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1040 IYANNOUGH ROAD/RTE 28 - Health
---l[1-040'-Iyanough-Ruad;w-yan'ni, Ever ��tl rs` ---- o i ! v i, r � �I 9 ° i I i V 't e 'i i f May 22,2012 Certified 47007 2560 0000 9173 6874 Ms.Maureen Norton Parker's Discount-Liquors 1166 Iyannough Road , Hyannis,MA 02601 Re Transfer of Ownership:.Disposal Site Related Monitoring Wells Parker's Discount Liquors. 1166 Iyannough Road;Hyannis,MA RTN 4-11301 open 11'40 Iyannough Road;Hyannis,MA ' Dear Ms.Norton:: Sovereign Consulting Inc (Sovereign), on behalf of Motiva Enterprises LLC (Motiva), is preparing to submit a Response Action Outcome;(RAO):Statement to the Massachusetts Department of Environmental Protection (MassDEP) for the above referenced site identified by Release Tracking Number (RTN) 4- 11301. This site;.a former Texaco=Branded Service Station and currently a Town Fair Tire.retail store and A Marks retail store,is, to Parker's Discount Liquors. &were personnel previously installed y -J 1 , q 8n P P y and,subsequently sampled-from five monitoring wells in the.parking lot of Parker's Discount Liquors.' As part of the disposal;srte closure'activities,the monitoring wells previously installed as part of Motrva's assessment and/or response activities were scheduled to be abandoned (.e., sealed with grout, road box..es removed, and a hot asphalt.patch to match.surrounding paving). On May 16, 2012.1Sovereign "� personnel,discussed with you- that if.you did'not allow. Motiva and its consultant to access the property to abandon the monitoring wells,James Norton Trust would assume ownership of these monitoring wells and'be responsible for any/'all future maintenance,repair, or closure required. At the tirne you verbally agreed to assume ownership on behalf of James Norton Trust. Attached to this document is. a Massachusetts Well Transfer Legal Document. Please review the. document and return a signed copy to Sovereign Consulting Inc. If you have any questions, please feel free to contact the undersigned at 508-339-3200. Sincerely, SOVEREIGN CONSULTING INC. Eric D.Simpson,P.G'.,ISP Operations Manager ca David Weeks,Motiva Enterprises LLC,1830 South Road,PMB 301,Unit 24 Wappingers Falls,NY 12590 Massachusetts Departent of Environmental Protection-SERO,20 Riverside Drive,Lakeville,MA 02347 m Ms.Cynthia Martin,Barnstable Public Health Division,200 Main Street,Hyannis,Massachusetts 02601 Sovereign File-2E711 I 16 Chestnut Street, Suite 520 • Foxborough, MA 02035 •Tel: 508-339-3200 • Fax: 508-339-3248 SOVEREIGNLT • April 20,2012 Via eDEP Electronic Upload Commonwealth of Massachusetts Department of Environmental Protection-SERO 20 Riverside Drive Lakeville,Massachusetts 02347 = Y s Ph: 508-946-27.b0 `� Re: Phase V,Remedy Operation Status and�Reh"ial Monitoring ReportA Former Texaco Branded Service Station 1140 Iyannough Road � M1p � Hyannis,Massachusetts 02601 ?3 RTN 4-11301 : To Whom It May Concern. On behalf of Motiva t Enterprises LLC.F(Motiva),Sovereign Consulting Inc. (Sovereign) is v submitting the attachedfhase'.V Remedy;'Operating Status'and Remedial Monitoring Report-), (ROS-RMR)regarding the above-referenced disposaVsite. The Phase' ROS-RMR was prepared according to 310 CMR 40.0890 of the Massachusetts Contingency Plan'.(MCP) and documents the operation and'effectiveness of the selected Remedial!Alternatives-(RAs) for GW RTN 4- 11301. If you have any questions regarding this submittal, please,feel free to contact either of the undersigned. x , Sincerely SOVEREIGN CONSULTING INC. 1y 6U' E Diann Ewanchuk ri Eric D.Simpson,P.G.,LSP Project Manager ' ` ;;' Operations Manager Ve Attachments: Phase U k0S-RMR Transmittal Form BWSC-108' cc: With Attachments: David Weeks,Motiva Enterprises LLC Ms.Cynthia Martin,Barnstable.Public Health Division Mr.Hans Keijser,Town of Barnstable Water Supply.Division Ms.Mary Ellen Cunha,the Wilder Companies .Sovereign File-2E711 -Pha5e V R0S- 4 -z0- 1z. pJ-P(3H13)i 16 Chestnut Street,Suite 520 • Foxborough,MA 02035 • Tel:508-339-3200 • Fax:508-339-3248 ` leer^ i�C-bH L7— P QA (4cM� �-aMina+, S.t+es � le '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: Kent Corson 04/010/2008 B008-4847 6116 South Carriage Park Circle __71 Salt Lake City,UT 84121 REGARDING: UIC CLOSURE DOCUMENTATION and LIMITED REMOVAL ACTION COMPLETION(LRA)STATEMENT N/F Corson Cadillac Jeep 1040 Iyannough Rd.—Hyannis,MA SHIPPING METHOD: Regular Mail ❑ Federal Express ❑ Certified Mail ❑ UPS ❑ Priority Mail ❑X Pick Up ❑ Ex ress Mail ❑ Hand Deliver ❑ ; COPIES DATE DESCRIPTION _,- 1 03/20/2008 UIC CLOSURE DOCUMENTATION and LMTED REMOVAL ACTION COMPLETION(LRA)STATEMENT N/F Corson Cadillac Jeep o 1040 Iyannough Rd.—Hyannis,MA �y C:a For review and comment: ❑ For approval: ❑ As requested: ❑ For your use: ❑x REMARKS: cc: Lieutenant Hubler-Hyannis Fire Department(Narrative,title page,site plan only)- Thomas McKean-Barnstable Board of Health(Narrative,title page,site plan only) John Klimm-Barnstable Town Manager(Narrative,title page,site plan only) FROM: John Tadema-Wielandt/gjb If enclosures are not as noted,kindly notify us at once L 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: UIC Program,DEP Boston Office April 9,2008 B008-4847 Attn:Ken Pelletier One Winter Street 6th Floor REGARDING: Boston,MA 02108 Underground Injection Control Closure Corson Cadillac,Jeep Sales&Service 1040 Iyannough Rd Hyannis,MA 02601 SHIPPING METHOD: Regular Mail Federal Express ❑ Certified Mail ❑X UPS ❑ Priority Mail ❑ Pick Up ❑ Ex ress Mail ❑ Hand Deliver ❑ COPIES DATE DESCRIPTION 1 UIC Class V Well Post-Closure Notification Form(original) ' w 1 3/20/08 UIC Closure/Limited Removal Action Completion document C.- 1 Bill of Lading/Aggregate Industries Soil Recycling Submittal/Receipt 1 Topographic Map ? ' 1 3/20/08 Site Plan 1 3/14/08 Laboratory Analytical Results[Groundwater Analytical] �m 01 For review and comment: ❑ For approval: ❑ As requested: ❑ For your use: 0 REMARKS: Ken, Please find enclosed a UIC Class V Well Post-Closure Notification Form,the related LRA document,soil disposal documents, laboratory analytical results and associated peripherals for the above referenced project. Please call me directly if you have any questions. cc. Kent Corson UIC Program(DEP SERO) Ed Jenkins-Barnstable Plumbing Inspector Thomas McKean-Barnstable Health Agent File FROM: If enclosures are not as noted,kindly notify us at once i Massachusetts Department of Environmental Protection Bureau of Resource Protection — Drinking Water Program UIC Class V Well Post-Closure Notification Form Transaction Type: Registration ® Closure® Partial Closure ❑ Closure/Replacement❑ Important: A. Facility Information When filling out forms on the computer,use N/F Corson Cadillac Jeep Sales and Service 1040 lyannough Rd. (Rte. 132) only the tab key Facility Name Facility Street Address to move your Everett H. Corson, Inc. 5511. cursor-do not Company Name(if different) SIC Code Facility# (MassDEP Use Only) use the return MA 02601 - key. Hyannis City/Town State Zip Code VQ Barnstable 41 40' 23" 70 18' 12" County Location:Latitude Location:Longitude 508-775-3600 Not Applicable Facility Telephone Number(optional) Facility E-mail(optional) MAD 048273932 EPA Hazardous Waste Generator ID Number EPA Hazardous Waste Generator ID Number 6. Owne.r/Operator.info.rmation Everett H. Corson, Inc. 1040 lyannough Rd. Name of Owner Address of Owner(if different than Facility) Hyannis 'MA 02601 CiVrowh ; State Zip Code Address of"O erator if different than Facility) Name of Operator(if different than owner) p City/Town State Kent Corson 508-776-4496 Legal Contact ,Legal Contact Phone# Legal Contact Fax# EPA Hazardous Waste Generator ID Number EPA Hazardous Waste Generator ID Number Ownership Type: Private: Industrial ❑ Commercial ® Non-Profit ❑ Residential ❑ Public Local ❑ Regional ❑ State ❑ Federal ❑ C. Injection Well Information Individual ® Area❑ See instructions drywell/leachpit 5 x 28 1 -Table Well Type Well Code Number of Wells Well Construction (check all that apply): ® Drywell ❑ Septic Tank ❑ Cesspool ❑ Improved Sinkhole ❑ Drainfield/Leachfield Other See instructions Motor vehicle wastes/washwater -Table Type of Discharge unknown. . 1976+/- 1996+/- Average Flow(gallons/day) Year of Well Construction Year'ceased using Well Entry-Points to System (EP): 5 5 0 #EP before proposed closure #EP proposed to be closed #EP after closure* "proposed—need to be Registered with the UIC program ° ma Massachusetts Department of Environmental Protection Bureau of Resource Protection —Drinking Water Program UIC Class V Well Post-Closure Notification Form C. Injection Well Information (continued) See instructions WELL OPERATION STATUS: Active ❑ Under Construction❑ Temp.Abandoned❑ Active/Partial Closure❑ Permanently Abandoned/Not Reported Previously 27' +/- 200' +/- See instructions Depth to water table Depth to bedrock sandy fill-sand >1,250' See instructions Soil type(s)at site- e.g.fill,sandy till,gravel,sand Distance to nearest private drinking water well 2,500'+/- Mary Dunn PWS Well See instructions Distance to the nearest Public Water Supply Name of nearest Public Water Supply D. Well Closure Option Selected and Required Activities (as per MassDEP—UIC Program): Option -Sealing: Plug point of entry, if applicable (see 248 CMR 2.09). Submit copy of Form WS1: Notice of Plumbing Inspector Approval to Seal Floor Drain (where applicable) Form WS-1#(assigned by MassDEP) Plumbing Permit# Date of Plugging Option—IWW Holding Tank(314 CMR 18.00): Connect discharge to a Certified holding tank meeting appropriate MassDEP requirements. Submit-Floor plan with holding tank and floor drain location(s) IWW Holding Tank Certification Transmittal# Date of Submittal Tank ID# Date of Connection Option—Sewer: Connect discharge to municipal sanitary sewer Submit Sewer discharge permit#or Letter approval from Local Sewer District. 1996 1996 Date of Approval to Connect Date of Connection Barnstable sewer authority Name of POTW Permit# Note: MassDEP is in the process of updating the regulatory requirements pertaining to the above permit program (Industrial Wastewater Sewer Connection). Please contact your MassDEP Regional Service Center for current requirements. Option-Other: Certain other options are also acceptable(e.g. closed loop recirculating system,closure and removal of entire operation,surface water discharge permit). Specify and attach a sheet with additional information: Specify Option Selected Submit WS-1 if floor drain(s) are closed. Permit# Approval Date Connection Date LlMassachusetts Department of Environmental Protection Bureau of Resource Protection — Drinking Water Program UIC Class V Well Post-Closure Notification Form D. Well Closure Option Selected and Required Activities (continued) Submit all screening and Analytical Results:This information must be submitted in accordance with criteria specified in the document entitled "Massachusetts Closure Requirements for Shallow Injection Wells." Facilities Waste Management Plan: When required via the issuance of an enforcement order from the MassDEP's UIC program or in response to your Pre-Closure submittal from the MassDEP's UIC program, a waste management plan specifying methods to be used to properly collect, store, and dispose of all potentially hazardous wastes must be submitted February 28, 2008 Date of Well Closure(s) E. Affidavit I/We understand that I/we must handle, store, and dispose of all hazardous wastes in an environmentally sound manner in accordance with all appropriate regulations. I/We certify under penalty of law that I/we have personally examined and am familiar with the information submitted in this document and all attachments and based on my personal knowledge or inquiry of those individuals immediately responsible for obtaining the information, I/we believe the information is true, accurate, and complete. I/we am aware that there are significant penalties for s ng Ise i ationn including possible fines and impri on�me \d-- Li I— ignature of Preparer Date R. Kent Corson, Jr. General Manager Printed Name of Preparer Positionlritle F. Additional Instructions Who must register:Any party, other than those who are exempt as per 310 CM 27.07, who discharges or has discharged to a Class V Well as defined in 310 CMR 27.00 must apply. If you are closing the use of the well(s)for one(or more) uses but want to continue using the well(s)for one(or more) uses you must mark the top of this form Partial Closure and attach to this submittal a BRP WS 06 Form for those uses that you intend to continue to discharge to the Class V Well. If you are closing the well(s)and relocating the well(s)and are planning to have the same discharge (Well Code), you must mark the top of this form Closure/Replacement and attach to this submittal a BRP WS 06 Form for the replacement well(s). lip Massachusetts Department of Environmental Protection Bureau of Resource Protection — Drinking Water Program UIC Class V Well Post-Closure Notification Form F. Additional Instructions (continued) Further Questions:Any questions may be directed to the UIC Program at(617)348-4014 or to the UIC Regional Contact at your Regional MassDEP Office. Complete and sign this form, include all required attachments, and submit it to the appropriate MassDEP Regional Office: Northeast: UIC Program, MassDEP Northeast Regional Office(NERO), 205b Lowell Street, Wilmington, MA 01887 Southeast: UIC Program, MassDEP Southeast Regional Office, (SERO)20 Riverside Dr., Lakeville, MA 02347 Central: UIC Program, MassDEP Central Regional Office(CERO),627 Main Street, Worcester, MA 01608 Western: UIC Program, MassDEP Western Regional Office(WERO), State House West,4th Floor, 436 Dwight Street, Springfield, MA 01103 Service Center Phone Numbers: Northeast: 978-694-3200 Southeast: 508-946-2714 Central: 508-792-7683 Western: 413-784-1100x214 Send duplicate copies of all forms to: Local Board of Health Local Plumbing Inspector BENNETTENVIRONMENTALAssOCIATES, INC. LICENSED SITE PROFESSIONALS Q ENVIRONMENTAL SCIENTISTS Q GEOLOGISTS Q SANITARIANS 1573 Main Street-P.O. Box 1743, Brewster, MA 02631 Q 508-896-1706 Q Fax 508-896-5109 www.bennett-ea..com B008-4847 March 20, 2008 Everett H. Corson Inc. C/o Mr. R. Kent Corson 1040 Iyannough Rd. Hyannis, M.A. 02601 RE: UIC CLOSURE DOCUMENTATION and LIMITED REMOVAL ACTION COMPLETION (LRA) STATEMENT N/F Corson Cadillac Jeep 1040 Iyannough Rd.—Hyannis, MA Dear Mr. Corson, BENNETT ENVIRONMENTAL ASSOCIATES, INC. (BEA), as the successor to BENNETT & O'REILLY, INC., has prepared the following UIC Closure Documentation and Limited Removal Action Completion (LRAQ Statement, with Supporting Documentation, as a summary of discovery, environmental assessment and remedial response actions completed at the above referenced property in response to the discovery of an abandoned overflow leach pit during an ASTM Environmental Site Assessment. The follow-up investigation found a nominal amount of impacted soils below the earthen bottom of the leach pit with suspect soils beneath. BEA personnel supervised the removal of the leach pit and the excavation, transportation and licensed recycling of petroleum impacted soils. BEA further conducted end point soil sampling to document that impacted soils in sidewall and bottom of hole areas were removed and that a condition of No Significant Risk exists, wherein the most restrictive RCS-1 Reportable Concentrations standards were met. As such, the excavation and off-Site recycling of some 35 cubic yards (+/-) of petroleum contaminated soil has been successful in mitigating potential exposure risks to identified human and environmental receptors. This report documents regulatory compliance and serves to establish the technical rationale and justification for project closure without notification or remedial response liabilities as consistent with the provisions of 310 CMR 40.0318 and 310 CMR 27.00. The work conducted by BENNETT ENVIRONMENTAL ASSOCIATES, INC., represented herein, has proceeded under my supervision in a manner consistent with the MCP Response Action Performance Standards, 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. As such, this report 1 EMERGENCY SPILL RESPONSE Q WASTE SITE CLEANUP Q SITE ASSESSMENT Q ENVIRONMENTAL PERMITTING Q LAND USE PLANNING, WATER SUPPLY DEVELOPMENT,OPERATION&MAINTENANCE Q WASTEWATER TREATMENT,OPERATION&MAINTENANCE MARCH 20,2008 N/F CORSON CADILLAC JEEP/B008-4847 PAGE 2 OF 6 UIC CLOSURE DOCUMENTATION/LIMITED REMOVAL ACTION COMPLETION serves as the technical justification and rationale to substantiate UIC closure and LRA Completion under the governing regulations in effect at the time of this report. ENVIRONMENTAL CONDITIONS [Refer to Accompanying Site Sketch Plan] The property at 1040 Iyannough Road (herein referred to as the subject property) is located along the north side of Iyannough Road(Route 132) in the Barnstable village of Hyannis, MA [Refer to Figure 1]. The subject commercial property, known as Corson Cadillac, is primarily rectangular in shape running in a north-south direction perpendicular to Route 132. The property includes 2.0 acres of land identified on Barnstable Assessor's Map 294 as Parcel 002 [Refer to Figure 2]. The subject property is developed by a two-story steel-framed warehouse- style building and asphalt pavement located to the south and east of the building utilized for parking and displaying automobiles. The subject building contains a 2,000 SF showroom, a 3,100 SF space used as office space and parts department and storage, and a 6,500 SF service department totaling some 11,600 SF as constructed on a concrete slab in 1976. Access to the property is unrestricted with moderate frequency/low intensity of use and children potentially present. Access to the area of the former UIC, as approximately two (2) to eight (8) feet below grade beneath the paved parking / driveway area is more restricted to low frequency/low intensity of use and children potentially present. Regional groundwater contours indicate a southeasterly groundwater flow direction toward Lewis Bay, approximately two miles southeast of the subject property [Refer to Figure 3]. Site-specific groundwater flow has been calculated to be almost due east with a slight east southeasterly influence. Based on groundwater gauging data from three installed monitoring wells, groundwater is located between 26 and 28' below grade surface (bgs) across the subject property. According to the MA DEP BWSC GIS mapping, the subject property is designated as a Non-Potential Drinking Water Source Area (NPDWSA) as likely associated with the degree of development in the area. However, the property also falls within the Zone II of several municipal wells [Refer to Figure 4] and by the precedence established by the public water supply protective radius, is considered a Drinking Water Source Area. As such, the RCGW-1 Reportable Concentrations are applicable for groundwater quality, as are the GW-1 and GW-3 groundwater criteria under Method 1 - Risk Characterization in consideration of routes for potential exposures associated with ingestion, inhalation and dermal contact. Based on the presence of residential-use properties within 500' of the subject property, the RCS-1 Reportable Concentrations are applicable for soils. Site conditions relative to frequency/intensity of use and accessibility of soils indicate that the S-1, S-2 and S-3 (GW-1 and GW-3) soil categories are applicable in consideration of Method 1 - Risk Characterization. As such, the RCS-1 Reportable Concentrations are considered in review of the LRA remedial response performance standards and potential human and environmental exposure risks. BACKGROUND/ENVIRONMENTAL ASSESSMENT AND REMEDIAL RESPONSE/LIMITED REMOVAL ACTION In October of 2007, BENNETT ENVIRONMENTAL ASSOCIATES, INC. performed a Phase II Environmental Site Assessment at the subject property in anticipation of a property transfer. During the Site Assessment, several floor drains were observed within the service area r MARCH 20,2008 N/F CORSON CADILLAC JEEP/B0084847 PAGE 3 OF 6 UIC CLOSURE DOCUMENTATION/LIMITED REMOVAL ACTION COMPLETION Subsequent to reviewing the facility plans and interviewing the property owner, it at the facility q g tY was determine that the floor drains discharged to an oil-water separator, consisting of two 500- gallon tanks in series (a grit remover and oil water separator), located off the east side of the subject building and then on to the municipal sewer system. The subject property formerly had an MDC trap with an overflow to a leach pit in place of the two tanks. The system was upgraded to the grit remover and oil water separator around 1996 when the property was connected to the municipal sewer system. To determine whether the MDC trap and overflow leach pit were removed subsequent to the connection to municipal sewer test pits were scheduled. On December 28, 2007 BENNETT ENVIRONMENTAL ASSOCIATES, INC. personnel were at the subject property to perform test pits in the vicinity of the former MDC trap and overflow leach pit. Personnel from Robert Childs, Inc. were on-site with a rubber-wheeled backhoe to perform the test pits. Test pit TP-1 was performed in the area of a leach pit used as an overflow servicing the former MDC trap. The test pit was performed in the area of the former pit as marked out on the as-built drawings of the subject property provided. The leach pit was uncovered approximately 2' bgs. The concrete cover was removed and a hand boring was performed in the bottom of the leach pit from 0-1'(6-7' bgs). Approximately 6-8" of visually impacted soils were observed in the bottom of the leach pit during the hand boring. A soil sample from the bottom of the leach pit was preserved in the field and sent to a MA certified laboratory for MA Disposal Characterization in consideration of environmental impacts and potential remedial waste management. Test pit TP-2 was performed in the area of the former MDC trap. Adepression in the asphalt paving and asphalt patching were observed in this area indicating previous subsurface work in the area. Three road boxes were also observed in this area and were determined to be cleanouts to the existing piping servicing the grit remover/oil-water separator tanks. Test pit TP- 2 was performed to approximately 2' bgs. No evidence of an MDC trap structure was observed in the test pit. PVC piping from each of the three cleanouts was observed in TP-2 about l' bgs. The piping extended off to the area of the two current 500-gallon tanks as having been reconnected to the system after the MDC trap was removed. A cast iron pipe was also observed in TP-2. The cast iron pipe was not connected to anything in TP-2 and was headed east in the direction of the overflow leach pit. It was determined that the cast iron pipe was the overflow pipe from the former MDC trap that was removed when the system was upgraded in 1996. Results of soil analysis reported concentrations of total petroleum hydrocarbons (TPH) and cadmium, above the RCS-1 reportable concentrations. The property owner was informed that based on the concentrations of these two compounds, a 120-day reporting condition existed at the subject property in accordance with 310 CMR 40.315. In addition, Chromium was reported at its respective RCS-1 reportable concentration for that compound. The property owner was also informed that the leach pit also represented an unregistered Class V Well and an Underground Injection Control (UIC) structure which, required closure in accordance with the regulations for shallow injection wells (310 CMR 27.00). During the approval process for soil disposal, the disposal facility required the soil to be analyzed for Lead TCLP due to the elevated concentrations of lead reported (150 ppm) during the disposal characterization analysis. Since none of the original sample was retained, the excavated soil would have to be stockpiled prior to disposal and a sample would have to be '1 MARCH 20,2008 N/F CORSON CADILLAC JEEP/B008-4847 PAGE 4 OF 6 UIC CLOSURE DOCUMENTATION/LIMITED REMOVAL ACTION COMPLETION submitted for Lead TCLP prior to transport and disposal at Aggregate Industries asphalt batching plant in South Dennis, MA. On February 28, 2008, BEA personnel were at the site to oversee UIC closure and soil removal activities. Prior to removing any impacted soils, Childs personnel were instructed to remove 3' of clean overburden material from the top and surrounding portions of the UIC structure above the invert elevation. UIC closure activities then proceeded without event including the removal of the concrete pit and the excavation of approximately 35 cubic yards of impacted soils as based on visual observations and field-testing results. During the excavation of impacted soils outside of the former leach pit, a sample [HB-2: 0-1' (6-7')] was collected and preserved in the field for Lead TCLP as required by the disposal facility. A laboratory courier was called and picked up the sample for rush turnaround to expedite the transport and disposal of the stockpiled material. Subsequent to removal of the UIC structure and impacted soils, representative endpoint soil samples were collected from all excavation sidewalls and the bottom of hole areas. The soil samples were placed in 250-milliliter glass jars and sealed with an aluminum septum. The jars were then agitated to develop organic volatiles and field screened with a photoionization detector (PID) [Photovac 2020, 10.2 eV lamp, calibrated to benzene standard], as per the MA DEP Policy WSC 94-400. Field screening of these confirmatory soil samples noted that none of the sidewall and bottom of hole samples evidenced any total organic volatile (TOV)headspace concentrations with TOVs reported as BDL (<O.1 ppmv). The representative soil samples were also screened in the field with a Dexsil PetroFlag test kit to determine petroleum content of a sample of soil. Results of the PetroFlag screening resulted in the bottom of hole sample (BOH@10') reported at 134 ppm Total Petroleum Hydrocarbons (TPH) and the southern sidewall sample (SW-S: 3-10') reported as 145 ppm TPH. All other samples were reported as below 25 ppm or below the detection limits of the PetroFlag analysis. As a point of reference, the MA DEP RCS-1 concentration for TPH is 200 ppm. All confirmatory soil samples collected during soil removal activities were field preserved for laboratory analyses. Soil samples from each representative sidewall and bottom of hole area and clean overburden soil stockpile sample were submitted to Groundwater Analytical, Inc. of Buzzards Bay, MA, for laboratory analyses on a standard two week turn-around. The bottom of hole soil sample (BOH@10') was sent to the laboratory for extractable petroleum hydrocarbon (EPH) with target PAHs via MADEP methodology, volatile organic compounds via EPA Method 8260 and RCRA-8 metals analysis. The southern sidewall sample was sent to the laboratory for EPH and metals analysis, the clean over burden soil sample was sent for total petroleum hydrocarbons (TPH)analysis. The remaining sidewall samples were sent for TPH and metals analysis. Groundwater was not encountered during excavation activities. A total of thirty five (35) cubic yards of impacted soils were segregated and stockpiled at the site in three roll-off containers covered with poly sheeting and sampled for lead TCLP as analysis as required by the disposal facility. The final dimensions of the excavation were eighteen (18) feet long by sixteen (16) feet wide by ten(10)feet deep. Laboratory results for the Lead TCLP stockpile composite were received on March 3, 2008. The results reported the Lead TCLP concentration at 1.5 ppm, as within the facility I MARCH 20,2008 N/F CORSON CADILLAC JEEP/B008-4847 PAGE 5 OF 6 UIC CLOSURE DOCUMENTATION/LIMITED REMOVAL ACTION COMPLETION acceptance criteria ranges for the Aggregate Industries South Dennis facility. The stockpiled material was transported off-Site on March 5, 2008, by Robert Childs Inc. personnel, under an approved Bill of Lading to Aggregate Industries South Dennis asphalt batching plant for licensed recycling. BEA received the remedial performance laboratory analytical results on March 14, 2008. The pertinent laboratories Certificates of Analyses are attached to this report. Laboratory analytical results of bottom-of-hole sample reported all VOC concentrations as below reporting limits or `BRL" wherein the reporting limits concentrations were significantly less than the applicable RCS-1 Reportable Concentration. Trace concentrations of EPH fractional C19 to C36 aliphatics were detected in the samples from the bottom of hole sample (43 ppm) and the southern sidewall sample (39 ppm). Concentrations of all metals analysis and TPH in all other samples were reported as BRL. Please note that the `BRL" refers to the detection capability of the analytical equipment and not to a regulatory threshold:i Laboratory analysis of end point soil samples, as `BRL" are consistent with naturally occurring background conditions. In summary, laboratory analytical results had demonstrated that all significant soil impact as likely the result of the historic overfilling of the former MDC trap to the overflow leach pit had been effectively removed as supporting project closure in accordance with the Limited Removal Action provisions of 310 CMR 40.0318. The significance of these results is fiuther discussed in the following Risk Characterization section of this report. RISK CHARACTERIZATION Soil As previously represented, the RCS-1 Reportable Concentration soil category was considered in review of LRA performance standards, in accordance with the provisions of 310 CMR 40.0318. These criteria are generally consistent with the most stringent S-1 (GW-1), Method 1 - Risk Characterization thresholds. Laboratory analytical results of sidewall and bottom-of-hole samples collected at the extent of the excavation reported confirmatory, in situ concentrations of EPH with PAHs, TPH, RCRA-8 metals and VOCs as BRL or significantly below the applicable RCS-1 Reportable Concentrations. As such, the laboratory analytical data from the end point samples collected have demonstrated that all significant soil contamination, has been effectively removed as mitigating all potential exposure risks via the Limited Removal Action. ` Groundwater Groundwater impact was not considered as part of this project given that groundwater was not observed in the bottom of the excavation (10' bgs) and the extent of impact was defined at 10' bgs with background conditions (non detect), or trace concentrations significantly below RCS-1 Reportable Concentrations, reported along the confirmatory bottom-of-hole and sidewall samples, wherein the reporting limit concentrations of the analyses were significantly less than the applicable RCS-1 Reportable Concentrations, and the most stringent S-1/GW-1 Method 1 — Risk Characterization standards as a measure of potential leaching of contaminants to groundwater. In addition, site-specific depth to groundwater is measured at 27'bgs in the area of excavation. As such, the reported laboratory analytical results of the bottom-of-hole and c� MARCH 20,2008 N/F CORSON CADILLAC JEEP/B008-4847 PAGE 6 OF 6 UST CLOSURE DOCUMENTATION/LIMITED REMOVAL ACTION COMPLETION sidewall samples and the fact that the extent of impact was defined as 17' above the groundwater interface, support the efficacy and completion of the Limited Removal Action. CONCLUSIONS The Limited Removal Action completed at the Corson Cadillac Jeep property is represented by the excavation and recycling of some 35 cubic yards of contaminated soil from surrounding and beneath the former UIC structure. Field PID and PetroFlag screening and laboratory analysis were used to qualify the limit of the area of significant soil impact and the effectiveness of the remedial response actions as consistent with 310 CMR 40.0318. Based on laboratory analysis of end-point soil samples, a condition of "No Significant Risk" has been .