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0211 AIRPORT ROAD - HAZMAT
31 a i r� Number Fee 39 THE COMMONWEALTH'O'F-MASSACHUSETTS $loo.00 Town'of Barnstable Board of Health This is to Certify that Blackburn Auto Salvage 211 Airport 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. June 5, 2006 PAUL,J. CANNIFF,D.M.D. THOMAS A:-MCKEAN,R.S.,CHO Director of Public Health nx ,. Town of Barnstable °FIMEa ti Regulatory Services Thomas F. Geiler,Director uIr'Ip a r AS& Public Health Division v� 1639 � pTFpMp`lA Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE APPLICATION FOR PERMIT_ TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT gd%/'7l d� 2 d� R- NAME OF ESTABLISHMENT ,�L� ��> �� AJ Y�4-4 a-�' ADDRESS OF ESTABLISHMENT TELEPHONE NUMBER , ,0 < `� SOLE OWNERS NO �T IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL a' PARTNERS: { 6 rw' c�,i I 4Y I W IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. CD STATE OF INCORPORATION FULL NAME AND HOME ADDRESS OF: PRESIDENT TREASURER CLERK ;.SIGNATURE OF APPLICANT RESTRICTIONS: HOME ADDRESS �� G� c /� 1,Y4 a a� HOME TELEPHONE# c5W- / Q:\Application FormsVIAZAPP.DOC i MAIL-IN REQUESTS 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 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 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 Back to Main Public Health Division Page Q Upplication Forms\HAZAPP.DOC J ' v s Atlantic ENVIRONMENTAL TECHNOLOGIES, INC. 1 - Environmental and Civil Engineering Services g g 1 ant*C ENVIRONMENTAL TECHNOLOGIES,INC. ' Environmental and Civil Engineering Services ' RAM COMPLETION STATEMENT ' AND RESPONSE ACTION OUTCOME (RAO)_.STA�EIVIEfi1'F— Blackburn Auto SalvZA e ' 211 Airport Road,Hyannis, 02601, ------�M.AI�EP--RTN #4w1081 Prepared for: E P E Massachusetts Department of Environmental Protecti `ip NOV - 7 2008 ' Southeast Regional Office 20 Riverside Drive D.E.P. Lakeville MA 02347 SOUTHEAST REGION-1 and ' Mr. Raymond Blackburn, Owner Blackburn Auto Salvage ' 211 Airport Road, Hyannis, MA 02601 Prepared By: ' Atlantic Environmental Technologies, Inc. Whaling National Park 38 Elm Street New Bedford, MA 02740 ' October 31, 2008 AET Project#5770.04 Office—(508)992-6300 Whaling National Park Fax—(508)992-5533 38 Elm Street ' E-mail—aetinc@rcn.com www.atlanticenvirotech.com New Bedford, MA 02740 0 Atlantic ENVIRONMENTAL TECHNOLOGIES,INC. Environmental and Civil Engineering Services ' October 31, 2008 ' Mr. Gerard M.R. Martin, Chief Site Management& Permits Section ' Massachusetts Department of Environmental Protection Southeast Region 20 Riverside Drive ' Lakeville, MA 02347 RE: RAM Completion Statement and ' Response Action Outcome (RAO) Statement Blackburn Auto Salvage 211 Airport Road, Hyannis, MA 02601 MADEP RTN#4-1081 ' Dear Mr. Martin: Atlantic Environmental Technologies, Inc. on behalf of Blackburn Auto Salvage is pleased to 1 submit the attached RAM/RAO Report. The cleanup was completed under the RAM Plan submitted to MADEP on April 28, 2008. 1. Activities which have been completed in 2008 include: ' • Disposal of 250 vehicles at West Bridgewater Auto Recycling • Disposal of 10,000 tires at Bob's Tire Company in New Bedford, MA • Disposal of 1,000 tons of solid waste at Lorusso Corp. in Freetown, MA ' • Excavation, Stabilization and Disposal of 3,950 tons of impacted soil. The stabilized soil was used as daily cover by the Bourne Integrated Landfill in Bourne, MA. 2.. Confirmatory Soil Sampling and Soil Screening ' • An area comprising forty six 50ft. by 50ft. grids was excavated, which totals 2.6 acres. The location of the excavation grids are shown on Figure 9. ' • Confirmatory soil samples were taken from all 46 grids and tested for EPH with Targets and VPH with Targets. All results are summarized in Table 4. Office—(508)992-6300 Whaling National Park Fax—(508)992-5533 ell, 38 Elm Street ' E-mail—aetinc@rcn.com www.atlanticenvirotech.com New Bedford, MA 02740 Atlantic - ENVIRONMENTAL TECHNOLOGIES,INC. ' • No exceedances of the MADEP S-1/GW-1 and/or S-1/GW-3 Method 1 Cleanup Standards for EPH/VPH were identified in any of the 46 grids. ' • Soil screening with a Niton X-Ray metal detector was also conducted at all 46 grids after excavation. No exceedances of the MADEP S-1/GW-1 and/or S- 1/GW-3 Cleanup Standard of 300 ppm for lead were found. The results are ' summarized in Table 5. ' 3. Groundwater Sampling • The Horsley Witten Group installed seven groundwater monitoring wells at ' Blackburn Auto Salvage in 2005. Analyses were run for EPH with Targets and VPH with Targets. Laboratory results were all below the MADEP GW-1 and GW-3 Cleanup Standards. ' • Atlantic Environmental, in August of 2008 conducted a round of groundwater sampling in three of the monitoring wells installed by the Horsley Witten Group (BB-3, BB-5 and BB-7). The other monitoring wells have been destroyed by the ' excavation of solid waste and contaminated soil at the site. • Groundwater Analytical tested the samples for VPH with Targets, EPH with ' Targets and Dissolved Metals. • No exceedances of the MADEP GW-1 and/or GW-3 Cleanup Standards were found. The results are summarized in Table 7. ' 4. Condition of No Significant Risk g s ' The soil and groundwater sampling and analytical results after remediation in 2008, established that a Condition of No Significant Risk for human health,public welfare ' and the environment has been achieved at the site. 5. Class A-2 RAO ' The conditions for a Permanent Solution, i.e., a Class A-2 RAO have therefore been achieved as a result of completing remediation identified in the RAM Plan. ' 6. Redevelopment of the Site by the Barnstable Municipal Airport ' Barnstable Municipal Airport, in March of 2008 purchased the property from Mr. Raymond Blackburn. ' The Barnstable Municipal Airport, based upon this RAM/RAO Report can have confidence in the extensive remediation and confirmatory soil sampling/soil screening which has been completed at the Blackburn Auto Salvage Yard. 1 Atlantic ' ENVIRONMENTAL TECHNOLOGIES,INC. ' The Airport can now move forward with plans to design and construct a new access road and grass parking lot at the former Blackburn Auto Salvage site. If you have any questions regarding this Report, please call our office at 508-992-6300. Very truly yours, Toivo A. Lamminen, Jr. ' Principal/Licensed Site Professional Enc: RAM/R.AO Report ' Appendices on CD Cc: John C. Klimm, Town Administrator Frank Sanchez, Interim Airport Manager, Barnstable Municipal Airport Thomas A. McKean, Barnstable Board of Health ' Joseph E. Longo, Horsley Witten Group Raymond Blackburn, Blackburn Auto Salvage Philip M. Boudreau, Esq. 1 L f Atlantic 1: ENVIRONMENTAL TECHNOLOGIES,INC. RAM COMPLETION STATEMENT AND ' RESPONSE ACTION OUTCOME (RAO) STATEMENT Blackburn Auto Salvage ' 211 Airport Road,Hyannis,MA 02601 1.0 INTRODUCTION..............................................................................................1 ' 2.0 SITE BACKGROUND.......................................................................................2 2.1 Site and Vicinity .......................................................................................2 2.2 Site History...............................................................................................2 2.3 Subsurface Investigation by the Horsley Witten Group...........................2 2.3.1 Soil Sampling in November 2005................................................2 2.3.2 Groundwater Sampling in December 2005...................................2 I ' 3.0 RELEASE ABATEMENT MEASURE (RAM) PLAN AND HEALTH AND SAFETY PLAN................................................3 3.1 Removal of Solid Waste.....................................................3 3.1.1 Geophysical Survey for Buried Objects......................... ..3 3.1.2 Removal of Solid Waste from the Banks at the Rear of the ' Salvage Yard...............................................................3 3.1.3 Solid Waste Removal with a Grader Rake.........................3 3.1.4 Total Volume of Solid Waste Removal..............................4 ' 3.2 Excavation of Contaminated Soil............................................4 3.3 Stockpile Sampling and Laboratory Analysis for MA Disposal Criteria........................................................4 ' 3.4 Asphalt Stabilization with Asphalt Emulsion(Pug Mill Process)......4 3.5 Stabilization of Lead Impacted Soil with ENVIRO-PHOS®...........5 3.6 Bill of Ladings.................................................................6 3.6.1 Bill of Lading for BUD Stabilized Soil..............................6 3.6.2 Bill of Lading for Non Hazardous Stabilized Soil................6 4.0 GROUNDWATER AND SOIL CLASSIFICATION AT THE BLACKBURN AUTO SALVAGE SITE..................................7 4.1 Excavation and Remediation Activities at the Site.......................7 ' 4.2 Soil and Groundwater Classification at the Site..........................7 5.0 CONFIRMATORY SOIL SAMPLING AND SOIL ' SCREENING OF EXCAVATED GRIDS................................8 5.1 Confirmatory Soil Sampling-EPHNPH with Targets..................8 5.2 Lead Screening with a Portable X-Ray Florescence Unit...............9 6.0 GROUNDWATER SAMPLING OF EXISTING MONITORING ' WELLS AT BLACKBURN AUTO SALVAGE YARD..............11 7.0 MCP REPRESENTATIVENESS EVALUATION AND DATA USABILITY ASSESSMENT..............................................12 7.1 Representativeness Evaluation............................................12 ' 7.1.1 Previous Sub Surface Investigation................................12 ¢ Atlantic s ENVIRONMENTAL TECHNOLOGIES,INC. 7.1.2 Screening Data/Sampling Rationale for Soils...................12 7.1.3 Sampling Data for Groundwater....................................13 ' 7.1.4 Temporal Distribution of Samples..................................13 7.1.5 Completeness.............................................................14 7.2 Data Usability Assessment................................................14 ' 8.0 CONCLUSIONS AND CLASS A-2 RESPONSE ACTION OUTCOME (RAO) STATEMENT.......................................15 8.1 Release Abatement Measure (RAM) Plan................................15 ' 8.2 Confirmatory Soil Sampling and Soil Screening...............15 8.3 Groundwater Sampling.............................................15 ' 8.4 Condition of No Significant Risk..................................16 8.5 Class A-2 RAO........................................................16 t 8.6 Redevelopment of Site by the Barnstable MunicipalAirport....................................................16 t Figures ' Figure 1 Aerial View of Site Limits Figure 2 DEP Priority Resource Map ' Figure 3 Horsley Witten Group—HW-1 Soil Sampling Locations Figure 4 Horsley Witten Group—Monitoring Well Locations Figure 5 Grid Location for Remediation ' Figure 6 Geophysical Applications—Magnetic Contour Map and Interpretations Figure 7 Geophysical Applications—EM31 Conductivity Contour Map and Interpretations ' Figure 8 Grid Location for Visual Inspection- Solid Waste Figure 9 Soil Contamination—Excavation Grids Figure 10 Soil Contamination Grids and RAO Limits ' Tables ' Table 1: Groundwater Sampling Test Results of the Horsley Witten Group in 2005 Table 2: Stockpile Laboratory Tests Compared to United Retek's BUD Acceptance Criteria Table 3: Soil Quality After In-Situ Treatment with ENVIRO-PHOS® ' Table 4: Confirmatory Soil Sampling After Excavation—Laboratory Test Results for EPHNPH Table 5: Confirmatory Soil Screening for Lead(Pb)After Excavation ' Table 6: Summary of BUD Material Transported to the Town of Bourne Integrated Solid Waste Management Facility Table 7: Groundwater Sampling-Laboratory Test Results Atlantic ENVIRONMENTAL TECHNOLOGIES,INC. i Photographic Log ' Bills of Lading ' Ram Completion Statement(BWSC 106) and.RAO Completion Statement(BWSC 104) Appendices on CD ' Appendix A-Health& Safety Plan by Occu-Health, Inc., Mansfield, MA Appendix B - Geophysical Survey