. 15'BG5 LICENSED SITE PROFESSIONALS,ENVIRONMENTAL SCIENTISTS, GEOLOGIST,SANITARIANS 5UB SLAB VENTING/INFILTRATION SYSTEM DETAIL 1573 MAIN STREET,P.O.BOX 1743,BREWSTER,MA 02361 PHONE:(508)896-1706 www.be®elt-eacom FAX:(508)896-5109 NOT TO SCALE DATE SCALE �J�TWlf CHECK JOB NUMBER DRAWING:...AAlobs�Dennett EnvironmentarGreensladeU 0065.IRA.dwg 01/21/09 As Noted DCB BEA08-10065 I