� established for all discrete sidewall and bottom-of-hole areas:.1 This information was applied to the most restrictive RCS-1 Reportable Concentrations as technical justification for the efficacy of the LRA Completion to support project closure and document regulatory compliance,wherein no Release Notification or Remedial Response liabilities are present under the provisions of 310 CMR 40.0000 as based upon the available data and regulations in effect at the time of this reporting. The findings of this investigation, as represented herein, document regulatory compliance with governing regulations and set forth the rationale and technical justifications for project closure, as established by the LRA Completion Statement specific to the area of investigation as noted on the Site Plan in Appendix A. You are required under the provisions of 310 CMR 40.0318(7) to maintain a copy of this UIC Closure Documentation and Limited Removal Action Completion Statement for a minimum period of five (5) years. These records are archived in your folder at our offices but you should retain a separate copy for your records. Should you have any questions or need additional information, please contact me at your convenience. Respectfully Yours, BE TT ENVIRONMENTAL ASSOCIATES, INC. I f 1 Jo D. ad a-Wiel ,ES *1 . LSP P oject Manager Encl. Site Plan—"UIC Closure/LRA Completion Statement"by BEA, Inc. (3/21/08) Environmental Permits: -UIC Class V Well Post-closure notification submittal -Aggregate Industries Soil Recycling Submittal/MA DEP Bill of Lading Laboratory Analytical Reports: Groundwater Analytical Laboratory (3/14/07 cc: Lieutenant Hubler-Hyannis Fire Department(Narrative,title page, site plan only) Thomas McKean-Barnstable Board of Health(Narrative,title page, site plan only) John Klimm-Barnstable Town Manager(Narrative,title page, site plan only) �I �L March 25, 2008 'a GATE David C. Bennett INDUSTRIES Bennett Environmental Assoc., Inc. P.O. Box 1667 Brewster, MA 02631 Re: Soil, Corson Cadillac Jeep 1040 Iyannough Rd. Hyannis, MA Release Tracking#: LRA Recyclable soil from the above referenced address was received at our facility on March 5, 2008. Attached are the shipper's log of soil receipts, which totals 52.20 tons, along with the Bill of Lading and other receipt documentation. We will issue a"Certificate of Recycling"upon request after processing. Thank you for recycling soil at our So. Dennis facility. Yours truly, William R. Rei ar t Manager, Soil Division AGGREGATE INDUSTRIES NORTHEAST REGION 1101 Turnpike Street Stoughton,MA 02072 Telephone (781)344-1100 Facsimile (781)341-5523 www.agg regate-us.com An Equal Opportunity Employer An AGGREGATE INDUSTRIES company r� Massachusetts Department of Environmental Protection BWSC-012A 2 0 a a�w Bureau of Waste Site Cleanup Release Tracking Number* BILL OF LADING (pursuant to 310 CMR 40.0030) El _ LRA A. LOCATION OF SITE OR DISPOSAL SITE WHERE REMEDIATION WASTE WAS GENERATED: Release Name(optional): Corson Cadillac Jeep Street: 1040 Iyannough Rd. Location Aid: Assessors Map 294 Parcel 002 City/Town: Hyannis ZIP Code: 02601 Date/Period of Generation: 2/2 8/0 8 to: Additional Release Tracking Numbers Associated with this Bill of Lading: *Note: If this Bill of Lading is the result of a Limited Removal Action(LRA) taken prior to Notification, a Release Tracking Number is not needed. B. PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: Name of Organization: Everett H. Corson, Inc. NameofContact: R. Kent Corson, Jr. Title: General Manager Street: 1040 Iyannough Road City/Town: Hyannis State: MA ZIP Code: 02601 Telephone: (508) 776-4496 Ext.: C. RELATIONSHIP TO RELEASE OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: © RP or PRP Specify: © Owner ❑ Operator Generator ❑ Transporter Other RP or PRP: ❑ Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ❑ Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) Other Person: If an owner and/or operator is not conducting the response action associated with the Bill of Lading,provide on an attachment the name, contact person,address and telephone number,including any area code and extension,for each,if known. D. TRANSPORTER OR COMMON CARRIER INFORMATION: Transporter/Common Carrier Name: Robert Childs Inc. Contact Person: Chuck Childs Title: General Manager Street: 169 Great Western Road City/Town: South Dennis State: MA ZIP Code: 02660 Telephone: (508) 398-2556 Ext.: E. RECEIVING FACILITYITEMPORARY STORAGE LOCATION: Operator/Facility Name: Aggregate Industries Contact Person: William Reinhardt Title: GM of Environmental Safety Street: 230 Great Western Road State:ate: South Dennis MA ZIP Code: 02660 Telephone: 7 81-3 41-5 5 0 0 Ext.: , Type of Facility: Asphalt Batch/Cold Mix Landfill/Disposal Incinerator Temporary Storage (check one) Asphalt Batch/Hot Mix Landfill/Daily Cover � Other: Thermal Processing Landfill/Structural Fill MAD985286384 EPA Identification#: Division of Hazardous Waste/Class A Permit#: Division of Solid Waste Management Permit#: S-01-02 7 Actual/Anticipated Period of Temporary Storage(specify dates if applicable): to: Reason for Temporary Storage: Revised 10/3/94 Page 1 of 3 i Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup Release Tracking Number* BILL OF LADING (pursuant to 310 CMR 40.0030) _ L>zA E. RECEIVING FACILITYITEMPORARY STORAGE LOCATION(continued): Temporary Storage Address: Street: City/Town: State: ZIP Code: F. DESCRIPTION OF REMEDIATION WASTE: (check all that apply) ✓0 Contaminated Media(check all that apply): Soil O Groundwater O Surface Water O Other: Contaminated Debris(check all that apply): O Vegetation or Organic Debris n Demolition/Construction Waste OInorganic Absorbant Materials O Other: ❑ Non-hazardous Uncontainerized Waste(check all that apply): O Non-aqueous Phase Liquid O Other: Non-hazardous Containerized Waste(check all that apply): O Tank Bottoms/Sludges O Containers Drums OEngineered Impoundments 0 Other: Type of Contamination(check all that apply): Gasoline Diesel Fuel #2 Oil #4 Oil #6 Oil © Waste Oil 11 Kerosene ElJet Fuel Fl Other: Estimated Volume of Materials: Cubic Yards: 20 Tons: Other: Contaminant Source(check one/specify): Transportation Accident ❑ Underground Storage Tank Z✓ Other: u.L%- L;luSuiC Response Action Associated with Bill of Lading(check one): Immediate Response Action 11 Release Abatement Measure El Utility-Related Abatement Measure ❑✓ Limited Removal Action Comprehensive Response Action 0 Other Remediation Waste Charcterization Support Documentation attached: aSite History Information ❑✓ Sampling and Analytical Methods and Procedures [?] Laboratory Data Z Field Screening Data If supporting documentation is not appended,provide an attachment stating thedate and in connection with what document such information was previously submitted to DEP. G. LICENSED SITE PROFESSIONAL(LSP)OPINION: Name of Organization: Bennett Environmental Associates, Inc. LSP Name: David C. Bennett Title: President Telephone: (508) 896-1706 Ext.: I attest under the pains and penalties of perjury that I have personally examired and am familiar with this submittal,including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of (i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 4.02(2)and(3),and (iii)the provisions of 309 CMR 4.03(5), to the best of my knowledge,information and belief,the assessment actions undertaken to characterize the Remediation Waste which is(are)the subject of this submittal for acceptance at the facility identified in this sulmittal comply with the,,V a s1e.p�Qvisions of 310 CMR 40.0000,and such facility is permitted a pt Remediati Waste having the characteristics described in this ` � wre that significant penalties may result, including, but not mited t ss' e ' es d imprisonment,if I submit inbrmation whic lei o be fa �106curate or materially incomplete. 5 G-. a LSP Signature: Seal: chi ;�h(£' £ r No.43303 max; Date: �0 ,� ��,r<. 9. 4303 " •S17'E PR� License Number: Revised 10/3/94 Page 2 of 3 i a Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup Release Tracking Number" - BILL OF LADING (pursuant to 310 CMR 40.0030) El _ LRA H. CERTIFICATION OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: I certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this certification,and that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained herein is,to the best of my knowledge and belief,true,accurate and complete. I am aware that there are significant penalties,including,but not limited to,possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. 1,. Signature: Date: Z Name of Person(print): R. Kent Corson, Jr. Revised 10/3194 Page 3 of 3 4 I i 1 Massachusetts Department of Environmental Protection BWSC-012B Bureau of Waste Site Cleanup BILL OF LADING (pursuant to 310 CMR 40.0030) Release Tracking Number SUMMARY SHEET O I. L D INFORMATION: Si ati of Transporter Representative: ReceT— rimecility/Temp:��,-,-.--,�,presentative:torage R Loa 1: �I / Date Shipment:ment: I P of Shipment: �S Z , , I Date of R cei Time of Receipt: L4'nnn ❑ PM —41-51D ���� "AM ❑ PM Tru ractor Registration: Trailer Registration(if any): I ` J`1 N•�4 ; 7�311- Load Size(cu.yds./tons): S 5 Q Loa 2' Signatiure of TranspP Ret esentative: i Receivin�f acili /T ary Storage Representative: Date of Shipment: Time of Shipment: i Date of Receipt• Time of Receipt: � 'yS �M El Pm 3�s1(18' �� ❑ AM ❑ PM i Truck/Tractor Registration: Trailer Registration(if any): I �/��J�� CoAiZ ((ctkd Jtor�: I D Load 3: Signatiure of Transporter Ft esentative: i �Re/c�eiiviVcilil rre air,Storage Representative: Date ol Shipment: Time of Shipment: i c J AM PM i Date of Receipt: cryy Time of Receipt: PM Truc actor Registration: Trailer Registration(If any): -S u �(,, ��/,j Load Size(cu.Cy[d/s. njs Load : Signatiure of Transporter Representative: I / `g iy I Receiving Facility/Temporary Storage Representative: I Date o hipment: Time of Shipment: ❑ AM ❑ PM i Date of Receipt: Time of Receipt: ❑AM ❑ PM i Tru ctor Registration: Trailer Registration(if any): I I Load Size(cu.yds./tons): Load, Signatiure of Transporter Representative: i Receiving Facilityrremporary Storage Representative: Date of5hipment: Time of Shipment: i Date of Receipt: Time of Receipt: ❑ ❑AM PM ❑ AM ❑ PM I I Truc factor Registration: Trailer Registration(if any): I i Load Size(cu.yds./tons): I i Load k Signatiure of Transporter Representative: I Receiving Faciiityrremporary Storage Representative: I I Date ofShipment: Time of Shipment: Date of Receipt: Time of Receipt: ❑ AM ❑ PM I AM ❑ PM Truck/T ctor Registration: Trailer Registration(if any): I I Load Size(cu.yds./tons): I J. LO SHEET VOLUME INFORMATION: Total Volume Recorded This Page(cu.yds./tons) Total Carried Forward(cu.yds./tons): Total Carried Forward and This Page(cu.yds.Aons): Revised 1013/94 Page 1 of 1 Massachusetts Department of Environmental Protection BWSC-012C Bureau of Waste Site Cleanup BILL OF LADING(pursuant to 310 CMR 40.0030) Release Tracking Number SUMMARY SHEET OF K. SUMMARY OF SHIPMENTS: Daily Volume Shipped Number of Loads Shipped: (cu.yds./tons): Date of Shipment: Date of Receipt: d Summary Sheet Total Shipped: �-- - -22 D.--- Bill of Lading Total Shipped (only if different): Revised 1013/94 Page 1 of 2 P i Massachusetts Department of Environmental Protection BWSC-012C Bureau of Waste Site Cleanup BILL OF LADING(pursuant to 310 CMR 40.0030 Release Tracking Number 1 SUMMARY SHEET L ONLY COMPLETE ONE COPY OF THIS PAGE AND ATTACH TO THE FINAL COPY OF THE SUMMARY SHEET. L. ACKNOWLEDGMENT OF RECEIPT OF REMEDIATION WASTE AT RECEIVING FACILITY OR TEMPORARY STORAGE: Receiving Facility/Temporary Storage Representative(print): William R. Reinhardt Title: Manager of _ V Signature: Date: M. ACKNOWLEDGMENT OF SHIPMENT AND RECEIPT OF REMEDIATION WASTE BY PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: I certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompan ing this certification,and that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information nta din herein is,to the best of my knowledge and belief,true,accurate and complete, I am aware that there are significant penalties,including, ut not it ible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. Signature: d�J� Date: Name of Person(print): David C. Bennett , President BENNETT ENVIRONMENTAL ASSOC. FOR Corson Cadillac Jeep Revised 10/3/94 Page 2 of 2 SOIL RECYCLING; SUBMITTAL Revised 3/12/99 AGGREGATE INDUSTRIES i vfor) Q t 1101 Turnpike Street,Stoughton, MA 02072 Tel: (781) 341-5500 Fax:(781)341-2440 Site Information: NAME Corson Cadillac Jeep CONTACT Kent Corson STREET 1040 lyannough Road PHONE bUd-f tb-;3tiUU CITY/TOWN Hyannis STATE/ZIP MA02601 Generator Information: NAME Everett H. Corson, Inc. CONTACT Kent Corson STREET 1040 lyannough Road PHONE bUd-tttj-449(i CITY/TOWN Hyannis STATE/ZIP MA02601 Consultant Information: NAME Bennett Environmental Associates, Inc. CONTACT John D.Tadema-Wielandt STREET 1573 Main St./P.O. Box 1743 PHONE bW8-139b-1 tUb CITY/TOWN Brewster STATE/ZIP MA02631 Estimated Soil Quantity: TONS 30 CUBIC YARDS 20 Soil Contaminants (gasoline,diesel fuel,motor oil,etc.) Waste oil Analyses Performed (check all that apply) TPH As I� ����- 77 PH Reactivity(S,CN) � In PCBs Flash 0 Cr Pb TCLP(metals)if required vocs Cd 0 Flg based on total levels other MAll the above tests Laboratory analytical Screening Data were performed data attached Attached Instrument Used and Constituents Found HnU DL-102 PID Environmental Services.Revised 3112/99. page 1 of 3 t Description / Source of Release: UST DATE OF RELEASE Historic OTHER,DESCRIBE overflow pit from former MDC trap Soil Description PHYSICAL DESCRIPTION(SAND,GRAVEL,SILT,ETC.) sand CLASSIFICATION METHOD USC$ Check if the following materials are present(check all that apply) ❑CLAY CONSTRUCTION DEBRIS OTHER DELETERIOUS MATERIALS(PLEASE LIST) EDCOAL VEGITATIVE MATTER E3ASH Soil Characterization Methodology Sampling Method EDGRAB ED SAMPLES El (E GBIAS HEA SPACE SCREENED,VISUALLY CONTAMINATED) CONSTITUTES OF CONCERN Petroleum, Heavy metals Site History CHECK IF EXTRA SHEETS ATTACHED CURRENT USE Automobile Dealership PAST USE UndevelolDed I,the generator, having used due diligence determined that there is no reason to suspect or believe that the petroleum contaminated soil has been impacted by any releases of oil or hazardous materials other than that of the known source or I have identified the additional oil and hazardous materials that are suspected or known to be present in the soil, in addition to those associated with the known release, including any anthropogenic contaminants. I,the generator,realize that due diligence shall consisit of a search of information and records reasonably available to the generator of the contaminated soil and sufficient to make the determination.Such records and information may include, but are not limmited to,those of the generator,location of generation(i.e.facility if not the generator),the Department's Bureau of Waste Site Cleanup and the municipality(i.e.Board of Health,Fire Department)within which the site is located. All samples for VoC analysis were collected according to DEP policy#99-415. SIGNATURE OF GENERATOR DATE GENERATOR-PRINTED NAME R. Kent Corson, Jr. AGGREGATE Environmental Services.Revised 3112199. page 2 of 3 �auunaies 'i A site diagram is required indicating any major structures or roads,excavation areas and stockpile locations. All sampling locations must be noted. 21■CHECK IF DIAGRAM ATTACHED Site Diagram NAME OF INDIVIDUAL PREPARING DIAGRAM: w AGGREGATE Environmental Services(STES/900)12/3/97.Revised 3/12/99. page 3 of 3 INDUSTRIES South Wlnd Plaza Hyannis, ` Festival Plaza I GROUNDWATER WELL GAUGING REFERENCE LOCUS tvtA I DAME:12121V07 TIME:IMe TIDE: A: LOCUS: Plan Entitled:l C"Site Plan"Prepared by Thomas Joy / #10401 annou h Road wei.c T.O.C. D.T.W. S.W.L. PLOW vEcroa W Y 9 for e Williams Company,Inc.,Dated 4/30/76 1 Frlendly'S \) MW-1 48.71 27.33 21.36 94" Plan Entitled:"Floor Plan&Elevations'Prepared by Thomas Joy Restaurant / MW-2 48.17 26.85 21.32 S 86"E for the Williams Company,Inc„Dated 6 ,3 MW-7 49.26 27.80 21.46 Town ofHmnsmble Assessor's Map 294,Parcel erce12 � �e 20 l� Hyannis I KEY MAP a€ Toyota LEGEND / Commercial �Gh — ** Test Pit �OnO I A, Most Baring 1 'll N BMW Monitor Well N ® Catch Basin 0 Ra Utility Pole I ' Cape Crossroads /PO/I m J Xt Fl—,.i. \ Condominmms Vr —W— Water Line —O— Gas Li —5 ewer Li— Sne 7 l� Do 1 ABUTTERS `\/ Vacant O 200 400 GOO si SCALE 1-20a CD w w—w—w—w—w- -w—w—� c c—c—c®c—O—er--c—c \ IPormn GasMu I f!r _ � 1� ^Dnpcper Ip 163/ I 7 CB CT3o L WnehBays w _. Memaiune Abovo- aameae W H H H tt H ..._...... FPlaza al 4„ CB :Showroom Parts Storage °ovr(�I Service Cape Crossroads E )X Ti )X`Pioor Drain(LyP) Residential Condommums ) � � Offices ua nyPl�'W � � Xt � H H W Q Ac ill r vnee eanareLe c� TP z...+.,_. OQ iTl 1,000 Gal.,r,(Tank{ 'HfO" rT'r Parmer le JA rrt(ComeRed s--5 to 5to,—.-leas RL) (� ® Gnt it—s, J\J �76 i/MW-i ter Se aratw O " B6'i [naorg W<raav 2 CB lead PR T&2IMW.2 Ac D CB South Wind \ Hyannis Toyota Plaza Sales 4 Service PrOfeCt JACK CARTER Hyannis Toyota,10201yammigh Road,Hyannis,MA Title: PHASE II ENVIRONMENTAL SITE ASSESSMENT Co..Cadillac,1040 Iymmough Road,Hyannis,MA BENNETT&OIREILLY,INC. PLAN ENGINEERING,ENVIRONMENTAL,&SURVEYING SERVICES O 40 80 120 1573 MAIN STREET,P.O.BOX 1667 RREWSTER,MA 02361 SCALE I°=4a PHON&(30.)W-30 PAX:Dmna9L irr DATE SCALE RY CDCB JOR NIIhD38R DRAWNG:...t20050rs,.gsR4 PMVIRONMENTAL1Caku.Carpa Cad,11,ciD24XMAil.dwg 01/02/08 As Noted JTW�f DCB BQ07�8R24 I 1C40 Iyamougx Road-Hyannis.MA 1'40033%7OgY13" l ff33 70'171 " Or tt Q' 7L v ,h heater s °� � f� fir► � �. • •• s � i ., .: V- A. �. .►r �• .LOGU5 � .a � �. ,� •`,.- • � +.��� it r �'• •� .s' .-���d 1'��:a�1�, , • �� ..�y, I q • a lO ` F39131 70'1'9'Il3"Z�D83 4199131 70'1T14" \ - 1/2 1 MILE 0 - -' 1 00 2000 3000 4000 FEET � 1000 0 1 Printed frOM TOPO!C-1999 WHdfIDWIr Productions(,,nx -.to o.cum) FIGURE 1: The property at 1040 Iyannough Road is located along the north side of Iyannough Road (Route 132) in the Barnstable village of Hyannis, MA. The immediately surrounding area is characterized as highly developed with commercial-use properties along Route 132 including Hyannis Toyota, which conducts automotive sales and service on the easterly abutting property and an upgradient Texaco gas station. GROUNDWATER Groundwater Analytical,Inc. P.O.Box 1200 ANALYTICAL 228 Main Street Buzzards Bay,MA 02532 Telephone(508)759-4441 FAX(508)759-4475 www.groundwateranalytical.com March 14, 2008 Mr. David Bennett Bennett Environmental Associates, Inc. P.O. Box 1743 Brewster, MA 02631 LABORATORY REPORT Project: Corson Cadillac/BO08-4847 Lab ID: 115273 Received: 02-29-08 Dear Dave: Enclosed are the analytical results for the above referenced project. The project was processed for Standard turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a sample receipt report detailing the samples received, a project narrative indicating project changes and non-conformances, a quality control report, and a statement of our state certifications. The analytical results contained in this report meet all applicable NELAC or NVLAP standards, except as may be specifically noted, or described in the project narrative. The analytical results relate only to the samples received. This report may only be used or reproduced in its entirety. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, Eric H.Je sen Operatio s Ma ager EHJ/elm Enclosures IPage 1 of 32 F t GROUNDWATER ANALYTICAL Sample Receipt Report Project: Corson Cadillac/13008-4847 Delivery: GWA Courier Temperature: 2.0°C Client: Bennett Environmental Associates, Inc. Airbill: n/a Chain of Custody: Present Lab ID: 115273 Lab Receipt: 02-29-08 Custody Seal(s): n/a Lab ID Field ID Matrix Sampled Method Notes 115273-1 BOH @ lo'bgs Soil 2/28/08 11:30 EPA 8260E TCL Volatile Organics Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C1005402 40 mL VOA Vial Praline BX28374 NaHSO4 R-5246A 12-04-07 n/a C1005401 40 mL VOA Vial Praline BX28374 NaHSO4 R-5246A 12-04-07 n/a C1005400 40 mL VOA Vial Praline BX28374 NaH504 R-5246A 12-04-07 n/a C1009305 40 mL VOA Vial Praline BX29134 Methanol R-5518H 12-04-07 n/a Lab ID Field ID Matrix Sampled Method Notes 115273-2 BOH @ 10'bgs Soil 2/28/08 11:30 EPA 601013/7471A 8 RCRA Metals MA DEP EPH with PAHs Con ID Container Vendor QC Lot Presery QC Lot I Prep Ship C922670 250 mL Amber Glassl Praline BX28106 None n/a I n/a 09-07-07 Lab ID Field ID Matrix Sampled Method Notes 115273-3 SW-S:3-10'bgs Soil 2/28/08 11:30 EPA 601013/7471A 8 RCRA Metals MA DEP EPH with PAHs Con ID Container Vendor QC Lot Presery QC Lot I Prep Ship C922667 250 mL Amber Glassl Praline BX28106 None n/a I n/a 09-07-07 Lab ID Field ID Matrix Sampled Method Notes 115273-4 SW-N:3-10'bgs Soil 2/28108 11:30 EPA 601013/7471A 8 RCRA Metals TPH by GC ASTM D3328-00 Mod Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C922669 250 mL Amber Glass Praline SX28106 None n/a n/a 09-07-07 Lab ID Field ID Matrix Sampled.: Method Notes 115273-5 SW-E:3-10'bgs Soil 2/28108 11:30 EPA 6010B/7471A 8 RCRA Metals TPH by GC ASTM D3328-00 Mod Con ID Container Vendor QC Lot Presery QC Lot I Prep Ship C922666 250 mL Amber Glass Praline BX28106 None n/a I n/a 09-07-07 Lab ID Field ID Matrix Sampled Method Notes 115273-6 SW-W:3-10'bgs Soil 2/28/08 11:30 EPA 601013/7471A 8 RCRA Metals TPH by GC ASTM D3328-00 Mod Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C922663 250 mL Amber G lass Praline BX28106 None n/a n/a 09-07-07 Lab ID Field ID Matrix Sampled Method Notes 115273-7 Clean Overburden Soil 2/28/08 9:00 TPH by GC ASTM D3328-00 Mad Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C922664 250ml-AmberGlassl Praline BX28106 None n/a n/a 09-07-07 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 Page 2 of 32 GROUNDWATER ANALYTICAL Data Certification Project: Corson Cadillac/BO08-4847 Lab ID: 115273 Client: Bennett Environmental Associates,Inc. Received: 02-29-08 17:30 MA DEP:Compendium"of'Analytical Methods Project Location: n/a MA DEP RTN: n/a This Form provides certifications for the following data set: EPA 8260B: 115273-1 MA DEP EPH: 115273-2,-3 EPA 601OB: 115273-2,-3,-4,-5,6 EPA 7470A/1A: 115273-2,-3,4,5,-6 Sample Matrices: Groundwater ( ) Soil/Sediment (X) Drinking Water ( ) Other ( ) MCP SW-846 8260B (X) 8151A ( ) 8330 ( ) 6010B (X) 7470A/1A (X) Methods Used. 8270C ( ) 8081A ( ) VPH ( ) 6020A ( ) 9012A2 ( ) As specified in MA DEP 8082 ( ) 8021 B ( ) EPH (X) 7000 S3 ( ) Other ( ) Compendium of Analytical t.-List Release Tracking Number(RTN),if.known. Methods. 2.SW-846 Method 9012A(Equivalent to 9014)or MA DEP Physiologically Available Cyanide(PAC)Method (check all that apply) 3.S-SW7846 Methods 7000 Series. List individual method and analyte. An affirmative response to questions A,B,C and D is required for"Presumptive Certainty"status. A. Were all samples received by the laboratory in a condition consistent with that described on the Chain-of-Custody documentation for the data set? Yes B. Were all QA/QC procedures required for the specified analytical method(s) included in this report followed,including the requirement to note and discuss in a narrative QC data that did not meet appropriate performance standards or guidelines? Yes C. Does the analytical data included in this report meet all the requirements for"Presumptive Certainty,"as described in Section 2.0 of the MA DEP document CAM VII A,Quality Assurance and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data? Yes D. VPH and EPH methods only: Was the VPH or EPH method run without S significant modifications,as specified in Section 11.3? Yes A response to questions E and F below is required for"Presumptive Certainty"status. E. Were all QC performance standards and recommendations for the specified methods achieved? No F. Were results for all analyte-list compounds/elements for the specified method(s)reported? No All No answers are addressed in the attached Project Narrative. 1,the undersigned,attest under the pains and penalties of perjury that,based upon my personal inquiry of those responsible for obtaining the information,the material contained in this analytical report is,to the best of my knowledge and belief,accurate and complete. Signature: v Position: Operations Manager Printed Name: Eric H. Date: 03-14-08 ' I Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532page 3 of 32 GROUNDWATER ANALYTICAL EPA Method 8260B TCL Volatile Organics by GUMS Field ID: BOH®10'bgs Matrix: Soil Project: Corson Cadillac/60084847 Container: 40 mL VOA Vial Client: Bennett Environmental Associates,Inc. Preservation: NaHSO4/Cool Laboratory ID: 115273-1 QC Batch ID: VM1-2390-S Sampled: 02-28-0811:30 InstrumentID: MS-1 HP5890 Received: 02-29-08 17:30 Sample Weight: 3.9 g Analyzed: 03-03-08 14:32 %Solids: 94 Analyst: LMG Dilution Factor: 1 CAS Number Analyte Concentration Notes Units Reporting Limit 74-87-3 Chloromethane BRL ug/Kg 14 75-01-4 Vinyl Chloride BRL ug/Kg 14 74-83-9 Bromomethane BRL ug/Kg 14 75-00-3 Chloroethane BRL ug/Kg 14 75-354 1,1-Dichloroethene BRL ug/Kg 1 7 67-64-1 Acetone BRL ug/Kg 270 75-15-0 Carbon Disulfide BRL ug/Kg 68 75-09-2 Methylene Chloride BRL ug/Kg 68 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 7 1634-04-4 Methyl tert-butyl Ether(MTBE) BRL ug/Kg 7 75-34-3 1,1-Dichloroethane BRL ug/Kg 7 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 7 78-93-3 2-Butanone(MEK) BRL ug/Kg 68 67-66-3 Chloroform BRL ug/Kg 7 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 7 56-23-5 Carbon Tetrachloride BRL ug/Kg 7 7143-2 Benzene BRL ug/Kg 7 107-06-2 1,2-Dichloroethane BRL ug/Kg 7 79-01-6 Trichloroethene BRL ug/Kg 7 78-87-5 1,2-Dichloropropane BRL ug/Kg 7 75-27-4 Bromodichloromethane BRL ug/Kg 7 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 7 108-10-1 4-Methyl-2-Pentanone(MIBK) BRL ug/Kg 68 108-88-3 Toluene BRL ug/Kg 7 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 7 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 7 127-184 Tetrachloroethene BRL ug/Kg 7 591-78-6 2-Hexanone BRL ug/Kg 68 124-48-1 Dibromochloromethane BRL ug/Kg 7 108-90-7 Chlorobenzene BRL ug/Kg 7 100-41-4 Ethylbenzene BRL ug/Kg 7 108-38-3/106-42-3 meta-Xylene and para-Xylene BRL ug/Kg 7 95-47-6 ortho-Xylene BRL ug/Kg 7 100-42-5 Styrene BRL ug/Kg 7 75-25-2 Bromoform BRL ug/Kg 7 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 7 QC Surrogate Coinpound Spiked Measured Recovery QC Limits Dibromofluoromethane 50 45 89 % 70-130% 1,2-Dichloroethane-d4 50 41 82 % 70-130% Toluene-d8 50 48 97 % 70-130% 4-Bromofluorobenzene 50 53 107 % 70-130% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Sample preparation performed by EPA Method 503013. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 4 of 32 GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: BOH @ 10'bgs Matrix: Soil Project: Corson Cadillac/13008-4847 Container: 250 mL Amber Glass Client: Bennett Environmental Associates,Inc. Preservation: Cool Laboratory ID: 115273-2 QC Batch ID: EP-2747-M Sampled: 02-28-08 11:30 Instrument ID: GC-12 Agilent 6890 Received: 02-29-08 17:30 Sample Weight: 15 g Extracted: 03-03-08 21:30 Final Volume: 1 mL Analyzed(AL): 03-04-08 21:55 %Solids: 94 Analyzed(AR): 03-04-08 22:41 Aliphatic Dilution Factor. 1 Analyst: KMC Aromatic Dilution Factor: 1 EPH Ranges Concentration Notes •Units Reporting Limit n-C9 to n-C18 Aliphatic Hydrocarbons t BRL mg/Kg 32 n-C19 to n-C36 Aliphatic Hydrocarbons t 43 mg/Kg 32 n-C11 to n-C22 Aromatic Hydrocarbons t0 BRL mg/Kg 32 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons t BRL mg/Kg 32 CAS Number Analyte Concentration Notes Units Reporting Limit 91-20-3 Naphthalene BRL mg/Kg 0.53 91-57-6 2-Methyl naphthalene BRL mg/Kg 0.53 85-01-8 Phenanthrene BRL mg/Kg 0.53 83-32-9 Acenaphthene BRL mg/Kg 0.53 208-96-8 Acenaphthylene BRL mg/Kg 0.53 86-73-7 Fluorene BRL mg/Kg 0.53 120-12-7 Anthracene BRL mg/Kg 0.53 206-44-0 Fluoranthene BRL mg/Kg 0.53 129-00-0 Pyrene BRL mg/Kg 0.53 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.53 218-01-9 Chrysene BRL mg/Kg 0.53 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 0.53 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 0.53 50-32-8 Benzo[a]pyrene BRL mg/Kg 0.53 193-39-5 Indeno[1,2,3-c,d]pyrene BRL mg/Kg 0.53 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.53 191-24-2 Benzo[g,h,i]perylene BRL mg/Kg 0.53 QC Surrogate Compound' Spiked' Measured Recovery QC Limits Fractionation: I 2-Fluorobiphenyl 2.8 2.2 79 % 40-140% 2-Bromonaphthalene 2.8 2.3 81 % 40-140% Extraction: Chloro-octadecane 2.8 2.1 76% 40-140% ortho-Terphenyl 2.8 2.5 90 % 40-140% QA/QC Certification 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.1.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(Revision 1.1,2004). Sample extraction performed by microwave accelerated solvent extraction technique. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay,MA 02532 Page 5 of 32 GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: SW-S:3-10'bgs Matrix: Soil Project: Corson Cadillac/BO08-4847 Container: 250 mL Amber Glass Client: Bennett Environmental Associates,Inc. Preservation: Cool Laboratory ID: 115273-3 QC Batch ID: EP-2747-M Sampled: 02-28-08 11:30 Instrument ID: GC-12 Agilent 6890 Received: 02-29-08 17:30 Sample Weight: 16 g Extracted: 03-03-08 21:30 Final Volume: 1 mL Analyzed(AL): 03-04-08 20:32 %Solids: 97 Analyzed(AR): 03-04-08 21:17 Aliphatic Dilution Factor. 1 Analyst: KMC Aromatic Dilution Factor: 1 EPH Ranges - Concentration Notes Units Reporting Limit n-C9 to n-C18 Aliphatic Hydrocarbons t BRL mg/Kg 30 n-Cl9 to n-C36 Aliphatic Hydrocarbons t 39 mg/Kg 30 n-C11 to n-C22 Aromatic Hydrocarbons t0 BRL ing/Kg 30 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons t BRL mg/Kg 30 'CAS Number Analyte Concentration Notes Units Reporting-Limit 91-20-3 Naphthalene BRL ing/Kg 0.50 91-57-6 2-Methyl naphthalene BRL mg/Kg 0.50 85-01-8 Phenanthrene BRL mg/Kg 0.50 83-32-9 Acenaphthene BRL mg/Kg 0.50 208-96-8 Acenaphthylene BRL mg/Kg 1 0.50 86-73-7 Fluorene BRL mg/Kg 0.50 120-12-7 Anthracene BRL mg/Kg 0.50 206-44-0 Fluoranthene BRL mg/Kg 0.50 129-00-0 Pyrene BRL mg/Kg 0.50 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.50 218-01-9 Chrysene BRL mg/Kg 0.50 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 0.50 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 1 0.50 50-32-8 Benzo[a]pyrene BRL mg/Kg 0.50 193-39-5 Indeno[1,2,3-c,d]pyrene BRL mg/Kg 0.50 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.50 191-24-2 Benzo[g,h,i]perylene BRL mg/Kg 0.50 QC Surrogate Compound Spiked Measured Recovery QC Limits Fractionation: 2-Fluorobiphenyl 2.6 2.3 88 % 40-140% 2-Bromonaphthalene 2.6 2.3 88% 40-140% Extraction: Chloro-octadecane 2.6 2.0 75 %, 40-140% ortho-Terphenyl 2.6 2.5 95 %, 40-140% QA/QC Certification 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.1.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(Revision 1.1,2004). Sample extraction performed by microwave accelerated solvent extraction technique. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, .O. Box 1200 228 Main Street Buzzards Ba MA 02532 Grou Y� � Inc.,� � � Y gage 6 of 32 GROUNDWATER ANALYTICAL Trace Metals Field ID: Bolt®10'bgs Matrix: Soil Project: Corson Cadillac/BO08-4847 Container: 250 mL Amber Glass Client: Bennett Environmental Associates,Inc. Preservation: Cool Laboratory ID: 115273-2 Percent Solids: 94 Sampled: 02-28-08 11:3 0 Received: 02-29-08 17:30 Analysis Method QC Batch ID Prep Method Prepared Sample Weight Instrument ID Analyst EPA 6010B1 MB-01392-5 EPA 3050B 03-03-08 08:23 0.514 g ICP-1 PE 3000 MWR EPA 7471 A'' MP-2263-S EPA 7471 A 03-03-08 11:30 0.6 g CVM-1 PE FIMS MFP CAS Number Analyte Concentration Notes Units Reporting Limit DF. Analyzed Method ` 7440-38-2 Arsenic,Total BRL mg/Kg 3.1 1 03-03-08 15:30 EPA 601061 7440-39-3 Barium,Total BRL mg/Kg 21 1 03-03-08 15:30 EPA 6010B1 7440-43-9 Cadmium,Total BRL mg/Kg 0.52 1 03-03-08 15:30 EPA 601oB1 7440-47-3 Chromium,Total BRL mg/Kg 10 1 03-03-08 15:29 EPA 6010B1 7439-92-1 Lead,Total BRL mg/Kg 10 1 03-03-08 15:30 EPA 6010B1 7439-97-6 Mercury,Total BRL mg/Kg 0.017 1 03-03-08 16:32 EPA 7471A2 7782-49-2 Selenium,Total BRL mg/Kg 10 1 03-03-08 15:30 EPA 6010B1 7440-22-4 Silver,Total BRL mg/Kg 5.2 1 03-03-08 15:29 1 EPA 601oB' Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 Page 7 of 32 I GROUNDWATER ANALYTICAL Trace Metals Field ID: SW-S:3-10'bgs Matrix: Soil Project: Corson Cadillac/B008-4847 Container: 250 mL Amber Glass Client: Bennett Environmental Associates,Inc. Preservation: Cool Laboratory ID: 115273-3 Percent Solids: 97 Sampled: 02-28-08 11:30 Received: 02-29-08 17:30 Analysis Method QC Batch ID Pren Method Prepared Sample Weight Instrument ID An I s EPA 601013' MB-01392-S EPA 3050E 03-03-08 08:23 0.501 g CP-1 PE 3000 MWR EPA 7471A' MP-2263-S EPA 7471A 03-03-08 11:30 0.6 g CVM-1 PEFIMS MFP CAS Number Analyte Concentration Notes Units Reporting Limit DP Analyzed Method 7440-38-2 Arsenic,Total BRL mg/Kg 3.1 1 03-03-08 15:41 EPA 6010B' 7440-39-3 Barium,Total BRL mg/Kg 21 1 03-03-08 15:41 EPA6010B' 744043-9 Cadmium,Total BRL mg/Kg 0.51 1 03-03-08 15:41 EPA 6010B' 7440-47-3 Chromium,Total BRL mg/Kg 10 1 03-03-08 15:41 EPA 601013' 7439-92-1 Lead,Total BRL mg/Kg 10 1 03-03-08 15:41 EPA 60108' 7439-97-6 Mercury,Total BRL mg/Kg 0.017 1 03-03-08 16:41 EPA 7471A' 778249-2 Selenium,Total BRL mg/Kg 10 1 03-03-08 15:41 EPA 601013' 7440-224 Silver,Total BRL mg/Kg 5.1 1 03-03-08 15:41 EPA 60106' Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 8 of 32 GROUNDWATER ANALYTICAL Trace Metals Field ID: SW-N:3-10'bgs Matrix: Soil Project: Corson Cadillac/13008-4847 Container: 250 mL Amber Glass Client: Bennett Environmental Associates,Inc. Preservation: Cool Laboratory ID: 115273-4 Percent Solids: 95 Sampled: 02-28-08 11:30 Received: 02-29-08 17:30 Analysis Method Qc Batch ID Prep Method Prenared Sample Weight Instrument ID Analyst EPA 601013' MB-01392-S EPA 3050E 03-03-08 08:23 0.514 g U-1 PE 3000 MWR EPA 7471A' MP-2263-S EPA 7471A 03-03-08 11:30 0.6 g CVN1-1 PE FIMS MFP CAS Number Analyte Concentration Notes . Units Reporting Limit DF Analyzed Method 7440-38-2 Arsenic,Total BRL mg/Kg 3.1 1 03-03-08 15:45 EPA 60106' 7440-39-3 Barium,Total BRL mg/Kg 20 1 03-03-08 15:45 EPA 6010B' 7440-43-9 Cadmium,Total BRL mg/Kg 0.51 1 03-03-08 15:45 EPA601OB' 7440-47-3 Chromium,Total BRL mg/Kg 10 1 03-03-08 15:44 EPA 60106' 7439-92-1 Lead,Total BRL mg/Kg 10 1 03-03-08 15:45 EPA 6010B' 7439-97-6 1 Mercury,Total BRL mg/Kg 0.018 1 03-03-0816:45 EPA 7471A2 7782-49-2 Selenium,Total BRL mg/Kg 10 1 03-03-08 15:45 EPA 6010B' 7440-22-4 Silver,Total BRL mg/Kg 5.1 1 03-03-08 15:44 EPA 60108' Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 9 of 32 f GROUNDWATER ANALYTICAL Trace Metals Field ID: SW-E:3-10'bgs Matrix: Soil Project: Corson Cadillac/BO08-4847 Container: 250 mL Amber Glass Client: Bennett Environmental Associates,Inc. Preservation: Cool Laboratory ID: 115273-5 Percent Solids: 95 Sampled: 02-28-08 11:30 Received: 02-29-08 17:30 Analysis Method QC Batch ID Prep Method Prenared Sample Weight Instrument ID Analyst EPA 601013' MB-01392-S EPA 3050E 03-03-08 08:23 0.52 g ICP-1 PE 3000 MWR EPA 7471A' MP-2263-S EPA 7471A 03-03-08 11:30 0.6 g CVAA-1 PEFIMS MFP CAS Number Analyte Concentration Notes Units Reporting Limit DF Analyzed Method 7440-38-2 Arsenic,Total BRL mg/Kg 3.0 1 I 03-03-08 15:48 EPA 6010B' 7440-39-3 Barium,Total BRL mg/Kg 20 1 03-03-08 15:48 EPA 6010B' 7440-43-9 Cadmium,Total BRL mg/Kg 0.5 1 03-03-08 15:48 EPA 601013' 7440-47-3 Chromium,Total BRL mg/Kg 10 1 03-03-08 15:48 EPA 60106' 7439-92-1 Lead,Total BRL mg/Kg 1 10 1 03-03-08 15:48 EPA 601oB' 7439-97-6 Mercury,Total BRL mg/Kg 0.017 1 03-03-08 16:48 EPA 7471A' 7782-49-2 Selenium,Total BRL mg/Kg 10 1 03-03-08 15:48 EPA 60106' 7440-22-4 Silver,Total BRL mg/Kg 5.0 1 03-03-08 15:48 EPA 601013' Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. i Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532page 10 of 32 I_ GROUNDWATER ANALYTICAL Trace Metals Field ID: SW-W:3-10'bgs Matrix: Soil Project: Corson Cadillac/BO084847 Container: 250 mL Amber Glass Client: Bennett Environmental Associates,Inc. Preservation: Cool Laboratory ID: 115273-6 Percent Solids: 95 Sampled: 02-28-08 11:30 Received: 02-29-08 17:30 Analysis Method QC Batch ID Prep Method Prenared Sample Weight Instrument ID Analyst EPA 60106' MB-01392-S EPA 3050E 03-03-08 08:23 0.496 g ICP-1 PE 3000 MWR EPA 7471A2 MP-2263-S EPA 7471A 03-03-08 11:30 0.6 g NM-1 PEFIMS MFP CAS Number Analyte Concentration Notes Units Reporting limit DF Analyzed Method 7440-38-2 Arsenic,Total BRL mg/Kg 3.2 1 I 03-03-08 15:51 EPA 60106' 7440-39-3 Barium,Total BRL mg/Kg 21 1 03-03-0815:51 EPA 601oB' 7440-43-9 Cadmium,Total BRL mg/Kg 0.53 1 03-03-08 15:51 EPA 60106' 7440-47-3 Chromium,Total BRL mg/Kg 11 1 03-03-08 15:51 EPA 601oB' 7439-92-1 Lead,Total BRL mg/Kg 11 1 03-03-08 15:51 EPA 601oB' 7439-97-6 Mercury,Total BRL mg/Kg 0.017 1 03-03-08 16:51 EPA 7471A' 778249-2 Selenium,Total BRL mg/Kg 11 1 03-03-08 15:51 1 EPA 6010B' 7440-22-4 Silver,Total BRL mg/Kg 5.3 1 03-03-08 15:51 EPA 601oB' Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532Page 11 of 32 GROUNDWATER ANALYTICAL ASTM Method D3328-00 (Modified) Hydrocarbon Fingerprint by GC/FID Field ID: SW-N:3-10'bgs Matrix: Soil Project: Corson Cadillac/110084847 Container: 250 mL Amber Glass Client: Bennett Environmental Associates,Inc. Preservation: Cool Laboratory ID: 1152734 QC Batch ID: HF-2791-M Sampled: 02-28-08 11:30 Instrument ID: GC4 HP 5890 Received: 02-29-08 17:30 Sample Weight: 16 g Extracted: 02-29-08 23:30 Final Volume: 1 mL Analyzed: 03-01-08 16:54 Dilution Factor: 1 Analyst: CL %Solids: 95 Qualitative Identification No petroleum product was identified for this sample. Analyte Concentration Notes Units'_ Reporting Limit Total Petroleum Hydrocarbons BRL mg/Kg 60 QC Surrogate Compound Spiked IMeasuredi Recovery QC Limits ortho-Terphenyl 2.6 1 2.1 1 78 % 60-140% Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Annual Book of ASTM Standards,Volume 11.02, American Society for Testing and Materials(2000). Method modified to quantify total petroleum hydrocarbons in the range n-C 9 through n-C 36. Results are quantified on the basis of a series of aromatic and aliphatic hydrocarbons,using 5-alpha-androstane as an internal standard. Sample extraction performed by microwave accelerated solvent technique. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532Page 12 of 32 GROUNDWATER ANALYTICAL ASTM METHOD D3328-00 (Modified) Hydrocarbon Fingerprinting by GC/FID Lab ID: 115273-04 Hydrocarbons Laboratory ,.o 0.8 0.6 0.4 0.2 0.0 0 5 10 15 20 25 30 35 40 45 Retention Time (Minutes) Page 13 of 32 GROUNDWATER ANALYTICAL ASTM Method D3328-00 (Modified) Hydrocarbon Fingerprint by GC/FID Field ID: SW-E:3-10'bgs Matrix: Soil Project: Corson Cadillac/BO08-4847 Container: 250 ml.Amber Glass Client: Bennett Environmental Associates,Inc. Preservation: Cool Laboratory ID: 115273-5 QC Batch ID: HF-2791-M Sampled: 02-28-08 11:30 Instrument ID: GC4 HP 5890 Received: 02-29-08 17:30 Sample Weight: 15 g Extracted: 02-29-08 23:30 Final Volume: 1 mL Analyzed: 03-01-08 23:24 Dilution Factor: 1 Analyst: CL %Solids: 95 Qualitative Identification No petroleum product was identified for this sample. Analyte Concentration' Notes Units Reporting Limit Total Petroleum Hydrocarbons BRL mg/Kg 62 QC Surrogate Compound Spiked Measured Recovery. QC Limits. ortho-Terphenyl 2.8 1 2.1 1 77 % 60-140 Method Reference: Comparison of Waterborne Petroleum oils by Gas Chromatography,Annual Book of ASTM Standards,Volume 11.02, American Society for Testing and Materials(2000). Method modified to quantify total petroleum hydrocarbons in the range n-C 9 through n-C 36. Results are quantified on the basis of a series of aromatic and aliphatic hydrocarbons,using 5-alphaandrostane as an internal standard. Sample extraction performed by microwave accelerated solvent technique. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532Page 14 of 32 GROUNDWATER ANALYTICAL ASTM METHOD D3328-00 (Modified) - Hydrocarbon Fingerprinting by GC/FID Lab ID: 115273-05 Hydrocarbons Laboratory 1.0 0.8 0.6 0.4 0.2 0.0 0 5 10 15 20 25 30 35 40 45 Retention Time (Minutes) Page 15 of 32 a. GROUNDWATER ANALYTICAL ASTM Method D3328-00 (Modified) Hydrocarbon Fingerprint by GC/FID Field ID: SW-W:3-10'bgs Matrix: Soil Project: Corson Cadillac/BO084847 Container: 250 mL Amber Glass Client: Bennett Environmental Associates,Inc. Preservation: Cool Laboratory ID: 115273-6 QC Batch ID: HF-2791-M Sampled: 02-28-08 11:30 Instrument ID: GC4 HP 5890 Received: 02-29-08 17:30 Sample Weight: 15 g Extracted: 02-29-08 23:30 Final Volume: 1 mL Analyzed: 03-02-08 00:19 Dilution Factor: 1 Analyst: CL %Solids: 95 Qualitative Identification - No petroleum product was identified for this sample. Analyte Concentration Notes Units Reporting Limit Total Petroleum Hydrocarbons BRL mg/Kg 62 QC Surrogate Compound I Spiked JMeasuredl Recovery QC Limits ortho-Terphenyl 1 2.8 1 1.9 1 69 % 60-140% Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Annual Book ofASTM Standards,Volume 11.02, American Society for Testing and Materials(2000). Method modified to quantify total petroleum hydrocarbons in the range n-C 9 through n-C 36. Results are quantified on the basis of a series of aromatic and aliphatic hydrocarbons,using 5-alpha-androstane as an internal standard. Sample extraction performed by microwave accelerated solvent technique. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02534)age 16 of 32 i GROUNDWATER ANALYTICAL ASTM METHOD D3328-00 (Modified) Hydrocarbon Fingerprinting by GC/FID Lab ID: 115273-06 Hydrocarbons Laboratory ,.0 o.a 0.s 0.4 0.2 0.0 40 45 0 5 10 15 20 25 30 35 Retention Time (Minutes) i Page 17 of 32 GROUNDWATER ANALYTICAL ASTM Method D3328-00(Modified) Hydrocarbon Fingerprint by GC/FID Field ID: Clean Overburden Matrix: Soil Project: Corson Cadillac/BO084847 Container: 250 mL Amber Glass Client: Bennett Environmental Associates,,lnc. Preservation: Cool Laboratory ID: 115273-7 QC Batch ID: HF-2791-M Sampled: 02-28-08 09:00 Instrument ID: GC4 HP 5890 Received: 02-29-08 17:30 Sample Weight: 15 g Extracted: 02-29-08 23:30 Final Volume: 1 mL Analyzed: 03-02-08 01:14 Dilution Factor: 1 Analyst: CL %Solids: 92 Qualitative Identification No petroleum product was identified for this sample. Analyte Concentration Notes units Reporting Limit Total Petroleurn Hydrocarbons BRL mg/Kg 64 QC Surrogate Compound I Spiked=IMeasuredl Recovery, QC Limits' ortho-Terphenyl 1 2.8 1 2.3 79 % 60-140% Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Annual Book of ASTM Standards,Volume 11.02, American Society for Testing and Materials(2000). Method modified to quantify total petroleum hydrocarbons in the range n-C 9 through n-C 36. Results are quantified on the basis of a series of aromatic and aliphatic hydrocarbons,using 5-alpha-androstane as an internal standard. Sample extraction performed by microwave accelerated solvent technique. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532page 18 of 32 I GROUNDWATER ANALYTICAL ASTM METHOD D3328-00 (Modified) Hydrocarbon Fingerprinting by GC/FID Lab ID: 115273-07 Hydrocarbons Laboratory 1.0 0.8 0.6 0.4 0.2 0.0 0 5 10 15 20 25 30 35 40 45 Retention Time (Minutes) Page 19 of 32 I GROUNDWATER ANALYTICAL Project Narrative Project: Corson Cadillac/130084847 Lab ID: 115273 Client: Bennett Environmental Associates,Inc. Received: 02-29-08 17:30 A:06cumentation and Client Cominumcation' - The following documentation discrepancies,and client changes or amendments were noted for this project: 1 . No documentation discrepancies,changes,or amendments were noted. B.Method Modifications,Non-Conformances and Observations The sample(s)in this project were analyzed by the references analytical method(s),and no method modifications, non-conformances or analytical issues were noted,except as indicated below: y 1 . EPA 601013 Note:Samples 115273-2 through-6.Samples were analyzed for selected target analytes,as requested by client. P", ® i , 2 . EPA 8260B Non-conformance: Sample 115273-1. Laboratory control sample(LCS)analytes Acetone and-V to `"b� Butanone were below recommended recovery limits for QC batch VM1-2390-S. r-or°w 3 . EPA 8260B Note:Sample 115273-1.Sample was analyzed for only selected target analytes,as requested by,/ � client. 7 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 0253Nge 20 of 32 GROUNDWATER 228 Main Street,RO.Box 1200 CHAIN-OF-CUSTODY RECORD Buzzards Bay,MA 02532 Telephone(508)759.4441-FAX(508)759.4475 AND WORK ORDER ANALYTICAL i wwW.groundwaterenalytical.com ..t Project Name: 1rrl 'F7irin: I/, ��� p/tL TURNAROUND ANALYSIS REQUEST I I ,V " {�_. ,{4 1_ I /155� Valreln SaMvoaNu P�rtnlorOhRCeo MOYI1 Prholeuml murhon Ilrt. eceenlLNmhVy eWar p(✓ptn l AG 1 ti"I1btC4tr(uL Y1; STANDARD(10 Business Days) warm O PRIORITY(5 Business Days) _ Project Number: Address: J�/� (� n 1 57 3'"& ,5 H'/P 0•kx 1743 ❑ RUSH(RAN- ) .. o (flush rcoulres Ruch Aulhcrira�beq ❑ ❑'❑tl U � city State/Zip: - Please Email to: Sampler Name: V/ P a a S _ a ?J j,-t w S k �N 6Z6 3 I ❑Please FAX to a M1 n - Tr BILLING F 9 � s € 5 Project Manager. Tslephon ' ,I ❑ u c ❑ ❑ J _ 9 axI M6- 1706 K Purchase Order No. g - It rJ $ a O @ e- a O Third Party Billing: � _ _ _ INSTRUCTIONS:Use separate fine for each container(except replicates). O GWAOuote: Preservation F111 ❑ � u a Sampling Matrix Type Contelner(s) ,, g e - � - c ❑ LABORATORY 4 '�- a ,�4 F! ga S ❑ ❑;g a y. SAMPLE 3 B. yq " NUMBER r e a (Lab use only) m g B e a a IDENTIFICATIDN ;t.; ', c ; e 5 .a .� - "-a ?j G n 3 3 u o = o $ u n u n FA - rt � '" to ao a p e ❑ ❑ ❑ ❑ n nadn I_ tt X I II;3D bOR @ IOr s• `: i . . v r" r' w-. rs ;.p ) 11'a rJ'FIN .�[I ',T iN t/h`'i a Ic I I Ilib7.�W-DIJ,>,3-(p 5= _*< � :., ,. ><Il;, 1" ta' ,,k' i a �k(�iFs'' ', rlf -( ix ,w !" '_ F? lln� 1(•,� �1J is -tor b s ltI '� �t ..� - if > � Y�.IIP' '�j= �'iw� t �:`!i • 5 ' 3 lo'Lb ' � !�"*'��`� "�;,t Ntoq+, . 1. � mjn�S Y r5o_' F '.S :. 'l +l X lw' r X 4 "y. I a tx l" )< Y b t. Ll JL,i'u ' I$r Fw . II } IO x , i � tta If Cn 1r1 , eiC; i< ! C):1� t:�trer> e� t xr ;:� kl :` 71• ,[� !t3 ^,F x '. !J v ar y � .�� tt 1rall,r' fi; .. . :�,: a a. ; F..1IIA �: 1 .,.� 4 't kk # ` _ REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD r YES ONO MCP Data Certification required. Regulatory Program Project Spe CHIC OC N TE:A{samples submitted subject to Standard Terms and Conditions on reverse hereof. Recalpt Tempemlure: ❑YES AND MCP Drinking Water Sample Included State Standard Deliverables Many regulatory programs and EPA'methods require protect R nql s �r I - Date Time Ro���''�x����'� �,ac�raIcd (Volatile analyses require duplicate collection and Trip Bunke). specific QC.Project specllic.00 Indudes.Sample Duplicates. o ,� ❑CT �QMCP GW-1/S-1 ❑PWS'Form Matrix Spikes,and/or Mauix Spike Duplicates:Laboratory QC IsContainerC Count: �.•O not project specific unless prearranged.Project OC at Time Received by: Container Count: ❑Analyze Duplicates and Trips Blanks only it positive results. O ME ❑MCP GW-Z'S-2 ❑MW RA samples are charged.on a persampla basis.Each MS,MSD Re hid AMA ❑NY STARS ❑ and Semple Duplicate requires an additional sample aliquot. Z �j YES MN �Iarlllicatlon required. ❑NH. ❑Drinking Water Relinquished b. D?le Time Re 6ived y Labord , Shipping/Aboll 0 ❑NY ❑Wastewater Prolecl Speclfle aC Required Selection of CC Sample Number: �ignetur ❑RI O Waste Disposal ❑Sample Duplicate ❑Please use sample: N VT ❑Dredge Material ❑Matrix Splko Msihod of Shipment:?I GWA,ourier❑Express Mail[Federal Express• Custody Seal Number: ❑_ ❑ ❑Matrix Spike Duplicate ❑UPS❑Hand❑ W N � - GROUNDWATER ANALYTICAL Quality Assurance/Quality Control A Pr Clvervi6W { - Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPs) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GC/MS sequences, all sequences close with a continuing calibration standard. GC/MS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period,whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank,one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. 9.,Definitions Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 22 of 32 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Samples LCS LCSD Category: MA DEP EPH Method Instrument ID: GC-12 Agilent 6890 Instrument ID: GC-12 Agi lent 6890 QC Batch ID: EP-2747-M Extracted: 03-03-08 21:30 Extracted: 03-03-08 21:30 Matrix: Soil Analyzed(AL): 03-04-08 14:25 Analyzed(AL): 03-04-08 15:59 Units: mg/Kg Analyzed(AR): 03-04-08 15:13 Analyzed(AR): 03-04-08 16:45 Analyst: KMC Analyst: KMC CAS Number Analyte LCW LCS Duplicate QC Limits Spiked Measureded Recovery. RPD 'Spike RPD 111-84-2 n-Nonane(C9) 3.3 1.8 53 % 4 % 30-140°/° 25°b124-185 n-Decane(Co) 3.3 2.1 61 % 3 % 40-140% 25% 112 40-3 n Dodecane(C�2) 3.3 2.2 66 % 1 % 40-140% 25 629-59-4 n-Tetradecane(Cl 4) 3.3 2.3 70 % 3.3 2.3 70 % 0 % 40-140% 25% 544-76-3 n-Hexadecane(Ci6) 3.3 2.6 79 % 3.3 2.5 77 % 3 % 40-140% 25% 59345-3 n Odadecane(C7e) 3.3 2.7 82 % 3.3 2.7 83 % 2 % 40-140% 25% n/a n-C9 to n-C18 Group 20 14 69 % 20 13 68 % 1 % 40-140 25% 629-92-5 n-Nonadecane(C,y) 3.3 2.8 85 % 3.3 2.6 79 % 7 % 40-140°!° 25% 112-95-8 n-Eicosane(C2o) 3.3 2.7 83 % 3.3 2.9 89 % 7 % 40-140% 25% 629-97-0 W--- (C22) 3.3 2.9 88 % 3.3 2.7 81 % 9 % 40-140% 25% 646-31-1 ne(C24) 3.3 3.0 92 % 3.3 2.6 78 % 16 % 40-140% 25% 630_01-3 ne(Czb) 3.3 2.8 84 % 3.3 2.5 76 % 630-02-4 ne(C28) 3.3 2.7 83 % 3.32.6 77 °I°638-68-6 ne(C3o) 3.3 2.8 84 % 3.3 2.630-06 8 ntane(C36) 3.3 2.7 81 n/a n-C19to n-C36 Group 26 22 85 % 91-20-3 Naphthalene 3.3 2.2E673.3 2.164 °/ 5 % 40 140%91-57-6 2-Methyl naphthalene 3.3 2.43.3 2.3 71 % 3 % 40-140%208-96 8 Acenaphthylene 3.3 2.43.3 2.4 72 % 1 % 40-140%83-32-9 Acenaphthene 3.3 2.43.3 2.4 73 % 186 73-7 Fluorene 3.3 2.63.3 2.6 85-01-8 Phenanthrene 3.3 2.6 79 % 3.3 2.5 77 % 2 % 40-140% 25% 120-12-7 Anthracene 3.3 3.2 97 % 3.3 3.1 93 % 4 % 40-140% 25°/° 20644-0 . Fluoranthene 3.3 3.2 96 % 3.3 3.0 92 % 4 % 40-140% 25% 129-00-0 Pyrene 3.3 3.1 93 % 3.3 56-55-3 Benzo[a]anthracene 3.3 3.0 92 % 3.3 218-01-9 Chrysene 3.31 3.2 205-99-2 Benzo[b]fluoranthene 1 3.3 2.9 207-08-9 Benzo[k]fluoranthene 3.3 3.1 94 % % 6 % 40-140% 25% 50-32-8 Benzo[a]pyrene 3.3 3.0 92 % 3.3 2.9 83 3 2 7 87 % 6 % 40-140% 25% 193-39-5 Indeno[1,2,3-c,dlpyrene 3.3 2.8 86 % 53-70-3 Dibenzo[a,hlanthracene 3.3 3.3 100 % 3.3 3.1 94 % 6 1 1 40-140% 25% 191-24-2 Benzo[g,h,i]perylene 3.3 3.0 90 % 3.3 2.8 85 % n/a PAH Group 56 48 86 N. 56 S iked Measured Recovery Spiked Measured Recovery QC Limits QC Surrogate Compound p 40-140 Fractionation: 2-Fluorobiphenyl 2.7 2.2 81 % 2.7 2.1 78 %1-Bromonaphthalene 2.7 2.2 81 % 2.7 2.1 78 % 40-140% 2.7 2.0 74 % 40-140% Extraction: Chloro-odadecane 2.7 1.9 70 % 40-1, ortho-Terphenyl 2.7 2.4 89 % 2.7 2.3 85 Fractionation Breakthrough Evaluation I QC Limits 91-20-3 Naphthalene LCS 0 % LCSD 0 % 5% 91-57-6 2-Methylnaphthalene I LCS 1 % LCSD 1 % 5% Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(Revision 1.1,2004). Method modified by use of microwave accelerated solvent extraction technique. Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. The LCS and LCSD are prepared from separate source standards than those used for calibration. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532Page 23 of 32 GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: MA DEP EPH Instrument ID: GC-12 Agilent 6890 QC Batch ID: EP-2747-M Extracted: 03-03-08 21:30 Matrix: Soil Analyzed(AL): 03-04-08 17:30 Analyzed(AR): 03-04-08 18:16 Analyst: KMC EPH Ranges 'Concentration'` Notes Units Reporting Limit n-C9 to n-C18 Aliphatic I- drocarbons t BRL mg/Kg 30 n-C19 to n-C36 Ali hatic Hydrocarbons' BRL mg/Kg 30 n-C11 to n-C22 Aromatic Hydrocarbons" BRL mg/Kg 30 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons t BRL mg/Kg 30 CAS Number Analyte Concentration Notes Units Reporting Limit, 91-20-3 Naphthalene BRL mg/Kg 0.50 91-57-6 2-Methyl naphthalene BRL mg/Kg 0.50 85-01-8 Phenanthrene BRL mg/Kg 0.50 83-32-9 Acenaphthene BRL mg/Kg 0.50 208-96-8 Acenaphthylene BRL mg/Kg 0.50 86-73-7 Fluorene BRL mg/Kg 0.50 120-12-7 Anthracene BRL mg/Kg 0.50 206-44-0 Fluoranthene BRL mg/Kg 0.50 129-00-0 Pyrene BRL mg/Kg 0.50 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.50 218-01-9 Chrysene BRL mg/Kg 0.50 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 0.50 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 0.50 50-32-8 Benzo[a]pyrene BRL mg/Kg 0.50 193-39 5 Indeno[1,2,3-c,d]pyrene BRL mg/Kg 0.50 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.50 191-24-2 Benzo[g,h,i]perylene BRL mg/Kg 0.50 QC Surrogate Compound Spiked Measured Recovery QC Limits Fractionation: 2-Fluorobiphenyl 2.7 2.2 84 %° 40-140% 2-Bromonaphthalene 2.7 2.1 80% 40-140% Extraction: Chloro-octadecane 2.7 2.3 87% 40-140% ortho-Terphenyl 2.7 2.5 95 % 40-140% Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(Revision 1.1,2004). Sample extraction performed by microwave accelerated solvent extraction technique. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. p n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyze concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 025320age 24 of 32 i GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Sample Category: ASTM D3328-00 Mod Hydrocarbon Fingerprint Instrument ID: GC4 HP 5890 QC Batch ID: HF-2791-M Extracted: 02-29-08 23:00 Matrix: Soil Analyzed: 03-02-08 12:34 Units: mg/Kg Analyst: CL Analyte Spiked Measured Recovery. QC Limits. Fuel Oil No.2 130 95 73 % 60-140% QC Surrogate Compound Spiked Measured Recovery QC Limits, ortho-Terphenyl 2.7 1 2.5 95 % 30-140 Method Reference: Comparison of Waterborne Petroleum oils by Gas Chromatography,Annual Book of ASTM Standards,Volume 11.02, American Society for Testing and Materials(2000). Method modified to quantify total petroleum hydrocarbons in the range n-C 9 through n-C 36. Results are quantified on the basis of a series of aromatic and aliphatic hydrocarbons,using 5-alpha-androstane as an internal standard. Sample extraction performed by microwave accelerated solvent technique. Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay,MA 02532Page 25 of 32 GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: ASTM D3328-00 Mod Hydrocarbon Fingerprint Instrument ID: GC4 HP 5890 QC Batch ID: HF-2791-M Extracted: 02-29-08 23:00 Matrix: Soil Analyzed: 03-02-08 11:43 Analyst: CL Analyte 'Concentration Notes Units Reporting Limit Total Petroleum Hydrocarbons BRL mg/Kg 30 QC Surrogate Compound Spiked Meas;red Recovery QC Limits ortho-Terphenyl 2.7 1 2.2 1 83 % 60-140% Method Reference: Comparison of Waterborne Petroleum oils by Gas Chromatography,Annual Book of ASTM Standards,Volume 11.02, American Society for Testing and Materials(2000). Method modified to quantify total petroleum hydrocarbons in the range n-C 9 through n-C 36. Results are quantified on the basis of a series of aromatic and aliphatic hydrocarbons,using 5-alpha-androstane as an internal standard. Sample extraction performed by microwave accelerated solvent technique. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532Page 26 of 32 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Samples Category: Metals Matrix: Soil Units: mg/Kg Sam toe Tyne Method OC Batch ID Prep Method Prepared Analyzed Instrument ID Analyst LCS EPA 6010E M13-1392-SL EPA 3050E 03-03-08 08:23 03-03-08 15:05 ICP-1 PE 3000 MWR LCS EPA 7471A MP-2263-SL EPA 7471A 03-03-08 11:30 03-03-08 16:06 CVAA-1 PE FIMS MFP LCSD EPA 6010B MB-1392-SL EPA 3050E 03-03-08 08:23 03-03-08 15:08 ICP-1 PE 3000 MWR LCSD EPA 7471A MP-2263-SL EPA 7471A 03-03-08 11:30 03-03-08 16:09 CVAA-1 PE FIMS MFP CAS Number Analyte LCS LCS Duplicate QC Limits Method r Spiked Measured Recovery Spiked Measured Recovery RPD LCS RPD 7440-38-2 Arsenic 89 85 95% 89 87 98% 2% 81-119% 30% EPA 601oB 7440-39-3 Barium 430 410 96% 430 400 95% 1% 83-117% 30% EPA 60108 7440-43-9 Cadmium 74 64 87% 74k77 "'�95% 8% 1% 80-120 1 30% EPA 601oB 7440-47-3 Chromium 98 95 98% 9896% 1% 79-121 % 30% EPA 6010E 7439-92-1 Lead 89 86 96% 896% 0% 82-118% 30% EPA 6010B 7439-97-6 Mercury 4.5 4.9 110% 4.512% 1% 66-133% 30% EPA 7471A 7782-49-2 Selenium 160 140 93% 16092% 1% 77-123% 30% EPA 601oB 7440-22 1 Silver 82 81 99% 82 2% 66-134% 30% EPA 6o10B Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532Page 27 of 32 I .. GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: Metals Matrix: Soil Analysis Method QC Batch ID Preo Method Prenared Sample Volume Instrument I Analyst EPA 6010E M13-1392-SB EPA 3050E 03-03-08 08:23 0.5 g ICNI PE 3000 MWR EPA 7471A MP-2263-SB EPA 7471A 03-03-0811:30 0.6 g Na4-1 FEFIMS MFP CAS Number Analyte Concentration Notes Units Reporting Limit Df Analyzed Method 7440-38-2 Arsenic BRL mg/Kg 3.0 1 03-03-08 15:02 EPA 6010E 7440-39-3 Barium BRL mg/Kg 20 1 03-03-08 15:02 EPA 6010B 7440-43-9 Cadmium BRL mg/Kg 0.5 1 03-04-08 12:06 EPA 6010E 7440 47-3 Chromium BRL mg/Kg 10 1 03-03-08 15:01 EPA 60106 7439-92-1 Lead BRL mg/Kg 10 1 03-03-0815:02 EPA6o1o8 7439-97-6 Mercury BRL #�m�'&VIK. m 0.017 1 03-03-08 16:06 EPA 7471A 7782-49-2 Selenium BRL 10 1 03-03-08 15:02 EPA601oB7440-22 4 Silver BRLmg/Kg 5.0 1 03-03-08 15:01 EPA 60106 Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 025328age 28 of 32 i GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Samples LCS LCSD Category: EPA Method 8260B TCL Instrument ID: MS-1 HP 5890 Instrument ID: MS-1 HP 5890 QC Batch ID: VM1-2390-S Analyzed: 03-03-08 07:25 Analyzed: 03-03-08 08:00 Matrix: Soil Analyst: LMG Analyst: LMG Units: ug/Kg CAS Number Analyte. LCS - LCS Duplicate QC Limits,- Spiked Me "id Recovery Spiked Imeasured Recovery I ROD Spike RPD 74 87-3 Chloromethane 50 48 96% 50 51 102% 6% 70-130% 25 75-01-4 Vinyl Chloride 50 45 89% 50 44 87% 3 % 70-130% 25% 74-83-9 Bromomethane 50 43 87% 50 45 89% 3 % 70-130% 250 75-00-3 Chloroethane 50 50 99% 50 49 97% 2 % 70-130% 25% 75-35-4 1,1-Dichloroethene 50 41 83 % 50 40 81 % 3 % 70-130% 25% 67-64-1 Acetone 100 41 41 % q 100 47 47% q 15 % 70-130% 25% r 75-15-0 Carbon Disulfide 100 73 73 % 100 73 73 % 0% 70-130% 25% 75-09-2 Methylene Chloride 50 35 70% 50 38 77% 9% 70-130% 25% 156-60-5 trans-1,2-Dichloroethene 50 42 84 0/ 50 42 84% 1 % 70-130% 25% 1634-04-4 Methyl tert-butyl Ether(MTBE) 50 50 100% 50 54 108 % 8 % 70-130% 25% 75-34-3 1,1-Dichloroethane 50 44 89 % 50 44 89% 0% 70-130% 25% 156-59-2 cis-1,2-Dichloroethene R50 45 90% 50 46 92 % 2 % 70-130% 25% 78-93-3 2-Butanone(MEK) 60 60 % q 100 59 59% q 3% 70-130% 25 67-66-3 Chloroform 43 85% 50 45 90% 5 % 70-130% 25% 71-55-6 1,1,1-Trichloroethane 44 89 % 50 43 86% 3 % 70-130% 25% 56-23-5 Carbon Tetrachloride 41 81 % 50 42 84% 4% 70-130% 25% 71-43-2 Benzene 50 44 88 % 50 44 88% 1 % 70-130% 25% 107-06-2 1,2-Dichloroethane 50 43 85 % 50 47 94 % 9 % 70-130% 25% 79-01-6 Trichloroethene 50 41 83 % 5o 42 85 % 2% 70-130% 25% 78-87-5 1,2-Dichloropropane 50 45 90 % 50 46 92% 1 % 70-130% 25% 75-27-4 Bromodichloromethane 50 43 86% 50 48 96% 11 % 70-130% 25 10061-01-5 cis-1,3-Dichloropropene 50 47 94% 50 48 96% 2% 70-130% 25% 108-10-1 4-Methyl-2-Pentanone(MIBK) 100 96 96% 100 110 115 % 18% 70-130% 25% 108-88-3 Toluene 50 46 91 % 50 44 88% 4% 70-130% 25% 10061-02-6 trans-1,3-Dichloropropene 50 42 85 % 50 47 93 % 10 % 70-130% 25 79-00-5 1,1,2-Trichloroethane 50 43 86% 50 48 97% 12% 70-130% 25% 127-18-0 Tetrachloroethene 50 42 85 % 50 44 88 % 4 % 70-130% 25% 591-78-6 2-Hexanone 100 73 73 % 100 81 81 % 11 % 70-130% 25% 124-48-1 Dibromochloromethane 50 42 84% 50 49 97% 14% 70-130% 25 108-90-7 Chlorobenzene 50 44 87% 50 45 90% 3 % 70-130% 25 100-41-4 Ethylbenzene 50 48 95 % 50 46 92% 4% 70-130% 25% 1 09-3 8-311 064 2-3 meta-Xylene and para-Xylene 100 98 98 % 100 93 93% 5% 70-130% 25 95-47-6 ortho-Xylene 50 47 1 95% 50A 46 92% 2 % 70-130% 25% 100 42-5 Styrene 50 49 98 % 50 #46 96% 1 % 70-130% 25% 75-25-2 Bromoform 50 43 86% 50 109% 24% 70-130% 25% 79-34 5 1,1,2,2-Tetrachloroethane 50 44 88 % 50 92% 5% 70-130% 25% QC Surrogate Compound Spiked Measured Recovery Spiked Measured Recovery QC Limits Dibromofluoromethane 50 38 77% 50 40 79% 70-130 1,2-Dichloroethane-d4 50 41 83 % 50 44 88% 70-130% Toluene-dB 50 48 95 % 5o 46 91 % 70-130% 4-Bromofluorobenzene 50 46 92% �50 45 91 % 70-130% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update 111(1996). Sample preparation performed by EPA Method 5035A. Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. q Recovery outside recommended limits. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532page 29 of 32 w GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: EPA Method 8260B TCL Instrument ID: MS-1 HP 5890 QC Batch ID: VM1-2390-S Analyzed: 03-03-08 09:11 Matrix: Soil Analyst: LMG CAS Number Analyte Concentration Notes Units Reporting Limit 74-87-3 Chloromethane BRL ug/Kg 10 75-01-4 Vinyl Chloride BRL ug/Kg 10 74-83-9 Bromomethane BRL ug/Kg 10 75-00-3 Chloroethane BRL ug/Kg 10 75-35-4 1,1-Dichloroethene BRL ug/Kg 5 67-64-1 Acetone BRL ug/Kg 200 75-15-0 Carbon Disulfide BRL ug/Kg 50 75-09-2 Methylene Chloride BRL ug/Kg 50 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 5 1634-04-4 Methyl tert-butyl Ether(MTBE) BRL ug/Kg 5 75-34-3 1,1-Dichloroethane BRL ug/Kg 5 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 5 78-93-3 2-Butanone(MEK) BRL ug/Kg 50 67-66-3 Chloroform BRL ug/Kg 5 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 5 56-23-5 Carbon Tetrachloride BRL ug/Kg 5 71-43-2 Benzene BRL ug/Kg 5 107-06-2 1,2-Dichloroethane BRL ug/Kg 5 79-01-6 Trichloroethene BRL ug/Kg 5 78-87-5 1,2-Dichloropropane BRL ug/Kg 5 75-27-4 Bromodichloromethane BRL ug/Kg 5 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 5 108-10-1 4-Methyl-2-Pentanone(MIBK) BRL ug/Kg 50 108-88-3 Toluene BRL ug/Kg 5 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 5 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 5 127-18-4 Tetrachloroethene BRL ug/Kg 5 591-78-6 2-Hexanone BRL ug/Kg 50 124-48-1 Dibromochloromethane BRL ug/Kg 5 108-90-7 Chlorobenzene BRL ug/Kg 5 100-41-4 Ethylbenzene BRL ug/Kg 5 108-38-3/10642-3 meta-Xylene and para-Xylene BRL ug/Kg 5 9547-6 ortho-Xylene BRL ug/Kg 5 100-42-5 Styrene BRL ug/Kg 5 75-25-2 Bromoform BRL ug/Kg 5 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 5 QC Surrogate Compound. Spiked Measured Recovery QC Limits Dibromofluoromethane 50 44 87 % 70-130% 1,2-Dichloroethane-d4 50 39 79 % 70-130% Toluene-d8 50 48 96 % 70-130% 4-Bromofluorobenzene 50 51 102 % 70-130% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Sample preparation performed by EPA Method 5035A. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532Page 30 of 32 l_ GROUNDWATER ANALYTICAL Certifications and Approvals Groundwater Analytical maintains environmental laboratory certification in a variety of states. Copies of our current certificates may be obtained from our website: http://www.groundwateranalytical.com/-qualifications.htm MAINE . Department of Environmental Protection,LB-0072 Asbestos Analytical Laboratory(Bulk) MASSACHUSETTS Department of Environmental Protection, M-MA-103 Potable Water and Non-Potable Water http://public.dep.state.ma.us/labcert/labcert.aspx Department of Labor, Asbestos Analytical Services,Class A Division of Occupational Safety, AA000195 http://www.mass.gov/dos/forms/la-rpt_list—aa.pdf NIST NATIONAL VOLUNTARY LABORATORY ACCREDITATION PROGRAM(NVLAP) NVLAP Lab Code 200751-1 Bulk Asbestos Fiber Analysis(PLM) http://ts.nist.gov/Standards/scopes/pimtm.htm RHODE ISLAND Department of Health, Potable and Non-Potable Water Microbiology,Organic and Inorganic Chemistry Division of Laboratories, LA000054 http://www.health.ri.gov/labs/outofstatelabs.pdf Department of Health, Asbestos Analytical Service,Polarized Light Microscopy(PLM) Office of Occupational and Radiological Health,AAL-110B3 http://www.health.ri.gov/envi ronment/occupati onal/asbestos/I icensees/AsbestosAnalyticaI Labs.pdf U.S. DEPARTMENT OF AGRICULTURE' USDA,Soil Permit, S-53921 Foreign soil import permit Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 31 of 32 i GROUNDWATER ANALYTICAL Certifications and Approvals MASSACHUSETTS " . '` De`parCmentof,ErSvirorimental R'r`otection .M-MA=103 Groundwater Analytical maintains MassDEP environmental laboratory certification for only the methods and analytes listed below. Analyses for certified analytes are conducted in accordance with MassDEP certification standards,except as may be specifically noted in the project narrative. Potable Water(Drinking Water) Non-Potable Water(Wastewater) Analyte Method Analyte Method 66 1,2-Dibromo-3-Chloropropane EPA 504.1 Chemical Oxygen Demand SM 5220-D 1 1,2-Dibromoethane EPA 504.1 Chlordane EPA 608 Alkalinity,Total SM 2320-B Chloride EPA 300.0 Antimony EPA 200.9 Chlorine,Total Residual SM 4500-CL-G Barium EPA 200.7 Chromium EPA 200.7 Beryllium EPA 200.7 Cobalt EPA 200.7 Cadmium EPA 200.7 Copper EPA 200.7 Calcium EPA 200.7 Copper EPA 200.9 Chlorine,Residual Free SM 4500-CL-G Cyanide,Total Lachat 10-204-00-1-A Chromium EPA 200.7 DDD EPA 608 Copper EPA 200.7 DDE EPA 608 Cyanide,Total Lachat 10-204-00-1-A DDT EPA 608 E.Coli EC-MUG SM 9221-F Dieldrin EPA 608 E.Coll Enz.Sub.SM 9223 Fluoride EPA 300.0 E.Coli NA-MUG SM 9222-G Hardness(CaCO3),Total EPA 200.7 Fecal Coliform MF SM 9222-D Hardness(CaCO3),Total SM 2340-B Fluoride EPA 300.0 Heptachlor EPA 608 Fluoride SM 4500-FL Heptachlor Epoxide EPA 608 Heterotrophic Plate Count SM 9215-B Iron EPA 200.7 Mercury EPA 245.1 Kjeldahl-N Lachat 10-107-06-02-D Nickel EPA 200.7 Lead EPA 200.7 Nitrate-N EPA 300.0 Lead EPA 200.9 Nitrate-N Lachat 10-107-04-1-C Magnesium EPA 200.7 Nitrite-N EPA 300.0 Manganese EPA 200.7 Nitrite-N Lachat 10-107-04-1-C Mercury EPA 245.1 Perchlorate EPA 314.0 Molybdenum EPA 200.7 pH SM 4500-H-B Nickel EPA 200.7 Sodium EPA 200.7 Nitrate-N EPA 300.0 Sulfate EPA 300.0 Nitrate-N Lachat 10-107-04-1-C Thallium EPA 200.9 Non-Filterable Residue SM 2540-D Total Coliform Enz.Sub.SM 9223 Oil and Grease EPA 1664 Total Coliform MF SM 9222-B Orthophosphate Lachat 10-115-01-1-A Total Dissolved Solids SM 2540-C pH SM 4500-H-B Turbidity SM 2130-B Phosphorus,Total Lachat 10-115-01-1-C Volatile Organic Compounds EPA 524.2 Phosphorus,Total SM 4500-P-B,E Polychlorinated Biphenyls(Oil) EPA 600/4-81-045 Non-Potable Water(Wastewater) Polychlorinated Biphenyls(Water) EPA 608 Analyte Method Potassium EPA 200.7 Selenium EPA 200.7 Aldrin EPA 608 Selenium EPA 200.9 Alkalinity,Total Lachat 10-303-31-1-A Sodium EPA 200.7 Aluminum EPA 200.7 Strontium EPA 200.7 Ammonia-N Lachat 10-107-06-1-B Sulfate EPA 300.0 Antimony EPA 200.7 Thallium EPA 200.7 Antimony EPA 200.9 Thallium EPA 200.9 Arsenic EPA 200.7 Titanium EPA 200.7 Arsenic EPA 200.9 Total Dissolved Solids SM 2540-C Beryllium EPA 200.7 Total Organic Carbon SM 5310-B Biochemical Oxygen Demand SM 5210-B Vanadium EPA 200.7 Cadmium EPA 200.7 Volatile Aromatics EPA 602 Calcium EPA 200.7 Volatile Aromatics EPA 624 Volatile Halocarbons EPA 624 Zinc EPA 200.7 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 32 of 32 I r ; I�ENNETT ENVIRONMENTAL ASSOCIATES9 IINC. LICENSED SITE PROFESSIONALS ENVIRONMENTAL SCIENTISTS 6 GEOLOGISTS O SANITARIANS 1573 Main Street- P.O. Box 1743, Brewster, MA 02631 Q 508-896-1706 Fax 508-896-5109 0 www.bennett-ea..com B008-4847 March 20, 2008 Everett H. Corson, Inc. C/o Mr. R. Kent Corson 1040 Iyannough Rd. Hyannis, MA. 02601 RE: UIC CLOSURE DOCUMENTATION and LIMITED REMOVAL ACTION COMPLETION (LRA) STATEMENT N/F Corson Cadillac Jeep 1040 Iyannough Rd. —Hyannis, MA Dear Mr. Corson, BENNETT ENVIRONMENTAL ASSOCIATES, INC. (BEA), as the successor to BENNETT & O'REILLY, INC., has prepared the following UIC Closure Documentation and Limited Removal Action Completion (LRAC) Statement, with Supporting Documentation, as a summary of discovery, environmental assessment and remedial response actions completed at the above referenced property in response to the discovery of an abandoned overflow leach pit during an ASTM Environmental Site Assessment. The follow-up investigation found a nominal amount of impacted soils below the earthen bottom of the leach pit with suspect soils beneath. BEA personnel supervised the removal of the leach pit and the excavation, transportation and licensed recycling of petroleum impacted soils. BEA further conducted end point soil sampling to document that impacted soils in sidewall and bottom of hole areas were removed and that a condition of No Significant Risk exists, wherein the most restrictive RCS-1 Reportable Concentrations standards were met. As such, the excavation and off-Site recycling of some 35 cubic yards (+/-) of petroleum contaminated soil has been successful in mitigating potential exposure risks to identified human and environmental receptors. This report documents regulatory compliance and serves to establish the technical rationale and justification for project closure without notification or remedial response liabilities as consistent with the provisions of 310 CMR 40.0318 and 310 CMR 27.00. The work conducted by BENNETT ENVIRONMENTAL ASSOCIATES, INC., represented herein, has proceeded under my supervision in a manner consistent with the MCP Response Action Performance Standards, 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. As such, this report 1 EMERGENCY SPILL RESPONSE Q WASTE SITE CLEANUP Q SITE ASSESSMENT Q ENVIRONMENTAL PERMITTING Q LAND USE PLANNING. WATER SUPPLY DEVELOPMENT,OPERATION&MAINTENANCE Q WASTEWATER TREATMENT,OPERATION&MAINTENANCE 'I f , MARCH 20,2008 N/F CORSON CADILLAC JEEP/B008-4847 PAGE 2 OF 6 UIC CLOSURE DOCUMENTATION/LIMITED REMOVAL ACTION COMPLETION serves as the technical justification and rationale to substantiate UIC closure and LRA Completion under the governing regulations in effect at the time of this report. ENVIRONMENTAL CONDITIONS [Refer to Accompanying Site Sketch Plan] The property at 1040 Iyannough Road (herein referred to as the subject property) is located along the north side of lyannough Road (Route 132) in the Barnstable village of Hyannis, MA [Refer to Figure 1]. The subject commercial property, known as Corson Cadillac, is primarily rectangular in shape running in a north-south direction perpendicular to Route 132. The property includes 2.0 acres of land identified on Barnstable Assessor's Map 294 as Parcel 002 [Refer to Figure 2]. The subject property is developed by a two-story steel-framed warehouse- style building and asphalt pavement located to the south and east of the building utilized for parking and displaying automobiles. The subject building contains a 2,000 SF showroom, a 3,100 SF space used as office space and parts department and storage, and a 6,500 SF service department totaling some 11,600 SF as constructed on a concrete slab in 1976. Access to the property is unrestricted with moderate frequency/low intensity of use and children potentially present. Access to the area of the former UIC, as approximately two (2) to eight (8) feet below grade beneath the paved parking / driveway area is more restricted to low frequency/low intensity of use and children potentially present. Regional groundwater contours indicate a southeasterly groundwater flow direction toward Lewis Bay, approximately two miles southeast of the subject property [Refer to Figure 3]. Site-specific groundwater flow has been calculated to be almost due east with a slight east southeasterly influence. Based on groundwater gauging data from three installed monitoring wells, groundwater is located between 26 and 28' below grade surface (bgs) across the subject property. According to the MA DEP BWSC GIS mapping, the subject property is designated as a Non-Potential Drinking Water Source Area (NPDWSA) as likely associated with the degree of development in the area. However, the property also falls within the Zone II of several municipal wells [Refer to Figure 4] and by the precedence established by the public water supply protective radius, is considered a Drinking Water Source Area. As such, the RCGW-1 Reportable Concentrations are applicable for groundwater quality, as are the GW-1 and GW-3 groundwater criteria under Method 1 - Risk Characterization in consideration of routes for potential exposures associated with ingestion, inhalation and dermal contact. Based on the presence of residential-use properties within 500' of the subject property, the RCS-1 Reportable Concentrations are applicable for soils. Site conditions relative to frequency/intensity of use and accessibility of soils indicate that the S-1, S-2 and S-3 (GW-1 and GW-3) soil categories are applicable in consideration of Method 1 - Risk Characterization. As such, the RCS-1 Reportable Concentrations are considered in review of the LRA remedial response performance standards and potential human and environmental exposure risks. BACKGROUND/ENVIRONMENTAL ASSESSMENT AND REMEDIAL RESPONSE/LIMITED REMOVAL ACTION In October of 2007, BENNETT ENVIRONMENTAL ASSOCIATES, INC. performed a Phase II Environmental Site Assessment at the subject property in anticipation of a property transfer. During the Site Assessment, several floor drains were observed within the service area I i . MARCH 20,2008 N/F CORSON CADILLAC JEEP/B008 4847 PAGE 3 OF 6 UIC CLOSURE DOCUMENTATION/LIMITED REMOVAL ACTION COMPLETION at the facility. Subsequent to reviewing the facility plans and interviewing the property owner, it was determine that the floor drains discharged to an oil-water separator, consisting of two 500- gallon tanks in series (a grit remover and oil water separator), located off the east side of the subject building and then on to the municipal sewer system. The subject property formerly had an MDC trap with an overflow to a leach pit in place of the two tanks. The system was upgraded to the grit remover and oil water separator around 1996 when the property was connected to the municipal sewer system. To determine whether the MDC trap and overflow leach pit were removed subsequent to the connection to municipal sewer test pits were scheduled. On December 28, 2007 BENNETT ENVIRONMENTAL ASSOCIATES, INC. personnel were at the subject properly to perform test pits in the vicinity of the former MDC trap and overflow leach pit. Personnel from Robert Childs, Inc. were on-site with a rubber-wheeled backhoe to perform the test pits. Test pit TP-1 was performed in the area of a leach pit used as an overflow servicing the former MDC trap. The test pit was performed in the area of the former pit as marked out on the as-built drawings of the subject property provided. The leach pit was uncovered approximately 2' bgs. The concrete cover was removed and a hand boring was performed in the bottom of the leach pit from 0-1'(6-7' bgs). Approximately 6-8" of visually impacted soils were observed in the bottom of the leach pit during the hand boring. A soil sample from the bottom of the leach pit was preserved in the field and sent to a MA certified laboratory for MA Disposal Characterization in consideration of environmental impacts and potential remedial waste management. Test pit TP-2 was performed in the area of the former MDC trap. A 'depression in the asphalt paving and asphalt patching were observed in this area indicating previous subsurface work in the area. Three road boxes were also observed in this area and were determined to be cleanouts to the existing piping servicing the grit remover/oil-water separator tanks. Test pit TP- 2 was performed to approximately 2' bgs. No evidence of an MDC trap structure was observed in the test pit. PVC piping from each of the three cleanouts was observed in TP-2 about 1' bgs. The piping extended off to the area of the two current 500-gallon tanks as having been reconnected to the system after the MDC trap was removed. A cast iron pipe was also observed in TP-2. The cast iron pipe was not connected to anything in TP-2 and was headed east in the direction of the overflow leach pit. It was determined that the cast iron pipe was the overflow pipe from the former MDC trap that was removed when the system was upgraded in 1996. Results of soil analysis reported concentrations of total petroleum hydrocarbons (TPH) and cadmium, above the RCS-1 reportable concentrations. The property owner was informed that based on the concentrations of these two compounds, a 120-day reporting condition existed at the subject property in accordance with 310 CMR 40.315. In addition, Chromium was reported at its respective RCS-1 reportable concentration for that compound. The property owner was also informed that the leach pit also represented an unregistered Class V Well and an Underground Injection Control (UIC) structure which, required closure in accordance with the regulations for shallow injection wells (310 CMR 27.00). During the approval process for soil disposal, the disposal facility required the soil to be analyzed for Lead TCLP due to the elevated concentrations of lead reported (150 ppm) during the disposal characterization analysis. Since none of the original sample was retained, the excavated soil would have to be stockpiled prior to disposal and a sample would have to be L 4 MARCH 20,2008 N/F CORSON CADILLAC JEEP/B008-4847 PAGE 4 OF 6 UIC CLOSURE DOCUMENTATION/LIMITED REMOVAL ACTION COMPLETION submitted for Lead TCLP prior to transport and disposal at Aggregate Industries asphalt batching plant in South Dennis, MA. On February 28, 2008, BEA personnel were at the site to oversee UIC closure and soil removal activities. Prior to removing any impacted soils, Childs personnel were instructed to remove 3' of clean overburden material from the top and surrounding portions of the UIC structure above the invert elevation. UIC closure activities then proceeded without event including the removal of the concrete pit and the excavation of approximately 35 cubic yards of impacted soils as based on visual observations and field-testing results. During the excavation of impacted soils outside of the former leach pit, a sample [HB-2: 0-l' (6-7')] was collected and preserved in the field for Lead TCLP as required by the disposal facility. A laboratory courier was called and picked up the sample for rush turnaround to expedite the transport and disposal of the stockpiled material. Subsequent to removal of the UIC structure and impacted soils, representative endpoint soil samples were collected from all excavation sidewalls and the bottom of hole areas. The soil samples were placed in 250-milliliter glass jars and sealed with an aluminum septum. The jars were then agitated to develop organic volatiles and field screened with a photoionization detector (PID) [Photovac 2020, 10.2 eV lamp, calibrated to benzene standard], as per the MA DEP Policy WSC 94-400. Field screening of these confirmatory soil samples noted that none of the sidewall and bottom of hole samples evidenced any total organic volatile (TOV)headspace concentrations with TOVs reported as BDL (<O.1 ppmv). The representative soil samples were also screened in the field with a Dexsil PetroFlag test kit to determine petroleum content of a sample of soil. Results of the PetroFlag screening resulted in the bottom of hole sample (BOH@10') reported at 134 ppm Total Petroleum Hydrocarbons (TPH) and the southern sidewall sample (SW-S: 3-10') reported as 145 ppm TPH. All other samples were reported as below 25 ppm or below the detection limits of the PetroFlag analysis. As a point of reference, the MA DEP RCS-1 concentration for TPH is 200 ppm. All confirmatory soil samples collected during soil removal activities were field preserved for laboratory analyses. Soil samples from each representative sidewall and bottom of hole area and clean overburden soil stockpile sample were submitted to Groundwater Analytical, Inc. of Buzzards Bay, MA, for laboratory analyses on a standard two week turn-around. The bottom of hole soil sample (BOH@10') was sent to the laboratory for extractable petroleum hydrocarbon(EPH) with target PAHs via MADEP methodology, volatile organic compounds via EPA Method 8260 and RCRA-8 metals analysis. The southern sidewall sample was sent to the laboratory for EPH and metals analysis, the clean over burden soil sample was sent for total petroleum hydrocarbons (TPH) analysis. The remaining sidewall samples were sent for TPH and metals analysis. Groundwater was not encountered during excavation activities. A total of thirty f ve (35) cubic yards of impacted soils were segregated and stockpiled at the site in three roll-off containers covered with poly sheeting and sampled for lead TCLP as analysis as required by the disposal facility. The final dimensions of the excavation were eighteen (18) feet long by sixteen (16) feet wide by ten(10) feet deep. Laboratory results for the Lead TCLP stockpile composite were received on March 3, 2008. The results reported the Lead TCLP concentration at 1.5 ppm, as within the facility MARCH 20,2008 N/F CORSON CADILLAC JEEP/B008-4847 PAGE 5 OF 6 UIC CLOSURE DOCUMENTATION/LIMITED REMOVAL ACTION COMPLETION acceptance criteria ranges for the Aggregate Industries South Dennis facility. The stockpiled material was transported off-Site on March 5, 2008, by Robert Childs Inc. personnel, under an approved Bill of Lading to Aggregate Industries South Dennis asphalt batching plant for licensed recycling. BEA received the remedial performance laboratory analytical results on March 14, 2008. The pertinent laboratories Certificates of Analyses are attached to this report. Laboratory analytical results of bottom-of-hole sample reported all VOC concentrations as below reporting limits or `BRL" wherein the reporting limits concentrations were significantly less than the applicable RCS-1 Reportable Concentration. Trace concentrations of EPH fractional C19 to C36 aliphatics were detected in the samples from the bottom of hole sample (43 ppm) and the southern sidewall sample (39 ppm). Concentrations of all metals analysis and TPH in all other samples were reported as BRL. Please note that the `BRL" refers to the detection capability of the analytical equipment and not to a regulatory threshold. Laboratory analysis of end point soil samples, as `BRL" are consistent with naturally occurring background conditions. In summary, laboratory analytical results had demonstrated that all significant soil impact as likely the result of the historic overfilling of the former MDC trap to the overflow leach pit had been effectively removed as supporting project closure in accordance with the Limited Removal Action provisions of 310 CMR 40.0318. The significance of these results is further discussed in the following Risk Characterization section of this report. RISK CHARACTERIZATION Soil As previously represented, the RCS-1 Reportable Concentration soil category was considered in review of LRA performance standards, in accordance with the provisions of 310 CMR 40.0318. These criteria are generally consistent with the most stringent S-1 (GW-1), Method 1 - Risk Characterization thresholds. Laboratory analytical results of sidewall and bottom-of-hole samples collected at the extent of the excavation reported confirmatory, in situ concentrations of EPH with PAHs, TPH, RCRA-8 metals and VOCs as BRL or significantly below the applicable RCS-1 Reportable Concentrations. As such, the laboratory analytical data from the end point samples collected have demonstrated that all significant soil contamination has been effectively removed as mitigating.all potential exposure risks via the Limited Removal Action. Groundwater Groundwater impact was not considered as part of this project given that groundwater was not observed in the bottom of the excavation (10' bgs) and the extent of impact was defined at 10' bgs with background conditions (non detect), or trace concentrations significantly below RCS-1 Reportable Concentrations, reported along the confirmatory bottom-of-hole and sidewall samples, wherein the reporting limit concentrations of the analyses were significantly less than the,applicable RCS-1 Reportable Concentrations, and the most stringent S-1/GW-1 Method 1 — Risk Characterization standards as a measure of potential leaching of contaminants to groundwater. In addition, site-specific depth to groundwater is measured at 27'bgs in the area of excavation. As such, the reported laboratory analytical results of the bottom-of-hole and MARCH 20,2008 N/F CORSON CADILLAC JEEP/B008-4847 PAGE 6 OF 6 UST CLOSURE DOCUMENTATION/LIMITED REMOVAL ACTION COMPLETION sidewall samples and the fact that the extent of impact was defined as 17' above the groundwater interface, support the efficacy and completion of the Limited Removal Action. CONCLUSIONS The Limited Removal Action completed at the Corson Cadillac Jeep property is represented by the excavation and recycling of some 35 cubic yards of contaminated soil from surrounding and beneath the former UIC structure. Field PID and PetroFlag screening and laboratory analysis were used to qualify the limit of the area of significant soil impact and the effectiveness of the remedial response actions as consistent with 310 CMR 40.0318. Based on laboratory analysis of end-point soil samples, a condition of "No Significant Risk" has been established for all discrete sidewall and bottom-of-hole areas. This information was applied to the most restrictive RCS-1 Reportable Concentrations as technical justification for the efficacy of the LRA Completion to support project closure and document regulatory compliance, wherein no Release Notification or Remedial Response liabilities are present under the provisions of 310 CMR 40.0000 as based upon the available data and regulations in effect at the time of this reporting. The findings of this investigation, as represented herein, document regulatory compliance with governing regulations and set forth the rationale and technical justifications for project closure, as established by the LRA Completion Statement specific to the area of investigation as noted on the Site Plan in Appendix A. You are required under the provisions of 310 CMR 40.0318(7) to maintain a copy of this UIC Closure Documentation and Limited Removal Action Completion Statement for a minimum period of five (5) years. These records are archived in your folder at our offices but you should retain a separate copy for your records. Should you have any questions or need additional information, please contact me at your convenience. Respectfully Yours, BE TT ENVIRONMENTAL ASSOCIATES, INC. r G Jo D. ad a-Wiel , ES I e , LSP P oject Manager ipal Encl. Site Plan—"UIC Closure/LRA Completion Statement"by BEA, Inc. (3/21/08) Environmental Permits: -UIC Class V Well Post-closure notification submittal -Aggregate Industries Soil Recycling Submittal/MA DEP Bill of Lading Laboratory Analytical Reports: Groundwater Analytical Laboratory (3/14/07 cc: Lieutenant Hubler -Hyannis Fire Department(Narrative,title page, site plan only) Thomas McKean- Barnstable Board of Health(Narrative,title page, site plan only) John Klimm- Barnstable Town Manager(Narrative,title page, site plan only) LIMITED REMOVAL ACTION COMPLETION STATEMENT SUPPORTING DOCUMENTATION MARCH 20, 2008 N/F Corson Cadillac Jeep 1040 Iyannough Rd., Hyannis, MA Project#13008-4847 Prepared By: BENNETT& O'REILLY, INC. 1573 Main Street-P.O. Box 1667 Brewster, MA 02631 David C. Bennett, LSP Prepared For: Everett H. Corson, Inc. C/o Mr. R. Kent Corson, Jr. 1040 Iyannough Rd. Hyannis, MA, 02601 APPENDIX A: Reference Plans -Locus Map (USGS Topographic Quad, Hyannis,MA, 1998) -Barnstable Assessors Map (excerpt) -Groundwater Contour Map (excerpt) -BWSC GIS Mapping -Site Plan "UIC Closure/LRA Completion Statement" by BENNETT ENVIRONEMTNAL ASSOCIATES, INC., dated March 20, 2008. APPENDIX B: Field Reports - Field Response Log APPENDIX C: Environmental Records/Permits -Aggregate Industries Receipts: Soil Recycling Submittal/Bill of Lading, BWSC 012A,B,C -UIC Class V Well Post-Closure Notification Package to DEP APPENDIX D: Laboratory Analysis - Groundwater Analytical, Inc. Laboratory Certificate of Analyses (3/14/08) APPENDIX E: Quality Assurance/Quality Control Plan NOTES TO THE FILE February 21, 2008 1040 Iyannough RD. Hyannis, MA Cynthia Martin, BOH Mario Bellando, Toyota Parts Service Director The three monitoring wells as described on the "Jack Carter" site plan, as provided in the UIC Closure Notification prepared by Bennett & O'Rielly, Inc. , were verified via a walk through of the property. Mr. Bellando was unsure if the leach pit had been removed, but will contact this office regarding such. The apparent location of the leach pit was not paved and is being used as an access drive between Hyannis Toyota, 1020 Iyannough Rd. and 1040 Iyannough Rd. According to Mr. Bellando the property is now owned by Jack Carter, the owner indicated on the Notification Form is Everett H. Corson, Inc. BENNETT ENVIRONMENTAL ASSOCIATES INC. k 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: UIC Program,DEP Boston Office February 4,2008 B008-4847 Attn:Ken Pelletier One Winter Street 6th Floor REGARDING: Boston,MA 02108 Underground Injection Control Closure Corson Cadillac,Jeep Sales&Service 1040 Iyannough Rd Hyannis,MA 02601 SHIPPING METHOD: Regular Mail ❑ Federal Express ❑ Certified Mail ❑X UPS ❑ Priority Mail ❑ Pick Up ❑ Ex ress Mail ❑ Hand Deliver ❑ COPIES DATE DESCRIPTION 1 UIC Class V Well Post-Closure Notification Form(original) 1 Topographic Map r 1 Site Plan 1 Laboratory Analytical[Groundwater Analytical, 1/9/08] 1 Transmittal Form for Permit Application and Payment(W 104278) --, 1 Copy of Check 4524($90.00) r"I r� Cl -7 For review and comment: ❑ For approval: As requested: ❑ For your use3 ❑ REMARKS: Ken, Please find enclosed a UIC Class V Well Post-Closure Notification Form,analytical data and associated peripherals for the above referenced project. Please call me directly if you have any questions. i cc. Kent Corson UIC Program(DEP SERO) Ed Jenkins-Barnstable Plumbing Inspector Thomas McKean-Barnstable Health Agent FRO John D.Tadema-Wielandt M: If enclosures are not as noted,kindly notify us at once Massachusetts Department of Environmental Protection Bureau of Resource Protection - Drinking Water Program Ll BRP WS 06 d W208178 UIC Class V Well Pre-Closure Notification Form- BRP WS-06d Transmittal Number and Registration Form for Facilities Closing Class V Wells not Previously Registered with the UIC Program See instructions Transaction Type ® Closure ❑ Partial Closure ❑ Closure/Replacement ® Registration A. Facility Information See Instructions N/F Corson Cadillac, Jeep Sales and Service 1040 lyannough Rd. (Rte. 132) Facility Name Facility Street Address Everett H. Corson, Inc. 5511 Company Name SIC Code# (MassDEP Use Only)Facility# Hyannis Barnstable MA 02601 City/Town County State Zip Code Not Applicable Not previously registerd Facility PWS ID#(if appropriate) UIC ID#(if previously registered with MassDEP) 508-775-3600 Not Applicable Facility Telephone Number Facility Email(optional) MAD 048273932 EPA Hazardous Waste Generator ID# EPA Hazardous Waste Generator ID# B. Owner/Operator Information See Instructions For modifications, enter new or revised information: Everett H. Corson, Inc. 1040 lyannough Rd. Name of Owner Address of owner(if different from facility) Hyannis MA 02601 City/Town State Zip Code Name of Operator(if different from owner) Address of operator(if different from facility) City/Town State City/Town Kent Corson 91 Wild Goose Way Legal Contact Address of legal contact Centerville MA 02632 City/Town State Zip Code- 508-776-4496 Legal Contact Phone# Legal Contact Fax# Ownership Type: Private: ❑ Industrial ® Commercial ❑ Non-profit ❑ Residential Public: ❑ Local ❑ Regional ❑ State ❑ Federal C. Injection Well Information See instructions- table at end Registration: ® Individual or ❑ Area 5X28 drywell/leachpit 1 Well Type Well Type Number of wells ws06d(Pre-Closure Notification&Registration).doc•rev.08/06 BRP WS 06d-UIC Class V Well Pre-Closure Notification Form Page 1 of 9 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Drinking Water Program BRP WS 06 d W208178 Transmittal Number UIC Class V Well Pre-Closure Notification Form- BRP WS-06d and Registration Form for Facilities Closing Class V Wells not Previously Registered with the UIC Program C. Injection Well Information (cont.) Well Construction (check all that apply) ® Drywell ❑ Septic Tank ❑ Cesspool ❑ Dug Well ❑ Improved Sinkhole ❑ Lag000n ❑ Drainfield/Leachfield ❑ Dustwater onto the ground or pit ❑ Leaching Catch Basin ❑ Infiltration Trench ❑ Drilled Well ❑ Other(describe): Motor vehicle wastes/washwater Type of discharge See instructions- Floor drains in service garage area table at end Source of water discharged to the well unknown 1976 1996 +/- Average flow(gallons per day) Year of well construction Year ceased using well Number of Entry Points to System before closure 5 Number of Entry Points proposed to be closed 5 Number of Entry Points to System after closure(need to be registered with 0 the UIC program) See instructions List any treatment devices in place or proposed prior to the injection point: None provided/floor drains connected to municipal sewer. Registration in preparation for abandonment. See instructions 27' +/- 200 +/- Depth to water table(feet) Depth to bedrock sandy fill -sand >1,250' Soil type(s)at side-e.g.,fill,sandy till,gravel,sand Distance to nearest private drinking water well(within 1250') >2,500' Mary Dunn PWS Well Distance to nearest Public Water Supply(within 2500') Name of nearest Public Water Supply D. Proposed Well Closure Activities Check all that apply. Well operation status: See instructions ❑Active ❑ Temporarily abandoned ❑ Active/Partial Closure ® Permanently abandoned/not reported previously Proposed date of well closure: February 2008 ws06d(Pre-Closure Notification&Registration).doc-rev.08/06 BRP WS 06d-UIC Class V Well Pre-Closure Notification Form Page 2 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Drinking Water Program Ll BRP WS06d W208178 UIC Class V Well Pre-Closure Notification Form- BRP WS-06d Transmittal Number and Registration Form for Facilities Closing Class V Wells not Previously Registered with the UIC Program D. Proposed Well Closure Activities (cont.) Proposed closure activities (check all that apply): ❑ Clean out well(s) ® Sample fluids/sediments ® Remove well(s) and any contaminated soil ® Appropriate disposal of remaining fluids/sediments ❑ Conversion to other well type ❑ Install permanent plug ❑ Partial Conversion to another well type ❑ Other(describe): Motor Vehicle Wastes-Washwater Source of injection fluid(#1) Source of injection fluid(#2) Source of injection fluid(#3) Source of injection fluid(#4) Petroleum Potential contaminant#1 Potential contaminant#2 Potential contaminant#3 Potential contaminant#4 E. Site Information See instructions Are there any other discharges on site? ❑ Yes ® No If yes, are they permitted with MassDEP? ❑ Yes ❑ No If no,are they registered with MassDEP as Class V ❑ Yes ❑ No wells? Please list the type or types of discharges: None-area sewered Check any of the following that apply to this site: a. ❑ Superfund site If yes,Federal ID# b. ❑ Bureau of Waste Site Cleanup Priority Site If yes,file number c. ❑ Bureau of Waste Site Cleanup Waiver Site If yes,file number Please provide a copy of the letter of authorization if applicable. See instructions If the site is currently being regulated by the Bureau of Waste Site Cleanup, check any of the following that apply: ❑ Incident Response ❑ Short Term Measure ws06d(Pre-Closure Notification&Registration).doc•rev.08/06 BRP WS 06d-UIC Class V Well Pre-Closure Notification Form Page 3 of 9 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Drinking Water Program B R P W S 06 d W208178 Transmittal Number UIC Class V Well Pre-Closure Notification Form- BRP WS-06d and Registration Form for Facilities Closing Class V Wells not Previously Registered with the UIC Program E. Site Information (cont.) Activity and use limitations: Confirm that the applicant has checked that the site does not have any activity restrictions with respect to limiting discharges on the site. ® No restrictions ❑ Restrictions (please explain; attach additional sheets if necessary): Location of Facility: Is the facility located on Native American lands? ❑ Yes ® No Latitude: 41 40 23 Longitude: 70 18 12 degrees min(') sec(") degrees min(') sec(") Latitude &Longitude are no longer optional data. See instructions Identify the method used for locatinq the latitude/longitude coordinates for the UIC Class V well(s): Type: ® Approximate location of point of UIC Class V well(s) ❑ Approximate center of drainfield(s) ❑ Approximate location of area wellfield(s) ❑ Approximate center of facility(ies) ❑Approximate center of area where discharges are located Accuracy: ® Estimated horizontal accuracy is less than +/-100 feet ❑ Estimated horizontal accuracy is less than +/-500 feet ❑ Estimated horizontal accuracy is less than +/- 1000 feet Provide a narrative description of the site and the feature to be permitted. As an example: "The site is on the west side of Main Street, the third building north of High Street. The disposal field lies 100 feet off the southwest corner of the building." The Site is on the north side of lyannough Road, approx. 