by Geophysical Applications of Holliston, MA ' Appendix C - Beneficial Use Determination(BWP SW 13)to United Retek Corporation— Petroleum Contaminated Soil Use at Landfills from MADEP (Transmittal No. 41005117) Appendix D—Laboratory Reports for MA Disposal Criteria on Stockpile Samples Appendix E - Laboratory Reports on In Situ Treated Soil Using ENVIRO-PHOSO; MSDS for ENVIRO-PHOS®; and Correspondence with Bourne Integrated Landfill. Appendix F - Confirmatory Soil Testing for VPH/EPH with Targets Appendix G—Confirmatory Groundwater Testing for VPH/EPH with Targets RAO Report-Blackburn Auto Salvage Atlantic p g 211 Airport Road, Hyannis, MA ' - ENVIRONMENTAL TECHNOLOGIES,INC. October 29, 2008, Page#1 1.0 INTRODUCTION ' This document presents the clean up actions and conclusions regarding the former Blackburn Auto Salvage property at 211 Airport Road in Hyannis, MA. The Blackburn Auto Salvage yard was remediated in 2008. ' Soil remediation was receded b the disposal of 10 000 tires 250 vehicles metal debris p Y p � , ' and 1,000 tons of solid waste. The Barnstable Municipal Airport purchased the property in March 2008. Blackburn ' Auto Salvage, under the Purchase and Sales Agreement, agreed to clean up the property by October 31, 2008. ' The key personnel involved in the overall cleanup were: Person Company/Agency Title/Project Affiliation Mr. Raymond Blackburn Auto Salvage Owner I ' Blackburn g Dr. Quincy Barnstable Municipal Airport Manager Mosby Airport Mr. Frank Barnstable Municipal Deputy Airport Manager Sanchez Airport ' Mr. Robert C. MADEP Environmental Analyst Murphy Mr. Joseph E. Horsley Witten Group Environmental Engineer ' Longo Mr. Toivo A. Atlantic Environmental Licensed Site Professional ' Lamminen, Jr. Technologies, Inc. Mr. Duke DP Corporation President Perry General Contractor ' Mr. Jeffery United Retek Corp. Field Supervisor Snow ' The clean up was completed under a Release Abatement Measure (RAM) Plan submitted to the Massachusetts Department of Environmental Protection on April 28, 2008. ' This document complies with the 2007 Massachusetts Contingency Plan (MCP) Cleanup Standards. A Condition of No Significant Risk has resulted from the remediation of the site. A Class A-2 Response Action Outcome (RAO) Statement is therefore being submitted to the MADEP. The MADEP Release Abatement Measure (RAM) Completion Statement (BWSC 106) and RAO Completion Statement(BWSC 104) are enclosed in this RAM/RAO Report. ' • RAO Report-Blackburn Auto Salvage Atlantic 211 Airport Road, Hyannis, MA ' ENVIRONMENTAL TECHNOLOGIES,INC. October 29, 2008, Page#2 ' 2.0 SITE BACKGROUND The following section contains background information relevant to the property. ' 2.1 Site and Vicinity Description The former Blackburn Auto Salvage Property is located adjacent to the Barnstable Municipal Airport as shown in Figure 1. Relevant characteristics of the Site are: • Total Land Area—6.0 Acres ' • Centrally located one mile from downtown Hyannis • Within a Zone of Contribution (Zone 2) to a public drinking water supply well for the Town of Barnstable as shown in Figure 2. The groundwater table is approximately 25 feet below the ground surface. 2.2 Site History ' Blackburn Auto Salvage has operated a salvage yard at the site over the last fifty years. I ' The Barnstable Municipal Airport now plans to redevelop the site. The westerly portion of the former salvage yard will be used as a new access road to a new airport terminal. The remainder of the site will be used as a grass parking lot. 2.3 Subsurface Investigation by the Horsley Witten Group ' The most recent Subsurface Investigation was completed by the Horsley Witten Group in 2005. This work was conducted for the Barnstable Municipal Airport prior to entering into a Purchase and Sales Agreement for the property. ' 2.3.1 Soil Sampling in November 2005 ' Soil Sampling by the Horsley Witten Group identified petroleum related compounds in HW-1, HW-2, HW-3, HW-10 and HW-19 at concentrations above applicable MADEP/MCP Standards (refer to Figure 3 and Table 1). The soil ' samples were collected between zero and six inches below the ground surface. 2.3.2 Groundwater Sampling in December 2005 ' Seven groundwater monitoring wells were installed at the site. Lab results for all wells are shown in Table 1. Monitoring well locations are shown ' on Figure 4. Laboratory results for all seven wells indicated the presence of contamination below the MADEP GW-1 Reportable Concentrations and Cleanup Standards. ' e RAO Report-Blackburn Auto Salvage Atlantic 211 Airport Road, Hyannis, MA October 29, 2008, Page#3 ENVIRONMENTAL TECHNOLOGIES,INC. 3.0 RELEASE ABATEMENT MEASURE (RAM) PLAN AND HEALTH & SAFETY PLAN ' The RAM Plan was submitted to the MADEP on April 28, 2008. A Health& Safety Plan for all cleanup activities at the site was prepared by OccuHealth, Inc. of Mansfield, MA. A copy of this plan is included in Appendix A. ' 3.1 Removal of Solid Waste 3.1.1 Geophysical Survey for Buried Objects Geophysical Applications of Holliston, MA conducted geophysical surveys to check for any potential large buried metal objects. Atlantic Environmental Technologies, Inc. staked out a 50' x 50' rid at the Blackburn g � g Auto Salvage Yard as shown in Figure 5. Magnetic profiling and an electromagnetic terrain conductivity surveys (Photos 1 and 2) ' were conducted. Figures 6 and 7 summarize the findings. Twelve areas were interpreted to contain either large or small buried ferrous mass. The full report is included in the Appendix B. Blackburn Auto Salvage then authorized excavation of the twelve areas (Photos 3 and 4). ' No large metal object was found, only small metal objects such as tire irons, hub caps and miscellaneous metal from automobile salvage were found. Photos 5 and 6 in Appendix A identify the typical small metal objects found throughout the site. 3.1.2 Removal of Solid Waste from the Banks at the Rear of the Salvage Yard A large amount of solid waste was removed from the banks on the southern portion of the Salvage Yard. The solid waste consisted of tires and miscellaneous metal, wood and plastic pieces generated over the years at the salvage yard(Photos 13 and 14). ' The significant areas of solid waste which were at grade are identified in Figure 8. g g g 3.1.3 Solid Waste Removal with a Grader Rake A Grader Rake was used to remove solid waste which was present at grade throughout ' the grids shown in Figure 8. Photos 7 and 8 identify the Grader Rake used at the site and the resulting removal of solid waste. ' RAO Report-Blackburn Auto Salvage Atlantic 211 Airport Road, Hyannis, MA October 29, 2008, Page 94 ' ENVIRONMENTAL TECHNOLOGIES,INC. 3.1.4 Total Volume of Solid Waste Removal ' The original estimate in January 2008 for solid waste removal was 500 tons. The actual volume removed was over 1,000 tons. The solid waste consisting primarily of stone was ' sent to the Lorusso Corp. in Freetown, MA. Metal and other debris was removed from the stone prior to shipment of the stone. ' 3.2 Excavation of Contaminated Soil ' Excavation of contaminated soils was carried out in accordance with the RAM Plan submitted to MADEP on April 28, 2008. A Health & Safety Plan prepared by OccuHealth, Inc. of Mansfield, MA established protocol for protecting workers and the ' general public. The Health& Safety Plan is included in Appendix B. ' The initial estimate in January 2008 of contaminated soil to be stabilized was 2,700 tons. This was based upon excavating on average to a one foot depth over an area of one acre. ' The final volume of soil which was stabilized was 3,950 tons. Actual excavation required removing on average a depth of two thirds of a foot over an area of 2.6 acres. A couple of contaminated soil areas had to be excavated to a depth of four to five feet. ' The forty x x six 50' 50' grids which were excavated are shown in Fi re 9. � ' 3.3 Stockpile Sampling and Laboratory Analysis for the MA Disposal Criteria p p g Y Y p ' The Beneficial Use Determination issued by MADEP to United Retek, which allows for Petroleum Contaminated Soil use at Landfills includes Pretreatment Acceptance Criteria. A copy of the BUD is included in Appendix C. Composite soil samples from seven stockpil es were taken and sent to Groundwater ' Analytical for analysis of the MA Disposal Criteria. The laboratory reports are included in Appendix G. ' A comparison of the MA Disposal laboratory results of the seven stockpiles was made to the BUD Acceptance Criteria (Table 2). The seven stockpiles meeting the BUD Acceptance Criteria were then scheduled for onsite stabilization and off site reuse by the ' Bourne Integrated Landfill. 3.4 Asphalt Stabilization with Asphalt Emulsion(Pug Mill Process) The first step in the pug mill process involves crushing and/or screening to produce a physically uniform (3-inch maximum) material. Miscellaneous debris, unsuitable for I ' RAO Report-Blackburn Auto Salvage _ Atlantic 211 Airport Road, Hyannis, MA October 29, 2008, Page#5 ' - ENVIRONMENTAL ECHNOLOGIES,I C. inclusion in tie final product, is separated from the recyclable soil. The recycling process involves blending the contaminated soil with an asphalt emulsion. Portland cement is ' added to improve structural integrity of the soil. As soil passes through a series of counter-rotating blades in the pug mill, the reagent can also be applied at a predetermined blending ratio. ' On average, 40 lbs. of asphalt emulsion per ton (2%) and 6.4 lbs. of portland cement per ton were used in the stabilization process. The portland cement stabilized the treated soil ' into a good structural daily cover for the Bourne Integrated Landfill. ' A total of 3,950.05 tons of stabilized soil was sent to the Bourne Integrated Landfill on MacArthur Blvd. (Rte. 28) in Bourne, MA. Details are included in Section 3.6. This BUD material was used for daily cover. ' 3.5 Stabilization of Lead Impacted Soil with ENVIRO-PHOS® One area of the site exhibited elevated levels of lead between 360 ppm and 625 ppm. These levels were measured with a portable Niton XL 3T Metal Analyzer. This soil was treated In Situ by United Retek. One ton of ENVIRO-PROS® composed primarily of ' calcium phosphate was used to treat the impacted soil. Thorough mixing of the ENVIRO-PHOSO and contaminated soil was accomplished with an excavator. Photos 24 and 25 show the In Situ stabilization process used at the site. After In Situ treatment, composite soil samples were collected and sent to Groundwater Analytical Laboratory. Tests for TCLP and TPH are summarized below and in Table 3. ' Soil Quality After In Situ Treatment with ENVIRO-PHOS® TCLP Lead <.3 ppm Total Petroleum Hydrocarbons 150 ppm ' Correspondence with the Bourne Integrated Landfill, the complete Laboratory Reports and the MSDS for ENVIRO-PROS® are included in Appendix E. ' After approval by the Bourne Integrated Landfill for disposal of the stabilized lead impacted soil, one load of treated soil weighing 14.80 tons was sent to the Bourne ' Integrated Landfill on September 10, 2008. t ' RAO Report-Blackburn Auto Salvage _— Atlantic 211 Airport Road, Hyannis, MA ENVIRONMENTAL TECHNOLOGIES,INC. October 29, 2008, Page#6 3.6 Bill of Ladings 3.6.1 Bill of Lading for BUD Stabilized Soil The Bill of Lading used to transport the BUD Stabilized Soil to the Bourne Integrated Landfill is enclosed. A summary of the shipments is highlighted below. 1 ' Dates of Shipments August 22, 2008 to September 10, 2008 ' Number of Loads Shipped 165 ' Total Volume Shipped 3,950.05 Tons ' BUD Stabilized Soil Shipped to the Bourne Integrated Landfill The number of loads and tonage shipped by day is itemized on Table 6. The total loads ' and tonage shipped is also tabulated. The BUD material was used for daily cover at the Bourne Integrated Landfill. 3.6.2 Bill of Lading for Non-Hazardous Stabilized Soil The Bill of Lading for the soil treated In Situ with ENVIRO-PROS® (Calcium Phosphate) is also attached. One load of 14.80 tons was shipped to the Bourne Integrated Landfill on September 10, 2008 for disposal. 1 • RAO Report-Blackburn Auto Salvage Atlantic 211 Airport Road,Hyannis, MA ' - ENVIRONMENTAL TECHNOLOGIES,INC. October 29, 2008, Page 97 ' 4.0 GROUNDWATER AND SOIL CLASSIFICATION AT THE BLACKBURN AUTO SALVAGE SITE ' 4.1 Excavation and Remediation Activities at the Site Groundwater at the site, based upon Figure 2—MADEP GIS Map is GW-1, as the site is in a Zone of Contribution(Zone II)to a municipal water supply well in the Town of Barnstable. ' The GW-2 category does not apply to the site as the groundwater table is g Y pp Y approximately 25 feet below the ground surface. ' All in groundwaterMassachusetts is also classified as GW-3 because groundwater at the site will eventually impact surface water. 4.2 Soil and Groundwater Classification at the Site ' Soil at the site is classified S-1/GW-1 and S-1/GW-3 in accordance with Table 40.933 (9) in the 2007 Massachusetts Contingency Plan. 1 ' RAO Report- Blackburn Auto Salvage Atlantic_- P g 211 Airport Road, Hyannis, MA ENVIRONMENTAL TECHNOLOGIES,INC. October 29, 2008, Page#8 5.0 CONFIRMATORY SOIL SAMPLING AND SOIL SCREENING OF ' EXCAVATED GRIDS 5.1 Confirmatory Soil Sampling—EPH/VPH with Targets The excavation of contaminated soils occurred between August 11 2008 and September 10, 2008. The excavation and sampling events are listed below: • Forte six grids, each consisting of an area of 50ft. by 50 ft. were excavated as shown in Figure 9. ' • Most of the excavation area totaling 2.6 acres averaged two thirds of a foot in depth. ' • The grids were excavated down to native sand and gravel as shown in Photos 16 through 17. ' • Composite soil samples were taken from each of the ids once excavation p p � ' was completed. • The confirmatory soil samples were tested for EPH with Targets and VPH with Targets,by Groundwater Analytical Laboratory in Buzzards Bay, MA. • The results for all 46 confirmatory soil samples are summarized in Table ' 4. All Laboratory Reports are included in the appendices. ' • No exceedances of the MADEP S-1/GW-1 or S-1/GW-3 Method 1 Cleanup Standards were identified in any of the 46 confirmatory soil samples. • The highest concentrations of the EPH and VPH Fractions among the 46 grids are identified in the following table. ' _ • RA Report-Blackburn Auto Salvage Atlantic 211 Airport Road, Hyannis, MA ' - ENVIRONMENTAL TECHNOLOGIES,INC. October 29, 2008, Page#9 Highest EPH and VPH Concentrations Identified in the Forty Six Confirmatory Samples which are all below MADEP S-1/GW-1 and S-1/GW-3 Cleanup Standards ' EPH Highest S-1/GW-1 S-1/GW-3 Concentrations Cleanup Standard Cleanup Standard ' C9-C12 Aliphatics 56 1,000 1,000 ' C19-C36 Aliphatics 980 3,000 3,000 C11-C22 Aromatics 110 1,000 1,000 All Target Analytes BRL VPH Highest S-1/GW-1 S-1/GW-3 ' Concentrations Cleanup Standard Cleanup Standard C5-C8 Aliphatics BRL 100 100 ' C9-C12 Aliphatics 16 1,000 1,000 ' C9-C 10 Aromatics 6.3 100 100 All Target Analytes BRL 5.2 Lead Screening with a Portable X-Ray Florescence Unit ' A Niton XL3t metal analyzer was used to screen soil in all 46 grids after excavation was completed. ' Blackburn Auto Salvage _ Atlantic 211 Airport Road, Hyannis, MA ENVIRONMENTAL TECHNOLOGIES,INC. October 29, 2008, Page#10 n a XIL t ' Niton XLT Metal Analyzer The Niton XL3t Metal Analyzer is an innovative devise that allows instantaneous analysis of metals in contaminated soils. The great benefit is that on time lead concentration data did not interrupt the excavation schedule. This devise was used throughout the project. ' Five locations in each grid were screened with the Niton XL3t portable unit. These locations included the four corners and the center of each grid. ' • The results of screening for each of the five locations per grid are summarized in Table 5. • No exceedances of the MADEP Cleanup Standard for S-1/GW-1 and S- ' 1/GW-3 soils were identified in any of the 46 excavation grids. The Cleanup Standard for lead in both S-1/GW-1 and S-1/GW-3 soils is 300 ppm. ' Correlation of XRF Screening Laboratory to Laborato Data ' An Innovative Technology Verification Report entitled XRF Technologies for Measuring Trace Elements in Soil and Sediment/Niton XLt 700 Series XRF Analyzer was issued by the USEPA in 2006. The USEPA reported that lead is successfully analyzed by XRF. In the Target Range of 20 ppm-1,000 ppm lead levels, the relative percent differences of XRF screening versus laboratory data was± 19%. The highest soil screening for lead was in Excavation Grid C-5. An average Pb ' level of 204 from the five screened samples in C-5, when multiplied by 1.19 equals 243, which is under the MADEP S-1/GW-1 and S-1/GW-3 Cleanup ' Standards of 300 ppm. All other grids will therefore be under the Lead Cleanup Standard of 300ppm. ' Several soil samples at the site which were both screened and tested in the laboratory were within the t 19%relative percent difference identified by the USEPA. - Atlantic RAO Report-Blackburn Auto Salvage 211 Airport Road, Hyannis, MA ' ENVIRONMENTAL TECHNOLOGIES,INC. October 29, 2008, Page#11 6.0 GROUNDWATER SAMPLING OF EXISTING MONITORING WELLS ' AT BLACKBURN AUTO SALVAGE YARD • The Horsley Witten Group, in 2005 installed seven groundwater ' monitoring wells at the site as shown in Figure 4. • Laboratory analyses for all the wells are shown in Table 1. ' • All 1 _laboratory findings were below the MADEP GW-1 and GW 3 ' Cleanup Standards. • Atlantic Environmental, on August 25, 2008 conducted a round of ' groundwater sampling for three of the wells installed by the Horsley Witten Group (MWs BB-3, BB-5 and BB-7). The other monitoring wells had been destroyed as a result of the solid waste removal, the soils excavation and soils stabilization activities at the site. 1 • Groundwater Analytical Laboratory of Buzzards Bay, MA tested the three ' samples for VPH with Targets, EPH with Targets and Dissolved Metals. • No exceedances of the MADEP GW-1 or GW-3 Cleanup Standards were ' found. The results are summarized in Table 7. The complete Laboratory reperts are included in Appendix G. ' RAO Report-Blackburn Auto Salvage _ Atlantic 211 Airport Road, Hyannis, MA ' ENVIRONMENTAL TECHNOLOGIES,INC. October 29, 2008, Page 912 ' 7.0 MCP REPRESENTATIVENESS EVALUATION AND DATA USABILITY ASSESSMENT The following presents a discussion of site information used to support the RAO as required by 310 CMR 40.1056 (2) (K) and incorporating the Guidance in MADEP Policy WSC-07-350. ' 7.1 Representativeness Evaluation I ' 7.L I Previous Sub Surface Investigation Previous soil and groundwater sampling was conducted by the Horsley Witten ' Group in 2005. Soil samples were taken between zero and six inches below the ground surface. ' Eight of these samples were analyzed for EPH, PCBs, Priority Pollutant Metals and VOCs. ' Petroleum related compounds were detected in samples HW-1, HW-2, HW-3, HW-4, HW-10 and HW-19 as shown in Figure 3 at concentrations above applicable MCP Standards (Table 1). ' The HorsleyWitten Group also directed the installation of seven groundwater p s e ground ate monitoring wells shown in Figure 4. Laboratory analysis of groundwater samples indicated the presence of ' contaminates below the most stringent groundwater GW-1 Standards (Table 1). 7.1.2 Screening Data/Sampling Rationale for Soils ' The excavation of contaminated soil at the site was on a 50ft. by 50ft. grid. The average depth of excavation was two thirds of a foot. Composite sampling of each of the 46 grids was conducted after excavation down ' to native sand and gravel of each grid. Composite samples were taken from the four corners and the center of each grid. ' Groundwater Analytical tested confirmatory soil samples for EPH and VPH with Targets. The summary of these results for the 46 grids are shown in Table 4. No exceedances of the MADEP S-1/GW-1 and/or S-1/GW-3 Method 1 Cleanup Standards for EPH/VPH or Target Analytes were identified in any of the 46 grids. ' RAO Report-Blackburn Auto Salvage Atlantic 211 Airport Road, Hyannis, MA ' - ENVIRONMENTAL TECHNOLOGIES,INC. October 29, 2008, Page#13 Soil screening with a Niton X-Ray metal detector was also conducted on all 46 ' grids. Five locations, in the four corners and the center of each grid were screened. The screening results are shown in Table 5. No exceedances of the MADEP S-1/GW-1 and/or S-1/GW-3 Cleanup Standard of 300 ppm were ' identified. Correlation of XRF Screening to Laboratory Data An Innovative Technology Verification Report entitled XRF Technologies for Measuring Trace Elements in Soil and Sediment/Niton XLt 700 Series XRF Analyzer was issued by the USEPA in 2006. The USEPA reported that lead is successfully analyzed by XRF. In the Target ' Range of 20 ppm-1,000 ppm lead levels,the relative percent differences of XRF screening versus laboratory data was± 19%. The highest soil screening for lead was in Excavation Grid C-5. An average Pb level of 204 from the five screened samples in C-5, when multiplied by 1.19 ' equals 243, which is under the MADEP S-1/GW-1 and S-1/GW-3 Cleanup Standards of 300 ppm. All the other grids will therefore be under the Lead Cleanup Standard of 300 ppm. Several soil samples at the site which were both screened and tested in the laboratory were within the± 19%relative percent difference identified by the USEPA. t7.1.3 Sampling Data or Groundwater p g f Atlantic Environmental in August 2008 conducted a round of groundwater sampling in three of the monitoring wells installed by the Horsley Witten Group in 2005 (1313-3, 1313-5 and 1313-7). These locations are shown in Figure 4. Groundwater Analytical tested the groundwater samples for VPH with Targets, EPH with Targets and Dissolved Metals. No exceedances of the MADEP GW-1 ' and/or GW-3 Cleanup Standards were found. 7.1.4 Temporal Distribution of Samples Groundwater sampling by the Horsley Witten Group in 2005 and Atlantic Environmental Technologies, Inc. in 2008 produced the same results. No exceedances of the VPH, EPH and Dissolved Metals GS-1 Cleanup Standards were found in either 2005 (Table 1) or 2008 (Table 7). - • RAO Report-Blackburn Auto Salvage Atlantic 211 Airport Road, Hyannis, MA ' ENVIRONMENTAL TECHNOLOGIES,INC. October 29, 2008, Page 914 Groundwater under the site therefore has not been impacted by the Former Salvage Yard. 7.1.5 Completeness The confirmatory soil sampling and soil screening conducted on forty six 50ft. by 50 ft. excavation grids at the site provide for a comprehensive evaluation of soil conditions after excavation. ' 7.2 Data Usability Assessment The analytical data provided in support of this RAO meets the quality control ' requirements and performance standards for Presumptive Certainty. A MADEP MCP Analytical Method Report Certification Form is enclosed with the Laboratory Reports in both Appendices F and G. i t RAO Report-Blackburn Auto Salvage Atlantic 211 Airport Road, Hyannis, MA ' ENVIRONMENTAL TECHNOLOGIES,INC. October 29, 2008, Page#15 ' 8.0 CONCLUSIONS AND CLASS A-2 RESPONSE ACTION OUTCOME(RAO) STATEMENT ' 8.1 Release Abatement Measure (RAM) Plan Atlantic Environmental Technologies, Inc. submitted a RAM Plan to the MADEP on ' April 28, 2008 to clean up the Blackburn Auto Salvage Yard. The Blackburn Auto Salvage Yard has been operating at the site for the last 50 years. ! Barnstable Municipal Airport in March 2008 purchased the property from Mr. Raymond Blackburn. The airport is planning on redeveloping the westerly part of the site with a new access road to a proposed new airport terminal. Most of the site is to be redesigned as a grass parking lot. Activities which have been completed in 2008 include: • Disposal of 250 vehicles at West Bridgewater Auto Recycling ' • Disposal of 10,000 tires at Bob's Tire Company in New Bedford, MA • Disposal of 1,000 tons of solid waste at Lorusso Corp. in Freetown, MA • Excavation, Stabilization and Disposal of 3,950 tons of impacted soil. The stabilized soil was used as daily cover by the Bourne Integrated Landfill in Bourne, MA. ' 8.2 Confirmatory Soil Sampling and Soil Screening • An area comprising forty six 50ft. by 50ft. grids was excavated, which totals 2.6 acres. The location of the excavation grids are shown on Figure 9. • Confirmatory soil samples were taken from all 46 grids and tested for EPH with Targets and VPH with Targets. All results are summarized in Table 4. • No exceedances of the MADEP S-1/GW-1 and/or S-1/GW-3 Method 1 Cleanup Standards for EPH/VPH were identified in any of the 46 grids. • Soil screening with a Niton X-Ray metal detector was also conducted at all 46 grids after excavation. No exceedances of the MADEP S-1/GW-1 and/or S- ' 1/GW-3 Cleanup Standard of 300 ppm for lead were found. The results are summarized in Table 5. 