1/4 mile west of the intersection of lyannough Rd. and Independence Dr. Leach pit is located in the eastern central portion of the Site. ws06d(Pre-Closure Notification&Registration).doc-rev.08/06 BRP WS 06d-UIC Class V Well Pre-Closure Notification Form Page 4 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Drinking Water Program BRP WS 06 d W208178 UIC Class V Well Pre-Closure Notification Form- BRP WS-06d Transmittal Number and Registration Form for Facilities Closing Class V Wells not Previously Registered with the UIC Program E. Site Information (cont.) Must be All additional information that is relevant to the installation or operation of this injection well and to the attached-see determination of its potential to endanger underground sources of drinking water USDWs instructions p 9 9 9 ( ) including a site map showing the facility and UIC well(s), on-site drinking water wells, all other on-site discharges and the drains leading to the well and/or drainage area served by the well. MSDS sheets for chemicals likely to be discharged into well must be submitted. Analytical data available on the discharge or raw water as applicable. E Map attached E Detail sheets attached E MSDS sheets attached E Other information attached Attach a map of the facility based on a USGS topographical map or MassGIS Color Ortho Photography that clearly indicates both your facility and the location of the discharge. The USGS topographical map is available at: http://maps.massqis.state.ma.us/MassGISTopos/viewer.htm or the Color Orthophotography at: http://maps.massgis.state.ma.us/MassGISColorOrthos/viewer.htm. Attach a site plan showing buildings, boundaries, abutting streets, location of test pits, location of all UIC wells, location of on-site drinking water wells, location of monitoring wells and a locus map. Attach a narrative description of the shallow injection well system and its major components. The description should contain a diagram including the plan view and cross sectional view of the shallow injection well system, indicating piping,junction boxes, tanks, and leachfields. Dimensions of all major components and design calculations must be included. Attach existing analytical testing data from the existing waste stream or raw water for expected contaminants in proposed waste stream, based on specified testing parameters. ws06d(Pre-Closure Notification&Registration).doc•rev.08/06 BRP WS 06d-UIC Class V Well Pre-Closure Notification Form Page 5 of 9 i LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Drinking Water Program B R P W S 06 d W208178 Transmittal Number UIC Class V Well Pre-Closure Notification Form- BRP WS-06d and Registration Form for Facilities Closing Class V Wells not Previously Registered with the UIC Program E. Site Information (cont.) Who must register: Any party who has discharged or is discharging to a Class V Well(s)as defined in 310 CMR 27.00 must apply except those listed as exempt from the registration requirement as per 310 CMR 27.07. (2) Groundwater Remediation Projects. Any injection into a Class IV or Class V injection well during a response action conducted or performed in accordance with the provisions of M.G.L, c. 21 E and the Massachusetts Contingency Plan, 310 CMR 40.0000, or for the purpose of remediation at a release site, pursuant to the provisions under the Comprehensive Environmental Response, Compensation, and Liability Act of 1980 (CERCLA), 42 U.S.C. 9601-9675, or pursuant to requirements and provisions under the Resource Conservation and Recovery Act (RCRA), 42 U.S.C. 6901-6992k shall be exempt from: (b)the registration requirements set forth in 310 CMR 27.08; 3) Registration. The following Class V injection wells are also exempt from the registration requirements of 310 CMR 27.08: (a)on-site subsurface sewage disposal systems used solely for the disposal of sanitary sewage and regulated under 310 CMR 15.000. (b) Class V injection wells permitted under 314 CMR 5.00. Any party closing a UIC Class V well that has not previously registered with the MassDEP UIC Program must register using the BRP WS-06d Pre-Closure Form. If you have not previously registered and you are closing the use of the well(s)for one (or more) uses but want to continue using the well(s)for one(or more) uses you must mark the top of this form by checking the box for"Transaction Type" - Partial Closure/Registration and attach the Pre-Closure Notification Form to this submittal. The Pre-Closure Notification Form must be submitted to the Boston Office.The Boston Office will forward the Pre-Closure form to the appropriate MassDEP Regional Office for those uses that you intend to discontinue to discharge to the Class V Well.All further communication on closure of the well(s)including filing of the Post- Closure document should be with the appropriate MassDEP Regional Office. If you have not previously Registered and you are converting the well from a"prohibited" use to a use that is"authorized by rule"you must mark the top of this form by checking the box for"Transaction Type"-Conversion and attach the Pre-Closure Notification Form for those uses that you intend to discontinue to discharge to the Class V Well. The Pre-Closure Notification Form must be submitted to the Boston Office.The Boston Office will forward the Pre-Closure form to appropriate MassDEP Regional Office for those uses that you intend to discontinue discharging to the Class V Well.All further communication on closure of the well(s)including filing of the Post-Closure document should be with the appropriate MassDEP Regional Office. If you are registering a well(s)at a residential structure (four units or fewer), the MassDEP UIC registration form WS-06e should be used instead of this one. Who must submit a notification form: If you are closing the well(s)and relocating the well(s)and are planning to have the same discharge (Well Code), you must mark the top of this form by checking the box for Relocation of Well(s) and attach to this submittal a Pre-Closure Form for the well(s) being closed. ws06d(Pre-Closure Notification&Registration).doc•rev.08/06 BRP WS 06d-UIC Class V Well Pre-Closure Notification Form Page 6 of 9 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Drinking Water Program S R P W S 06 d W208178 UIC Class V Well Pre-Closure Notification Form- BRP WS-06d Transmittal Number and Registration Form for Facilities Closing Class V Wells not Previously Registered with the UIC Program F. Affidavit I certify under penalty of law that I have personally examined and am familiar with the information submitted in this document and all attachments and based on my personal knowledge or inquiry of those individuals immediately responsible for obtaining the information, I believe the information is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including possible fines and imprisonment. I/we agree: 1. That the well(s) described herein will not be used for discharges other than those described above; 2. That I/we will notify the Massachusetts Drinking Water Program/UIC Program (on forms provided by the UIC program) if any of the information (including Ownership, Location or Type of discharge)for the above well(s)changes, but before the change (30 days minimum notice on ownership/operator and 60 day notice on all other changes); 3. That I/we will notify the Massachusetts Drinking Water Program/UIC Program (on forms provided by the UIC program—Pre-Closure Notification Form)when the above well(s) is no longer in use, but before abandonment and file a Post Closure Notification Form within seven days of completing the closure with the UIC program. 4. That I/we will maintain financial responsibility for the well described above; and That I/we ro(de a sam g tap (approved by MassDEP) and allow sampling at the point of injection. 1-7-(a -OT nature of Preparer Date R. Kent Corson, Jr. General Manager Printed Name of Preparer Position/Title ws06d(Pre-Closure Notification&Registration).doc-rev.08/06 BRP WS 06d-UIC Class V Well Pre-Closure Notification Form- Page 8 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Drinking Water Program BRP WS 06 d W208178 Transmittal Number UIC Class V Well Pre-Closure Notification Form- BRP WS-06d and Registration Form for Facilities Closing Class V Wells not Previously Registered with the UIC Program Questions Any questions may be directed to the UIC Program at(617) 348-4014 or to the UIC Contact at your Regional MassDEP Office. MassDEP UIC Webpage- http://www.mass.gov/dep/water/laws/uicqa.htm Submit Application to: MassDEP Drinking Water Program 1 Winter Street—6th Floor, Boston, MA 02108 Attn: UIC Program MAILING ADDRESSES UIC Program, MassDEP Northeast Regional Office(NERO), 205b Lowell Street, Wilmington, MA 01887 UIC Program, MassDEP Southeast Regional Office(SERO), 20 Riverside Dr., Lakeville, MA 02347 UIC Program, MassDEP Central Regional Office (CERO), 627 Main Street, Worcester, MA 01608 UIC Program, MassDEP Western Regional Office (WERO), State House West, 4th Floor, 436 Dwight Street, Springfield, MA 01103 UIC Program, MassDEP Boston Office, One Winter Street—6th Floor, Boston, MA 02108 SERVICE CENTER PHONE NUMBERS: Northeast Regional Office 978-694-3200 Southeast Regional Office 508-946-2714 Central Regional Office 508-792-7683 Western Regional Office 413-784-1100 ext. 214 Send duplicate copies of all forms to: Local Board of Health Local Plumbing Inspector ws06d(Pre-Closure Notification&Registration).doc-rev.08/06 BRP WS 06d-UIC Class V Well Pre-Closure Notification Form Page 9 of 9 1010 lgalatough Road--pannis;NFL- >1 455" 70 015" sp xr fir'I ir .Iry _^ Yr a( Q� , �i.' �i• ',�irf1lll 1 ¢f// �tL l� � �..� > �, ���� +. ;�: •�� fell __ _- j/, e `j f �`r rive heater ' '�97jf Ihy, it i Wr f 132 '4 f ■ (TV r� :� it all Wk Ltd' }� 41:*ff5l';70:19'15"N.-'_�93 4139']1". t0'lt'1 '` T\ 0 1 1 1 MILE 16`' 1000 0 1000 2000 3000 4000 FEET ?rir:od i'ravt ®?0!_51999 Wld?mt.r?roau�i+�c s(��zlt.ia o.cavY) FIGURE 1: The property at 1040 Iyannough Road is located along the north side of Iyannough Road (Route 132) in the Barnstable village of Hyannis, MA. The immediately surrounding area is characterized as highly developed with commercial-use properties along Route 132 including Hyannis Toyota, which conducts automotive sales and service on the easterly abutting property and an upgradient Texaco gas station. GROUNDWATER Groundwater Analytical,Inc. P.O.Box 1200 ANALYTICAL 228 Main Street Buzzards Bay,MA 02532 Telephone(508)759-4441 FAX(508)759-4475 www.groundwateranalytical.com January 9, 2008 Mr. David Bennett Bennett & O'Reilly, Inc. P.O. Box 1667 Brewster, MA 02631 LABORATORY REPORT Project: Carter-Corson/BO07-4824 Lab ID: 113815 Received: 12-28-07 Dear Dave: Enclosed are the analytical results for the above referenced project. The project was processed for Priority turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a sample receipt report detailing the samples received, a project narrative indicating project changes and non-conformances, a quality control report, and a statement of our state certifications. The analytical results contained in this report meet all applicable NELAC or NVLAP standards, except as may be specifically noted, or described in the project narrative. The analytical results relate only to the samples received. This report may only be used or reproduced in its entirety. attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. SincerelyVMager Eric H. Je Operatio EHJ/ajh Enclosures Page 1 of 22 ZROUNDWATER ANALYTICAL Sample Receipt Report Project: Carter-Corson/13007-4824 Delivery: GWA Courier Temperature: 4.3'C Client: Bennett&O'Reilly,Inc. Airbill: n/a Chain of Custody: Present Lab ID Field ID matrix Sai�pled, Meth6d- Not�s Con ID Container Vendor QC Lot Presery QC Lot Prep Ship Lab ID Field ID Mitrix Sarripled Me6od Notes EPA 8082 PCBs TPH by GC EPA 8015B Mod EPA 1010 Mod Ignitability EPA SW-846,Chp.7 Reactivity Con ID Container Vendor QC Lot Presery QC Lot Prep Ship Page 2of22 Groundwater 228 Main Street, Buzzards Bay, kxA02532 GROUNDWATER ANALYTICAL Data Certification Project: Carter-CorsonIB0074824 Lab ID: 113815 Client: Bennett&O'Reilly,Inc. Received: 12-28-07 16:08 MA DEP Compendium of Analytical Methods Project Location: n/a MA DEP RTN: n/a This Form provides certifications for the following data set: EPA 8260B: 113815-1 EPA 8082: 113815-2 EPA 601013: 113815-2 EPA 7470A/lA: 113815-2 Sample Matrices: Groundwater Soil/Sediment ()0 Drinking Water Other MCP SW-846 8260B (X) 8151A 8330 6010B (X) 7470A/1A (X) Methods Used 8270C ( ) 8081A VPH 6020A 9012A 2 As specified in MA DEP 8082 (X) 8021B EPH 7000 S3 Other Compendium of Analytical 1. List Release Track'ing Number(RTN),if known. Methods. 2. SW-846metl)od9ol2A(Equivalent to4Ol4)orMA DEP Physiologically Available Cyanide(PAC)Method- (check all that apply) 13. S-SW-846 Meihods 7000 Series.-List individual method and a-n'aly'te. An affirmative response to questions A,B,C and D is required for"Presumptive Certainty"status. A. Were all samples received by the laboratory in a condition consistent with that described on the Chain-of-Custody documentation for the data set? Yes B. Were all QA/QC procedures required for the specified analytical method(s) included in this report followed,including the requirement to note and discuss in a narrative QC data that did not meet appropriate performance standards or guidelines? Yes C. Does the analytical data included in this report meet all the requirements for"Presumptive Certainty,"as described in Section 2.0 of the MA DEP document CAM V1 I A,Quality Assurance and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data? Yes D. VPH and EPH methods only: Was the VPH or EPH method run without significant modifications,as specified in Section 11.3? Yes A response to questions E and F below is required for"Presumptive Certainty"status. E. Were all QC performance standards and recommendations for the specified methods achieved? No F. Were results for all analyte-list compounds/elements for the specified method(s)reported? No All No answers are addressed in the attached Project Narrative. 1,the undersigned,attest under the pains and penalties of perjury that,based upon my personal inquiry of those responsible for obtaining the information,the material contained in this analytical report is,to the best of my knowledge and belief,accurate and complete. Signature: Position: Operations Manager Printed Name: Eric H. n Date: 01-07-08 Page 3 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8260B TCL Volatile Organics by GC/MS Field ID: HB-1:0-1'(6-7'bgs) Matrix: Soil Project: Carter-Corson/13007-4824 Container: 40 mL VOA Vial Client: Bennett&O'Reilly,Inc. Preservation: Methanol/Cool Laboratory ID: 113815-1 QC Batch ID: VM1-2353-E Sampled: 12-28-07 09:30 Instrument ID: MS-1 HP 5890 Received: 12-28-07 16:08 Sample Weight: 16 g Analyzed: 01-02-08 15:14 Final Volume: 15 mL Analyst: LMG %Solids: 82 Dilution Factor: 1 CAS Number Analyte Concentration Notes Units Reporting Limit 74-87-3 Chloromethane BRL ug/Kg 570 75-01-4 Vinyl Chloride BRL ug/Kg 570 74-83-9 Bromomethane BRL ug/Kg 570 75-00-3 Chloroethane BRL ug/Kg 570 75-354 1,1-Dichloroethene BRL ug/Kg 1 290 67-64-1 Acetone BRL ug/Kg 2,900 75-15-0 Carbon Disulfide BRL ug/Kg 2,900 75-09-2 Methylene Chloride BRL ug/Kg 1,100 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 290 1634-044 Methyl tert-butyl Ether(MTBE) BRL ug/Kg 290 75-34-3 1,1-Dichloroethane BRL ug/Kg 290 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 290 78-93-3 2-Butanone(MEK) BRL ug/Kg 2,900 67-66-3 Chloroform BRL ug/Kg 290 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 290 56-23-5 Carbon Tetrachloride BRL ug/Kg 290 71-43-2 Benzene BRL ug/Kg 290 107-06-2 1,2-Dichloroethane BRL ug/Kg 290 79-01-6 Trichloroethene BRL ug/Kg 290 78-87-5 1,2-Dichloropropane BRL ug/Kg 290 75-27-4 Bromodichloromethane BRL ug/Kg 290 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 290 108-10-1 4-Methyl-2-Pentanone(MIBK) BRL ug/Kg 2,900 108-88-3 Toluene BRL ug/Kg 290 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 290 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 290 127-18-4 Tetrachloroethene BRL ug/Kg 290 591-78-6 2-Hexanone BRL ug/Kg 2,900 124-48-1 Dibromochloromethane BRL ug/Kg 290 108-90-7 Chlorobenzene BRL ug/Kg 290 100-41-4 Ethylbenzene BRL ug/Kg 290 108-38-3/10642-3 meta-Xylene and para-Xylene BRL ug/Kg 290 9547-6 ortho-Xylene BRL ug/Kg 290 100-42-5 Styrene BRL ug/Kg 290 75-25-2 Bromoform BRL ug/Kg 290 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 290 QC Surrogate Compound Spiked Measured Recovery QC Limits Dibromofluoromethane 2,500 2,600 106 % 70-130% 1,2-Dichloroethane-d4 2,500 2,400 96 % 70-130% Toluene-d8 2,500 2,900 114 % 70-130% 4-Bromofluorobenzene 2,500 2,700 107 % 70-130% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Sample preparation performed by EPA Method 5035A and EPA Method 5030B. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Page 4 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL ASTM Method D3328-00 (Modified) Hydrocarbon Fingerprint by GCIFID Field ID: 1-1113-1:0-11'(6-7'bgs) Matrix: Soil Project: Carter-Corson/BO07-4824 Container: 250 mL Amber Glass Client: Bennett&O'Reilly,Inc. Preservation: Cool Laboratory ID: 113815-2 QC Batch ID: HF-2770-M Sampled: 12-28-07 09:30 Instrument ID: GC4 HP 5890 Received: 12-28-07 16:08 Sample Weight: 15 g Extracted: 12-31-07 11:00 Final Volume: I mL Analyzed: 01-02-08 21:54 Dilution Factor: 10 Analyst: NS %Solids: 82 Qualitative Identification This sample has GC/FID characteristics that are similar to: 1. Petroleum products in the Lubricating Oil(n-C18 to n-C36) range. Analyte Concentratibn Notes Units. Reporting Limit Total Petroleum Hydrocarbons 8,500 mg/Kg 720 WSurrogateMeasured Compound Spiked Recov� QC LimitRecovery ortho-Terphenyl 3.2 1 n/a I d 60-140% Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Annual Book of ASTM Standards,Volume 11.02, American Society for Testing and Materials(2000). Method modified to quantify total petroleum hydrocarbons in the range n-C 9 through n-C 36. Results are quantified on the basis of a series of aromatic and aliphatic hydrocarbons,using 5-alpha-androstane as an internal standard. Sample extraction performed by microwave accelerated solvent technique. Results are reported on a dry weight basis. Report Notations: BRIL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. d Surrogate recovery not measurable due to required sample dilution. Page 5 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GRDUNDWATER ANALYTICAL ASTM METHOD D3328-00 (Modified) Hydrocarbon Fingerprinting by GC/FID Lab ID: 113815-02 Hydrocarbons Laboratory 1.0 0.8 0.6 0.4 0.2 0.0 0 5 10 15 20 25 30 35 40 45 Retention Time (Minutes) Page 6 of 22 r GROUNDWATER ANALYTICAL EPA Method 8082 Polychlorinated Biphenyls(PCBs)by GC/ECD Field ID: HB-1:0-1'(6-7'bgs) Matrix: Soil Project: Carter-Corson/6007-4824 Container: 250 mL Amber Glass Client: Bennett&O'Reilly,Inc. Preservation: Cool Laboratory ID: 113815-02 QC Batch ID: PB-2988-P Sampled: 12-28-07 09:30 Instrument ID: GC-11 Agilent 6890 Received: 12-28-07 16:08 Sample Weight: 15 g Extracted: 12-31-07 10:00 Final Volume: 1 mL Cleaned Up: 01-03-08 11:00 Percent Solids: 82 Analyzed: 01-04-08 16:07 Dilution Factor: 1 Analyst: CRL CAS Number Analyte Coiuentrition Notes`- Units Reporting Limit 12674-11-2 Aroclor 1016 BRL ug/Kg 95 11104-28-2 Aroclor 1221 BRL ug/Kg 95 11141-16-5 Aroclor 1232 BRL ug/Kg 95 53469-21-9 Aroclor 1242 BRL ug/Kg 95 1 2 6 72-29-6 Aroclor 1248 BRL ug/Kg 95 11097-69-1 Aroclor 1254 BRL ug/Kg 95 11096-82-5 Aroclor 1260 BRL ug/Kg 95 37324-23-5 Aroclor 1262 BRL ug/Kg 95 11100-14-4 Aroclor 1268 BRL ug/Kg 95 QC Surrogate Coinpoun& Spiked Measured Recovery QC Limits First Tetrachloro-m-xylene 16 12 75 % 30-150% Column Decachlorobiphenyl 16 14 89 % 30-150 Second Tetrachloro-m-xylene 16 9 54 % 30-150% Column Decachlorobiphenyl 16 9 58 % 30-150% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Sample extraction performed by EPA Method 3545. Cleanup performed by EPA Method 3660E and EPA Method 3665A. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Non-target analyte. Result is based on a single mid-range calibration standard. Page 7 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 i 4. GROUNDWATER ANALYTICAL Trace Metals Field ID: HB-1:0-1'(6-7'bgs) Matrix: Soil Project: Carter-Corson/BO07-4824 Container: 250 mL Amber Glass Client: Bennett&O'Reilly,Inc. Preservation: Cool Laboratory ID: 113815-2 Percent Solids: 82 Sampled: 12-28-07 09:30 Received: 12-28-0716:08 Analysis Method QC Batch ID Prep Method Preoared Sample Weight Instrument ID Analyst EPA 6010131 MB-01359-S EPA 3050E 12-31-07 07:34 0.514 g I0-1 PE 3000 MWR EPA 7471AZ MP-2238-S EPA 7471A 01-02-08 08:20 0.6 g NM-1 PEFIMS MFP CAS Number Analyte Concentration. Noies Units Reporting Limit DF Analyied Method 7440-38-2 Arsenic,Total BRL mg/Kg 3.6 1 01-02-08 16:04 EPA 6010B1 7440-43-9 Cadmium,Total 7.1 mg/Kg 0.59 1 01-02-08 16:04 EPA 601061 7440-47-3 Chromium,Total 30 mg/Kg 12 1 01-02-08 16:03 EPA 60108' 7439-92-1 Lead,Total 150 mg/Kg 12 1 01-02-08 16:04 EPA 6010B1 7439-97-6 Mercury,Total 0.19 mg/Kg 0.021 1 01-02-08 16:07 EPA 7471A2 Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. Page 8 of 22 Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532 ............. GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: H B-1:0-l'(6-7'bgs) Matrix: Soil Project: Carter-CorsonIB007-4824 Received: 12-28-07 16:08 Client: Bennett&O'Reilly,Inc. Lab 11): 113815-02 Sampled: 12-28-07 09:30 %Solids: 82 Container: 250 ml.Amber Glass Preservation: Cool Analyte Result Units RL of weight Arialyied'. QC Hatch , Mit6ocl, Irist Analyst Corrosivity(as pH) 6.8 pH NA 1 20 g 01-07-08 10:00 PH-0900-S EPA 9045C 2 JK Ignitability(as Flashpoint) >165 OF 70 1 100 g 01-07-08 10:00 FP-0901-S EPA 1010 Mod 3 JK Reactive Cyanide BRL mg/Kg 50 1 lOg 01-07-08 10:00 RC-0797-S SW-846 Chp.7.3.3 1 JK Reactive Sulfide BRL mg/Kg 100 1 10g 01-07-08 10:00 RS-0797-S SW-846 Chp.7.3.4 n/a JK Method Reference: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020(Revised 1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA,EPA/600/R-93/100(1993),and Standard Methods for the Examination of Water and Wastewater,APHA,Twentieth Edition(11998),and Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update 111(1996). Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. RL Reporting Limit. DF Dilution Factor. 1 Instrument ID: Milton Roy Spectron ic 401 2 Instrument ID: Accumet AR50 3 Instrument ID: Boekel 152800 Flash Point Tester Page 9 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER 'ANALYTICAL Project Narrative Project: Carter-Corson/BO07-4824 Lab ID: 113815 Client: Bennett&O'Reilly, Inc. Received: 12-28-07 16:08 A. Documentation and Client Communication The following documentation discrepancies,and client changes or amendments were noted for this project: 1 . No documentation discrepancies,changes,or amendments were noted. B.Method Modifications,Non-Conformances and Observations The sample(s) in this project were analyzed by the references analytical method(s),and no method modifications, non-conformances or analytical issues were noted,except as indicated below: �✓ 1 . EPA 601013 Note:Samples 113815-02.Sample was analyzed for selected target analytes,as requested by client. NV q "Y` 1� 2 . EPA 8260B Non-conformance: Sample 1 1 3 81 5-01. Laboratory control sample(LCS)analyte Methyl-2-Pentanone +&V!+ WIVS was above recommended recovery limits for QC batch VM1-2353-E. 3 . TPH by GC/FID Note: Sample 113815-02.Sample was diluted prior to analysis. Dilution was required due to presence of target interference. 4. EPA 8260E Note:Samples 113815-01.Sample was analyzed for only selected target analytes,as requested by client. 5 . TPH by GUFID Non-conformance: Sample 113815-02.Sample did not have measureable surrogate recoveries due to required sample dilution. Page 10 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 • ti , .fl 7rt', IA r 1 � 228 MalnBtreet„P.O.Box120D .GRQUND.WATER Buzzants`Bay,MA 02532 CHAIN-OF-CUSTODY.RECORD �'• }. ANALYFICAC wtavwgroundwateranalttical.FAX (508)]59 aa75 AND WORK ORDER P.roJed:Name: Firm: TURNAROUND ANALYSIS REQUEST 1 (•k,(- , f5o lK. 6C u°I,mr� SemholeOlnr P�NIerOPCer Neuu rn�lw.0 ra.mo, xar ceua tceumut� oln.r ❑ STANDARD(10�Business Days), , , ,, W.M. t)i;1 Project Number: Address: �{PRIORITY(5 Business Days) `e `e o 9 TF (err•-�/,�� •--/� 2 C 1 ❑ RUSH(RAN- 1 0. ., s $ a ;I a 4 M :i��¢ t 0 /- 492.1 t57 J u J�.J}• o. K f 6G7 IRu h mqu6us Rush Aulhonxelion Numborf l J w 3 ❑ ❑ g S z' Sampler Name: City!Slate/Zip: A!.Please Email to: ,J o 3�L•J (W,t wsfc r� Ak oZ63 ( El Please FAX to: a pk a ;�[ Project Manager: Telephone: f r BILLING u Eli CI U = ❑ Q g is AI- Purchase Order No.: g ❑ z tJl/l,tn 'rV \- V 36 ❑Third Party Billing; �� � �� _ � d & W , ❑ � a � rr � INSTRUCTIONS:Use separate line for each container(except replicates). o• GWAQuote; ❑ r, a Sampling Matrix Type Contalner(s), 12 Preservation Flll.r ❑ ❑ ❑ ❑ ❑ n n s e n ? a g ❑ 8 if f,! SAMPLEfi � a � � .8 s i LABORATORY _ e �a g �• g ' c u -' �_ L 3-1 0 IDENTIFICATION o f �., 2 g a .�. 6 NUMBER a a a B P '�' $5 � n L t a _ (LablUse:Only) p K g e S' s a S a ° s c s s �' _ �3 o ', "d e ❑ ❑ I a Eta o � g a tx ash g ra = _a � s _ � g §li � ' 'Sg 7 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Cl ❑ IJ[t❑L` �] p r n 71 L ❑ o u❑ = a ❑Room �❑.❑ _ L'1 17 iJ O .a If I: ) y ,. .-,n r.'• . C..� �.':k �d+r�a�1 + �� _'� ._+ �� :..+.. ��,e• r^„+r�s•,,:`'fia' '.:ai� ��? ���:s,,..:,r �� �d�6ii �+� �tl'���c �>' Q�fi tit r'E 14 61010 910 i -40' ."a ;r'•-;,�'. a rrir: k i'7 1� iStl 11 WTC3 + d iH i tim �tf��sqay: j"� ¢� g�a$�j;jr� , {r$ $,�$��j %�.�r�� � yq� �yp� s�{.� , $� �f {���/ y tit741r 9" 8�£ Alt Jr.�' ILA Tr�!�k'C� r�i Y17'�71 C,�1f ti '} w47LS7wA WF'.wR:.- t �r 4F.' S...:i0'^{>t 'fir 1r M a..», :.Lin 9r1I�4` T r �R'A M` '(}. R'C.�k" 49 i�.= f 4i C„ii REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD •YES❑NO MCP Data Certification required. Regulatory Program Project.Specific QC: NO I samples aubmllted subject to Standard Terms and Conditions on reverse hereof. CY.ES XNO MCP Drinking Water Sample Included. State Standard Deliverables Many regulatory programs and EPA methods require project Ref a b S r: t Date rune eve ,) (ZfI y' eceip7empommre: (volatile analyses require duplicate collection andTrlp.Blanks) specific OC.Project specific OGincludes Sample Duplicates, '?• ` Q' J;'GS Q{❑,�,r ,;�;; ❑CT MCP GW-1lS-1 ❑PWS Form Matrix Spikes.end/or Matrix Spike Duplicates.Laboratory Oq is pBiP1a0 ... P p P: ry Z s-s•c a«°„m°.,wa .tit C Analyze DQglicates and Trips Blanks Only if positive results. C ME ❑MCP GW2/S-2 ❑MWRA not project specific unless prearranged.Project specific OC sample redo r sample Each MS D rp D Tlme Re ned by: Container Count. ,j;;•� MA ❑NYSTARS ❑ P are charged n e per mp basis.E MS and Sample Duplicate requires an additional sample all uot. Z 0� %! P P q P 9 2 v (� 'N Drinking r t ( 1 C H CDd n Water 1 ,isn YES 9 C � rtllicallon required. a• j C NY �]Waslewater project Specific CC Required Selection of CC Sample ed by: Dale Time Received by Laboratory: NumbShippingiAirblll 1 P q P Number. Signature Q RI ❑Waste.Disposal ❑Sample Duplicate ❑Please use sample: 4` r G VT ❑Dredge Material ❑Matrix Spike k , I N g Melhal of Shipment.�j GWA Courier❑Express Mall[Federal Express Custody Seel ❑_ ❑ O Matrix Spike Duplicate Number: ,N ❑UPS❑Hand❑ II 1. !1 ii fy >Ig:e GROUNDWATER ANALYTICAL Quality Assurance/Quality Control A. Program Overview Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPS) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GC/MS sequences, all sequences close with a continuing calibration standard. GUMS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period,whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank,one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. B. Definitions Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Page 12 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 . ... .._.... _ _.__ : .. . .. _ _ _ _ _ . .. .. . ... . .... .. . ... ..... ...... . .. .. . .. . ..... . . . .. . . . ._. . . . . . . . ... .. . .. . . .... . .. GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Sample Category: EPA 8015B Mod TPH Instrument ID: GC4 HP 5890 QC Batch ID: HF-2770-M Extracted: 12-31-07 11:00 Matrix: Soil Analyzed: 01-02-08 17:27 Units: mg/Kg Analyst: NS Analyte Spiked Measured Recovery QC Limits Fuel Oil No.2 130 130 97 % 60-140% QC Surrogate Compound Spiked Measured Recovery QC Limit's ortho-Terphenyl 2.7 2.3 87 % 60-140% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Method modified to quantify total petroleum hydrocarbons in the range n-C 9 through n-C 36. Results are quantified on the basis of a series of aromatic and aliphatic hydrocarbons,using 5-alpha-androstane as an internal standard. Sample extraction performed by EPA Method 3546. Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Page 13 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Z. GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: EPA 8015B Mod TPH Instrument ID: GC4 HP 5890 QC Batch ID: HF-2770-M Extracted: 12-31-07 11:00 Matrix: Soil Analyzed: 01-02-08 16:32 Analyst: NS Analyte Concentration Notes Units Reporting Limit Total Petroleum Hydrocarbons BRL mg/Kg 60 QC Surrogate Compound I Spiked Measured` Recovery QC Limits ortho-Terphenyl 1 2.7 1 2.0 1 75 % 60-140% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Method modified to quantify total petroleum hydrocarbons in the range n-C 9 through n-C 36. Results are quantified on the basis of a series of aromatic and aliphatic hydrocarbons,using 5-alpha-androstane as an internal standard. Sample extraction performed by EPA Method 3546. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Page 14 of 22 Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Samples LCS LCSD Category: EPA 8082 Instrument ID: GC-11 Agilent 6890 Instrument ID: GC-11 Agilent 6890 QC Batch ID: PB-2988-P Extracted: 12-31-07 10:00 Extracted: 12-31-07 10:00 Matrix: Soil Cleaned Up: 01-03-08 11:00 Cleaned Up: 01-03-08 11:00 Units: ug/Kg Analyzed: 01-04-08 15:20 Analyzed: 01-04-08 15:44 Analyst: CRIL Analyst: CRIL LCS; LCSD6plicate CAS Number Analyte Spiked measured kee6Ver"y Spiked Measuied Gko-very. RPW. QC Limits �'2- Ui C61' Ud Col 1'i c.1 Ud Cal 1si 61 god Col 1st C.1 2nd Col Spi6;' RPD 270 73-k 81% 4% 4-A 40-140% 30% 1 26 74-1 1-2 Aroclor 1016 -330 5�1 2dl8SO�l 76% 94% 330 240 270 % 11096-82-5 Aroclor 1260 330 27�0 81% 81% 330 270 270 80% 81% 1% 40-140% 30% QC Surrogate Compound Surrogate Recovery 6C Limits Tetrachloro-m-xylene 13 11 11 84% 82% 13 10 10 77% 1 76% 30-150% Decachlorobiphenyl 13 12 11 89% 80% 13 12 11 90% 1 80% 30-150% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update 111(1996). Sample extraction performed by EPA Method 3545. Cleanup performed by EPA Method 3660B and EPA Method 3665A. Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Page 15 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: EPA Method 8082 Instrument ID: GC-11 Agilent 6890 QC Batch ID: PB-2988-P Extracted: 12-31-07 10:00 Matrix: Soil Cleaned Up: 01-03-08 11:00 Analyzed: 01-04-08 14:57 Analyst: CRL CAS Number Analyte Concentration Notes Units Reportingiimit 12674-11-2 Aroclor 1016 BRL ug/Kg 80 11104-28-2 Aroclor 1221 BRL ug/Kg 80 1 1 1 41-1 6-5 Aroclor 1232 BRL ug/Kg 80 53469-21-9 Aroclor 1242 BRL ug/Kg 80 1 2 6 72-2 9-6 Aroclor 1248 BRL ug/Kg 80 11097691 Aroclor 1254 BRL ug/Kg 80 11096-82-5 Aroclor 1260 BRL ug/Kg 80 3 73 24-2 3-5 Aroclor 1262 r BRL ug/Kg 80 11100-14 4 Aroclor 1268 r BRL ug/Kg 80 QC Surrogate Compound Spiked Measured Recovery QC Limits First Tetrachloro-m-xylene 13 11 80 % 30-150% Column Decachlorobiphenyl 13 12 92 % 30-150% Second Tetrachloro-m-xylene 13 11 84 % 30-150°! Column Decachlorobiphenyl 13 10 78 % 30-150% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-646,Third Edition,Update III(1996). Sample extraction performed by EPA Method 3545. Cleanup performed by EPA Method 3660B and EPA Method 3665A. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Non-target analyte. Result is based on a single mid-range calibration standard. Page 16 of 22 Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Samples Category: Metals- Matrix: Soil Units: mg/Kg Sample Type Method OC Batch ID Pren Method r are Analyzed Instrument ID Analyst LCS EPA 6010B MB-1359-SL EPA 3050B 12-31-07 00:00 01-02-08 15:51 ICP-1 PE 3000 MWR LCS EPA 7471A MP-2238-SL EPA 7471A 01-02-08 08:20 01-02-08 16:01 CVAA-1 PE FIMS MFP LCSD EPA 6010E MB-1359-SL EPA 3050E 12-31-07 00:00 01-02-08 16:00 ICP-1 PE 3000 MWR LCSD EPA 7471A MP-2238-SL EPA 7471A 01-02-08 08:20 01-02-08 16:04 CVAA-1 PE FIMS MFP LCS LCS Duplicate YC Limits. Method CAS Number Analyte +- Q spiked. Measured Recovery Spiked Measured Recovery RPD^ LCS' RPD^ 7440-38-2 Arsenic 89 98 110% 89 100 116% 3% 81-119% 30% EPA 6010B 7440-43-9 Cadmium 74 69 93% 74 75 100% 4% 85-70% 30% EPA 60106 744047-3 Chromium 98 110 107% 1 98 110 114% 3% 79-121 % 30% EPA 60108 7439-92-1 Lead 89 100 113% 89 110 119% 3% 82-118% 30% EPA 601oB 7439-97-6 Mercury 4.47 4.4 98% 4.47 1 4.6 103% 2% 66-133% 30% EPA 7471A Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Page 17 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 T. GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: Metals Matrix: Soil Analysis Method OC Batch ID Pren Method Prepared Sarnnle Volume Instrument ID Analy EPA 601 OB MB-1359-SB EPA 3050E 12-31-07 00:00 0.5 g 1CP-1 PE 3000 MWR EPA 7471 A MP-2238-SB EPA 7471A 01-02-08 08:20 0.6 g CVAA-1 PE FIMS MFP CAS Number- Analyte ConceAf;ati&n Notes Lnits Reporting Limit DF Analyzed, Mkli6d. 7440-38-2 Arsenic BRL mg/Kg 3.0 1 01-02-08 15:48 EPA 601013 7440-43-9 Cadmium BRL mg/Kg 0.5 1 01-02-08 15:48 EPA 6010B 7440-47-3 Chromium BRL mg/Kg 10 1 01-02-08 15:47 EPA 601013 7439-92-1 Lead BRL mg/Kg 10 1 01-02-08 15:48 EPA 601 OB 7439-97-6 Mercury BRL mg/Kg 0.017 1 01-02-08 16:01 EPA 7471 A Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update 111(1996). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. Page 18 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 1 7, GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Samples LCS. LCSD Category: EPA Method 8260B TCL Instrument ID: MS-1 HIP 5890 Instrument ID: MS-1 HIP 5890 QC Batch ID: VMI-2353-E Analyzed: 01-02-08 05:45 Analyzed: 01-02-08 07:50 Matrix: Soil Analyst: LMG Analyst: LMG Units: ug/Kg � CAS Number Analyte Les 04lieke QC L-4h Spiked Measured eZui�d Spike',' '.'RPD Recovery S'p4e M RPD'd -1. ecovery, 74-87-3 Chloromethane 2,500 2,400 96% 2,500 2,600 104% 8 % 70-130% 25% 75-01-4 Vinyl Chloride 2,500 2,800 Ill % 2,500 2,500 102 % 8% 70-130% 25% 74-83-9 Bromomethane 2,500 2,400 96% 2,500 2,500 101 % 5 % 70-130% 25% 75-00-3 Chloroethane 2,500 3,100 124% 2,500 3,100 122 % 2 % 70-130% 25% 1 75-35-4 1,1-Dichloroethene 2,500 2,600 105 % 2,500 1 2,500 99 % 5 % 70-130% 25% 67-64-1 Acetone 5,000 5,300 107% 5,000 5,400 108 % 1 % 70-130% 25% 75-15-0 Carbon Disulfide 5,000 3,900 78% 5,000 3,800 76% 2 % 70-130% 25% 75-09-2 Methylene Chloride 2,500 2,500 99% 2,500 2,600 105% 6% 70-130% 25% 156-60-5 trans-1,2-Dichloroethene 2,500 2,600 103% 2,500 2,600 104% 2 % 70-130% 25% 1634-04-4 Methyl tert-butyl Ether(MTBE) 2,500 1 2,800 113% 1 2,500 2,900 116% 3 % 70-130% 25% 75-34-3 1,1-Dichloroethane 2,500 2,800 114% 1 2,500 2,900 118 % 4 % 70-130% 25% 156-59-2 cis-1,2-Dichloroethene 2,500 2,600 102 % 2,500 2,800 110 % 7% 70-130% 25% 78-93-3 2-Butanone(MEK) 5,000 6,200 125% 5,000 6,400 128% 3% 70-130% 25% 67-66-3 Chloroform 2,500 2,800 112% 2,500 2,900 115 % 2 % 70-130% 25% 71-55-6 1,1,1-Trichloroethane 2,500 2,700 108% 2,500 2,700 107% I % 70-130% 25% 56-23-5 Carbon Tetrachloride 2,500 2,700 109-A 2,500 2,500 99% 9 % 70-130% 25% 7143-2 Benzene 2,500 2,800 113% 2,500 2,800 110 % 3 % 70-130%1 25% 107-06-2 1,2-Dichloroethane 2,500 2,700 110 % 2,500 3,000 118 % 8 % 70-130% 25% 79-01-6 Trichloroethene 2,500 2,500 101 % 2,500 2,600 105 % 4 % 70-130% 25% 78-87-5 1,2-Dichloropropane 2,500 3,000 118% 2,500 2,900 117% 1 % 70-130% 25% 75-27-4 Bromodichloromethane 2,500 2,900 116% 2,500 3,100 124% 7% 70-130% 25% 10061-01-5 cis-1,3-Dichloropropene 2,500 2,900 116%6 2,500 3,000 121 % 4% 70-130% 25% 108-10-1 4-Methyl-2-Pentanone(Mll3K) 5,000 7,400 149% q 5,000 7,200 143 % q 4 % 70-130% 25% 108-88-3 Toluene 2,500 2,600 105 % 2,500 2,700 107% 2 % 70-130% 25% 10061-02-6 trans-1,3-Dichloropropene 2,500 1,800 72% 2,500 2,200 87% 19% 70-130% 25% 79-00-5 1,1,2-Trichloroethane 2,500 2,100 84% 2,500 2,200 87% 3% 70-130% 25% 127-184 Tetrachloroethene 2,500 2,000 79% 2,500 2,000 81 % 3 % 70-130% 25% 591-78-6 2-Hexanone 5,000 5,000 100% 5,000 5,400 108 % 7% 70-130% 25% 124-48-1 Dibromochloromethane 2,500 2,100 84% 2,500 2,300 91 % 8% 70-130% 25% 108-90-7 Chlorobenzene 2,500 L32120900 79% 2,500 , 2,100 84% 6% 70-130% 25% 100414 Ethylbenzene 2,500 1 2,100 86% 2,500 2,200 87% 2 % 70-130% 25% 10&38-31106-42-3 meta-Xylene and para-Xylene 5,000 4,200 85 % 5,000 4,500 91 % 7% 70-130% 25% 95-47-6 ortho-Xylene 2,500 2,300 90% 2,500 2,4004 94% 5 % 70-130% 25% 100-42-5 Styrene 2,500 2,000 78% _T500 2,200 87% 11 % 70-130% 25% 75-25-2 Bromoforrn 2,500 2,100 83% 2,500 2,300 93% 11 % 70-130% 25% 79-34-5 1,1,2,2-Tetrachloroethane 2,500 2,400 95% 2,500 2,500 101 % 6% 70-130% 25-1. ec'very Recovery QC Limits QC Surrogate Compound Spiked Measured Recovery Spiked Measuredl .1. Dibromofluoromethane 2,500 2,400 97% 2,500 2,700 107% 70-130% 1,2-Dichloroethane-d4 2,500 2,300 93% 2,500 2,600 103 % 70-130% Toluene-de 2,500 2,600 104% 2,500 2,800 ill % 70-130% 4-Bromofluorobenzene 2,500 2,400 95% 2,500 2,600 103% 70-130%. Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW846,Third Edition,Update Ill(1996). Sample preparation performed by EPA Method 5035A. Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. q Recovery outside recommended limits. Page 19 of 22 Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532 I GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: EPA Method 8260E TCL Instrument ID: MS-1 HP 5890 QC Batch ID: VM1-2353-E Analyzed: 01-02-08 09:17 Matrix: Soil Analyst: LMG CAS Number- Analyte Con"centfation.: Notes Units Reporting Limit 74-87-3 Chloromethane BRL ug/Kg 500 75-01-4 Vinyl Chloride BRL ug/Kg 500 74-83-9 Bromomethane BRL ug/Kg 500 75-00-3 Chloroethane BRL ug/Kg 500 75-35-4 1,1-Dichloroethene BRL ug/Kg 250 67-64-1 Acetone BRL ug/Kg 2,500 75-15-0 Carbon Disulfide BRL ug/Kg 2,500 75-09-2 Methylene Chloride BRL ug/Kg 1,000 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 250 1634-04-4 Methyl tert-butyl Ether(MTBE) BRL ug/Kg 250 75-34-3 1,1-Dichloroethane BRL ug/Kg 250 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 250 78-93-3 2-Butanone(MEK) BRL ug/Kg 2,500 67-66-3 Chloroform BRL ug/Kg 250 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 250 56-23-5 Carbon Tetrachloride BRL ug/Kg 250 71-43-2 Benzene BRL ug/Kg 1 250 107-06-2 1,2-Dichloroethane BRL ug/Kg 250 79-01-6 Trichloroethene BRL ug/Kg 250 78-87-5 1,2-Dichloropropane BRL ug/Kg 250 75-274 Bromodichloromethane BRL ug/Kg 250 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 250 108-10-1 4-Methyl-2-Pentanone(MIRK) BRL ug/Kg 2,500 108-88-3 Toluene BRL ug/Kg 250 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 250 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 250 127-18-4 Tetrachloroethene BRL ug/Kg 250 591-78-6 2-Hexanone BRL ug/Kg 2,500 124-48-1 Dibromochloromethane BRL ug/Kg 250 108-90-7 Chlorobenzene BRL ug/Kg 250 100-41-4 Ethylbenzene BRL ug/Kg 250 108-38-3/106-42-3 meta-Xylene and para-Xylene BRL ug/Kg 250 95-47-6 ortho-Xylene BRL ug/Kg 250 100-42-5 Styrene BRL ug/Kg 250 75-25-2 Bromoform BRL ug/Kg 250 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 250 QC Surrogate Compound Spiked Measured Recovery QC Limits Dibromofluoromethane 2,500 2,900 116 % 70-130% 1,2-Dichloroethane-d4 2,500 2,500 100 % 70-130% Toluene-d8 2,500 3,000 119 % 70-130% 4-Bromofluorobenzene 2,500 3,200 129 % 70-130% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Sample preparation performed by EPA Method 5035A. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Page 20 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 f GROUNDWATER ANALYTICAL Certifications and Approvals Groundwater Analytical maintains environmental laboratory certification in a variety of states. Copies of our current certificates may be obtained from our website: http://www.grou ndwateranalZi cal.com/q uaI ifications.htm MAINE Department of Environmental Protection,LB-0072 Asbestos Analytical Laboratory(Bulk) MASSACH USETTS Department of Environmental Protection, M-MA-103 Potable Water and Non-Potable Water http://public.dep,state.ma.us/labcerfAabcert.aspx Department of Labor, Asbestos Analytical Services,Class A Division of Occupational Safety, AA000195 http://www.mass.gov/dos/forms/la-rpt�_list—aa.pdf NIST NATIONAL VOLUNTARY LABORATORY ACCREDITATION PROGRAM(NVLAP) NVLAP Lab Code 200751-1 Bulk Asbestos Fiber Analysis(PLM) http://ts.nist.gov/Standards/scopes/plmtm.htm RHODE ISLAND Department of Health, Potable and Non-Potable Water Microbiology,Organic and Inorganic Chemistry Division of Laboratories, LA000054 http://www.health.ri.gov/labs/outofstatelabs.pdf Department of Health, Asbestos Analytical Service,Polarized Light Microscopy(PLM) Office of Occupational and Radiological Health,AAL-110B3 http://www.health.ri.gov/envi ronment/occupational/asbestosA icensees/AsbestosAnalytical Labs.pdf U.S. DEPARTMENT OF AGRICULTURE USDA,Soil Permit, S-53921 Foreign soil import permit Page 21 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 r GROUNDWATER ANALYTICAL Certifications and Approvals __ _ __ __ __ _ _ _ -aifm_.-.. NIASSACHUSETTS � __ ` � "�� � `"�' .�..��-'� ����"�Department�of Environmental Protectiori,-M=Iv1A=103 Groundwater Analytical maintains MassDEP environmental laboratory certification for only the methods anc analytes listed below. Analyses for certified analytes are conducted in accordance with MassDEP certificatior standards,except as may be specifically noted in the project narrative. Potable Water(Drinking Water) Non-Potable Water(Wastewater) Analyte Method Analyte Method 1,2-Dibromo-3-Chloropropane EPA 504.1 Chemical Oxygen Demand SM 5220-D 1,2-Dibromoethane EPA 504.1 Chlordane EPA 608 Alkalinity,Total S1vl 2320-B Chloride EPA 300.0 Antimony EPA 200.9 Chlorine,Total Residual SM 4500-CL-G Arsenic EPA 200.9 Chromium EPA 200.7 Barium EPA 200.7 Cobalt EPA 200.7 Beryllium EPA 200.7 Copper EPA 200.7 Cadmium EPA 200.7 Copper EPA 200.9 Calcium EPA 200.7 Cyanide,Total Lachat 10-204-00-1-A Chlorine,Residual Free SM 4500-CL-G DDD EPA 608 Chromium EPA 200.7 DDE EPA 608 Copper EPA 200.7 DDT EPA 608 Cyanide,Total Lachat 10-204-00-1-A Dieldrin EPA 608 E.Coli EC-MUG SM 9221-F Fluoride EPA 300.0 E.Coli Enz.Sub.SM 9223 Hardness(CaCO3),Total EPA 200.7 E.Coli NA-MUG SM 9222-G Hardness(CaCO3),Total SM 2340-B Fecal Coliform MF SM 9222-D Heptachlor EPA 608 Fluoride EPA 300.0 Heptachlor Epoxide EPA 608 Fluoride SM 4500-F-C Iron EPA 200.7 Heterotrophic Plate Count SM 9215-B Kjeldahl-N Lachat 10-107-06-02-D Lead EPA 200.9 Lead EPA 200.7 Mercury EPA 245.1 Lead EPA 200.9 Nickel EPA 200.7 Magnesium EPA 200.7 Nitrate-N EPA 300.0 Manganese EPA 200.7 Nitrate-N Lachat 10-107-04-1-C Mercury EPA 245.1 Nitrite-N EPA 300.0 Molybdenum EPA 200.7 Nitrite-N Lachat 10-107-04-1-C Nickel EPA 200.7 Perchlorate EPA 314.0 Nitrate-N EPA 300.0 pH SM 4500-H-B Nitrate-N Lachat 10-107-04-1-C Selenium EPA 200.9 Non-Filterable Residue SM 2540-D Sodium EPA 200.7 Oil and Grease EPA 1664 Sulfate EPA 300.0 Orthophosphate Lachat 10-115-01-1-A Thallium EPA 200.9 pH SM 4500-H-B Total Coliform Enz.Sub.SM 9223 Phenolics,Total Lachat 10-210-00-1-B Total Coliform MF SM 9222-B Phosphorus,Total Lachat 10-115-01-1-C Total Dissolved Solids SM 2540-C Phosphorus,Total SM 4500-P-B,E Trihalomethanes EPA 524.2 Polychlorinated Biphenyls(Oil) EPA 600/4-81-045 Turbidity SM 2130-B Polychlorinated Biphenyls(Water) EPA 608 Volatile Organic Compounds EPA 524.2 Potassium EPA 200.7 Selenium EPA 200.7 Non-Potable Water(Wastewater) Selenium EPA 200.9 Analyte Method Silver EPA 200.7 Sodium EPA 200.7 Aldrin EPA 608 Specific Conductivity SM 2510-B Alkalinity,Total Lachat 10-303-31-1-A Strontium EPA 200.7 Aluminum EPA 200.7 Sulfate EPA 300.0 Ammonia-N Lachat 10-107-06-1-B Thallium EPA 200.7 Antimony EPA 200.7 Thallium EPA 200.9 Antimony EPA 200.9 Titanium EPA 200.7 Arsenic EPA 200.7 Total Dissolved Solids SM 2540-C Arsenic EPA 200.9 Total Organic Carbon SM 5310-8 Beryllium EPA 200.7 Vanadium EPA 200.7 Biochemical Oxygen Demand SM 5210-B Volatile Aromatics EPA 602 Cadmium EPA 200.7 Volatile Aromatics EPA 624 Calcium EPA 200.7 Volatile Halocarbons EPA 624 Zinc EPA 200.7 Page 22 of 22 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 Enter your transmittal number 10 W104278 Transmittal Number Ll Your unique Transmittal Number can be accessed online: http://www.mass.gov/dep/counter/trasmfrm.shtml or call DEP's Infol-ine at 617-338-2255 or 800-462-0444(from 508,781,and 978 area codes). Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment 1. Please type or A. Permit Information print.A separate Transmittal Form BRP WS 06D BRP - Drinking Water Program must be completed 1.Permit Code:7 or 8 character code from permit instructions 2. Name of Permit Category for each permit UIC Pre-Closure Notification and Registration application. 3.Type of Project or Activity 2. Make your check payable to B. Applicant Information - Firm or Individual the Commonwealth of Massachusetts Everett H. Corson, Inc. and mail it with a 1. Name of Firm-Or,if party needing this approval is an individual enter name below: copy of this form to: DEP,P.O.Box 4062,Boston,MA 2•Last Name of Individual 3.First Name of Individual 4.MI 02211. 1040 lyannough Rd. 5.Street Address ' 3. Three copies of Hyannis MA 02601 508-775-3600 this form will be 6.City/Town 7.State 8.Zip Code 9.Telephone# 10.Ext.# needed. Kent Corson Copy 1 -the 11.Contact Person 12.e-mail address(optional) original must accompany your permit application. C. Facility, Site or Individual Requiring Approval Copy 2 must accompany your N/F Corson Cadillac, Jeep Sales and Service fee payment. 1.Name of Facility,Site Or Individual Copy 3 should be 1040 lyannough Road retained for your 2.Street Address records Hyannis MA 02601 508-775-3600 4. Both fee-paying 3.Cityrrown 4.State 5.Zip Code 6.Telephone# 7.Ext.# and exempt MAD 048273932 applicants must 8. DEP Facility Number(if Known) 9.Federal I.D.Number(if Known) 10.BWSC Tracking#(if Known) mail a copy of this transmittal form to: D. Application Prepared by (if different from Section B)* DEP P.O.Box 4062 Bennett Environmental Associates, Inc. Boston,MA 1. Name of Firm Or Individual 02211 P.O. Box 1743 2.Address Brewster MA 02631 508 896-1706 *Note: 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# For BWSC Permits,enter the LSP. John Tadema-Wielandt 8.Contact Person 9.LSP Number(BWSC Permits only) E. Permit - Project Coordination 1. Is this project subject to MEPA review? ❑yes ® no If yes, enter the project's EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: EOEA File Number F. Amount Due DEP Use Only Special Provisions: 1. ❑Fee Exempt(city,town or municipal housing authority)(state agency if fee is$100 or less). Permit No: There are no fee exemptions for BWSC permits,regardless of applicant status. 2. ❑Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). Rec'd Date: 3. ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4.10). 4. ❑Homeowner(according to 310 CMR 4.02). Reviewer 524 $90.00 1/26/08 Check Number Dollar Amount Date transmital frm.doc-rev. 11104 Page 1 of 1 Number Fee 144 THE COMMONWEALTH OF MASSACHUSETTS $100.0o Town of Barnstable Board of Health This is.to Certify that Corson Cadillac 1040Iyanough Rd., MA 02601 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. -------------------------------------------------------------------------------------------------------------- ---------------------------------i---------------- ---------------------------- ------ This license is granted in conformity with the Statutes and ordinances relating there to, and and expires June 30, 2008 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN SUMNER KAUFMAN,M.S.P.H. 7/1/2007 PAULJ. CANNIFF,D.M.D. THOMAS A. MCKEAN,R.S.,CHO Director of Public Health ,Y ' CHK RETT H. CORSON, INC. CONTROL N0: .; 57'292 ISSUED BY: MULLANEY., TRIG! PAGE 1 HYANNIS, MA 02601 Iia1V0I.CE INVOICE IJRGHASE DISCOUNT/ NET STOGIE'i�4` DAT:E ORDER:NO COMMENTIV I N AMOUNT ACCOUNT NO AMOUNT ;f 052207 HAZARDOUS MATERIALS 100 00 3 ,PERMIT FEE 57292 202031 —100 .00 TOFBARN' 6906` '100. 00 UU aa to r TOTAL 20203 100.00 Y DETACH AT PERFORATION BEFORE DEPOSITING CHECK REMITTANCE ADVICE 1' y Town of Barnstable r z Regulatory Services Thomas F. Geiler,Director &U`AS& Public Health Division '°TFarnp•�" Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Far: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT � � `' �d h � 1-0 C-° NAME OF ESTABLISHMENT ADDRESS OF ESTABLISHMENT Q 0GL. t(— L �-� a n dl t S 1 TELEPHONE NUMBER 50 g- fl q,5"3 4 d 6 i SOLE OWNER: V YES NO r� N IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS" ALL°V` PARTNERS: rn IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. U 4-Z,17 3'�ic> STATE OF INCORPORATION FULL NAME AND HOME ADDRESS OF: PRESIDENT o '`-t Crate u� 70Q) S EP \4C-vJ A�� 02(o TREASURER Fp)lue--, Ce LSG" CLERK' C� csw ( W l �-t7 C�ooS c: W Apt o Zfo 3 Z_ SIGNATURE OF APPLICANT RESTRICTIONS: HOME ADDRESS HOME TELEPHONE# fZY,- H70 FZ ZZ i 15d -123 SOVEREIGN CONSULTING INC . April 12,2007 DHL#21040514552 Town of Hyannis Town Engineer 367 Main Street Hyannis,Massachusetts 02601 Re: Groundwater Sampling Results,March 2007 In the Vicinity of: Former Texaco Service Station 1140 Iyannough Road (N 'a���0 9 RTN 4-11301 I Dear To Whom it May Concern; Pursuant to your authorization Sovereign Consulting Inc. personnel collected groundwater samples from monitoring wells installed at the above referenced property. The samples were submitted for laboratory analysis of volatile petroleum hydrocarbons (VPH). A copy of the laboratory analytical is attached. As always,we thank you for your continued consideration and cooperation in our remediation efforts. If you have any questions regarding this submittal,please feel free to contact the undersigned at 508-339-3200. Sincerely, SOVEREIGN CONSULTING INC. E Jason Sherburne Project Manager cc: Mr. David Weeks,Motiva MassDEP- SERO Sovereign File- EQ711 905B S. Main Street, Unit 202 • Mansfield, MA 02048 •Tel: 508-339-3200 • Fax: 508-339-3248 R r • NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan BWSC 123 � f ', ( This Notice is Related to Release Tracking Number 4 11301 A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address: 1140 lyannough Road City/Town: Hyannis Zip Code: 02601 B. This notice is being provided to the following party: 1. Name: Town of Hyannis,Town Engineer 2. Street Address: 367 Main Street City/Town: Hyannis Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): ❑✓ 1. That environmental sampling will be/has been conducted at property owned by the recipient of this notice. Q✓ 2. Of the results of environmental sampling conducted at property owned by the recipient of this notice. ❑✓ 3. Check to indicate if the analytical results are attached. (If item 2. above is checked,the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: 1. Street Address: 1140 lyannough Road City/Town: Hyannis Zip Code: 02601 2. MCP phase of work during which the sampling will be/has been conducted: ❑Immediate Response Action ❑Phase III Feasibility Evaluation ❑Release Abatement Measure ❑ Phase IV Remedy Implementation Plan ❑Utility-related Abatement Measure ❑✓ Phase V/Remedy Operation Status ❑Phase I Initial Site Investigation ❑Post-Class C Operation, Maintenance and Monitoring ❑Phase II Comprehensive Site Assessment ❑ Other (specify) 3. Description of property where sampling will be/has been conducted: ❑residential ❑✓ commerical ❑industrial ❑school/playground ❑Other (specify) 4. Description of the sampling locations and types(e.g., soil, groundwater)to the extent known at the time of this notice. Groundwater from monitoring wells E.Contact information related to the party providing this notice: Contact Name: Jason Sherburne Street Address: 905E South Main Street, Suite 202 City/Town: Mansfield Zip Code: 02048 Telephone: (508)339-3200 Email: Jherburne@sovcon.com n. • a NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan MASSACHUSETTS REGULATIONS THAT REQUIRE THIS NOTICE This notice is being provided pursuant to the Massachusetts Contingency Plan and the notification requirement at 310 CMR 40.1403(10). The Massachusetts Contingency Plan is a state regulation that specifies requirements for parties who are taking actions to address releases of chemicals (oil or hazardous material) to the environment. THE PERSON(S) PROVIDING THIS NOTICE This notice has been sent to you by the party who is addressing a release of oil or hazardous material to the environment at the location listed in Section A on the reverse side of this form. (The regulations refer to the area where the oil or hazardous material is present as the "disposal site".) PURPOSE OF THIS NOTICE When environmental samples are taken as part of an investigation under the Massachusetts Contingency Plan at a property on behalf of someone other than the owner of the property, the regulations require that the property owner (listed in Section B on the reverse side of this form) be given notice of the environmental sampling. The regulations also require that the property owner subsequently receive the analytical results following the analysis of the environmental samples. Section C on the reverse side of this form indicates the circumstance under which you are receiving this notice at this time. If you are receiving this notice to inform you of the analytical results following the analysis of the environmental samples, you should also have received, as an attachment, a copy of analytical results. These results should indicate the number and type(s) of samples (e.g., soil, groundwater) analyzed, any chemicals identified, and the measured concentrations of those chemicals. Section D on the reverse side of this form identifies the property where the environmental sampling will be/has been conducted, provides a description of the sampling locations within the property, and indicates the phase of work under the Massachusetts Contingency Plan regulatory process during which the samples will be/were collected. FOR MORE INFORMATION Information about the general process for addressing releases of oil or hazardous material under the Massachusetts Contingency Plan and related public involvement opportunities may be found at http://www.mass.gov/dep/cleanup/oview.htm. For more information regarding this notice, you may contact the party listed in Section E on the reverse side of this form. Information about the disposal site identified in Section A is also available in files at the Massachusetts Department of Environmental Protection. See http://mass.goy/dep/about/region/scheduIe.htm if you would like to make an appointment to see these files. Please reference the Release Tracking Number listed in the upper right hand corner on the reverse side of this form when making file review appointments. TestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQC3644 905E South Main Street,Suite 202 Project Name: SC-1140 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 100083/EQ711 Atm Jason Sherburne Received: 03/27/07 08:10 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date rime Datefrime Analyst Method Batch .......... ... ..... ._.......-.-- ...... .. . Sample ID: NQC3644-03(MW-25(72)-Ground Water)Sampled: 03/22/07 13:40 MADEP VPH ' VPH Preservation pH<2 Methyl tert-Butyl Ether 97.9 ug/L 3.00 1 03/22/07 13.40 03/28/07 21:24 JHC MADEP VPH 7035207 Benzene ND ug/L 1.00 1 03/22/07 13:40 03/28/07 21:24 JHC MADEP VPH 7035207 Toluene ND ug/L 3.00 1 03/22/07 13:40 03/28/07 21:24 JHC MADEP VPH 7035207 Ethylbenzene ND ug/L 1.00 1 03/22/07 13:40 03/28/07 21.24 JHC MADEP VPH 7035207. m,p-Xylene ND ug/L 4.00 1 03/22/07 13:40 03/28/07 21:24 JHC MADEP VPH 7035207 o-Xylene ND ug/L 2.00 1 03/22/07 13:40 03/28/07 21:24 JHC MADEP VPH 7035207 Naphthalene ND ug/L 5.00 1 03/22/07 13:40 03/28/07 21:24 JHC MADEP VPH 7035207 C5-C8 Aliphatic Hydrocarbons,Unadjuste( ND ug/L too 1 03/22/07 13:40 03/28/07 21:24 JHC MADEP VPH 7035207 C9-C12 Aliphatic Hydrocarbons,Unadjuso ND ug/L too 1 03/22/07 13:40 03/28/07 21:24 JHC MADEP VPH 7035207 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 1 03/22/07 13:40 03/28/07 21:24 JHC MADEP VPH 7035207 C9-C12 Aliphatic Hydrocarbons ND ug/L too 1 03/22/07 13:40 03/28/07 21:24 JHC MADEP VPH 7035207 C9-C10 Aromatic Hydrocarbons ND ug/L 100 1 03/22/07 13.40 03/28/07 21:24 JHC MADEP VPH 7035207 Sum 1,5-Dibromoroluene(FID)(70-130%) 81% Sum-1,5-Dibromololuene(PID)(70-13091.) 73 Y. Page 7 of 26 _ i 1 Testl�zmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQC3644 905B South Main Street,Suite 202 Project Name: SC-1140 tyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 100083/EQ711 Attn Jason Sherburne Received: 03/27/07 08.10 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Dateffime Datefrime Analyst Method Batch .. .... --... . Sample ID: NQC3644-06(MW-40(85)-Ground Water)Sampled: 03/22/07 14:30 MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 03/22/07 14:30 03/28/07 22.53 JHC MADEP VPH 7035207 Benzene ND ug/L 1.00 1 03/22/07 14:30 03/28/07 22:53 JHC MADEP VPH 7035207 Toluene ND ug/L 3.00 1 03/22/07 14:30 03/28/07 22:53 JHC MADEP VPH 7035207 Ethylbenzene ND ug/L 1.00 1 03/22/07 14:30 03/28/07 22:53 JHC MADEP VPH 7035207 m,p-Xylene ND ug/L 4.00 1 03/22/07 14:30 03/28/07 22:53 JHC MADEP VPH 7035207 o-Xylene ND ug/L 2.00 1 03/22/07 14:30 03/28/07 22:53 JHC MADEP VPH 7035207 Naphthalene ND ug/L 5.00 1 03/22/07 14:30 03/28/07 22:53 JHC. MADEP VPH 7035207 C5-C8 Aliphatic Hydrocarbons,Unadjustej ND ug/L 100 I 03/22/07 14:30 03/28/07 22:53 JHC MADEP VPH 7035207 C9-C12 Aliphatic Hydrocarbons,Unadjusb ND ug/L 100 1 03/22/07 14:30 03/28/07 22:53 JHC MADEP VPH 7035207 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 1 03/22/07 14:30 03/28/07 22:53 JHC MADEP VPH 7035207 C9-C 12 Aliphatic Hydrocarbons ND ug/L 100 1 03/22/07 14:30 03/28/07 22:53 JHC MADEP VPH 7035207 C9-C10 Aromatic Hydrocarbons ND ug/L 100 1 03/22/07 14:30 03/28/07 22:53 JHC MADEP VPH 7035207 Sum-2,5-Dibromoioluene(F/D)(70-130916) 80% Surr:2,5-Dibromoiohiene(PID)(70-130%) 73% Page 10 of 26 TestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980•Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQC3644 905B South Main Street,Suite 202 Project Name: SC-1140 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 100083/EQ71 I Attn Jason Sherburne Received: 03/27/07 08:10 ANALYTICAL REPORT r j '- Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date rime Date rime Analyst Method Batch ............................... ... .. Sample ID: NQC3644-07(MW-39(88)-Ground Water)Sampled: 03/22/07 15:30 MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 I 03/22/07 15:30 03/28/07 23:22 JHC MADEP VPH 7035207 Benzene ND ug/L 1.00 1 03/22/07 15:30 03/28/07 23:22 JHC MADEP VPH 7035207 Toluene ND ug/L 3.00 1 03/22/07 15:30 03/28/07 23:22 JHC MADEP VPH 7035207 Ethylbenzene ND ug/L 1.00 1 03/22/07 15:30 03/28/07 23:22 JHC MADEP VPH 7035207 m,p-Xylene ND ug/L 4.00 I 03/22/07 15:30 03/28/07 23:22 JHC MADEP VPH 7035207 o-Xylene ND ug/L 2.00 1 03/22/07 15.30 03/28/07 23:22 JHC MADEP VPH 7035207 Naphthalene ND ug/L 5.00 1 03/22/07 15:30 03/28/07 23:22 JHC MADEP VPH 7035207 C5-C8 Aliphatic Hydrocarbons,Unadjuste4 ND ug/L 100 1 03/22/07 15:30 03/28/07 23:22 JHC MADEP VPH 7035207 C9-C12 Aliphatic Hydrocarbons,Unadjust. ND ug/L 100 I 03/22/07 15:30 03/28/07 23:22 JHC MADEP VPH 7035207 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 1 03/22/07 15:30 03/28/07 23:22 JHC MADEP VPH 7035207 C9-C 12 Aliphatic Hydrocarbons ND ug/L 100 1 03/22/07 15:30 03/28/07 23:22 JHC MADEP VPH 7035207 C9-C 10 Aromatic Hydrocarbons ND ug/L too 1 03/22/07 15:30 03/28/07 23:22 JHC MADEP VPH 7035207 Surr:1,5-Dibromotoluene(F1D)(70-130%) 79 Surr:1,5-Dibromoioluene(P1D)(70-130%) 73 Page 11 of 26 Town of Barnstable �FSHE T Regulatory Services Thomas F. Geiler,Director Public Health Division * BARNSTABLE, * Thomas McKean,Director moo i639. 200 Main Street, Hyannis,MA 02601 'DrFn Mai e„ Phone: 508-862-4644 Email: healthna,town.bamstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 January 30, 2007 Mr. Albert Robbins Everett Corson Inc. 1040 Route 132 Hyannis, MA 02601 Dear Mr. Robbins: Thank you for your time and cooperation during the hazardous materials inventory and site visit at Everett Corson Inc.,Hyannis,MA on January 16, 2007. This letter contains information from that visit that will help you become compliant with and remain compliant with Chapter 108 of the Town of Barnstable Ordinance: Hazardous Materials. Enclosed is a copy of the Toxic and Hazardous Materials On-Site Inventory form from the site visit. Please note the observations identified at your place of business during the hazardous materials inspection listed below. OBSERVATIONS: • A new engineering plan was completed to drain waste antifreeze from the work table into a 5 gallon bucket located underneath the table with a piping system. The permanent pipe is also equipped with a shut off valve to ensure there is no overflow. • Rags in metal buckets with lids. • All materials are capped. • Speedy dry is being used to absorb small releases. • Cylinders are chained. • Waste accumulation site is labeled. • Oil filters dumpster present. On Site Inventory Total The Toxic and Hazardous Materials On-Site Inventory from January 16, 2007 shows that you have approximately 3,537 gallons of toxic and hazardous materials being used, stored, generated and disposed of at Everett Corson Inc., 1040 Iyannough Road., Hyannis, MA(Please see enclosed Toxic and Hazardous Materials On Site Inventory sheet). a If you have any questions about these observations, or you need further information, guidance or assistance,please do not hesitate to contact the Public Health Division. Sincerely, Alisha L. Parker Hazardous Materials Specialist All orders to correct violations of Chapter 108 of the Town of Barnstable Ordinance: Hazardous Materials shall be completed upon receipt of this letter. __�Thomas A.McKean,�RS, CHO Director of Public Health Enc. On-Site Inventory(copy) �Vlw D te: TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: �V6911tt Nr 4 ( 1C- BUSINESSLOCATION: fnD -1aoli�(� ffVA60I4,MLA' INVENTORY MAILING ADDRESS: TOTAL AMOUNT: TELEPHONE NUMBER: �7 " ✓� CONTACT PERSON: �� (oDkj-. P Ali it EMERGENCY CONTACT TELEPHONE NUMBER: 771 - YqJA MSDS ON SITE? -)TYPE OF BUSINESS: &L& &444f `;�-rivu�11 ad,�Al 4- AILLNZ- INFORMATION/RECOMMENDA IONS: Fire istrict: 5> Waste Transportation: Last shipment of hazardous.waste: Name of Hauler• Paz bly Destinatio Waste Product: Licensed .nYe 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 Ob erved/Maximum Antifreeze (for gasoline or coolant systems) Misc. Corrosive NEWUSED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides iriK NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine I IV Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint &varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor&furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers (including bleach) Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS J OIL WASTE OI OIL FILTERS A EZE WASTE ANITFREEZE r� A) �� � ,�jJ �I �j'S �j 10 6 ob, G SOLITNE WASTE GAS DIESEL'FUEL W/W AUID ATF g NT�� HYDRAULIC/ MISC. MISC. MISC. MISC. RAKE FLUID COMMBUSTIBLE FLAMMABLE CORROSIVE ETROLEUM I .3 o3AAR OIL/GREASE/ .,/��►tl`Ij� � � till O 15 UBRICANTS 5 5 g 9 �a FREON ACETYLENE CAR WASH CAR WASH WAX DETERGENTS THINNERS SEALANT CLEANING BATTERIES/ POISION/TOXIC CAULK/GROUT SOLVENTS BATTE Y ACID 95vavi-9 crioV v FERTALIZERS WASTE SOL NT bVl - MSDS pp luoi S�,trVil `U �/�f1 ANIFESTS Allf wot - Sbo 1 , a Number Fee 144 THE COMMONWEALTH OF MASSACHUSETTS $100.0o Town of Barnstable Board of Health This is to Certify that Corson Cadillac 1040Iyanough Rd., MA 02601 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ------------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires June 30, 2007 unless sooner suspended or revoked. - --------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN SUMNER KAUFMAN,M.S.P.H. May 15, 2006 PAUL J. CANNIFF,D.M.D. THOMAS A.MCKEAN,R.S.,CHO Director of Public Health Nr Town of Barnstable N' Regulatory Services Thomas F. Geiler,Directore5f'Cj Public Health Division ^`e.t.a.• .at63Q:';'.�:;;;�.-. Thomas McKean Director 200 Main Street, Hyannis,MA 02601 Office: 508-8624644 Fax:.508-790-6304 . Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE ' I I APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT 1"1 cdn\em k- C t-,�o n NAME OF ESTABLISHMENTS -� ADDRESS OF ESTABLISHMENT TELEPHONE NUMBER -SOLE OWNER: ✓YES NO ; µ Ln � IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: ' rn 9 � IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. �-- `E�rI,3�1 P C STATE OF INCORPORATION M OU55 a_ I'1 L 5-e�- FULL NAME AND IJOME ADDRESS OF: PRESIDENT D 1 A—cu rsd TREASURER rsCl fir, CLERK SIGNAT PLICANT �i RESTRICTIONS: HO---ME ADDDRESS "K-05 &-0-Vt HOME TELEPHONE-# MAIL-IN REQUESTS - Please mail the completed application form to the address below. Also include copies of your employees food sanitation training certificates. In addition, please include the required fee amount (see fees at bottom of this page). Make check payable to: Town of Barnstable. Allow five to seven (7)working days for in-house processing. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis,MA 02601 FOR FAXED REQUESTS Our fax number is (508) 790-6304. Please fax a completed application form. Also, please fax copies of your employees food sanitation training certificates. In addition, you must mail the required fee amount (see fees at bottom of this page). Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. Allow up to four days for in- house processing. `t• For further assistance on any item above, call(508) 862-4644 Back to Main Public Health Division Pa e CHECK RETT H. CORSON, INC. CONTROL NO. 54778 ISSUED BY: MULLANEY, TRIG HYANNIS, MA 02601 PAGE 1 INVOICE iNVOIjCE STOCK>NO DA .. AMNEUTDISCOUNT/PURCHASE MOUNTN ACCOUNTNT O NT 051106 HAZARDOUS MATERIAL 100.00 PERMIT FOR 06-07 YEAR 04-2473810 54778 20203 -100.00 HAZ-MAT 7206 100.00 TOTAL 20203 100.00 DETACH AT PERFORATION BEFORE DEPOSITING CHECK REMITTANCE ADVICE orcs Pos; ' Z PITNEY HOWES EVERETT H. CORSON, INC. 02 1P $ 00.390 1040 Iyanough Rd., Rte 132 0002368294 MAY 1 1 2006 ;. Hyannis, MA 02601 MAILED FROM ZIP CODE 02601 -o C, � an r) Is, r4 O k(oo .t.�.'�.. � ..•t'I"i � !��?E?.�i-l:!?.��f1.��etst�.j.�l�?f1ltiee�-1:1.:.3�5�1:t3?.�jf3l.�:�.=.e No. -—-------------- Fee-- BOARD OF HEALTH TOWN OF BARNSTABLE j 0(pplicationiforlVell Con5tructionpermit App i ti s bere made for a permit to Construct (41), Alter or Repair ( )an individual Well at: A. —-------- -1-70 -X- Location 7 Address tj Assessors Map and Parcel Owner Address Installer — Driller Ad4ofis Type of Building Dwelling -—---------------------------- Other- Type of Building No. of Persons------------_-_------.—__ Type of Well CI�re-c/ Capacity Purpose of L11--- Agreement: The undersigned agrees to install the aforidescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well,Vrotection Regulation — The undersigned further agrees not to place the well in operation u C , 'c anc as been issued by the Board of Health. ne je .. te Application Approved 7 /;'7 date Application Disapproved for the following reasons: date Permit No. -3 Issued date BOARD OF HEALTH TOWN OF BARNSTABLE operation u c S 3 (Certificate Of (Compliance THIS '-iffIWhat the Individual Well Constructed Altered or Repaired by— ,Installer --------------------- at—- 1141e e - I has been installed in accordance with the/Ovisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated —-—-------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Ivell congtructionVermit No. - — Fee- ---- Permission is hereby granted --------- -------- -- -- -- to Constru t ( � ter ( )� or Repair ( ) an Individual Well at: No. --�C`7G-— f� ?� �/�1� - -- ------------------------- -- --------------------------------------- street as shown on the application for a Well Construction Permit No.-- --- ----- -Dated-- -- - -- ------------- -------------------- -- Board of Health DATE } 06 -033 _ r No.- ------------- � Fee-- ----------- ' � 9 BOARD OF HEALTH TOWN OF BARNSTABLE m:, ��. pp tattori r�erC �on�trutt�ott' ermit `� � �. • Appli ation is reb made'for,a permit to Construct (-), Alter( ), or Repair ( )an individual Well at: -,:, —Location — Address — Assessors Map and Parcel ------------------ --- ------------------- - -------------------- ------------------- Owner -T"= Address Installer — Driller Add ss _ Type of Building Dwelling ----- - - ------------- Other - Type of Building--= -------------------- No. of Persons-----------------------------------.