8.3 Groundwater Sampling • The Horsley Witten Group installed seven groundwater monitoring wells at ' Blackburn Auto Salvage in 2005. Analyses were run for EPH with Targets and i ' �, • RAO Report-Blackburn Auto Salvage Atlantic 211 Airport Road, Hyannis, MA ' ENVIRONMENTAL TECHNOLOGIES,INC. October 29, 2008, Page#16 VPH with Targets. Laboratory results were all below the MADEP GW-1 and GW-3 Cleanup Standards. • Atlantic Environmental, in August of 2008 conducted a round of groundwater sampling in three of the monitoring wells installed by the Horsley Witten Group ' (BB-3, BB-5 and BB-7). The other monitoring wells have been destroyed by the excavation of solid waste and contaminated soil at the site. ' • Groundwater Analytical tested the samples for VPH with Targets, EPH with Targets and Dissolved Metals. • No exceedances of the MADEP GW-1 and/or GW-3 Cleanup Standards were found. The results are summarized in Table 7. 8.4 Condition of No Significant Risk The soil and groundwater sampling and analytical results after remediation in 2008, established that a Condition of No Significant Risk for human health, public welfare and ' the environment has been achieved at the site. 8.5 Class A-2 RAO The conditions for a Permanent Solution, i.e., a Class A-2 RAO have therefore been achieved as a result of completing remediation identified in the RAM Plan. BWSC Forms 106 (RAM Completion Statement) and 104 (RAO Completion Statement) are included in Appendix I. ' No Further Actions are therefore required at this time. The additional cost to remediate beyond No Significant Risk to levels that achieve or approach background is estimated to ' exceed 20% of the costs to achieve No Significant Risk. Further remediation to achieve or approach background is therefore considered infeasible per MADEP Final Policy "Conducting Feasibility Evaluations Under the MCP" (MADEP 2004). The limits of the RAO are delineated on Figure 10. 8.6 Redevelopment of the Site by the Barnstable Municipal Airport The Barnstable Municipal Airport, based upon this RAM/RAO Report can have confidence in the extensive remediation and confirmatory soil sampling/soil screening which has been completed at the Blackburn Auto Salvage Yard. The Airport can now move forward with plans to design and construct a new access road and grass parking lot at the former Blackburn Auto Salvage site. Atlantic ENVIRONMENTAL TECHNOLOGIES,INC. i i i i i FIGURES 1 1 i i i x ' S r 4 X s i � +a •r„ "" t � y ARC % 1 a. g , IL TIAW „ WA ��, � I _ - -, x Ilk y ' "..I.+ r, { ., *}M a<, •,`fir= 13 a ��Ily i N 4e ^ o A v � Atlantic SCALE V = 200' PREPARED FOR: AERIAL 0 VIEW PROJECT N0. 5770 Environmetal Technologies, Inc. 0 100 20o RAM PLAN REPORT SITE UMITS ogre: 4 T 08 Whaling National Park BLACKBURN AUTO SALVAGE FACILITY BLACKBURN AUTO SALVAGE FACILITY 38 Elm Street - New Bedford, MA 02740 HYA2tt AIRPORT ROAD 2tt AIRPORT ROAD NNIS, MAssACHUSETTS HYANNIS, MAssACHUSETTS FIGURE 1 (P) 508-992-6300 (F) 508-992-5533 �! �! !! �! ! ! !■■ iiiii! !� ! ! iiii�. iiili � 1'�utpu� http�maps.massgts.sta e.ma.us/2Te71'�fapFr me.�tm DEP Priority Resource Map / ® Zone 115 ® IWPAS Zone A AC=Cs r I , E 11 S �I III Sole Source Aquifers Solid Waste Landfill I N ® Protected Openspace NHESP Estimated Habitat of Rare W in I i. Wetland Areasteas I Me Otl N I Certified Vernal Pools \\IN\ 2003 NIhflESP b 1• , I I '/I, �f t f 6A AY\" Subbasins f✓Major Basins �i• • I 'I I� li / Hall I I P nIIR1 I N d f�Town Arcs V DEP Region t 4B F � � " ; !rf •, I I b o V d r .lee N 1 I I I 041 County Boundaries tl tlir \ N A alters,B Yield \\\\\\ � HIGH rrr�.a Q a+�ruM Y�o I y YI � 1 N 1 N I iPI I rd 4vN�bv�vkvN � naPotentialDrinki ng �\I\\ \ Water Source Area v��yy i NNII HacH v� D a+ uM r D N\N\N\\4\\N '�' "emu h\ ;yM\N .A4\N\q N R\N\N\ 4 Nye `V I\\�\ Y + FEMA FlaodptainS I\ I�\�_�,9 6 9 �y,` �� \h\\�\" N �r a\�N 1\ ���'2N\� 7 9 �T �}�\�\��•� 9 N�\N\�.N\•' N\4N\\p9\AN\N l\I\ �^\ , 4 �. rzoonP>ni4 K \ \\ . Saoroc 'AIRP `�\��� \\N Hydrography d E3 WATER C] REsERvotR k\N\Nv \�\h\B\Y {A1ee N\N\N\4\ INN ��yy\� N t,d y WETLANDS ::: P-ATS.SHOALS - i zq SALTWATER WETLANDS \\ \N\\N\N\ N\y\N W ti �^ \\ N�\I PO d� � �p givers and 5trearms \�Nry\\ N\ \ Zbe I.I f t r ,fteLJr PEREs4N.WL INTERMITTENT SHORELINE N /✓MAN MADE SHORE �\N\M\N �N tl \ I )T _q\9ti4 d � t 28 . DAM AouEDUcT EOT-OTP Roads wN \\\i \N N N 1 ^/ LCufrEDACCESSHIGHWAY u d\4 O d \ MULTILANEHYVY NOT \ oY d LWITg7 e s ACCs , N OTHER NUMBERED HWY d Oje y MAJOR ROAD-COLLECTOR / M64OR STREET ORROAD. f RA&1P { / racks and Trails A4htD i l TRACK TRAIL j p Tranudssion Lines j I I 1-110 PIPELINE /.. POWERLME TRAIN 1 of 1 - 10/28/2008 9:10 AM , $ HW- R� H RPM - H W THW4 * 'HW-7 Si3-6 BLACKBURN PROPERTY 'HW-,7 HW-9* HW-10 � -11 HW_16 \ HW 8 ' Tres W 1 HW-1 HW-15 HW-18 HW-20 W-19 Horsley Witten Group 5i4(olneUlr 1.'nrimvuNVu'mlufinno Legend none Blackburn Auto Salvage Yard 211 Airport Road HW-1 =Soil Sampling Location Hyannis,Massachusetts Dimenslons not to scale Figure 3 7 .79' / ^i 7 -2 ,Q/ RUNW +6B9 i LAC�BURN c� / ROPERTY o eo�o0 ate�F�ow / Z' BB-4 / BB-5 Q 74. / fires BB-6 74.46' 74.23' / I Horsley Witten Group Legend Monitoring Well North Blackburn Auto Salvage Yard g 211 Airport Road BB-1 =Monitoring Well ID Hyannis,Massachusetts 74.79'=Groundwater Elevation(measured January 19,2006,based on arbitrary benchmark) Dimensions not to scale — — Inferred Groundwater Elevation Contour Figure 4 II , HW-1 t � BB-1 7 ,A � HW- ' B 2 BLDG HW-3 J J 3 HW-4 HW-5 ' BB-3 Q 2 J *HW-7 ' SB-6 84 HW-1 ' N O 85 / HW-12 BB-5 ' HW 9 HW-10 86 ' HW-11 Hw-B / H W-11 87 HW-18 2 HW-1 HW 144 IHW- 5 HW-2 88 BANK m / BANK ANK FN ® BB-7 8 THE LINE HW-19 FNG 0 ' RE L E BANK 91 TREE - LINE SCALE 1' - 100' ' 0 50 100 ' Atlantic PREPARED FOR: GRID LOCATION PROJ CTO NO. Environmetal Technologies, Inc. RAM PLAN REPORT REMEDIATION DATE: Whaling National Park BLACKBURN AUTO SALVAGE FACILITY BLACKBURN AUTO SALVAGE FACILITY 4/23/08 38 Elm Street - New Bedford, MA 02740 211 AIRPORT ROAD 211 AIRPORT ROAD HYANNIS, MASSACHUSETTS HYANNIS. MASSACHUSETTS FIGURE 5 (P) 508-992-6300 (F) 508-992-5533 I OE \t 100E 200E 300E 400E 60ON — `' — 600N WOW Q odd nom f 500N 500N LLJ _ W : C0 — 30ON — Q :Trees 200N 20ON O' 100N z K — 10ON © I j FenCE Tree Line wood Q 1 souroe ` p ;�o the eft ON ON 200E 300E 40E Explanation BANK ® Visible metal objects Interpreted area of large buried ferrous mass TREE LINE Interpreted area of somewhat smaller buried mass(still could contain large objects) Interpreted area of 0 30 60 0 rp possible buried ferrous mass of interest to this survey (these anomalies may be due to aboveground metal objects) > ed Represents the line connecting a magnetic dipole high and low O Suggested starting point for test pit -- �-- EM31 conductnrity contour line Figure!7 (5-milliSiemens per meter interval) GEOPHYSICAL EM31 Conductivity Contour Map and Interpretations ............. EM31 data station Blackburn Auto Salvage Property ,APPLICATIONS 211 Airport Road Hyannis, Massachusetts ,oe,asi-,oe�oe�cno.awo INCORPORATED prepared for BmnV mvkW WBiv + ATLANTIC ENVIRONMENTAL TECHNOLOGIES, INC. 1 11 11 11 11 :11 mme/l/mg I It a i- s Q SO��I � �L.�)� i of Magnetic CorftourVap and Interpretations UEOPHYSICAL G� s . • • : • Blafturn AtAo Satvage Property APPLICATIONS 211 Airport Road Hyannis, Massachusetts ATUkNTIC EWIRONMENTAL TECHNOLOGIES, HW-1 BB-1 F ' 2 BLDG HW-3 ' 3 HW-4 HW-5 ' BB-3 i J Z SBB-6 t 84 O 85 ' 9 HW-10 ' I ' HW-8 86 I -1 LEGEND HW-1 87 O7i:5?i?: :r.::::...,, LARGE AREAS HW-13 HW::tA::: W-.�:;:H ;" ® VISUAL OBSERVATIONS O I Be SCUD WASTE CDI ANK VISUAL OBSERVATIONS ................................. MALL EAS FN souD WASTE 8 FNG 0 ' RE L E ANK 91 TREE LINE SCALE 1' = 100' 0 50 100 ' Atlantic PREPARED FOR: GRID LOCATION PROJECT NO. FR Environmetal Technologies, Inc, RAM PLAN REPORT VISUAL INSPECTION DATE: Whaling National Park BLACKBURN AUTO SALVAGE FACILITY SOLID WASTE 4/29/08 38 Elm Street - New Bedford, MA 02740 HYA 211 AIRPORT ROAD BLACKBURN AUTO SALVAGE FACILITY ' <P) 508-992-6300 CF) 508-992-5533 NNIs, MASSACI1usETTS 211 AIRPORT ROAD HYANNIS, MASSACHUSETTS FIGURE 8 1 1 1 E F 1 3 1 J 4 3 1 5 2 J 1 6 ...............:::::: ...... . ............... :.::.:::.;:.;::::;::;..;:. :::•...::. ...................................... 1 7 1 8 i 9 is 1 10 1 W U 11 z i W 1 12 co z 1 - 1 1 4 � LEGEND 15 EXCAVATION GRIDS RE L E 1 . ANK r J SCALE 1' = 100' ' TREE LINE 0 50 100 ' Atlantic PROJECT NO.PREPARED FOR: SOIL CONTAMINATION EXCAVATION GRIDS 5770 Environmetal Technologies, Inc. RAM PLAN REPORT DATE: Whaling National Park BLACKBURN AUTO SALVAGE FACILITY BLACKBURN AUTO SALVAGE FACILITY 9/17/08 38 Elm Street - New Bedford, MA 02740 211 AIRPORT ROAD 211 AIRPORT ROAD HYANNIS, MASSACHUSETTS HYANNIS, MASSACHUSETTS FIGURE 9 1 (P) 508-992-6300 (F) 508-992-5533 I 1 A B C D 1 E F IL � R. G 3 ' J 4 3 1 5 3 J 6 :.:.:.:.:.:. .. ........... . 7 8 0 i 0 9 is ......: .................. ...................... .........: 10 1 11 z is W 12 z 0 13 -D ......Ico ' 1 LEGEND 4 --- EXCAVATION GRIDS ' 15 FN 350' e e RAO LIMITS RE LI E ' ANK SCALE 1' = 100' ' o so >oo TREE LINE ' Atlantic PREPARED FOR: PROJECT NO. RAO LIMITS 5770 Environmetal Technologies, Inc. RAM PLAN REPORT DATE: Whaling National Park BLACKBURN AUTO SALVAGE FACILITY BLACKBURN AUTO SALVAGE FACILITY 9�17/08 211 AIRPORT ROAD HYANNIS, MMASSACH SETTS 11 AIRPORT ROAD 38 Elr� Street — New Bedford, MA 02740 HYANNIs. MASSACHusETTS FIGURE 10 ' (P) 508-992-6300 (F) 508-992-5533 I _Atlantic ' ENVIRONMENTAL TECHNOLOGIES,INC. ' TABLES 1 1 1 1 1 Atlantic L ' ENVIRONMENTAL TECHNOLOGIES,INC. 1 ' Table #1 Groundwater Sampling Test Results.of Horsley Witten Group in 2005 ' P g Y P 1 1 1 � 1 Horsley Witten Group Sustainable Environmental Solutions ' 90 Route 6A • Sandwich, MA • 02563 Phone-508-833-6600 • Fax-508-833-3150 • vvwwhorsleyvvitten.com Phase I ' Environmental Site Assessment ' 211 Airport Road ' Hyannis, MA ' February 6, 2006 1 1 F\ e � Mt p, �l~ F Y t _ t Prepared for: Michael Garrity Edwards and Kelcey 343 Congress Street Boston, MA 02210 1 1 I , TABLES ' Table 1 Laboratory Results-Soil ' Blackburn Auto Salvage Yard 211 Airport Road Hyannis,Massachusetts ' nalyte HW-1 HW-2 HW-3 HW-4 HW-8 HW-10 HW-11 HW-19 MA S1/GW1 MA S2/GWI Total Metals by EPA Method 3050B/6000/7000 ' Beryllium 0.11 0.08 ND 0.11 0.14 ND ND 0.10 1 1 Cadmium 1 2 1 2 ND 3 3 2 30 80 Chromium 14 16 10 10 6 14 18 10 1,000 2,500 Copper 182 528 205 61 39 178 122 154 NS NS ' Lead 196 797 357 197 140 543 622 709 300 600 Mercury ND ND ND ND ND ND ND 0.07 20 60 Nickel 10 17 11 20 8 48 23 15 300 700 Silver ND 1 1 ND ND 2 1 1 100 200 ' inc 114 174 118 173 81 483 1,250 258 2,500 2,500 Volatile Organic Compounds by EPA Method 5035/8260B Styrene ND ND ND ND ND 0.27 ND ND 2 2 Xylenes(Total) ND ND ND ND ND ND 0.13 ND 500 800 1,2,4-Trimethylbenzene ND ND 0.07 ND ND ND ND ND NS NS 1,3,5-Trimethylbenzene ND ND 0.06 ND ND ND ND ND NS NS ' Polychlorinated Biphenyls by EPA Method 8082 oclor 1254 ND ND 0.40 ND ND ND ND ND 2 2 ' oclor 1260 0.11 0.31 0.27 0.33 ND 0.14 0.28 0.15 2 2 Extractable Petroleum Hydrocarbons by MADEP Method 04-1.1 c9-c18 Aliphatic, ND ND ND ND ND ND 52 676 1,000 2,500 c19-c36 Aliphatics 172 1,090 369 3,490 48 443 