---- Type of Well YP �- Capacity-------- ---------�,---------� —� iz Purpose -- of Well-----------_ 'k Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions ofThe Town of Barnstable Board of Health Private Well,protection Regulation - The undersigned further agrees not, to place the well in operation until_a Ce o pliant as been issued by the Board of Health. Application A roved date Application Disapproved for the following reasons:— -- - -- ---- --------------------—---------------- -3 3 -- date Permit No. / - - -- - -—---------- r: ®O [� d — ---- Issued---- -/ date --------------------------------------------------------------------------------------------------------- 4.� r BOARD OF HEALT�� TOWN OF BARN=STABLE` Certifirate ®f C00pliance THIS IS T ER 1E That the In ividual Well Constructed (µ, ., Altered ( ), or Repaired ( ) by----- ------------------------ ------------- --------------- Installer at --------------- ---- ------ --------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No -----------------------Dated-------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. - DATE- ---- --- —_-- - —=-- Inspector---- - -- - --—------- ---------------------------------'----------------------------_=------oo�mm=�=��� -' TOWN OF BARNSTABLE Date: // / ? TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: rXe%t-U7 BUSINESS LOCATION: 10L10 0 • 139, MAILING ADDRESS: (TOTAL AMOUNT:, j TELEPHONE NUMBER: CONTACT PERSON: 6 r EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: ew g i INFORMATION/RECOMMENDATION-IS, TO YlottwerIT11 Fire District: i , f" ? ' Waste Transportation: UPS Last shipment of hazardous_waste: 10 ^2-4--Or Name of Hauler- IM46 ad Destination: Waste Product: 0 M jAJ1bZ&Z 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 ntifreeze (for gasoline or coolant systems) c2,0 _ Misc. CorrosiveNJr j NEW V6USED Cesspool cleaners j Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) ICe IUVtt� Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides J1U NEW &USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible 5 Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint &varnish removers, deglossers' (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor &furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): j Laundry soil & stain removers (including bleach) Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Town of Barnstable Regulatory Services o Thomas F. Geiler,Director 1 yBA MASS. g Public Health Division Qn A93.039. Z ArFD MA'S A Thomas McKean, Director -< 200 Main Street, Hyannis, MA 02601 in -_j Office: 508-862-4644 X Fax:-6,08-7O6-6304 Application Fee: $100.00 CD o rrnn ASSESSORS MAP AND PARCEL NO. DATE `mil rd J APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT [� NAME OF ESTABLISHMENT V Vim' CK ADDRESS OF ESTABLISHMENT ��� �— �-fl Lk_. a.()0 t j 0A(ob I TELEPHONE NUMBER 5cq- q q5 3(,Ol) SOLE OWNER: /YES NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. STATE OF INCORPORATION N.A FULL NAME AND HOME ADDR��s S OF: PRESIDENT K -- C"0 Ir50n qCO TREASURER CLERK SIGNATURE OF APPLICANT RESTRICTIONS: HOME ADDRESS HOME TELEPHONE# Haz.doe/wp/q OIL WASTE OIL OIL FILTERS ANTIFREEZE WASTE '^ qDO 0g: a6 Ac`� vg ANITFREEZE la 6D I ,5 ,' .3 .45 - W 1, �"f ► O burns GASOLINE WASTE GAS DIESEL FUEL W/W FLUID ATF @202 0 HYDRAULIC/ - MISC. MISC. MISC. MISC. v BRAKE FLUID COMMBUSTIBLE FLAMMABLE CORROSIVE PETROLEU 11U Y111 (GEAR OIL/GREASE/ LUBRICANTS) (II`� 'J11� vV o5x�f �� 15 9 �515 5-1 S 'r2 4 �I FREON ACETYLENE CAR WASH CAR WASH PAINTS/ WAX DETERGENTS HINNERS 5- 0 6- (3 SEALANT CLEANING BATTERIES/ POISION/TOXIC CAULK/GROUT SOLVENTS BATTERY ACID . 3 I� 3 I� WASTE SOLVENT (�y��,p Mkt MSDS u( sP�nt� 5V Obx3 Ws 51b � �'�'W P�`'� o� �r x2 "��' MANIFESTS Lt,in o 1612,q169 cf 2-t Cvd76-`107d fafC4 dXkMp1qCr (4-0 Al"-1) —Ole�- th wrw a a�tti.pa►.,.�. � -Pt,�,-a,r • Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS DBA: Everett Corson,inc.(Cadillac) Fax: Corp Name: Mailing Address �, Location: 1040 lyannough Road(Rte.132),Hyannis Street: 1040 lyannough Road .... ......... ................... ................. - mappar: City: Hyannis Contact: :Albert G.Robbins,Service Director State: Ma Telephone: 508-775-3600 Zip: 02601 Emergency: 508-771-4412 Person Interviewed: John Cooke,Parts Manager Business Contact Letter Date: 9/29/2005 Category: :VehicleMaintenance Inventory Site Visit Date: 11/8/2005 ......... Type: Automobile Dealers Follow.Up/Inspection Date: ❑� public water indoor floor drains outdoor surface drains ❑d license required ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc ❑d currently licensed W town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir ................-................................... ❑ on-site sewage ❑ indoor on-sites ste date: 6/30/2006 9 Y El onsite system -_ . RIGHT TOKNOW IN DECEMBER 1994. JOHN FURRH ASSOCIATES. 18 compliance: HYDRAULIC LIFTS. TIRELLI-ONLY 27 GALLONS A MONTH. Satisfactory ANTIFREEZE(RECYLCLABLE)R12&R134-CERTIFICATION. ABCO PUMPS MDC TRAP. WILL BE HOOKING TO SEWER IN SPRING AND MDC TRAP WILL BE DISCONNECTED. WASTE MANIFESTS IN OFFICE. MSDS SHEETS IN PARTS DEPARTMENT. ACME FOR RAGS. BRAKE CLEANER AND INJECTOR CLEANER ALSO PRESENT(5) CASES. CRT-OIL FILTER RECYCLING. DZM Remarks:7/8/97 MSDS sheets on site. Rags in cans with lid. Recycle oil filters. Acme Landry. Note: See 97 inspection report for current list of chemicals on site. REMARKS: 6111/98-CT warehouse/Delec trade batteries. WAST Boy active. W.antifreze ddrums have 2nd.Cont.inside a W.O.furnace used in winter. Unifirst does rags+uniform service.13 hydraulic lifts+electric lifts.MAD 048273932. REMARKS: 1999-RECYCLE SPEEDY DRY. 5/19/04 MSDS on site. Waste manifests on site. Staff trained annually. Waste antifreeze stored in barrels on secondary containment. Waste oil,trans. Fluid and solvents are properly contained. Waste area labeled "Hazardous Waste Storage". Needs to obtain a HazMat license. 11/8/2005 alp-OBSERVATIONS:Waste accumulation site is labeled,oil filters dumpster present,cylinders are chained,rag can with lid,speedy dry usage,drain antifreeze onto a table then let it drain freely into a catchpan located on the floor,3x55 gallon drums of waste sitting ontop of containment. How is it drained? Is it drained?Waste overflow on drums of waste antifreeze,open containers and rags in shop area, small release with speedy dry on floor ORDERS: Do not overfill the waste drums,use absorbent pads on the tops of drums to absorb any x spills or releases,training on open containers,change engineering of waste antifreeze drainage off table.Photos available in street file. Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials ❑ gty's>25 Ibs dry or 50 gals liquid but less than 111 gals ❑d gty's 111 gals or more misc.petroleum products:grease,lubricants 239 gallons hydraulic fluids(including break fluid) 83 gallons car waxes and polishes 10 gallons motor oil 1150 gallons ___ ______.._..--.---.._._..._.._.._..._..................._._.._..._....._..__ _ ___.__.___._..._...____. ___.._... _..__ . Misc.Flammable 28 gallons automatic transmission fluid 270 gallons Batteries 123 gallons antifreeze(for gasoline or coolant systems) 345 gallons waste oil 685 gallons -._-...__.____._____.__.........._....._....__...__ ____.____..._..___._.._ ___._.__....._.__ .._.___.____._..___ ..___..._...___.......... .. paint,varnishes,stains,dyes 25 gallons --- - waste antifreeze 165 gallons ...............................__....._._.._........ _._.......___.____._ gasoline 2010, gallons Misc.Corrosive 20 gallons car wash detergents 15 gallons Ice Melt 20 gallons Waste Transporter: ICyn Oil Fire District: ',Hyannis Last HW Shipment Date: 10/24/2005 Waste Hauler Licensed: Yes .. ��y,��'p' $5]] " ; `�wY r�. s 9'b:L v p`�. C u � r 44, 46 FA MR a f "'TA' 'at,- a r 4 e-k3�yg , As to IN � '��dy$H � 'x�N4bt � *'�'i,`� =�>•i"� ,�. �.�,.C2 � ,µl. �} >. 5 oc j. s ;�.� ern.,�*�` '� • O A P M fie. � • M * K 1s ram:., d 4, 6 y .f w, � ,* ,r ,rt. � r w x+r A��,w�' �•t j� �ea> ��' ks � r- ....�s ,6?dl� +� Oi.��•, � ^�' .',s=�r" ell t ' - r r � `:fir.. �• '� o- ± ..,+.. r . ,�� ' '` ,� 7 � a 's r H ? y P7 n w.. tp 40 s _, . a � G. w i o ..�., �x.., .• � t� �. 'Kam.r , - �® �5' {a d v )y� �p ma lb Ay. n G . F T y x ro �_ `'�.cv O �� 5' .n *s �• � r+.`ems � 3' p �$�S1�Q,� ,�,�- i 17 � a,�� 'C4 w� _ �� v�{ '��:�'�" �� .'" �a•'as z�a x #�� it 'fir*��Z r „"y..,l r + 4ti w� E R. A °ham. II t. � �. fax ,'wa, "•r5 M { 114. i `� a MW d .�• 4 � "n�' � eFJ �4,� V"� wi> r �*; lsa4�y� r VA , r 4 � � r �� r[ nn t - jr n 4 ar i f 1 jf :. Ap�Z'� } z. e I' � -AL u � i k �+rt*,ap �" � * e � � mM4 +r 6,�q.�w�-,:,�. �•�,� Asa�_ r t t1!a A': '•4J - At R,. 41 - � � „�r n• �1 W � Cda"''«�c 'T+...p -�' .+z a,'3 '� � -� � .., -_a �,. •. „ '11,4 rl Y � t s ( t i ,� ems• +` � - ; }� , `.� Yf " k� 3 •R i tam' v s Lq <�t,.? a� �r • x Ilk 4 t� yy > • t'r m ,� t. ',:. t �e`t tg .'�'.s ., ,�' a •.-•a - x a �" v r� c r 4DEt5Vv*CARS *IJEAVY-D c m R =/x E '. s ° / _ n *if t t ^A,... •,s'Wa ,::grc. "r'' +a' f . _ $' :� 's• .. < ' - - a y , C ,gi 1u,v a �, A —�+� �M: ''•u3,W � �w "P , y v n ., r1a^ ,. a .. e ; real. .' fo 41714" '4M1r$L.,I, r e a•1 r$"tww.r, tirn "y'I+ya *p r+` �+ 3 y In u x , x r M �- r.= w nr!• m \ o• t,.- .", ��� .., � w,+u�.�a� .* ^ _ ,r ra•„rr �u a:x , e. � '� ,t r. B . ., y, _ „.y... R $ rw:"•.. .fed ' � 'tea "�F'-�a. , lj ^ • "�F a , r • >n 2 ►� o 0 J `- moo V Q) Up a fv 0 � J s t yE w t t' e� � o0 =` o IZ V ooa 1 � � O c v FY!& 6w' A i sP'of ,.*a. 5 .. VM{ tI � �• a�a a«� 1p Pm p y n p 't.m L, p «q w Lr) cm ti LJ fil F bt �' �, �V3'y �•m� ati a ti f 2 �x 4% r 5 r 1 Ze OIL WASTE OIL OIL FILTERS ANTIFREEZE WASTE -� ANTTFREEZE y -�" 0�� i /n � s GASOLINE WASTE GA DIESEL FUEL W/W FLUID ?' ATF 0 Vllo 6 HYDRAULIC/ MISC. MISC. MISC. MISC. BRAKE FLUID COMMBUSTIBLE FLAMMABLE CORROSIVE PETROLEUM (GEAR OIL/GREASE/ LUBRICANTS) b FREON ACETYLENE CAR WASH CAR WASH PAINTS/ WAX DETERGENTS THINNERS SEALANT CLEANING BATTERIES/ POISION/TOXIC CAULK/GROUT SOLVENTS BATTERY ACID z5 �se�l: 03 FERTALIZERS WASTE SOLVENT BLEACH D MSDS DETERGENTS MANIFESTS L-'7 4 no W.- Fo�� ePN iVXV-':o0 PA-�0v 00iS o� ��/ /E�'•6'r� 7/'e�=L��r'�'�t-,�C/Lf_���L�-�O �U2.,G� G"✓,-.�L> �U l�tC� a a eta L mop d - ' A---5 /r- vim ` r Gam. AN rr J 0 8' 3 �� IfvA->J WASTE MATERIAL /oSIlJ Gy/�.,�I6ut�u.Gr� ENVIRQNMENTAL PROFILE FORM 16" SERVICES eewloo.sifr3 it.VP16'_' Generator Name: Billing Address: Facility Address: City/State/Zip: City/State/Zip: Business Contact: Technical Contact: Telephone No.: Telephone No.: Facility EPA ID No.: Common Name of Waste:_Oily solids Physical State: (x )Solid( )Liquid( )Sludge Layering: (x )Uniform()Bilayered( )Multilayered Process Generating Waste: Spill clean up %Solids %Water pH( )<2 ( )2-4 (x )6-8 ( )8-10 ( .)10712.5 EPA Waste Code(s): MA01 ( )>12.5 Flash Pt: ( )<60 ( )60-100 ( )100-140 (x )>140 DOT Shipping Name: State regulated waste oily Odor: ()None (x)Mild ( )Strong Type: Oily Solids, Non DOT Hazardous material Color: Brown Comments: Hazard Class: Container Type: ( )Bulk Liq. ( )Roll-off( )Tpack ( )Drum ( )5gal ( )15gal ( )30gal ( )55 gal UN/NA No.: RQ: Quantity Frequency( )Once( )Year( )Month( )Week m /I or m TCLP Totals CHEMICAL,COMPOSITION (TOTAL 100%) METALS( g ppm) ( ) ( ) (x )All material in this section is Non-detectable Petroleum Oil 0— 15% Arsenic D004 Selenium D010 Soil 85-100% Barium D005 Silver D011 Speedi dry 85-100% Cadmium D006 Copper Chromium D007 Nickel Lead D008 Zinc Mercury D009 Thallium Other OTHER COMPONENTS AND HAZARDOUS CHARACTERISTICS PCB's (x ) No ( )Yes ppm Pesticides (x )No ( )Yes ppm Is this a TSCA regulated waste( )Yes(x)No Phenolics (x )No ( )Yes ppm Cyanides (x ) No ( )Yes ppm Dioxins (x)No ( )Yes ppm Sulfides (x ) No ( )Yes ppm Radioactives (x)No ( )Yes ppm Reactives ( x) No ( )Yes ppm Is this a US EPA waste( )Yes(x) No If yes state waste codes ORGANICS(mg/I or ppm)TCLP (x)AII material in this section is Non-detectable Benzene D018 1,4-Dichlorobenzene D027 Methyl Ethyl Ketone D035 Carbon tetrachloride DO19 1,2-Dichloroethahe D028 Nitrobenzene D036 Chlordane D020 1,1-Dichloroethylene D029 Pentachlorophenol D037 Chlorebenzene D021 2,4-Dinitrotoluene D030 Pyridine D038 Chloroform D022 Endrin D012 Tetrachloroethylene D039 o'Cresol D023 Heptachlor D031 Toxaphene D015 m-Cresol D024 Hexachlorobenzene D032 Trichloroethylene D040 p-Cresol D025 Hexachlorobutadiene D033 2,4,5-Trichlorophenol D041 Cresol D026 Hexachloroethane D034 2,4,6-Trichlorophenol D042 2,4-D D016 Lindane D013 2,4,5-TP(Silvex) D017 Methoxychlor D014 Vinyl Chloride D043 I hereby certify that the submitted information is true,accurate,and complete to the best of ma nowledge and that all known and sus d hazards have been disclosed: I further authorize Cy n Ental Services o tr s 't the ove' f tion to regulatory or TSD facilities as r ired for a DATE ( BY Name( ease Print) Titl (Duly Authorized) Signat Y Cyn Environmental Services Analytical laboratory E ff V Customer: Hyannis Toyota Job Number: JS-096 10 0 R f f l E R 10 L Waste Code: MA01 SERVICES Lab Number:207501g40 Iyanough Rd.,Hyannis,MA ample Date: 12/26/07 Sample ID: Comp H1-2 Sludge Receipt Date: 12/26/07 Sampled By: Ben Dwelly Analysis Date: 12/26/07 Sample Matrix: Oily Solids Report Date: 12/27/07 Sample Screening Report Method Analyte R suit RL Ynits Inorganics Closed Cup Flashpoint >140 140 'F Electrode PH 7.4 S.U. Spot Test Cyanides ND 5 mg/Kg Spot Test Sulfides ND 5 mg/Kg Organics GC/ECD Polychlorinated Blphenyls ND 2 mg/Kg HdSp/PID/FID/HECD 1,1.1-Tdchororethane ND 0.5 mg/Kg HdSp/PIDAD/HECD 1,1,2-Trichloroethane ND 0.5 mg/Kg HdSp/PID/FID/HECD i,1-Dichloroethene ND 0.5 mg/Kg HdSp/PID/FID/HECD 1,2-Dichloroethane NO 0.5 mg/Kg HdSp/PID/FID/HECD 1,2-Dlchlorobenzene. ND 0.5 mg/Kg HdSp/PID/FID/HECD 1,4-Dlchlorobenzene NO 0.5 mg/Kg HdSp/PID/FID/HECD Acetone ND 5.0 mg/Kg HdSp/PID/FID/HECD Benzene ND 0.5 mg/Kg HdSp/PID/FIDMECD Carbon Tetrachloride ND 0.5 mg/Kg HdSp/PID)FID/HECD Chlorobenzene -' —" ND 0.5 mg/Kg HdSp/PID/FIDMECD Chloroform NO 0.5 mg/Kg HdSp/PID/FID/HECD Ethylbenzene ND 0.5 mg/Kg HdSp/PID/FID/HECD Freon 113 NO 0.5 mg/Kg HdSp/PID/FID/HECD Methylene Chloride ND 0.5 mg/Kg. HdSp/PID/FID/HECD Methyl Ethyl Ketone ND 5.0 mg/Kg HdSp/PID/FiD/HECD Methyl Isobutyl Ketone ND 5.0 mg/Kg HdSp/PID/FID/HECD Tetrachloroethylene NO 0.5 mg/Kg HdSp/PID/FID/HECD Toluene ND 0.5 mg/Kg HdSp/PID/FID/HECD Tdchloroethylone NO 0.5 mg/Kg HdSp/PID/FID/HECD Trichlorofluoromethane NO 0.5 mg/Kg HdSp/PID/FID/HECD Vinyl Chloride NO 0.5 mg/Kg HdSp/PID/FID/HECD Xylene(total) ND 0.5 mg/Kg HdSp/PID/FID/HECD Methanol ND 1.0 %w/w Metals X-ray Fluorescence Total Lead 51" 2 mg/Kg X-ray Fluorescence Total Chromium 110 12 mg/Kg X-ray Fluorescence Total Arsenic 4 ' 1 mg/Kg X-ray Fluorescence Total Cadmium 2�1 1 mg/Kg X-ray Fluorescence Total Mercury NO 1 mg/Kg X-ray Fluorescence Total Barium 350, 9 mg/Kg X-ray Fluorescence Total Selenium NO 1 mg/Kg * X-ray Fluorescence Total Silver ND 1 mg/Kg A lJ �TCLP/X- y Fluorescence TCLP Chromium ND, 0.3 mg/L ti ND=Not Detected below Reparting Limit(RL) Submitted By: Approved By: -- r C:1log1n=75014-5015.x P.O.BOX 0119.1771 WASHINGTON STREET•STOUGHTON,MA 02072-0119 TELEPHONE 781-341.5108•1.800-899-1038•FAX 781-344-3318 i 4 Y Cyn Environmental Services Analytical Laboratory E 0 V 10 0 IIt[ Customer: Hyannis Toyota Job Number: JS-098 . p M C Location: 1020-1040 lyanough Rd.,Hyannis,MA Waste Code: MA98 CC G R V I 4 E S Lab Number: 2075015 Sample Date: 12/26/07 Sample ID: Liquid Receipt Date: 12/26/07 Sampled By: Ben Dwelly Analysis Date: 12/26/07 Sample Matrix: Oil/Water(1/99) Report Date: 12/27/07 Sample Screening Report Methog AnalytEno Ri_Inorganics Units Closed Cup Flashpolnt Combustion 140 140 "F Total Halogens NO 100 mg/Kg Organics GC/ECD Polychlorinated Siphenyls NO 10 mg/Kg Metals X-ray Fluorescence Total Lead X-ray Fluorescence 4 2 mg/Kg Total Chromium NO 1 X-ray Fluorescence Total Arsenic mg/Kg X-ray Fluorescence NO 1 mg/Kg Total Cadmium NO 1 mg/Kg NO=Not Detected below Reporting Limit(RL) Submitted By: Approved By: Ile C.'Vogin12075014.5015xis P.O.BOX 0119•1771 WASHtNGTON STREET•STOUGHTON,MA 02072-01 1 9 TELEPHONE 781-341-5108.1-800-899-1038•FAX 781-344-3318 Nov , 3 , 2004 4: 14PM No ,1341 P . 2/5 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE, OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTREAST REGIONAL OFFICE 20 RIVLRSJDF DRIVE;LAKEVILLE,MA 02347(509)946-2700 M['r p ROMNEY ELLEN ROY TTERZFELDER. Governor Secretary XERRY HEALEY ROBERT W GOLLEDGP,,Jr. Lieuwnant Governor Commissioner November 3, 2004 Mr. David Weeks RE- BARNSTABLE BWSC RTN 4-11301 Shell Oil Products US Motiva Cost Center#100083 PMB 301 (Formerly Texaco Facility#11-143-0180) 1 S30 South Road,Unit 24 1140 Tyanough Street Wappingers Falls,New York 12590 EXECUTED ADMINISTRATIVE CONSENT ORDER-AMENDMENT NUMBER 3 ACO-SE-03-3S-002 Dear Mr., Weeks- Enclosed please find a fully executed original of Administrative Consent Order Amendment Number 3 (thc Amendment) for the above referenced Site. The effective date for the Amendment is November 3, 2004. The Amendment contains a revised schedule to return to compliance for item number 59, contained in Section V of the existing Consent Order,. If you have any questions regarding this matter, please contact Laura Stanley at (508) 94G-2880.. Sincerely, r 11 o athan E. Hobill,Regional Engineer reau.of Waste Site Cleaiiup s- H/LAS Enclosure: Administrative Consent Order—Amendment Number 3 ACO-SE-03-3 S-002 CERTIFIED MAIL# 7003 3110 00014363 1805 i This informsGon is 11v911Jllle in�Ilernale rormiL Call Dehm Doherpy„ADA('uordinalor at 617.292.5565.TDD Scrvice-1-800-298-1207 DEP on the World Wide Web: hilp://www.niass.gov/dcp Printed on Recycled Paper r ' / V Town of Barnstable �IHME Regulatory Services o� Thomas F. Geiler,Director • * B MAS& ` Public Health Division 1.1110 i6g9• ATFDMAy� 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. QM—W DATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT '.�V`� I'� Tf (a OW -�'t NAME OF ESTABLISHMENT EV'(0— ADDRESS OF ESTABLISHMENT -1- A16 H NAM ✓ • TELEPHONE NUMBER SOLE OWNER: YES )�NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. �T a Y _T? C STATE OF INCORPORATION I 1 ►o FULL NAME AND HOME ADD SS OF: PRESIDENT CPruQ"-( yWj. 6 13?rzu)L(,e i(►'i4G2Gsz TREASURER k CLERK SIGNATURE OF APPLICANT RESTRICTIONS: HOME AD SS S*0)e'L 1 '00a 6S otu1u-e 6`x • HOME TELEPHONE# LZ.1 '26?�� Haz.doc/wp/q MAIL-IN REQUESTS w • Please mail the completed application form to the address below. Also include a copy of your contingency plan(to handle hazardous waste spills, etc). In addition, please include the required fee of$100. Make check payable to: Town of Barnstable. Allow five to seven (7)working days for in- house processing. Our nl4ling address is: Town of Barnstable Public Health Division 200 Main Street Hyannis,MA 02601 FOR FAXED REQUESTS Our fax number is (508) 790-6304. Please fax a completed application form. Also, please fax us a copy of your contingency plan (to handle hazardous waste spills, etc). In addition, please mail the required fee amount of$100.00. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. Allow up to four days for in-house processing. • For further assistance on any item above, call (508) 862-4644 r Town of Barnstable � r Regulatory Services l 00 , Thomas F. Geiler,Director ( - `�, j, Public Health Division "� , ?�-��•�* �, . Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 ' /y- i�Fll s=� Phone: 508-862-4644 Email: healt h townbarnsta Cad . ble.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—5:00 Everett Corson,Inc./Oldsmobile,Cadillac Attention:John R. Cooke,Parts Manager June 18,2004 1040 Iyanough Road Hyannis,MA 02601 RE: Hazardous Materials License Required and OVERDUE Dear Mr. Cooke: The Toxic and Hazardous Materials Inventory conducted on May 19, 2004 shows that you have approximately 2,505.35 gallons of toxic and hazardous materials being . used/stored/generated/disposed of at your place(s)of business (Please refer to your copy of the Toxic and Hazardous Materials Onsite Inventory). The Town of Barnstable Board of Health has determined that using, storing,generating and/or disposing of over 111 gallons of hazardous materials per month requires businesses in the Town of Barnstable to obtain an annual Hazardous Materials Permit. Please obtain your permit. You have 14 days to comply. After this time,you may be issued a non-criminal ticket citation in the amount of$75.00 for the first violation and$25.00 for each additional violation. Each day's failure to comply with an order shall constitute a separate violation. Please refer to Article 39: Control of Toxic and Hazardous Materials, Section 13,and Section 14-1, 14-2,14-3,and 144(copy enclosed). Passing your Hazardous Materials Inspection and obtaining your license will keep your business compliant,prevent contamination of Barnstable's existing and future drinking water supply, prevent environmental contamination which can bankrupt site owners,lead to future regulatory, and possibly,legal problems,lower or destroy land values,drive out residents and industry, depress local economies and endanger public health. You will receive your Hazardous Materials License certificate after you have passed your inspection and paid the license fee. Your continued cooperation is greatly appreciated. If you have any questions or need further information,please do not hesitate to contact the Public Health Division. Thank you, ? AW - Thomas A. McKean,RS,CHO Director of Public Health enc. Hazmat license application Article 39,Sect.13,14 Roadside Service Cadillac 1-800-882-1112 Oldsmobile 1-800-535-OLDS E.H. Corson 1-800-649-3663 1 _ r i 0 � • _ �?G66 c 1-800-649-3663 Telephone 775-3600 IRW Parts`Direct 771-4412 `oaoewoeue JOHN R. COOKE Parts Manager EVERETT H. CORSON, INC. Route 132 imp Hyannis, Mass. 02601 -L 'Date: TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAMEOFBUSINESS: Sye,� . C ., , . • �CQ�;c'// � BUSINESS LOCATION: b C/o -� INVENTORY MAILING ADDRESS: it '' TOTAL AMOUNT: 1.TELEPHONE NUMBER: �O 3-' -7-7 .�� CONTACTPERSON: cx`d-�.t� �'-ar�N e� 2� J EMERGENCY CONTACT TELEPHONE NUMBER: F��E p�s-rICT TYPEOFBUSINESS: Cis- o'(eafew- Z,-.7T sev�ce_ OIeaaa- ER INFORMATION: N��«�lr�ta-u� y�l �'u t s Li'cazk� ekA- -. p ,A Mae ' ex_. 2`a-o- Waste Transportation: Name of Hauler: z �c Destinatio ' Waste Product: Licensed? Yes No 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. . NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Observed (gallons): Antifreeze(for gasoline or coolant systems) Drain cleaners Z-9&ANEW USED Cesspool cleaners 2_2-� Automatic transmission fluid Disinfectants _ Engine and radiator flushes Road Salt (Halite)I--�� 0� 2 59r( Hydraulic fluid (including brake fluid) Refrigerants ✓ Motor oils aev l Pesticides ef'70. 8 EW USED (insecticides, herbicides, rodenticides) G olline, Jet Fuel Photochemicals Fixers Diesel fuel, kerosene, #2 heating oil NEW USED 3F�• 'Other petroleum products: grease, Photochemicals (Developer) lubricants ear oil ,. g NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Ili Battery acid'(electrolyte), babes Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners 'I. Car waxes and polishes Leather dyes Asphalt& roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's c/ Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride)- ��Paint&varnish removers, deglossers Any other products with 'poison" labels Paint brush cleaners (including chloroform, formaldehyde, Floor&furniture strippers Metal polishes hydrochloric acid, other acids) Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or.hazardous (please list): .,;?- ocASpot removers & cleaning fluids Misc.' Z ��� (dry cleaners) 26.75- Other cleaning solvents . • Bug and tar removers 1 Z 3 3� It�� C a Town of Barnstable-Health Department Page 1 7 HAZARDOUS MATERIALS INVENTORY SITE VISITS DBA: Everett Corson,Inc.(Cadillac) Fax: Corp;Name: Mailing Address m, Location: 1040 lyanough Road,Hyannis Street: 1040 lyanough Road mappar: ® City: Hyannis Contact: 6�itw. f�i1,y� Cam- State: Ma Telephone: :775-3600 Zip: 02601: �5-3'3'5Emergency: Person Interviewed:Business Contact Letter Date: _. ...... ..... . Category: 'VehicleMaintenance Inventory Site Visit Date: Type: Follow Up/Inspection Date: ❑� public water indoor floor drains 0 outdoor surface drains icense required ❑ private water ❑ indoor holding tank mdc outdoor holding tank mdc currently licensed town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir - - - on-site sewage ❑ indoor on-site syste ❑ outdoor onsite system date: ._........ _.... RIGHT TOKNOW IN DECEMBER 1994. JOHN FURRH ASSOCIATES. 18 compli HYDRAULIC LIFTS. TIRELLI-ONLY 27 GALLONS A MONTH. Satisf ctory ANTIFREEZE(RECYLCLABLE)R12&R134-CERTIFICATION. ABCO PUMPS MDC TRAP. WILL BE HOOKING TO SEWER IN SPRING AND MDC TRAP WILL BE DISCONNECTED. WASTE MANIFESTS IN OFFICE. MSDS SHEETS IN PARTS DEPARTMENT. ACME FOR RAGS. BRAKE CLEANER AND INJECTOR CLEANER ALSO PRESENT(5) CASES. CRT-OIL FILTER RECYCLING. DZM Remarks:7/8/97 MSDS l sheets on site. Rags in cans with lid. Recycle oil filters. Acme Landry. 1 Note: See 97 inspection report for current list of chemicals on site. REMARKS: 6/11/98-CT warehouse/Delec trade batteries. WAST Boy active. / W.antifreze ddrums have 2nd.cont.inside a W.O.furnace used in a( alpA Z' winter. Unifirst does rags+uniform service.13 hydraulic lifts+electric lifts.MAD 048273932. s REMARKS: 1999-RECYCLE SPEEDY DRY. Y U � 7 tow-) 16 ��` • � 8 � ' corn _ ,�I D, 7 Y ~ Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials d❑ gty's>25 lbs dry or 50 gals liquid but less than 111 gals ❑ gty's 111 gals or more �descript�on: „ „< qty unitrof measure any product with the word"POISON"on label 3drums _._..._........-- _...__..._........ _._..........._.. _._............._._....__.._.__....._.........._...._.... .............._......._g.........-_._.........._....___...._.......... .._- automatic transmission fluid 300 allons __. _ _ _.____-____------ _.... _ _ ___._....___,._-...__..�..._...._ engine and radiator flushes i 0 misc.petroleum products:grease,lubricants 4006 gallons --- _._.._.____.._................_..............._.........-...__........._...._........_.._...............____._.................._.._..._. ...._. car wash detergents ......__._.........0............................................_.........._._. car waxes and polishes paint,varnishes,stains,dyes - 0W spot removers&cleaning fluids(dry cleaners) 0 ....-_..._..-__.......-_-_.----.--.._..__.._.__..__�__......_.__.._._ _____.___._..................._...__._.._._......._......__....__........_....___._..-......_..__.._..._...........__.._._..._._. bug and tar removers 0 household cleaners 0 __..._ —._........._._ . ... ._____ _ _-__.. __..__ dram cleaners 0 S - toilet cleaners } 0 ._.._..._._......_...__...._..............__........._....__..._........._.__......................_.....-........._...._.....__.__................ ..._.........____.__._.___....._._....__........_...._......_....._._...........__._ disinfectants 0 road salt 0 ......................._._.._....._....-.....___. .. ._._.__________._.._._..__.............._._.._._..................._......._..._._................_...._.-..___....._........___..........._...._.......... . refrigerants 0':. _.._._...................._.----_...........___ ...---.___._____................__.....__....._..__..._ ._.. _._...,..........___.._. ....____..... .... .__._.__..__.._.__._____..._.....___ �v other chlorinated hydrocarbons 0 antifreeze(for gasoline or coolant systems) 275gallons Waste ransporter: Safety-Kteen U of I Fire District: Last H Shipment-Date mJ 0-2- as e uler Licensed: N d V, oil Zx m0. N e ail �. © �t , ----------------------- f 1 1 4 6-o r"V • ., /V �S y c 6 " b—"45 ORD Ami e r� CHECK 49745 ISSUED BY: MARG ENGLISH EVERETT H. CORSON, INC. PAGE 1 CONTROL NO. HYANNIS, MA 02601 INC O A b N V 0ICE �RVQICEO JNTD :QRQE ;NQST ET NO AM4 T 063004 HAZ MAT TAX 100� 0 49745 20203 -100.0 HAZMATTX 8904 100.0 V" cOct fiU TOTAL 20203 100.00 DETACH AT PERFORATION BEFORE DEPOSITING CHECK REMITTANCE ADVICE TOWN OF BARNSTABLE BAR-W3390 . Ordinance or Regulation WARNING NOTICE Name of Offender/Manager ,�.� ► Address of Offender 1040 x MV/MB Reg.# 1 r.� Village/State/Zip 4A*411YU. . 121A 0Z(60 4 Business Name t1 � � i r * . rA am� pm, on Business Address )WAO Ma O'41 e4 +' Signatu� ie =olf Enforcing Officer Village/State/Zip , ZVIA Cl z.An l Location of Offense , � " /1 - ' Enforcing Dept/Division:, Offense""�"p G�- .�apt tilr s,t rir� IL. �-� Facts � ►.s+ .+� i r' �.�,r x+i�'ri n c&-"xA u fi.�t...ha I.Au -�, ,..► 1-1 ct W".,� This will `serve only as7 a w&r-ning. At this ime no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. Date: TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAMEOFBUSINESS: Ly . C�ii._, .�- '-• C�IGLc°/%C,� BUSINESS LOCATION: 10 1/C7 �.rno..vl�su.�,�► r .� �, INVENTORY .MAILING ADDRESS: TOTAL AMOUNT: TELEPHONE NUMBER: 5-0 S 7-75 3 Co OP CONTACT PERSON: zo- 7,� EMERGENCY CONTACT TELEPHONE NUMBER: — V Fli�e Ac 5 7'F?ICT TYPEOFBUSINESS: Cam a(ea le-r Z Pp,P�. / sew,ce OTOER INFORMATION: l ea/.�- c t- + I-�u z�l r�B cru rz P'1Y)a. i�►'u t 5 i c @-s�uiQ G�- Q Waste Transportation: Name of Hauler: = cz,�aA, (&z�c Destinatio Waste Product- s Licensed. Yes No 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. . NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Observed (gallons): Antifreeze(for gasoline or coolant systems) Drain cleaners -PQ3 "EW USED Cesspool cleaners Z_Z� Automatic transmission fluid Disinfectants Engine and radiator flushes �Na4 Road Salt (Halite) 2� Hydraulic fluid (including brake fluid) Refrigerants ✓ Motor oils Pesticides 4('70' 8 EW -oat, USED (insecticides, herbicides, rodenticides) Gne, Jet Fuel Photochemicals Fixers DieseG fuel, kerosene, #2 heating oil NEW USED 3�3•; Other petroleum products: grease, Photochemicals (Developer) --�� lubricants ear oil g NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Battery acid'(electrolyte), ba*it'e__ Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt& roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's c./ Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride)- Paint &varnish removers, deglossers Paint brush cleaners Any other products with "poison" labels Floor&furniture strippers (including chloroform, formaldehyde, Metal polishes hydrochloric acid, other acids) Laundry soil &stain removers Other products not listed which you feel (including bleach) may be toxic or,hazardous (please list): °_ ca,tSpot removers & cleaning fluids Misc.: Gu :2/3, (dry cleaners) `orb , Other cleaning solvents -- Bug and tar removers - , ems. 3� Town of Barnstable �pFZHE, Regulatory Services Thomas.F. Geiler,DirectorOil ti I B"�' S S. Public Health Division C/ 9� 039. �mg '°jEc r •'�°' 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. 2 9 4-0 0 2 DATE 2/14/0 2 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS-OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT Everett H. Corson, Inc NAME OFESTABLISHMENT Everett H. Corson, Inc ADDRESS OF ESTABLISHMENT 1040 Iyanough Road, Hyannis, MA 02601 TELEPHONE NUMBER (5 0 8) 7 7 5-3 6 0 0 SOLE OWNER: YES X NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. 0 4-2 4 7 3 810 STATE OF INCORPORATION MA FULL NAME AND HOME ADDRESS OF: PRESIDENT Rodney K. Corson, 800 Seaview Ave, Osterville, MA 02655 TREASURER Same CLERK Same SIGNATURE OF APPLICANT RESTRICTIONS: HOME ADDRESS �2cio -W,6 y\GZ JJ A QZ 6�&0 L60-m'p HOME TELEPHONE # Bd'yak 7�7� Haz.doc/wp/q i V Roadside Service r _ Cadillac 1-800-882-1112 Oldsmobile 1-800-535-OLDS t Jeep 1-800-521-2779 s E.H. Corson 1-800-649-3663 •�. FAX 508-790-0633 Email servieeeeorsonauto.eom Telephone 506/775-3600 1-800-649-3663 PATRICIA A. WASHINGTON service Consultant EVERETT H. CORSON, INC. Jew 1040 Route 132 Hyannis,Mass.02601 . "' TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH V 3.Auto Body Shops unsatisfactory- 4.Manufacturers (' l%C O (see"Orders") 5. Retail Stores COMPANY orso� CE r 6. Fuel Suppliers ADDRESS JOW RIL 132 Class: 7. Miscellaneous UANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) �IU� new motor oil (C) �transmission�/h� rauhc G cs: degreasers Miscellaneous: ,hT LL w1A, ao. 12 e" DISPOSAL/RECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply kjvi 0 U r-Ar ATown Sewer ZfPublic vti O On-site OPrivate VLASPjal 3. Indoor Floor Dr • s NO Holding tank MD( O Catch basin/D well �{t �, �o -Cp ,t Mti t ,r $64.r. ; O On-site system 4. Outdoor Surface drains:YES N ORDERS: O Holding tank:MDC O Catch basin/Dry well e v 2. CNy4_ O On-site system Cis J e. e clet,,4etj 5.Waste Transporter �' P✓ 1 Name of Hauler Destina tion Waste Product Licensed?, f ffaa 1. C U 1 S M 0 V Ja o r �A� PLW9 YE s NO 2. G e .T I 7� -D o �e �98a n � .