6,430 24,500 2,500 5,000 c11-c22 Aromatics 122 759 551 2,130 ND 144 10,300 4,190 200 200 Phenanthrene 1 1 ND ND ND ND ND ND 700 700 Benzo(a)anthracene 1 1 ND ND ND ND ND ND 1 1 ' Benzo(a)pyrene 1 2 ND ND ND ND ND ND 1 1 Benzo(b)fluoranthene 1 1 ND ND ND ND 1 ND 1 1 Benzo(g,h,i)perylene 1 2 ND ND ND ND ND ND 1,000 2,500 Benzo(k)fluoranthene 1 1 ND ND ND ND ND ND 7 10 Chrysene 1 2 ND ND ND ND ND ND 7 10 Fluoranthene 1 2 ND ND ND ND ND ND 1,000 2,000 Indeno(1,2,3-cd)Pyrene 1 2 ND ND ND ND ND ND I 1 rene 1 2 ND ND ND ND 1 ND 700 1,000 Notes: Samples collected 11/23/2005 All samples collected from 0"-6"beneath surface ' Samples analyzed at ESS Laboratory,Cranston,Rhode Island ND=None detected above laboratory detection limit MA S 1/GW 1=Massachusetts Contingency Plan Method 1 Soil and Groundwater Standards NS=No Method 1 Standard provided ' Bold type indicates exceedence of S1/GW1 Only analytes detected above laboratory reporting limit are listed ' J:\5119 HYA Land Aquisition\Blackburn 21 E\November 2005 ESA\Soil and Groundwater Results.xls Table 2 Laboratory Results-Groundwater Blackburn Auto Salvage Yard 211 Airport Road Hyannis,Massachusetts BBl BB2 BB3 BB4 BB5 BB6 BB7 MA GW-1 MA GW-3 Analyte 12222005 12/2220)5 12122/2005 12/22/2005 12222005 12/22/2005 12/22/2005 (u L) WOW ' EDB by EPA Method 504.1 1,2-Dibromoethane(EDB) <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 0.02 50,000 ' 1,2-Dibromo-3-chloropropane <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 Priority Pollutant Metals by EPA Methods 601013/7470A ' Antimony,Total <,005 <.005 <.005 <.005 <.005 <.005 <.005 6 300 Arsenic,Total <10 <10 <10 <10 <10 10 <10 50 400 eryllium,Total <4 <4 <4 <4 <4 <4 <4 4 50 Cadmium,Total <5 <5 <5 <5 <5 <5 <5 5 10 Chromium,Total <10 <10 <10 <10 <10 <10 <10 100 2,000 ' Copper,Total <25 <25 <25 <25 <25 <25 <25 Lead,Total <.001 0.0038 <.001 <.001 <.001 <.001 0.0011 15 30 Nickel,Total <40 <40 <40 <40 <40 <40 <40 100 80 Selenium,Total <50 <50 <50 <50 <50 <50 <50 50 80 Silver,Total <7 <7 <7 <7 <7 <7 <7 40 7 ' Thallium,Total <.005 <.005 <,005 <.005 <.005 <.005 <.005 2 400 Zinc,Total <200 300 <200 <200 <200 <200 <200 2,000 900 Mercury,Total <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 2 1 ' Volatile Organic Compounds by EPA Method 8260B ichlorodifluoromethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Chloromethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Vinyl Chloride <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 2 40,000 ' romomethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 10 50,000 Chloroethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 richlorofluoromethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Diethyl Ether <2 <2 <2 <2 <2 <2 <2 1,1-Dichloroethene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 7 50,000 1,1,2-Trichlorotrifluoroethane <5 <5 <5 <5 <5 <5 <5 Acetone <10 QO <10 <10 <10 <10 <10 3,000 50,000 Carbon Disulfide <5 <5 <5 <5 <5 <5 <5 Methylene Chloride <2.5 <2.5 <2.5 <2.5 <2.5 <2.5 <2.5 5 50,000 ' s-1,2-Dichloroethene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 100 50,000 Methyl tert-butyl Ether(MTBE) 0.7 2 <0.5 3 <0.5 0.7 <0.5 70 50,000 1,1-Dichloroethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 70 50,000 2-Dichloropropane <0.5 <0.5 <0.5 <0.5 <0.5 <C-.5 <0.5 cis-1,2-Dichloroethene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 70 50,000 ' -Butanone(MEK) <5 <5 <5 <5 <5 <5 <5 350 50,000 romochloromethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 etrahydrofuran(THF) <5 <5 <5 <5 <5 <5 <5 Chloroform <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 10,000 1,1,1-Trichl oroethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 200 50,000 Carbon Tetrachloride <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 1,1-Dichloropropene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Benzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 7,000 1,2-Dichloroethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 ' richloroethene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 20,000 1,2-Dichloropropane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 30,000 Dibromomethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 romodichloromethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 1,4-Dioxane <500 <500 <500 <500 <500 <500 <500 cis-1,3-Dichloropropene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.5 2,000 -Methyl-2-Pentanone(MIBK) <5 <5 <5 <5 <5 <5 <5 350 50,000 Toluene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,000 50,000 s-1,3-Dichloropropene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.5 2,000 1,1,2-Trichloroethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 ' etrachloroethene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 5,000 1,3-Dichloropropane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -Hexanone <5 <5 <5 <5 <5 <5 <5 ibromochloromethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 ' Chlorobenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 100 500 1,1,1,2-Tetrachloroethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 ' J:\5119 HYA Land Aquisibon\BIackbum 21 EWovember 2005 ESA\Soil and Groundwater Results.xls Table 2 Laboratory Results-Groundwater Blackburn Auto Salvage Yard ' 211 Airport Road Hyannis,Massachusetts BBl BB2 BB3 BB4 BB5 BB6 BB7 MA GW-1 MA GW-3 nal to 12222005 12/222005 12/22/2005 12/22/2005 12/22/2005 12n22005 12222005 (a ) (ug/L) ' thylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 700 4,000 eta-Xylene and para-Xylene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 10,000 50,000 ortho-Xylene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 10,000 50,000 Styrene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 100 50,000 ' romoform <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 Isopropylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 romobenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,1,2,2-Tetrachloroethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 2 20,000 1,2,3-Trichloropropane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -Propylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Chlorotoluene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,3,5-Trimethylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Chlorotoluene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 ' ert-Butylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,2,4-Trimethylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 sec-Butylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,3-Dichlorobenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 600 8,000 Isopropyholuene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 ' 1,4-Dichlorobenzene <0.5 <0.5 <0.5 <0.5 . <0.5 <0.5 <0.5 5 8,000 1,2-Dichlorobenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 600 8,000 Butylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,2-Dibromo-3-chloropropane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,2,4-Trichlorobenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 70 500 ' Hexachlorobutadiene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 90 Naphthalene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 20 6,000 1,2,3-Trichlorobenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 ert-Butyl Alcohol(TBA) <20 <20 <20 <20 <20 <20 <20 Di-isopropyl Ether(DIPE) <0.5 <0.5 <0.5 <0.5 <0.5 10.5 <0.5 ' thyl tert-butyl Ether(ETBE) <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 ert-Amyl Methyl Ether(TAME) <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,3-Dichloropropene[11 <0.5 <0.5 <0.5 <0.5 <0.5 <:0.5 <0.5 0.5 2,000 ylenes(Mixed Isomers)[2] <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 10,000 50,000 ' Polycylclic Aromatic Hydrocarbons by EPA Method 8270C Naphthalene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 20 6,000 Methylnaphthalene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 10 3,000 ' cenaphthylene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 300 3,000 cenaphthene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 20 5,000 luorene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 300 3,000 henanthrene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 300 50 ' Anthracene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 2,000 3,000 luoranthene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 300 200 Pyrene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 200 3,000 enzo[a]anthracene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 1 3,000 Chrysene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 2 3,000 enzo[b]fluoranthene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 1 3,000 enzo[k]fluoranthene <0.1 <0.1 <0.1 <0.1 <0.1 <0.I <0.1 1 3,000 enzo[a]pyrene <0.1 <0.1 <0.1 <0.1 <0.I <0.1 <0.1 0.2 3,000 Indeno[1,2,3-c,d]pyrene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.5 3,000 ibenzo[a,h]anthracene <0.1 <0.1 <0.1 <0.1 <0.1 <0.I <0.1 0.5 3,000 1 enzo[g,h,i]perylene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 300 3,000 MA DEP Extractable Petroleum Hydrocarbons ' -C9 to n-C18 Aliphatic Hydrocarbons <540 <560 <560 <560 <560 <540 <560 4,000 20,000 C 19 to n-C36 Aliphatic Hydrocarbons <540 <560 <560 <560 <560 <540 <560 5,000 20,000 Cl 1 to n-C22 Aromatic Hydrocarbons <160 <170 <170 <170 <170 <160 <170 200 30,000 Unadjusted n-C I I to n-C22 Aromatic Hydrocarbons <160 <170 <170 <170 <170 <160 <170 MA DEP Volatile Petroleum Hydrocarbons C5 to n-C8 Aliphatic Hydrocarbons <20 <20 <20 <20 <20 <20 QO 400 4,000 C9 to n-C12 Aliphatic Hydrocarbons <20 QO <20 <20 <20 <20 <20 4,000 20,000 ' -C9 to n-C 10 Aromatic Hydrocarbons QO <20 <20 <20 <20 <20 QO 200 4,000 Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons <20 QO <20 <20 <20 <20 <0 Unadjusted n-C9 to n-C 12 Aliphatic Hydrocarbons <20 <20 <20 <20 <20 <20 QO J:\5119 HYA Land Aquisition\Blackbum 21EWovember2005 ESA\Soil and Groundwater Results.lds Table 2 Laboratory Results-Groundwater Blackburn Auto Salvage Yard 211 Airport Road Hyannis,Massachusetts BB1 BB2 BB3 BB4 BBS BB6 BB7 MA GW-1 MA GW-3 ' Analyte 12/22/2005 12/22/2005 12/22/2005 12/22/2005 12/22/2005 12/22/2005 12/22/2005 (u ) (u ) Methyl tert-butyl Ether(MTBE) <5 <5 <5 <5 <5 <5 <5 70 50,000 Benzene <1 <l <1 <1 <1 <1 <1 5 7,000 Toluene <5 <5 <5 <5 <5 <5 <5 1,000 50,000 Ethylbenzene <5 <5 <5 <5 <5 <5 <5 700 4,000 ' Neta-Xylene and para-Xylene <5 <5 <5 <5 <5 <5 <5 10,000 50,000 ortho-Xylene <5 <5 <5 <5 <5 <5 <5 10,000 50,000 aphthalene <5 <5 <5 <5 <5 <5 <5 20 6,000 Xylenes Mixed Isomers)[31 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 10,000 50,000 ' Notes: [1]The result for 1,3-Dichloropropene is calculated as the sum of all quantified values for the analytes cis-1,3-Dichloropropene and trans-1,3-Dichloropropene. [2]The result for Xylenes(Mixed Isomers)is calculated as the sum of all quantified values for the analytes meta-and para-Xylene and ortho-Xylene. [3]The result for Xylenes(Mixed Isomers)is calculated as the sum of all quantified values for the analytes meta-and para-Xylene and ortho-Xylene. MA GW-1 and GW-3:Massachusetts Contingency Plan Method 1 Groundwater Standards,listed GW-1 and GW-3 Standards shown All samples collected 12/22/2005 Samples analyzed at Groundwater Analytical,Buzzards Bay,Massachusetts I II i ' J:\5119 HYA Land Aquisition\Blackbum 21EWovember2005 ESA\Soil and Groundwater Results.xls -1 $ HW- oP� H RP�R *HW4 *Hw- �- *HW-7 'SB-6 BLACKBURN PROPERTY � *Hw-17 jHW-94- HW-10 -11 Q HW- *HW-16 HW-1 HW-15 ires W 1 HW-18 HW-20 (= W-19 Horsley Willen Group 5uf I rin�ulr fuvuumurNur inlull0u'.1 w.�+.nartlrYKL'".wu Legend NaM Blackburn Auto Salvage Yard 211 Airport Road HW-1 =Soil Sampling Location Hyannis,Massachusetts Dlmanelona not to scale Figure 3 7 .79' / lb / -2 RUNW 0 / &Y BB-3 / +74.69' r / LAC BURN cr / �i�e ?dWa ROPERTY h anon l�7Fiaw *BB BB 5 74. Q / Tres / BB-6 74.46' 74.23' Horsley Witten Group .,ufldniLl::lrr.ilulrnr.nurl 1fr.lrlrnlrl ,rw.AmHi�u.mm d North Blackburn Auto Salvag Lin e Yard 211 Airport Road * Monitoring Well III Hyannis,Massachusetts BB-1 =Monitoring Well ID Dimensions not to scale 74.79'=Groundwater Elevation(measured January 19,2006,based on arbitrary benchmark) Figure 4 ——— Inferred Groundwater Elevation Contour Whaling National Park Table 2 ..Atlantic 38 Elm Street Stockpile Laboratory Tests Compared to United Retek's BUD Acceptance Criteria ENVIRONMENTAL TECHNOLOGIES,INC. New Bedford, MA 02740 Blackburn Auto Salvage,211 Airport Road, Hyannis, MA 02601 Environmental and Civil Engineering 508-992-6300 SP-1 SP-2 SP-3 SP-4 SP-5 SP-6 SP-7 Date Collected: 8/13/2008 8/13/2008 8/13/2008 8/13/2008 8/18/2008 8/18/2008 8/18/2008 Laboratory ID(s): 119325-27 119325-28 119325-29 119325-30 119445-1 119445-2 119445-3 Matrix: Soil Soil Soil Soil Soil Soil Soil (mg/Kg) (mg/Kg) (mg/Kg) (mg/Kg) (mg/Kg) (mg/Kg) (mg/Kg) (mg/Kg) BUD Contaminant Acceptance Criteria Arsenic 530 BRL BRL BRL BRL BRL BRL BRL Cadmium 530 1.9 1.2 1.7 1.1 2.3 2.8 2.5 Chromium 5500 11 56 14 12 15 12 12 Lead :51000 110 120 150 140 160 220 190 Mercury 10 0.02 0.027 0.029 0.027 0.021 0.025 0.02 Total Petroleum Hydrocarbons :560000 790 1000 900 1300 580 400 390 TCLP/Lead <5 1 1 0.40 0.60 0.7 1.00 1.00 PCB <2 BRL BRL BRL BRL BRL 0.4 0.34 No Contaminates Exceeded BUD Acceptance Criteria of Untied Retek ug/L Micrograms per Liter(parts per billion) BRL Below Reporting Limit MADEP Massachusetts Department of Environmental Protection TPH Total Petroleum Hydrocarbons EPH Extractable Petroleum Hydrocarbon SVOs Semivolatile Organics VPH Volatile Petroleum Hydrocarbon VOCs Volatile Organics PCBs Polychlorinated Biphenyls Table 3 Soil Quality After In-Situ Treatment with ENVIRO-PHOS � Atlantic Whaling National Park 38 Elm Street ENVIRONMENTAL TECHNOLOGIES,INC. New Bedford,MA 02740 i ' Environmental and Civil Engineering 508-992-6300 Blackburn Auto Salvage,211 Airport Road,Hyannis,MA ' TCLP Lead <.3 ppm Total Petroleum Hydrocarbons(TPH) 150 ppm The above tests were performed after In Situ Treatment by United Retek of Lead Impacted Soils with ENVIRO-PHOS® . ENVIRO-PHOS® is composed primarily of calcium phosphate. Notes: The Laboratory Tests for the TCLP Lead and TPH are included in Appendix E. Table 4 Confirmatory Soil Sampling After Excavation Laboratory Test Results for EPHNPH aling Atlantic 8hElm Street Park ' ENVIRONMENTAL TECHNOLOGIES,INC. New Bedford,MA 02740 - Environmental and Civil Engineering 508-992-6300 Blackburn Auto Salvage,211 Airport Road,Hyannis,MA Chemicals of Concern Cleanup Standard Cleanup Standard Grid Grid Grid Grid Grid Grid Grid Grid forS-1/GW-1 forS-1/GW-3 A-1 B-2 A-4 B-4 C-4 A-5 B-5 C-5 9/4/2008 9/4/2008 9/4/2008 9/8/2008 8/21/2008 9/4/2008 9/4/2008 8/21/2008 MA DEP EPH 119868-11 119868-12 119868-10 119956-2 119536-12 119868-8 119868-9 119536-13 (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) n-C9 to n-C18 Aliphatic Hydrocarbons 1,000 1,000 <30 <30 <30 <32 <34 <31 <30 <31 n-C19 to n-C36 Aliphatic Hydrocarbons 3,000 3,000 <30 <30 33 160 96 <31 <30 43 n-CI1 to n-C22 Aromatic Hydrocarbons 1,000 1,000 <30 <30 <30 120 <34 <31 <30 <31 Naphthalene 4 500 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 2-Methylnaphthalene 0.7 300 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Phenanthrene 10 500 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Acenaphthene 4 1,000 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Acenaphthylene 1 10 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Fluorene 1,000 1,000 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Anthracene 1,000 1,000 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Fluoranthene 1,000 1,000 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Pyrene 1,000 1,000 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Benzo[a]anthracene 7 7 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Chrysene 70 70 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Benzo[b]fluoranthene 7 7 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Benzo[k]fluoranthene 70 70 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Benzo[a]pyrene 2 2 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Indeno[1,2,3-c,d]pyrene 7 7 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Dibenzo[a,h]anthracene 0.7 0.7 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 Benzo[g,h,i]perylene 1,000 1,000 <0.5 <0.5 <0.5 <0.53 <0.57 <0.51 <0.51 <0.52 MA DEP VPH n-05 to n-C8 Aliphatic Hydrocarbons 100 100 <1.2 <1.2 <1.3 <1.5 <2.5 <1.3 <1.3 <2.4 n-C9 to n-C12 Aliphatic Hydrocarbons 1,000 1,000 <1.2 <1.2 <1.3 <1.5 <2.5 <1.3 <1.3 3 n-C9 to n-C10 Aromatic Hydrocarbons 100 100 <1.2 <12 <1.3 <1.5 <2.5 <1.3 <1.3 <2.4 Methyl tert-butyl Ether(MTBE) 0.1 100 <0.06 <0.06 <0.06 <0.08 <0.13 <0.07 <0.06 <0.12 Benzene 2 30. <0.12 <0.12 <0.13 <0.15 <0.25 <0.13 <0.13 <0.24 Toluene 30 500 <0.12 <0.12 <0.13 <0.15 <0.25 <0.13 <0.13 <0.24 Ethylbenzene 40 500 <0.12 <0.12 <0.13 <0.15 <0.25 <0.13 <0.13 <0.24 meta-Xylene and para-Xylene 400 500 <0.12 <0.12 <0.13 <0.15 <0.25 <0.13 <0.13 <0.24 ortho-Xylene 400 500 <0.12 <0.12 <0.13 <0.15 <0.25 <0.13 <0.13 <0.24 Naphthalene 4 500 <0.6 <0.61 <0.63 <0.76 <1.3 <0.66 <0.65 <1.2 Xylenes(Mixed Isomers)[1] 400 500 <.24 <24 <.26 <.30 <50 <.26 <.26 <.48 Page 1 Table 4 Confirmatory Soil Sampling After Excavation Laboratory Test Results for EPHNPH Whaling'�� No�Atlantic 8 Elm Streeit nal Park ENVIRONMENTAL TECHNOLOGIES,INC. New Bedford,MA 02740 Environmental and Civil Engineering 508-992-6300 Blackburn Auto Salvage,211 Airport Road,Hyannis,MA Chemicals of Concern Cleanup Standard Cleanup Standard Grid Grid Grid Grid Grid Grid Grid Grid fors-1/GW-1 forS-1/GW-3 D-5 E-5 A-6 B-6 D-6 E-6 A-7 B-7 8/21/2008 8/21/2009 8/29/2008 8/29/2008 8/21/2008 8/21/2008 8/21/2008 8/21/2009 MA DEP EPH 119536-14 119536-15 119800-15 119800-16 119536-16 119536-17 119536-11 119536-20 (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) n-C9 to n-C18 Aliphatic Hydrocarbons 1,000 1,000 <32 <32 <31 <32 <31 <31 <30 <32 n-C19 to n-C36 Aliphatic Hydrocarbons 3,000 3,000 40 <32 <31 <32 140 230 70 64 n-Cl 1 to n-C22 Aromatic Hydrocarbons 1,000 1,000 <12 <32 <31 <32 <31 37 <30 <32 Naphthalene 4 500 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 2-Methylnaphthalene 0.7 300 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Phenanthrene t0 500 <0.54 <0,54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Acenaphthene 4 1,000 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Acenaphthylene 1 10 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Fluorene 1,000 1,000 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Anthracene 1,000 1,000 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Fluoranthene 1,000 1,000 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Pyrene 1,000 1,000 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Benzo[alanthracene 7 7 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Chrysene 70 70 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Benzo[b]fluoranthene 7 7 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Benzo[klfluoranthene 70 70 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Benzo[a]pyrene 2 2 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Indeno[1,2,3-c,d]pyrene 7 7 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Dibenzo[a,h]anthracene 0.7 0.7 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 Benzo[g,h,ilperylene 1,000 1,000 <0.54 <0.54 <0.52 <0.53 <0.52 <0.51 <0.5 <0.53 MA DEP VPH n-05 to n-C8 Aliphatic Hydrocarbons 100 100 <1.2 <1.3 <1.4 <2.1 <1.2 <1.2 <l.l <1.2 n-C9 to n-C12 Aliphatic Hydrocarbons 1,000 1,000 <1.2 8.3 <1.4 <2.1 <1.2 <1.2 1.5 <1.2 n-C9 to n-C10 Aromatic Hydrocarbons 100 100 <12 6.2 <1.4 <2.1 <12 <12 3.9 <1.2 Methyl tert-butyl Ether(MTBE) 0.1 100 <0.06 <0.07 <0.07 <0.11 <0.06 <0.06 <0.05 <0.06 Benzene 2 30 <0.12 <0.13 <0.14 <0.21 <0.12 <0.12 <0.11 <0.12 Toluene 30 500 <0.12 <0.13 <0.14 <0.21 <0.12 <0.12 <0.II <0.12 Ethylbenzene 40 500 <0.12 <0.13 <0.14 <0.21 <0.12 <0.12 <0.11 <0.12 meta-Xylene and para-Xylene 400 500 <0.12 <0.13 <0,14 <0.21 <0.12 <0.12 <0.I I <0.12 ortho-Xylene 400 500 <0.12 <0.13 <0.14 <0.21 <0.12 <0.12 <0.II <0.12 Naphthalene 4 500 <0.6 <0.66 <0.68 <1.1 <0.58 <0.58 <0.53 <0.58 Xylenes(Mixed Isomers)[1] 400 500 <.24 <26 <28 <.42 <.24 <24 <.22 <.24 Page 2 Table 4 Confirmatory Soil Sampling After Excavation Laboratory Test Results for EPHNPH NationalWhaling -. Atlantic 8 Elm Streett Park UMRONMENTALTECHNOLCGIES,INC. New Bedford,MA 02740 Environmental and Civil Engineering 508-992-6300 Blackburn Auto Salvage,211 Airport Road,Hyannis,MA Chemicals of Concern Cleanup Standard Cleanup Standard Grid Grid Grid Grid Grid Grid Grid Grid forS-1/GW-1 forS-1/GW-3 C-7 E-7 F-7 G-7 A-8 B-8 C-8 F-8 8/13/2008 8/21/2008 8/29/2008 8/29/2008 8/18/2008 8/18/2008 8/13/2008 8/29/2008 MA DEP EPH 119325-22 119536-18 119800-10 119800-9 119445-15 119445-14 119325-20 119800-12 (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) n-C9 to.n-C18 Aliphatic Hydrocarbons 1,000 1,000 <31 <32 <32 <33 <32 <30 <32 <32 n-C19 to n-C36 Aliphatic Hydrocarbons 3,000 3,000 46 <32 <32 <33 45 <30 230 <32 n-CI I to n-C22 Aromatic Hydrocarbons 1,000 1,000 <31 <32 <32 <33 <32 <30 43 <32 Naphthalene 4 500 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 2-Methylnaphthalene 0.7 300 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Phenanthrene 10 500 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Acenaphthene 4 1,000 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Acenaphthylene 1 10 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Fluorene 1,000 1,000 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Anthracene 1,000 1,000 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Fluoranthene 1,000 1,000 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Pyrene 1,000 1,000 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Benzo[a]anthracene 7 7 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Chrysene 70 70 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Benzo[b]fluoranthene 7 7 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Benzo[k]fluoranthene 70 70 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Benzo[a]pyrene 2 2 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Indeno[1,2,3-c,d]pyrene 7 7 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Dibenzo[a,h]anthracene 0.7 0.7 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 Benzo[g,h,i]perylene 1,000 1,000 <0.52 <0.53 <0.54 <0.55 <0.54 <0.51 <0.53 <0.53 MA DEP VPH n-05 to n-C8 Aliphatic Hydrocarbons 100 100 <1.3 <1.3 <1.8 <1.8 <1.1 <1.1 <I.2 <1.4 n-C9 to n-C12 Aliphatic Hydrocarbons 1,000 1,000 <1.3 <1.3 <1.8 16 1.4 <1.1 <1.2 <1.4 n-C9 to n-C10 Aromatic Hydrocarbons 100 100 <1.3 <1.3 <1.8 6.3 <1.1 <1.1 <1.2 <1.4 Methyl tert-butyl Ether(MTBE) 0.1 100 <0.06 <0.07 <0.09 <0.09 <0.05 <0.06 <0.06 <0.07 Benzene 2 30 <0.13 <0.13 <0.18 <0.18 <0.11 <0.11 <0.12 <0.14 Toluene 30 500 <0.13 <0.13 <0.18 <0.18 <0.II <0.11 <0.12 <0.14 Ethylbenzene 40 500 <0.13 <0.13 <0.18 <0.18 <0.1I <0.II <0.12 <0.14 meta-Xylene and para-Xylene 400 500 <0.13 <0.13 <0.18 <0.18 <0.I I <0.I I <0.12 <0.14 ortho-Xylene 400 500 <0.13 <0.13 <0.18 <0.18 <0.I1 <0.II <0.12 <0.14 Naphthalene 4 500 <0.65 <0.66 <0.91 <0.91 <0.54 <0.56 <0.6 <0.72 Xylenes(Mixed Isomers)[1] 400 500 <.26 <.26 <.36 <.36 <.22 <.22 <.24 <.28 Page 3 Table 4 Confirmatory Soil Sampling After Excavation Laboratory Test Results for EPHNPH Nati�Atlantic 38haling Elm Sttreetnal Park qtPEWRONMENTAL TECHNOLOGIF-%INC. New Bedford,MA 02740 Environmental and Civil Engineering 508-992-6300 Blackburn Auto Salvage,211 Airport Road,Hyannis,MA Chemicals of Concern Cleanup Standard Cleanup Standard Grid Grid Grid Grid Grid Grid Grid Grid forS-1/GW-1 forS-1/GW-3 G-8 A-9 B-9 C-9 D-9 E-9 F-9 G-9 8/29/2008 8/18/2008 8/13/2008 8/13/2008 8/26/2008 8/21/2008 8/29/2008 8/29/2008 MA DEP EPH 119800-11 119445-13 119325-19 119325-21 119646-4 119536-19 119800-14 119800-13 (mg1kg) (mg/kg) (mg/kg) (ng/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) n-C9 to n-C18 Aliphatic