� Person(s) Interviewed V I Inspector Date - �'A v. 1 ' Roadside Service +" Cadillac 1-800-882-1112 Oldsmobile 1-800-535-OLDS Jeep 00-621-2779 E.H. Corson 1-800-649-3683 ' FAX 508-790-0633 Email:corson@prodigy-net fly . Telephone 508/775-3600 ALBERT G. ROBBINS Service Director EVERETT H. CORSON, INC. Jeep Route 132 Hyannis, Mass. 02601 TOWN OF BARNSTABLE MPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2. Printers BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS /s�-stf Class• 7.Miscellaneous IS 1V�A �/ QU TITIES AND STORAGE (IN= indoors; OUT-outdoors) F'OR MA11E1RIALS - 1 IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline Jet Fuel (A) Heavy Oils: waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers - 00 Miscellaneous: v�o, e DISPOSAURECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply Town Sewer �lic O On-site OPrivate 3. Indoor Floor Drains YES 'lam` NO9 - — Holding tank:MDC L x Catch basin/Dry well O On-site system /' 4. Outdoor Surface drains:YES f/ NO ORDE S: O Holding tank:MDC Catch basin/Dry well O On-site system 5.Waste Transporter Nam e Destination 2. Person(s) Interviewed Inspector Date 1 - t Roadside Service Cadillac 1-800-882-1112 Oldsmobile 1-800-535-OLDS - Jeep 1-800-521-2.779 f _ E.H. Corson 1-800-649-3663 FAX 508-790-0633 Email:Corson@prodtgy.net ' Roadside Service Cadillac 1-800-882-1112 Oldmsobile 1-800-535-OLDS Jeep 1-800-521-2779 FAX 508-790-0633 Email.. corson@prodigy.net PAC Telephone 508/775-3600 ALBERT G. ROBBINS Service Director EVERETT H. CORSON, INC. Route 132 Jeep Hyannis, Mass. 02601 " Pam Telephone 508/775-3600 � - 1-800-649-3663 JAMES P. LARY Service Manager EVERETT H. CORSON, INC. Jeep 1040 Route 132 Hyannis, Mass. 02601 TOWN OF BARNSTABLE MRUANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY `?'�'�, ,�� (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS A42 0'-0 -- lass: 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MAT RIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) v e � Heavy Oils: ' waste motor oil (C) new motor oil(C) Q �'� transmission/hydraulic Synthetic Organics: degreasers r4l Miscellaneous: IL DISPOSAL/RE(;LAMATION REMARKS: 1. S nitary Sewage 2. Water Suppl If y (Down Sewer `Public �. 0 On-site OPrivate 3. Indoor Floor Drains YES-J/NO 0 Holding tank:MDC 0 Catch basin/Dry well 0 On-site system ,/ 4. Outdoor Surface drains:YES G' NO O ERS: M 0 Holding tank:MDC _ Catch basin/Dry well On-site system 5.Waste Transporter Name of Hauler Destination Waste Product •d 1. a / �� �7 yam.. W YES NO o �'ry q Pers n s) ewed rngVector Date TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF EALTH Satisfactory 2.Printers 3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY � ��^ e (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS 0 at Class: 7.Miscellaneous 4ILIcwt4.5 QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) ! -�l y, new motor oil (C) �TIF transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: DISPOSAIJRECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply C ✓" ��t �'� -t_t� . O Town Sewer OPublic P G✓.A" _9 Q On-site OPrivate ,. 3. Indoor Floor Drains YES_&NO ,, O Holding tank:MDC_ j 6 ,. ~ d- `r l (/� O Catch basin/Dry well l f 3 • +i f ,QCL" O On-site system ®Y72 �Z 4. Outdoor Surface drains:YES )K, NO ORDERS: O Holding tank:MDC O Catch basin/Dry well On-site system 5.Waste Transporter MNarne of Hauler Destination' Vaste ProductLice sed? /' ( YES NO 2. QIL� - W� F 0- C � o Person(s) Inter4ewed Inspecto Date TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2•Printers BOARD OF HEALTH 3.Auto Body Shops _ O unsatisfactory- 4.Manufacturers COMPANY Va--4'e. - a ,7�c (see"Orders") 5.Retail Stores �pp�� l 6.Fuel Suppliers ADDRESS �7" V 1SS5' ! 7.Miscellaneous a k UQU TITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS 1 ME ,• - OUT IN OUT IN OUT #&gallons Age Test Fuels: IN: Gasoline,Jet Fuel(A) Diesel, Kerosene, #2 (B) TT_ Oils: ' waste motor oil (C) C new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous- /� A� � � 4 OWA Ate- s� a �es roc s � DISPOSAL/RECLAMATION REMARKS: _.. 1. Sanitary Sewage 2.Water Supply Ouown Sewer Public O On-site OPrivate O f 3. Indoor Floor Drains YES N0Y— t O Holding tank: MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES-4NO OR S: O Holding tank:MDC 7r Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler 1 • ' bd 1. K(aft 2. 6 Caq X A ,/� Person (s) Interviewed Inspector I5dte f a TOWN OF BARNSTABLE k OMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair nters BOARD OF HEALTH satisfactory 3.2.Auto Body Shops COMPANY KW, rf"Il � CPZ50 unsatisfactory- 4.Manufacturers O (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS c Class' 7.Miscellaneous NAII'SQUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground .IN OUT IN OUT IN OUT #&gallons Age ITest Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy-, il :�7 X ( waste_motor new motor�oil transmissio Y draulic Synthetic Organics: degreasers Miscellaneous: 3� t�ci a, rc., 1 v o i LT r�lr DISPOSAURECI.AMATION F 1REMARKS: � 1. Sanitary Sewage later Supply Wow a Town Sewer ublic On-site OPrivate nn p 3. ndoor Floor Drains YES_kNO I I ImoW' ,Holding tank: MDC r O Catch basin/Dry well l i' O On-site system AACa V 4. Outdoor Surface drains:YES-k—NO „� Holding tank:MDC OO 6/yy��,� 1� Catch basin/Dry well ., C �1 � O On-site system . VV � '(� id I 5.Waste Transporter �7[W Name of HaulerDestination Waste c Product OI L I W {J 1 YES NO 2. If " C AA Person (s) Interviewed Ins ect r 64 e ACME kfi G 3 t 4 a k TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM Mail To: NAME OF BUSINESS: Everett x. Corson Inc. Board of Health MAILING ADDRESS: 1040 Iyanough Road/Rt. 132 Hyannis MA Town of Barnstable TELEPHONE NUMBER: 508-775-3600 P.O. Box 534 CONTACT PERSON: Rachel Brown Hyannis, MA 02601 Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous characteristics and must be registered a � , Please put a check beside each product that you store: v Antifreeze (for gasoline or coolant systems) L1 Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, _ Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners /Asphalt & roofing tar Leather dyes v Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers t//Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) V Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) / including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners White Copy-Health Department/ Canary Copy-Business I n/JOU; TOWN OF BARNSTABLE LOCATION 10V0 �tr ��� L�a7'°3 f �i�l�=49EVAGE # VILLAGE ASSESSOR'S MAP & LOT .INSTALLER'S NAME fa PHONE NO. A & B CP,N"� ti �. SEPTIC TANK CAPACITY A06- tr LEACHING FACILITY:(type) !)f1 (size) /�Gl� NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER C pt°5os7 Cof j/Z//cg c,_ DATE PERMIT ISSUED: / Z,- DATE COMPLIANCE ISSUED VARIANCE GRANTED: Yes No 1 r ---i-�` �. r �. � � ,� � . 7 -� � _ ... __ HYANNIS FIRE DEPARTMENT ` : 95 HIGH SCHOOL, ROAD EXTENSION HYANNIS, MASS. 02601 RICHARD R. FARRENKOPF BUSINESS: 775-1300 CNI6F _ Smohe !Oetectvzd Save ,eived EMERGENCY: 775-2323 PERMIT FOR; FOR REMOVAL AND TRANSPORTATION OF STORAGE TANKS FDID NUMBER 01922 DATE OF APPLICATION 5� 1r11 Bog PROPERTY OCCUPIED BY �. 1-1. Cs_X Sp,. Tnc_. PHONE LOCATION : ' lQtAQ PROPERTY OWNER v¢ PHONE :"17S--lbQQ TANKS TO BE REMOVED : ALL TANKS SHALL BY INERTED BY THE USE OF DRY ICE AT 1 . 51bs per i00 gai • QUANITY SIZE (GALLONS) FORMER PROD C T R D _3 QoQ 6 Y�,QVl Yn9_Qb 55D Ymotor b�L- � PROJECT SUPERVISOR PHONE COMPANY NAME ADDRESS : Al\Qyy% EXCAVATION COMPANY Cl4ay. �choc_� PHONE ADDRESS : DIG-SAFE NUMBER _Bq 15 - ygy�,o START DATE 5- 1-7 -act COMPANY REMOVING USABLE PRODUCT FROM THE TANK(S) NAME L�Qav\ PHONE : ADDRESS : \ COMPANY CLEANING THE TANK(S) AND REMOVING THE HAZARDOUS WASTE : NAME : �\acboc(• PHONE : 4lv\' l3U7 ADDRESS : D.E.Q.E. LICENSE NUMBER:.Ept-)mIjNPp000tA -Lc1�_W BMf,1.ic-S : Y` k-1Z MANIFEST NUMBER: m'AC y39 p,Q�{ COMPANY TRANSPORTING THE TANK(S) NAME: G\QAv\ acbo c_'o PHONE ADDRESS : THE TANKS SHALL BE TRANSPORTED TO YARD NAME PHONE ADDRESS : M13 MASS . FIRE MARSHAL ' S APPROVAL NUMBER O 3F-ij] DATE OF ISSUANCE s- }-?-aol INJYANNIS�FIRE DEPARTMENT USE ONLY DATE OF EXPIRATION I WHAZARD FOUND - SEE LEAK REPORT REMOVAL WITNESSED - NO HAZARD S NATURE OF APPJZICANT SIGNATURE OF HYANNIS F.D. OFFICIAL INCIDENT REPORT (Extract NFIRS - 1) DELETE Hyannis Fire Department CHANGE FDID INCIDENT N0. EXP.NO. MO DAY YR DAY OF WEEK ALARM TIME ARRIVAL TIME TIME IN SERVICE 1922 Ci'3Ga�t)� 0 05/ 17/89 Wedroesda 4 12: 1 _ 12: IS 12:57 TYPE OF SITUATION FOUND TYPE OF ACTION TAKEN MUTUAL AID piII , 1eNk With no ignition 1 4.1 Investigaticen only REC'D GIVEN In W FIXED PROPERTY,USE IGNITION FACTOR LL motor vehicle- repair, paint shop 573 NO FIRE -► J J CORRECT ADDRESS 21P C Q ODE CENSUS TRACT cc I''i ANDUGH RD 1040 00002601 1 0 LL OCCUPANT NAME(LAST,FIRST.Mll TELEPHONE ROOM OR APT. 1W- E.H. CORStiON INC, t508> 775-3600 W J G. OWNER NAME(LAST,FIRST.Mil ADDRESS TELEPHONE o E. H. CORSON I NC. I'YANOUGH RD 1040 - (508)7 7 5-36C)C) U METHOD OF ALARM FROM PUBLIC CO.INSPECTION SHIFT NO.OF ALARMS TelE-phone diw- ct to fire depAr•tmerl . i DISTRICT 1 FI .1 N0.OF FIRE PERSONNEL NO.OF ENGINES NO.AERIAL APPARATUS NO.OTHER VEHICLES RESPONDED 1 RESPONDED E) RESPONDED E) RESPONDED 1 U. }} to 1- 1- J J Q N0.OF INJURIES NO.OF FATALITIES a y V) FIRE SERVICE 10 OTHER �) FIRE SERVICE c) OTHER 0 V V COMPLEX MOBILE PROPERTY TYPE C> L> 0 y AREA OF FIRE ORIGIN EOUIPMENT INVOLVED IN IGNITION W W H cc JLL 4. J FORM OF HEAT IGNITION TYPE OF MATERIAL IGNITED FORM OF MATERIAL IGNITED V METHOD OF EXTINGUISHMENT LEVEL OF FIRE ORIGIN ESTIMATED LOSS(DOLLARS ONLY) N0.OF CONSTRUCTION TYPE STORIES EXTENT OF FLAME DAMAGE EXTENT OF SMOKE DAMAGE �) rl w LL 2 LL DETECTOR PERFORMANCE SPRINKLER PERFORMANCE 1W- ILI C) t) a TYPE OF MATERIAL GENERATING MOST SMOKE AVENUE OF SMOKE TRAVEL 0 U IF SMOKE L) C) V H SPREAD y BEYOND ROOM FORM OF MATERIAL GENERATING MOST SMOKE OF ORIGIN £) IF MOBILE YEAR MAKE MODEL SERIAL NO. LICENSE NO. PROPERTY C) IF EGUIPMENT MAKE MODEL SERIAL NO. INVOLVED IN IGNITION 4) OFFICER IN CHARGE(NAME.POSITION,ASGMT.) DATE LT DEAN PIELANSON 05/1 7.'E19 MEMBER MAKING REPORT DATE 1986 ARRAKIS PUBLISHING -'� A CALL FROM ROPERT RAYMOUND OF CLEAN HARBORS INC. REPDRTINA A LEAKING 4NK AT THIS PROPEI:7TY. A 550 GAL. MOTOR OIL. TANK AND A 1000 GAL WASTE OIL. TANK WERE PREVIOUSLT REMOVED, WITH PRDPER PERMITS, FROM THI-si SITE W11 —1 NC► PROEIL.EM. UPGI'J EXCAVATING TI-4E A 30(.-)0 GAL_ GAGOI—INE TANK PRODUCT WA:3 W.ITED NEAR THE CONNECTION FOR THE PUMP SUPPL`r PIPE. SOIL IN THIS AREA WAS -rEs-E'E:D ArlD WAS FOUND TO HAVE 1-41GIA TRACES OP PE'T'ROL..UEl',4 PRO.1)(.jCT. I WITNESSI:,D FURTHER EX(—l*A;.►ATIDN AND SOIL TESTING ALL OF WHICH HAD HI6I-1 LEVELS OF P'L:TROLEUM PRODUCT. . THE APPREARE TO HAVE OCCURED AT THE SWING JOINT AT THE TOP OF THE TANK. A REV: OF CORSON' S CALLED 1F—UssE AND THIS DEPARTMENT TURNED THE MATTER OVER TO THE .TOWi'J OF BARNSTABLE U(C)ARD OF HEALTH. LT DEAN L.. MELANSON. i No.2?---Z5.r F�$...a�Q..."'............ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiun for Dispoti al Works Tunutrnrtiun Prrmit Application is hereby made for a Permit to Construct ( ) or Repair (c*) an Individual Sewage Disposal System at: --•lab. �,.�'hZ+ .......... ..........................................- ----------• - ............. C.ation-Addressor Lot No. ... . ...lAJu-............................................................. ... �oyo. ....................................._...-- Owner .36a �ai n Se . ess ..... d ttrow ....... ....-..&nn....---•--•--•-----•--•---••-•-•-•-•----------------•....-•-•------- Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms................................. _Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building ............... No. of ersons__..._.._._................. Showers — Cafeteria a YP g ------------- P ( ) ( ) Other fixtures -------------------------------• . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 1:4 Septic Tank—Liquid capacity............gallons Length-------,........ Width................ Diameter---------------- Depth--------------- Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area--------------------sq. ft. x Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water-____--_________----.--. Test Pit No. 2................minutes per inch Depth of Test Pit._.............._... Depth to ground water_-____-_ --___--. -__. --------•-----------------------................................................ 0 Description of Soil------------------------------•----...--------------------------------------------------------------•----------•-••-•---••-••-------------•---------............---- x U ...........................................................--------------------------•--•------------------------•-----------------------------.....---------•-•-•--------------------------••---------- w x -----------•----•--------------•--- --•--•----------•--------------•------------------------------------------------------•------•- •. --- ----- --------------- U Nature of Repairs or Alterations—Ans r when applicable__ edttvt�4,..r QA...rAL ... _J?► ............... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complian een issued by the board of health. Signed-.= V!7�4. _ .. � �Z . ��----------- Date Application Approved By --------------- ----- �° = � l '=Ebte`. Application Disapproved for the following reasons- -------- ----......................---------------------------------------------------------------------------- -- ------- -- -- --------------------- -------------------------------------------- --------- ------- ------ -------- ---- ------ ------ ------------------------------------------ ------------------ - ........................................ �1- -`---- ---- ------------------ Issued Permit No. ------ Date T Q � , No..1/._ 75 Y � Fims..d .........: THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH � TOWN OF BARNSTABLE Apphration for 14spnsal Works Tonotrurtion jJamit Application is hereby made for a Permit to Construct ( ) or Repair (4) an Individual Sewage-Disposal Syostem- rb kat o&_a C , �arntis Location.Address It�LIo outs� or Lot 14 No. ur n �c� t�cic 132 4, or of ........ .C-•••....••••-............................................................. ....................................... ............•-------------•••---•-••-•-•••-••-•--•----•-- Cc U Owner _ I}1 ►� p rrA�d�dress W 35o MC.In S a_� (V..dr l�4rhta(A°Fk+ ,.a -----------------------------------------•-------......---------------.......-•---•••...-••••-•. .................................•--•-1............... Installer Addressv dType of,Building R Size Lot............................Sq. feet U Dwelling—No. of Bedrooms................ ------------••-------___----Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Buildin a yp g ............................:No., of persons.................. _. .Showers ( ) — Cafeteria ( ) dOther fixtures .----•--•------------------------------•---•----------•-------------------•-••------•-----•••-•••••--•---.....-------------•---...----•....---------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1...._-----------minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2...............minutes per inch Depth of Test Pit.................... Depth to ground water_-__•_-.-_----_---_-_-_- wk f.............................................................................................................................................................. 0 Description of Soil...............................................................................---------------------...---•-••--•--•--•---••-•-------------------------•-------------- i ....IK ., U Nature of Repairs or Alterations—Ans`wer9 when applicable.__2 !a_iot; ---1-�.111tnp._ !-A.!Sp�r-.i Q.sac 1.4.................. W,S`7- GV1 2 CtS f PC.-SA l roa. -y T- 4��.I 1 ............................... ..................................'--__.. Y Agreement: The undersigned agrees to instalKthe aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State-Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance-ha (been issued by the board of health. _ Signed I;er c.�� �- -- j Date Application Approved ByDw - Application Disapproved for the following reasons- ---------------------------------------------------------------\---------------------------.------ -------------------------------- ----------------------------------------------------- ....------------------- ...-------------- ----------- ----.-------- ---.............................................................. ---------------------------------------- Z - Da Permit No. ...... cc - Id e Date A THE COMMONWEALTH OF MASSACHUSETTS G BOARD OF HEALTH TOWN OF BARNSTABLE kCertifirate IIf OLTIImpli Sn e THIS IS T CERTIFY, That the Individual Sewage Disposal System constructed ( ),:or Repaired (qC ) b ----------------- 0..........c e.-.... ...------------------ --...I.-tall-.............-------------.....------ ---------.........-----...........t----------------------------------------- Y l----- Installer at 0...4'1.�-......... _...._13__�L........ C -•rry� a -.�-... .... : .... ......... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. . . ....�-__._..._ dated .............................:.................. pP P .. cc----.... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE AS A GUARANTEE THAT THE SYSTEM/r FU j9ON SAJI�ACTORY. DATE.............................................................---------------------------------------- Inspector ................_.. ..... THE COMMONWEALTH OF MASSACHUSETTS r BOARD OF HEALTH �r �f TOWN OF BARNSTABLE NO.... ..........:.. FEE.A L.•- ......••.. Disposal Works Tunofrudivit amit Permission is hereby granted.........A-` .....f ----------------•-.....-----•--•--•-•--•••-•-••••-•....................---•-----••-•... to Construct ( ) or Repair an Individual Sewage Disposal System atNo......... L?c7w..6.....n-r.------...L- L-�L------•---•-----I ----------------•--•------...---•-------•--•--------------------•--•---•-•--------.. Street as shown on the application for Disposal Works Construction Permit No... ... Dated.......................................... Board of Health DATE............... ....................................................... FORM 38808 HOBBS 6 WARREN,INC..PUBLISHERS Jn 1 THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH /L2..........OF........ / Ter#ifirafe of Tampliaurr T S ISnO '.ERT That the Individual Sewage Disposal System constructed ( )) o Repaired by {,W¢ Installer -------- has been installed in accrdance wit e provisions Ar I of State Sanitary Code as escribe in the application for Disposal Construction Permit No------- -------,'.2-0-7---.--. dated....-�-��'.-7�...--........ THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE---_.......•......................••-•......--------•-• .:... Inspector..................=----------'--•-•-----•-•-----•------- = r �74 r ® . .................. ` THE COMMONWEALTH OF MASSACP,� OARD F HIE TH _... ....( .......OF...... . ` .................. .:. ....................... ...................... 0- 1 Appliration -for Uiiipooal orkfi Tottratrurtion Prrinit Application is hereb made fora Permit to Construct (� or Repair ( ) an Individual Sewage Disposal yst�eym at: i �j QUA K--�� ------•---....�!P +�`a.......'------..... ••----•--•--...... Location-Address or.Lot No. _�-- ------------------------ - .---....--------------------------...........------. ��� Owner -.-. Address a >!./1\�`. ._..... <l� _A LI'_ ---------•............................. ......_..__.......•........•.............-- Installer Address Type of Building Size Lot_.!Z.s_Q...A,.....Sq. feet Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ....)...................... No. of persons.._ 57---------------- Showers ( ) — Cafeteria ( ) QOther fixtures --------- - "G40-nbe t2.�%_mac----. -R.t ' ' ----•----•---------------------------------•---•---- W Design Flow..................15'...................gallons per person per day. Total daily flow-------------------- .............gallons. W Septic Tank—Liquid capacitv.1-0. Q _ .. Q --gallons Length................ Width............._.. Diameter_......... ___. Depth.- _____-._---- x Disposal Trench—No..................... Width-------------- _. otal Length.................... Total leaching area--------------------sq. ft. Seepage Pit No....../---..-_______ Diameter.../ ---------__"depth below inlet.................... Tot 1 leaching area----------------..sq. ft. z Other Distribution box ( ) Dosing tank ( ) !��- P,191 — '-a P-'7C Percolation Test Results Performed by--------------------- .................................................... Date--------------------------------------- Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water..-.-.-_______-._-._.-.. (� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-----------.--.___-----. ..........-- Description of Soil = � `'°` ��'y x �., W V Nature of Repairs or Alterations—Answer when applicable.........:...................................................................................... -----------------------•-------••--•---•-----••-•----------•-----.--..--------------------------•------------------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ' d by t oar of Yiealth. A 170Sign .. --•------------•_.... •• ate Application Approved By----- --- ------- Application Disapproved for the following reasons:----------•..............•-----•----•--•---•---.........----------.._...-•--------..._.........---•••......----- .............•.....••.......•...•.•••.•...••.............•••........•.•.........••..••••••.•.•..•..•...••......••.._..._..................•......••.•.••.••.....•.................••••..........••.••..... Date PermitNo......................................................... 'Issued........................................................ Date No.... � .... Fs$......� .......... ^3 r Ty THE COMMONWEALTH OF MASSACHUSETTS l BOARD F HE L T H ' ...... .......OF...... .. .......... ........... ................------. r A.VVIirtttion -for MiVooal orkii Tonotrnrtion Vrrniit Application is hereby made for a Permit to Construct (V� or Repair ( ) an Individual Sewage Disposal Systeem7 at: �. AN u�_`.•................... �-- q. ���. Location.Address or Lot No. .......................... ..............................................................-•-•-----_-•-•-------t.--------- W Owner Address ......-- Installer Address Type of Building Size Lot..`�,_.-0...A._----Sq. feet U Dwelling—No. of Bedrooms...........................................Expansion Attic ( ) Garbage Grinder ( ) a`�., Other—Type of Buildingxtures ------ -.___!�................•__-_- No. of persons ... 'S. ............_.._ Showers ( ) — Cafeteria ( ) Other fi V -�.M C?_�ai.�..ta. .._a 4;;�N,`�"�..._-S ( ---------•-•------------;;;;--•---•------------•--- W Design Flow.................. .!_....................gallons per person per day. Total daily flow................ ----------gallons. WSeptic Tank—Liquid capacity-1000---gallons Length................ Width_....._.._..._. Diameter................ Depth---------------- x Disposal Trench—No- -------------------- Width............ Fotal Length------------_------ Total leaching area--------------------sq. ft. Seepage Pit No------ ------------- Diameter-./4.-Y.-.0----- Depth below inlet.................... Total leaching area----.-------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) D,,4- /0 aPercolation Test Results Performed by---------------------------------------------------------- --- Date--------------------------------------- Test Pit No. 1................minutes per inch Depth of Test Pit-------------------- Depth to ground water...-___---__-.-.__.----- �14 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water--.-..---_---_----_--._. 04 ------------- •----- -------f f Description of Soil___. . .--U_'----........``f •_. ........... �____ (� -- z �- dl T '`,.'a q-.:. � c---------------------------------------------- W ----------------------------------------------------------•--•--------------•----••--••---- ---------•---------------------------------•------------•-----------------•------•-•------•------- ..--V Nature of Repairs or Alterations—Answer when applicable----------------------------------------------------------------------------------_-.--_---.... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ' ed by t board o�f health. Sig --._. -• -- --- ......i v --•-- .... ate Application Approved By----- ---- --------- ---- -----fie L-7. ..-- ..................... Date Application Disapproved for the following reasons---------------•----•------------------------------------------•-•-----------------------------------•----------- •------•-•----------------------•----••--•--••------••------------------------•-•-----•---•-•--------•------------••---------•-------•---------------------•----•--------•----------•-------------.----- Date PermitNo........................................................ Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD;54. HEALTH ...........OF........ ...................... err#if irtttr of f�omplittnrr T S IS O ER" IF , That the Individual Sewage Disposal System constructed ) or Repaired ( ) b _y �--------- -------------- ----------- --•---- - Installer l / at 117�4 -- • L1_ hI of •-•-•- - has been installed in acc K eit f the rovisions �-rr�' e of he State Sanitary Code as escribed in the p �application for Disposals Construction Permit No. ............... .Q__ _______. dated..... _ `_: -7 ___.__...._... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD 6-0 F HEALTH D ;..... .......of...... . Git�1v %% .G - '�� No......................... FEE--- ............ �i��tt�ttL ork,� �o rn ;o$t �rrutit Permission�sjI-ereby granted- C to Con ct ( '' ) orYtion ( ) an ndivi al Sewage Disposal Sy!:e _ at No. d.V. ./�A-.4-.-- --------- --- -----ram- ! ,- Street �J/ as shown on the applir Disposal Worl. Construction Per it No ___....._..� Dated-__;,�_- .,)__�- / E� ....._ �. " Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS - 1 Hyannis, South Wind Plaza LOCUS MA Festival Plaza GROUNDWATER WELL GAUGING REFERENCE I DATE:12/28/07 TIME:10:30 TIDE: \ LOCUS: Plan Entitled:"Site Plan"Prepared by Thomas Joy Air I \ WELL T.O.C. D.T.W. S.W.L. FLOW VECTOR #1040 lyannough Road for the Williams Company,Inc.,Dated 4/30/76 1 Friendly s MW-1 48471 27.35 2L36 94° Plan Entitled:"Floor Plan&Elevations"Prepared by Thomas Joy p Restaurant I _ MW-2 48.17 26.85 21.32 S 86°E for the Williams Company,Inc.,Dated 4/30/76 MW-3 49,26 27.80 2 L46 Town of Barnstable Assessor's Map 294,Parcel 2 I \ t Rote 28 -�7 2T g I KEY MAP Hyanni5 I Toyota LEGEND Commercial OvG/� I *TP Test Pit/ _ $TB Test Boring ,(� N A Mw Monitor Well / OqO I O IV ® Catch Basin O . Utility Pole Floor / Cape Crossroads /PO/ , d J zt ' Ondominuim5 VT —w— Water Line C \ / ' O —G— Gas Line m —5— Sewer Line 00 1 AB UTTERS Vacant 0 200 400 GOO SCALE I .a_..:•ir'I�!-)r:'u,•, A.ie„tin•:t<::Ir.,a::e ,/d a� W WWwW—W W—L. TB� G GG—G ® GGFG Ou "J Former Gasoline Dispenser - 'AC :.'Wash Bays Q „ Parts Zt Festival ,F E Mezzanine Above- LOverheadH Plaza ;Showroom Door(typ) CB Pa is Storage) Service ��door Drain(typ) Cape Crossroads o o Residential Condominums �Bm Offices Lift(t )—,H H H H H H H H v YP OAC 2'Wide Concrete OQ L,J I,000 Gal.Septic Tank 6 T-2# �— Apron Ti Pormer Leach Rt(Converted 5 5 5 5 5 5 to Stormwater Leach Pit) ® ,Q 5 5 Gnt Remover [{TB-I/MW-I Oil Water Se arator J Sign ' GB TB-2/MW-2 CB CB EXTENT OF EXCAVATION �� (I 8'x I G x 10) South Wind Plaza Project: Everett H. Corson Hyannl5 Toyota Corson Cadillac Jeep,1040 lyannough Road,Hyannis,MA Sales$Service Title: UIC CLOSURE/IRA COMPLETION STATEMENT Corson Cadillac,1040 Iyannough Road,Hyannis,MA - BENNETT ENVIRONMENTAL PLAN ASSOCIATES, INC. LICENSED SITE PROFESSIONALS,ENVIRONMENTAL SCIENTISTS, 0 40 80 120 GEOLOGIST,SANITARIANS 1573 MAIN STREET,P.O.BOX 1743,BREWSTER,MA 02361 SCALE 1"=40' PHONE:(503)$96-1706 —b—ft- xom FAX:(508)896-5109 DATE SCALE BY CHECK JOB NUMBER DRAWING:...\2005D--35iA ENVIRONMENTAL\Carter-Coreon Ca611ac4624\4847.UIC.dwg 03/20/08 As Noted JTW/f DCB B008-4847 Hyannis, South Wind Plaza LOCUS MA Festival Plaza I GROUNDWATER WELL GAUGING REFERENCE i I DATE:12/28/07 TIME:10:30 TmE: \ LOCUS: Plan Entitled:"Site Plan"Prepared by Thomas Joy 1 \ WELL T.O.C. D.T.W. S.W.L. FLOW VECTOR #1040 lyannough Road for the Williams Company,inc.,Dated 4/30/76 1 Friendly5 MW-1 48.71 27.35 21.36 94° Plan Entitled:"Floor Plan&Elevations"Prepared by Thomas Joy p Restaurant I _ MW-2 48.17 26.85 21.32 S 86°E for the Williams Company,Inc.,Dated 4/30/76 1 _ MW-3 49.26 27.80 21.46 Town of Barnstable Assessor's Map 294,Parcel ate ye C F ° KEY MAP /�— Hyannis I Toyota LEGEND. /Commercial OvG� I *TP Test Pit / _ QTB Test Boring N p Mw Monitor Well - 1 OqD I O N ® Catch Basin . r0-+ Utility Pole O Floor / rain Cape Crossroads —w— Water Line ' Condommulms —G— Gas Line —5— Sewer Line U � \ m rJ° ai / a rn 1 ABUTTERS Vacant 0 200 400 GOO SCALE I CB W WWWWW— W —W� V %r .:h�O.:.;I. Farmer Gasoline ..:,-•._r0-1 T;.ni Dispenser �, I A TB-3/ f CC MeV-3 n CB m AC., Wash,B a J ; lX Festival Q F E Parts LOve headH H H H H H H t/H /H' Plaza u Mezamne Above- 4 CB irJhOWPOOm Parts Stooge) Door(typ) Service 'm Cape Crossroads o o _Floor Dram(typ) a Offlce5 urr(typ)rH H H 0 � � Resldenbal Condominums / n°' a. iy w f....:......:.......................:.....:,., QAC 2'Wde Concrete TP-2 1,000 Gal,5e c Tank 4 / �''�.. A on r�rmrr.n. pr Former Leach PRt(Converted 'Y k'F' to 5tormwater Leach Pit) ER 5 5 Gnt Remover T5-I/MW-1 Ti O Oil Water Se orator J S,gn t ilr� ..- CB \ T13-2/MW-2 CB CB C EXTENT OF EXCAVATION 3Q (16 x I G'x 10') South Wind Plaza Project: Everett H. Corson Hyanm5 Toyota Corson Cadillac Jeep,1040 lyannough Road,Hyannis,MA gales*service Title: UIC CLOSURE/IRA COMPLETION STATEMENT Corson Cadillac,1040 Iyannough Road,Hyannis,MA BENNETT ENVIRONMENTAL PLAN ASSOCIATES, INC. LICENSED SITE PROFESSIONALS,ENVIRONMENTAL SCIENTISTS, 0 40 80 120 GEOLOGIST,SANITARIANS 1573 MAIN STREET,P.O.BOX 1743,BREWSTER,MA 02361 5CALE 1"=40' PHONE:(508)896-1706 waw.b—d—.— FAX:(508)896.5109 DATE I SCALE BY CHECK JOB NUMBER DRAWMG:-A20050rawm3sW ENVIRONMENTAL\Carter-Corson Cadillac4824\4847.1.1IC.dw3 03/20/08 As Noted JTW/f DCB B008-4847 1 I T I F i Hyannis, South Wind Plaza LOCUS MA Festival Plaza I GROUNDWATER WELL GAUGING REFERENCE I DATE:1228/.o TIME:10:30 TIDE: WELL T.O. � LOCUS: Plan Entitled:"Site Plan"Prepared by Thomas Joy #1040 lyannough Road C. D.T.W. S.W.L. FLOW VECTOR I for the Williams Company,Inc.,Dated 4/30/76 I Friendl�ls MW-1 48.71 27.35 21.364114° Plan Entitled:"Floor Plan&Elevations"Prepazed by Thomas Joy Ro Restaurant MW-2 48.17 26.85 21.32S 86°E for the Williams Company,Inc.,Dated 4/30/76 s2 I _ MW-3 49.26 27.80 21.46 Town of Barnstable Assessols Map 294,Parcel 2 u iQ 6 � R I KEY MAP Hyannis I Toyota LEGEND Commercial OvG� I 1 TP Test Pit_ A m Test Boring ,(� N w Monitor Well ® Catch Basin rna Utility Pole 0 Floor Drain / Cape Crossroads /PQ� —W_ Water Line I Condominulms T h \ —G— Gas Line I \ I m y 1 —5— Sewer Line Ct � I ABUTTERS Vacant 0 200 400 GOO 5CALE I0.326 i cB W W W W W W n, G GGG®GG-61G—G F / N,•:O.I Siorr..,,;fr i�. a Former Gasoline K^•;i::(i•I'Pant Dispenser A TB-31 11 mAC GC MW-3 a O Wash Bays CB O ,FS Parts LOverheadH FPlaza Mez-anine Above- ' Showroom Door(typ) h'0 Service CB Parts Storage) �p 0\ ra_Floor Dm(typ) Cape Crossroads v o Offices L,t(typ)-,H H H H H H H Residential Condominums / a� S ..................................... ..........., -,,... ,,. ,., QAC -'�2'Wide Concrete rLl TP-2 __Pori—VAI.i Apron OQ h-I I,000 Gal.Septic Tank 4 . Farmer Lcach Pit(Converted '�' (11r I 5 5 5 5 5 S to Btorm..ter Leach Pit) } ® 5 ,Q S 5 Grit P.emover 7p (Y TB-I/MW-I it Water Separator 1 J Sign T II CB E—t O�ern� O Leach Pit-`� r _ TB-2/MW-2 CB CB �Q South Wind hyannis Toyota Plaza Sales Service Zi Project: a JACK CARTER Hyannis Toyota,1020 Iyannough Road,Hyannis,MA Title: I �,� PHASE[I ENVIRONMENTAL SITE ASSESSMENT !� Corson Cadillac,1040 Iyannough Road,Hyannis,MA BENNETT & OIREILLY, INC. ENGINEERING,ENVIRONMENTAL,&SURVEYING SERVICES `j GJ 0 40 PLAN 80 120 1573 MAIN STREET,P.O.BOX 1667 BREWSTER,MA 02361 SCALE 1"=40' rPHONE:(508)896-6630 FAX:(508)396-4637 SCALE BY CHECKDRAWING:...\2005D—nej5V+ENVIRONMENTAL\Carter-Corson Cadillac48241F5All.dwg1/02/08 As Noted JTW/f DCB B007-4824 q t I 1 t QG� err cl � O✓ v j }Dy/ . ,'� ow 4z1 . 5,�4 1 } 1 � t { f _ ._- --�- -- —ram------•--r-- ` - c. _,�.> __.. �♦ (� / • �� `� WT'•'�•' VV � - .-i4: ' .. r v _m ,-,,.-, <� ';`tv3 y^5.. +'-ii�' - - •" - • J '� .�' _.✓ �. fl � -s ( '""`� � f _ �'"- ��. �- ., ��" 'tit Cr-- - -- 7 _ — - _ � I .r At FI [_,_ -,-- �A i i f � r s r. CO IT, 2� K f ; , .-,, .-., , ., .. _._.•, ..-. .. / .�..•'�!- �`.,�,. _ ��� try-- - f ' f mil, '_, r_� '.i - "F;,_ 4•�,-�G,' • _.t_- .. _ :._ - , .�`.s J�sr�`�,t�tk - t [ _ a I P 1 i 1 r le A. 1 , , cc w 7' p .S // '7O -50 w p i `G�, `< - •l'1:5 v im = r 70 �¢O TILL 47,V01:�.. 7->e C/it/VF N, cad' .•f ]`. 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