Hydrocarbons 1,000 1,000 <32 <32 <31 <32 <31 <32 <32 <32 n-C19 to n-C36 Aliphatic Hydrocarbons 3,000 3,000 <32 <32 <31 <32 67 65 <32 <32 n-CI 1 to n-C22 Aromatic Hydrocarbons 1,000 1,000 <32 <32 <31 <32 <31 <32 <32 <32 Naphthalene 4 500 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 2-Methyl naphthalene 0.7 300 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Phenanthrene 10 500 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Acenaphthene 4 1,000 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Acenaphthylene 1 10 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Fluorene 1,000 1,000 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Anthracene 1,000 1,000 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Fluoranthene 1,000 1,000 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Pyrene 1,000 1,000 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Benzo[a]anthracene 7 7 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Chrysene 70 70 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Benzo[b]fluoranthene 7 7 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Benzo[k]fluoranthene 70 70 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Benzo[alpyrene 2 2 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Indeno[1,2,3-c,d]pyrene 7 7 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Dibenzo[a,h]anthracene 0.7 0.7 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 Benzo[g,h,i]perylene 1,000 1,000 <0.53 <0.53 <0.52 <0.53 <0.51 <0.53 <0.53 <0.54 MA DEP VPH n-05 to n-C8 Aliphatic Hydrocarbons 100 100 <2.1 <2.1 <1.1 <l.1 <1 <1 <1.6 <1.6 n-C9 to n-C12 Aliphatic Hydrocarbons 1,000 1,000 <2.1 <2.1 <1.1 <1.1 <1 <1 2.1 <1.6 n-C9 to n-C10 Aromatic Hydrocarbons 100 100 <2.1 <2.1 <l.l <l.I <1 <1 <1.6 <1.6 Methyl tert-butyl Ether(MTBE) 0.1 100 <0.1 <0.11 <0.06 <0.05 <0.05 <0.05 <0.08 <0.08 Benzene 2 30 <0.21 <0.21 <0.II <0.II <0.1 <0.1 <0.16 <0.16 Toluene 30 500 <0.21 <0.21 <0.II <0.II <0.1 <0.1 <0.16 <0.16 Ethylbenzene 40 500 <0.21 <0.21 <0.II <0.11 <0.1 <0.1 <0.16 <0.16 meta-Xylene and para-Xylene 400 500 <0.21 <0.21 <0.I I <0.I I <0.1 <0.1 <0.16 <0.16 ortho-Xylene 400 500 <0.21 <0.21 <0.11 <0.II <0.1 <0.1 <0.16 <0.16 Naphthalene 4 506 <1 <I.1 <0.56 <0.55 <0.52 <0.52 <0.8 <0.81 Xylenes(Mixed Isomers)[1] 400 500 <.42 <.42 <.22 <.22 <,20 <.22 <.32 <.32 Page 4 Table 4 Confirmatory Soil Sampling After Excavation Laboratory Test Results for EPH/VPH Atlantic Whaling National Park 38 Elm Street DWIRONMENTAL TECHNC LOGIM INC. New Bedford,MA 02740 Environmental and Civil Engineering 508-992-6300 Blackburn Auto Salvage,211 Airport Road,Hyannis,MA Chemicals of Concern Cleanup Standard Cleanup Standard Grid Grid Grid Grid Grid Grid Grid Grid forS-1/GW-1 forS-1/GW-3 A-10 B-10 C-10 D-10 E-10 A-11 B-11 C-11 8/18/2008 8/13/2008 8/13/2008 8/13/2008 8/13/2008 8/18/2008 8/18/2008 8/18/2008 MA DEP EPH 119445-12 119325-17 119325-18 119325-15 119325-16 119445-27 119445-26 119445-25 (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) n-C9 to n-C18 Aliphatic Hydrocarbons 1,000 1,000 <31 56 <32 <30 <31 <31 <32 <32 n-C19 to n-C36 Aliphatic Hydrocarbons 3,000 3,000 <31 980 <32 30 170 <31 <32 110 n-CI 1 to n-C22 Aromatic Hydrocarbons 1,000 1,000 <31 110 <32 <30 35 <31 <32 <32 Naphthalene 4 500 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 2-Methyl naphthalene 0.7 300 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Phenanthrene 10 500 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Acenaphthene 4 1,000 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Acenaphthylene 1 10 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Fluorene 1,000 1,000 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Anthracene 1,000 1,000 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Fluoranthene 1,000 1,000 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Pyrene 1,000 1,000 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Benzo[a]anthracene 7 7 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Chrysene 70 70 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Benzo[b]fluoranthene 7 7 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Benzo[k]fluoranthene 70 70 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Benzo[alpyrene 2 2 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Indeno[1,2,3-c,d]pyrene 7 7 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Dibenzo[a,h]anthracene 0.7 0.7 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 Benzo[g,h,ilperylene 1,000 1,000 <0.51 <0.54 <0.53 <0.5 <0.51 <0.52 <0.53 <0.53 MA DEP VPH n-05 to n-C8 Aliphatic Hydrocarbons 100 100 <1 <1 <1 <1 <1 <1 <1.1 <1.1 n-C9 to n-C12 Aliphatic Hydrocarbons 1,000 1,000 <1 1.3 <1 <1 3 <1 <1.1 1.3 n-C9 to n-C10 Aromatic Hydrocarbons 100 100 <1 <1 <1 <1 4.4 <1 <1.1 <1.1 Methyl tert-butyl Ether(MTBE) 0.1 100 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.06 <0.06 Benzene 2 30 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.I1 <0.II Toluene 30 500 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.II <0.II Ethylbenzene 40 500 <0.1 <0.I <0.1 <0.I <0.1 <0.1 <0.II <0.II meta-Xylene and para-Xylene 400 500 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.I I <0.1 ortho-Xylene 400 500 <0.I <0.1 <0.1 <0.1 <0.1 <0.1 <0.II <0.II Naphthalene 4 500 <0.51 <0.51 <0.51 <0.51 <0.52 <0.5 <0.56 <0.57 Xylenes(Mixed Isomers)[1] 400 500 <.20 <.20 <.20 <.20 <.20 <.20 <.22 <.22 Page 5 Table 4 Confirmatory Soil Sampling After Excavation Laboratory Test Results for EPHNPH Whaling National Park Atiantic 38 Elm Street YriEwv ROMMEWAL rEcwwot.oGIEs,INC. New Bedford,MA 02740 Environmental and Civil Engineering 508-992-6300 Blackburn Auto Salvage,211 Airport Road,Hyannis,MA Chemicals of Concern Cleanup Standard Cleanup Standard Grid Grid Grid Grid Grid Grid for S-1/GW-1 for S-1/GW-3 D-11 A-12 B-12 C-12 E-13 F-13 8/18/2008 8/18/2008 8/18/2008 8/18/2008 8/26/2008 8/26/2008 MA DEP EPH 119445-24 119445-11 119445-10 119445-28 119646-5 119646.6 (mg/kg) (mg/kg) (mg/kg) (mgtkg) (mgfkg) (mg/kg) n-C9 to n-C18 Aliphatic Hydrocarbons 1,000 1,000 <31 <31 <32 <30 <30 <33 n-C19 to n-C36 Aliphatic Hydrocarbons 3,000 3,000 140 52 <32 83 <30 <33 n-C1 I to n-C22 Aromatic Hydrocarbons 1,000 1,000 37 <31 <32 <30 <30 <33 F Naphthalene 4 500 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 2-Methylnaphthalene 0.7 300 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Phenanthrene 10 500 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Acenaphthene 4 1,000 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Acenaphthylene 1 10 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Fluorene 1,000 1,600 <0.51 <0.52 <0.53 <0.5 <0.51 .<0.54 Anthracene 1,000 1,000 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Fluoranthene 1,000 1,000 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Pyrene 1,000 1,000 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Benzo[a]anthracene 7 7 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Chrysene 70 70 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Benzo[b]fluoranthene 7 7 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Benzo[k]fluoranthene 70 70 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Benzo[a]pyrene 2 2 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Indeno[1,2,3-c,d]pyrene 7 7 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Dibenzo[a,h]anthracene 0.7 0.7 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 Benzo[g,h,ilperylene 1,000 1,000 <0.51 <0.52 <0.53 <0.5 <0.51 <0.54 MA DEP VPH n-05 to n-C8 Aliphatic Hydrocarbons 100 100 <1 <1 <12 <1.2 <2.1 <2.5 n-C9 to n-C12 Aliphatic Hydrocarbons 1,000 1,000 <1 <1 <1.2 2.5 <2.1 <2.5 n-C9 to n-C10 Aromatic Hydrocarbons 100 100 1.1 <1 <1.2 <1.2 <2.1 <2.5 Methyl tert-butyl Ether(MTBE) 0.1 100 <0.05 <0.05 <0.06 <0.06 <0.I I <0.12 Benzene 2 30 <0.1 <0.1 <0.12 <0.12 <0.21 <0.25 Toluene 30 500 <0.1 <0.1 <0.12 <0.12 <0.21 <0.25 Ethylbenzene 40 500 <0.1 <0.1 <0.12 <0.12 <0.21 <0.25 meta-Xylene and para-Xylene 400 500 <0.1 <0.1 <0.12 <0.12 <0.21 <0.25 ortho-Xylene 400 500 <0.1 <0.1 <0.12 <0.12 <0.21 <0.25 Naphthalene 4 500 <0.5 <0.5 <0.6 <0.6 <l.l <1.2 Xylenes(Mixed Isomers)[11 400 500 <.20 <.20 <.24 <.24 <.42 <.50 Page 6 Table 4 Confirmatory Soil Sampling After Excavation Laboratory Test Results for EPH/VPH NOTE: Below Reporting Limits for MBTE in Grids C-4(<.13),C-5(<.12),B-6(<.I 1),A-9(<.I 1)and E-13(<.11) are equivalent to the MADEP S-I/GW-I Cleanup Standard of.]mg/kg(ppm)as rounding a number to the appropriate number of significant figures involves dropping digits to the right of the last significant figure. This MADEP policy is stated in the MADEP Guidance for Disposal Site Risk Characterization,Interim Final Policy ttWSC/ORS-95-141,Pages 2-64 through 2-66,July 1995. Page 7 Table 5 Confirmatory Soil Screening for Lead(Pb)After Excavation Blackburn Auto Salvage,211 Airport Road,Hyannis,MA Whaling National Park Atlantic 38 Elm Street ENVIRONMENTAL TECHNOLOGIES,INC. New Bedford,MA 02740 Environmental and Civil Engineerirg 508-992-6300 ' MADEP Cleanup Standard Excavation Total Lead(ppm) S-1/GW-1&S-1/GW-3 Grid Total Lead 300 A-1 BSL 31 91 114 78 Total Lead 300 B-2 86 21 BSL 98 88 Total Lead 300 A-4 BSL 56 BSL 88 92 Total Lead 300 B-4 86 21 BSL 98 78 Total Lead 300 C-4 120 35 BSL 57 BSL Total Lead 300 A-5 148 93 86 45 87 ' . Total Lead 300 B-5 92 76 73 65 156 Total Lead 300 C-5 262 192 169 214 184 Total Lead 300 D-5 135 213 70 BSL BSL ' Total Lead 300 E-5 99 130 60 27 BSL Total Lead 300 A-6 BSL 65 BSL 35 40 Total Lead 300 B-6 22 BSL 81 28 BSL Total Lead 300 D-6 148 BSL 93 156 152 Total Lead 300 E-6 39 73 43 BSL BSL Total Lead 300 A-7 41 25 BSL 30 BSL Total Lead 300 B-7 BSL 34 BSL BSL BSL ' Total Lead 300 C-7 22 18 35 18 15 Total Lead 300 E-7 133 BSL BSL 113 123 Total Lead 300 F-7 BSL 30 BSL 36 BSL Total Lead 300 G-7 22 BSL 43 BSL BSL Total Lead 300 A-8 51 32 74 23 43 Total Lead 300 B-8 BSL 46 BSL BSL BSL Total Lead 300 C-8 BSL 25 BSL BSL 27 ' Total Lead 300 F-8 BSL 42 32 BSL BSL Total Lead 300 G-8 27 51 BSL BSL 22 Total Lead 300 A-9 62 BSL 70 27 BSL Total Lead 300 B-9 BSL 27 25 BSL BSL Total Lead 300 C-9 27 32 BSL 39 16 Total Lead 300 D-9 BSL 57 27 86 BSL Total Lead 300 E-9 BSL 55 96 BSL BSL Total Lead 300 F-9 38 56 27 BSL 77 Total Lead 300 G-9 103 42 BSL BSL BSL Total Lead 300 A-10 77 162 60 57 BSL ' Total Lead 300 B-10 BSL BSL BSL BSL BSL Total Lead 300 C-10 BSL 16 BSL BSL 12 Total Lead 300 D-10 BSL BSL 104 21 76 Total Lead 300 E-10 . BSL 62 35 55 BSL ' Total Lead 300 A-11 BSL 30 33 BSL 80 Total Lead 300 B-11 44 BSL BSL 33 56 Total Lead 300 C-11 33 65 BSL 24 BSL Total Lead 300 D-11 BSL 15 BSL BSL 23 ' Total Lead 300 A-12 BSL BSL BSL 137 BSL Total Lead 300 B-12 BSL 41 71 29 88 Total Lead 300 C-12 BSL BSL 29 BSL BSL ' Total Lead 300 E-13 35 BSL 63 27 BSL Total Lead 300 F-13 BSL 78 BSL 65 29 BSL=Below Screen Limit of<13 ppm i ' Table 6 Summary of BUD Material Transported to the Town of Bourne Intergrated Solid Waste Management Facility Blackburn Auto Salvage,211 Airport Road,Hyannis,MA 1 1 Atlantic Whaling National Park 38 Elm Street ' ENVIRONMENTAL TECHNOLOGIES,INC. New Bedford,MA 02740 Environmental and Civil Engineering 508-992-6300 1 ' Date Number of Loads Shipped Daily Volume Shipped (Tons) ' 8/22/2008 9 193.41 8/25/2008 20 460.36 8/26/2008 15 394.22 8/27/2008 20 492.73 8/28/2008 21 472.40 r 8/29/2008 21 490.44 9/2/2008 14 334.87 9/3/2008 23 592.23 9/4/2008 13 328.77 ' 9/5/2008 8 171.79 9/10/2008 1 18.33 Totals 165 Loads 3949.55 Tons r 1 r 1 r . Table 7 Groundwater Sampling and Laboratory Test Results Blackburn Auto Salvage,211 Airport Road,Hyannis,MA Whaling National Park Atlantic 38 Elm Street ' New Bedford,MA 02740 ENVIRONMENTAL rECFWOl061E5,INC 508-992-6300 Environmental and Civil Engineering ' MADEP Cleanup Standard MA GW-1 BB-7 BB-5 BB-3 (ug/L) 8/25/2008 8/25/2008 8/25/2008 ' 119622-1 119622-2 119622-3 MA DEP VPH ug/L ug/L ug/L n-05 to n-C8 Aliphatic Hydrocarbons 300 <20 <20 <20 n-C9 to n-C12 Aliphatic Hydrocarbons 700 <20 <20 <20 n-C9 to n-C10 Aromatic Hydrocarbons 200 <20 <20 <20 Methyl tert-butyl Ether(MTBE) 70 <5 <5 <5 Benzene 5 <1 <1 <1 ' Toluene 1,000 <5 <5 <5 Ethylbenzene 700 <5 <5 <5 meta-Xylene and para-Xylene 10,000 <5 <5 <5 ortho-Xylene 10,000 <5 <5 <5 Naphthalene 140 <5 <5 <5 ' Xylenes(Mixed Isomers)[1] 10,000 <10 <10 <10 MA DEP EPH ' n-C9 to n-C18 Aliphatic Hydrocarbons 700 <500 <500 <500 n-C19 to n-C36 Aliphatic Hydrocarbons 14,000 <500 <500 <500 n-C 1 I to n-C22 Aromatic Hydrocarbons 200 <180 <180 <150 EPA 8270C Mod Naphthalene 140 <0.5 <0.5 <0.5 2-Methylnaphthalene 10 <0.5 <0.5 <0.5 Acenaphthylene 30 <0.5 <0.5 <0.5 ' Acenaphthene 20 <0.5 <0.5 <0.5 Fluorene 30 <0.5 <0.5 <0.5 Phenanfltrene 40 <0.5 <0.5 <0.5 Anthracene 60 <0.5 <0.5 <0.5 Fluoranthene 90 <0.5 <0.5 <0.5 Pyrene 80 <0.5 <0.5 <0.5 Benzo[a]anthracene 1 <0.1 <0.1 <0.1 Chrysene 2 <0.1 <0.1 <0.1 Benzo[blfluoranthene 1 <0.1 <0.I <0.1 ' Benzo fluoranthene �] 1 <0.1 <0.1 <0.1 Benzo[a]pyrene 0.2 <0.1 <0.1 <0.1 Indeno[1,2,3-c,d]pyrene 0.5 <0.1 <0.1 <0.1 Dibenzo[a,h]antliracene 0.5 <0.1 <0.1 <0.1 Benzo[g,h,i]perylene 50 <0.1 <0.1 <0.1 ' EPA 6010E Beryllium,Dissolved 4 <4 <4 <4 ' Cadmium,Dissolved 5 <4 <4 <4 Chromium,Dissolved 100 <10 <10 <10 Copper,Dissolved <25 <25 <25 Lead,Dissolved 15 <5 <5 <5 Nickel,Dissolved 100 <40 <40 <40 Selenium,Dissolved 50 <5 <5 <5 Silver,Dissolved 100 <7 <7 <7 Zinc,Dissolved 5,000 <200 <200 <200 EPA 6020A ' Antimony,Dissolved 6 <6 <6 <6 Arsenic,Dissolved 10 <5 <5 <5 ' EPA 7470A Mercury,Dissolved 2 <0.2 <0.2 <0.2 ' [1]The result for Xylenes(Mixed Isomers)is calculated)as the sum of all quantified values for the analytes meta-and para-Xylent 1 _ Atlantic ENVIRONMENTAL TECHNOLOGIES,INC. 1 i 1 r r r r PHOTOGRAPIC LOG i 1 r r 1 r wry' lilt Es ay �"ar�'/> �,, -' .., .tee�� -� _ � � � •_ - +Y+• 3� i n 'G•'ti�}Y�L✓ tr I i� Y�i!/°. .+= Y.+ 5,'�• 6"s i C.C��i g� .r - yq a 6�yr � • "aj �&�� ���4�• 3'sr � �fti7 '�,rj;�"Y' �' • 7i jTR'9 c/yt�t,"1.�+ ••- _ f T i �r•i { ��1�4et�3cyY�if.ai t� �y�/`o'('/'(,�//}c�,` �/... •+,. �2 �.�5'•,�k`e�a. 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't ♦ - � ^` � r ry r " �^ •±t at ,�} Y w"t x 2�{7 �'4 Y,�h. •l y�:�•3 �R'd4i`.� r. x ,: ..�` J��.a a nr °1'"G _ '�' 4 Ya to .J' ♦ s s�� kyss ♦ , t ;» t ,,41' °8gax '� t y 1 r r� 7 �. 7 �r,,t� �•[:�s/��y�dl` *[, ttl p� f�i , ��} 1i 4�` i'• i..'i: �a� .;�F �f'.. Ni \ r e.=♦ r ',6i t..:i n.�<.riAi�'}@"� zy`.f�q h+t"S. 1 !;�t$�'E. � *q �lr �'r��'D'�.!wl�yx F :`,'� � a,r+. •�°�'�+�s•~ Site Photographs cS� �'�" '-.� ..:..,�,,��, � m s §.. '�.t £ .�C 'ram � t,�. •.N�, � r.� .�0. �� .'k, �. .f 'F� � r•,ry�t. .- `,,� 7�..f y,~ �, - ,.'��`A 3 �aq� •�•.� � .{k�+,� 'ir: Photo 7: Grader Rake Used to Remove Solid Waste y K. Arm t� NM � � V lig Y I e r Photo 8: Area Cleaned with a Grader Rake r�Y ate. •\���3 ' ', �r -^t $� ,a , � �� ���v'f��C"'��^+� ,a.f°\�� �-yjr'b'..S°+ 'F�,K1 Z,4„''+' k�s�. t -'"✓.,r '£"-`•ti _"sa�r-�`j-R' f. ✓...� yr- -`Z"�'"�-� a, s;. aFF''��' �bY� �.t,,�; `i .+'t a�Y"♦ �„- "� � ''"' `.:^s '` 'tip}rr '�� ;ra"Tt' ter - ,yam 3•y"�" -'� `'s- '•+ .,.r '�-,*+`'� ''. " s�t'� ���• 'r�y'ib`,�'-'' �y`SS j�'`"r`{,°.: '�' :'�ie t r``-,L,.,Y,•- +�`•'��zyr" fib' ^�[-ZTs ..r1 '` -�;�•,:.aie„ a'��.'� ^. .+�:.".=r'''�"'''`' t._..- /�Hk .fin 4� y •' vSrr� e ho a'i .f�`� .,« '� '3V f'�i� `'�+` ram'• 'C;\1�(s � V�, ..F 1��i1.V �'r �..'�A o �s t @1 9��S�'• V.4 p �eaC�/ I�jo, !"'4 i)" � df�}.A FA i. 1 7�I ✓! " A � �tlf� \+� �� �i �•', l �iq ' :,A,Y ' 4 /� :! +/�GR!y f yx.. L Ll� t yRIM rr L 'Ca �t 4 `SD � y�" v' d�+•'t�`c��� ,� gg�� �,�'�i. ' tt _ ; a ��,`�- �s v. �4't,}� Y"�r."'i. llia�# i•�i'��.. i ��Jyrd-s �J ? 1: 14 w. Vl���i�' r :A in ot; a '�►`r.. }`ems \ .. k. ' Site Photo raphs E» a �- � (Photo 11: Removal of Banks Around Trees 7-7 { a`:r 4� i t � i i nr Photo 12: Removal of Banks Around Trees . . . ,Sy /�1.y s� fir. "• �x � , .1�ir �37 . • p , -V = �. �- a'� ' `/ $+• f.� l. Tom"", -, ''5 "�,i� `.�...d'�`'.C. , 6 - v t h-- -k r , ,l.tG }, 7•,:y? T. f, a,a \14 � •. �. .� §!`- t�'iv� �! 3. ..e...w., �"?a.,"' _„�.ti may,.. S' .r 311 zw A �•� trt<^ -�t'ti•Q�'�: Xl f .Site Photographs x ' ?�. ,..,._',r..•- '�' ^` 'ski r ��y.:. e 'w.Pc�S-'#` �a��- 4 'mil' .w" � �•ea'f� ."f. r.r��' I���+ x� 'r .. _� _ Ij ' R. S.Fh /y R'� .may' yr��y,ys�' �,... •�l� t t �� �: _. �jSTI ' t J Photo 17: Typical View of Excavation Grids 1 Y k tr Y Iva ' - _gib..&s. _ -_ � ''� �..:� - Pk �,y+�' •� ^._ � _ ' Photo 18: Screening to Produce 3" Maximum Material ' Site Photographs 1-4 4�+ }sy��s. ..r�� � ,yR.;� µ � a" .Y 't r �y�•- � r -3�..�+,3.i. '®R.� t ,a' t^n' f/,,,��.` '� Vs. +L' y�y �� �.ice• J +��.- :.sue^ ,+s_ ..c�.r �., ����.�+ .,,.^•'<. "._ 1 ��"^'�� � ,s.�' .� �. Photo 119: Stone, Metal and Other Debris Removed by Screen All r _ " :l �w jk eoil II r-- ' •P � y� v " w ( n Photo 20: Tanker with Asphalt Emulsion 9 I s � r♦ 4r?n� �-_ • • • kvinalm •ag Mlimlj• .y 00000 •� t � I T t F ,. , '• grl f i I • • I n a i � _�.:..' ..as sr -.�E•.�. w.Wn.�,$�'�ta ..-- u.''9�.a ., .'�.��'%.,..� r',r . Site Photographs Y �r y! •Y Y 1 Photo 23• Stabilized Soil produced by the Pug Mill cl- IZIN NW ._••.ate 's: a 0 i Y M` Photo 24: Addition of ENVIRO-PHOSS to Lead Impacted Soil Site Photo ra hs look a sFA { - tNt �Ii 'S✓+ h eee���sss � M I ZI � �kl�• 4�f.:s"r����y �J` YL` '�v.�i.��t � +f � '�r y���' hz'��k� °.J�"�'�-��'"_'"4y�k f � Jr..y'_3•,+•S.�.i.,�j al +es'"< e�`;A�L�5^,a:4,}d,, wa' Photo 25: Mixing of ENVIRO-PHOSO with Impacted Soil .a 6 i ,tom -ems , {� 1 Photo 26: Typical Excavation Down to Native Sand and Gravel ' Site Photographs fl�a� Rk�S R"X .;. K _ "hh low Y t f' Photo 27: Blackburn Auto Salvage Office before Demolition t w. Ad .._ .'" -...s ..,.,�—gym..`". .,r' r'::.: s _ ,,., ''s:..r+. •;"-'.'."'�..' ..N �i Photo 28: Rear of Salvage Yard after Completion of Cleanup ' Site Photographs '"�tf>rna,�^3d4ew^�_-�`si'-' �� b Jed/' 4._ i "` .:t � a•:a�TL' Photo 29: Top Soil from Banks after Removal Solid Waste ��, g - o „�-+���� ,a "�-g • .� � ''fin., .`. .-,�' 'b + 77Ile _ �L # cg Photo 30: Middle of Salvage Yard after Completion of Cleanup ' Site Photographs 1 r1 t ^ 6 .. Photo 31: Middle of Salvage Yard after Cleanup 4 l ' 1 II J { 3 t a � a r. - 1 t. Photo 32: View from Site of the Former Office after Completion of Cleanup 4 f Atlantic ' ENVIRONMENTAL TECHNOLOGIES,INC. 1 ' BILLS OF LADING Massachusetts Department of Environmental Protection BWSC-012A I ' Bureau of Waste Site Cleanup Release Tracking Number' BILL OF LADING (pursuant to 310 CMR 40.0030) ® _ 0 A. LOCATION OF SITE OR DISPOSAL SITE WHERE REMEDIATION WASTE WAS GENERATED:` Release Name(optional): �� (�f p 1r 40 / Wrf 111, f I ' Street: d 6�� P D r �/ Location Aid: City/Town: / I�f ZIP Code: / ' Date/Period of Generation: / Q to: 9 Ar 0 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: n 1 ,a p�l�l T Q/ [ 4- IV Name of Contact: Jt; f IYMAa Y Y/ Z0'r, Title: 0,iVh/ /I/ ' Street: Cityfrown: �/�/ �' State: ��, ZIP Code: Telephone: Ext.: C. gELATIONSHIP TO RELEASE OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: rU/( RP or PRP Specify: lir Owner a 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.21E,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 INFORMATIONS ' Transporter/Common Carrier Name: d Q co O Contact Persona:/ __ d U for Title: 1�ed- Street: City/Town: drf'p7 -e o V 1 // r State: JW ZIP Code: ►r Telephone: �� a o� 0 fly 0 Ext.: E. RECEIVING FACILITYITEMPORARY STORAGE LOCATION: Operator/Facility Name: 40 d^ %✓ /� Contact Person: NQ hM /�� PV A ANC / ! Title: T/!y!/. ly Street: 1® / "/!LC �i�>�`f y /` ✓►A r✓ City/Town: e/-d"e State: _/ ZIP Code: ' Telephone: tv 6-( T O 4 J'/ Ext: Type of Facility: Asphalt Batch/Cold Mix LandfilVDisposal Incinerator Temporary Storage ' (check one) ❑ Asphalt Batch/Hot Mix Vd Landfill/Daily Cover Other. Thermal Processing El Landfill/Structural Fill EPA Identification#: ' Division of Hazardous Waste/Class A Permit#: Division of Solid Waste Management Permit#: '1 0 O d D 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) ' FACILITY/TEMPORARY STORAGE E. RECEIVING LOCATION(continued): Temporary Storage Address: ' Street: . City/Town: . State: ZIP Code: F. DESCRIPTION OF REMEDIATION WASTE: eaIfe 1v 00, { Co �.�" (check all that apply) / ,� �!9 /j0'. -411 v v 0-117 ❑ Contaminated Media(check all that apply): O Soil O Groundwater O Surface Water O Other:_ Contaminated Debris(check all that apply): O Vegetation or Organic Debris \ ) 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 O Drums OEngineered Impoundments O Other: . Type of Contamination(check all that apply): 0 Gasoline ❑ Diesel Fuel11 #2 Oil ❑ #4 Oil ❑ #6 Oil Waste Oil ' ❑ Kerosene n Jet Fuel El Other:_ ' Estimated Volume of Materials: Cubic Yards: Tons: Other: Contaminant Source(check one/specify): Q! Transportation Accident ❑ Underground Storage Tank d Other: Response Action Associated with Bill of Lading(check one): El Immediate Response Action d Release Abatement Measure ' Utility-Related Abatement Measure El Limited Removal Action Comprehensive Response Action Other Rem diation Waste Charcterization upport Documentation attached: 17 ' Site History Information RSampling and Analytical Methods and Procedures d Laboratory Data VField 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: art Name of Organization: �7//4I'11/ ! �/f ✓�Ptf If 0(,q//f,/`GG/�/?Q�O f/ 611 i ' LSP Name: 40��/� ,�_ , , i CV /ti�_r,� r Title: _ O J Telephone: .�/'�.y 9.�w"v— ? 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 4,12(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 subnittal comply with the applicable provisions of 310 CMR 40.0000,and such facility is permitted to accept Remediation Waste having the characteristics described in this submittal. I am aw r t t ignificant penalties may result, including, but not limited to, possible fines and imprisonment,if I submit inbrmation which I know to be fail aterially incomplete. VO ��,. ' LSP Signature: G Seal: TOI Date: / 1 /O ' LAMMINEN,JR. No.6846 License Number: _ " / '1 S�c�GIs SITE PR ' Revised 10/3/94 Page 2 of 3 Massachusetts Department of Environmental Protection BWSC-012A ' Bureau of Waste Site Cleanup Release Tracking Number* BILL OF LADING (pursuant to 310 CIVIR 40.0030)ia I Y - /D d ' 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 n t limited to,possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. Signature: Date: d ATi/of Name of Person(print): e 40 -,n II ill f II i ' Revised 10/3/94 Page 3 of 3 1 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC-012C ' BILL OF LADING(pursuant to 310 CMR 40.0030) Release Tracking Number SUMMARY SHEET OF I ' K. SUMMARY OF SHIPMENTS: Daily Volume ped Date of Shipment: Date of Receipt: Number of Loads Shipped: (cu.yds tv 2 T4 -PAT roo—, ,? ro a �- v o y . th 7/0 Z? 7 IPr 7..? be 8 'Y7 q y 1 9 zz b it A 7 Af q v 9 i qLIPo i 1 I' 1 1 1 1 1 Summary Sheet Total Shipped: ' Bill of Lading Total Shipped (only if different): ' Revised 10/3/94 Page 1 of 2 r Massachusetts Department of Environmental Protection BWSC-01 ZC Bureau of Waste Site Cleanup BILL OF LADING(pursuant to 310 CMR 40.0030 Release Tracking Number D E P SUMMARY SHEET ' 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/remporary Sto�rag�e Representative(print): /fin `�"`XP—F-+F Title: mil" 4fi iJ1S n C1L Signature: Date: )0. q lOB ' 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 accompanying this certification,and that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in 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. Signature: Date: O Name of Person(print): ^ eY�n� t I� Pa e2of2 Revised 10/3/94 9 I ' BWSC-012A Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup ' Release Tracking Number' BILL OF LADING (pursuant to 310 CMR 40.0030) _ A. LOCATION OF SITE OR DISPOSAL SITE WHEREyREMEDIATIION WASTE WAS GENERATED: Release Name(optional): - G�f '/6' ?1.0 F- r Street: '4 71 (r Location Aid: ' City/Town: 07 ZIP Code:of 4 J Date/Period of Generation: 60 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 AC IOVOS SOCIATED WITH BILL OF LADING: ' Name of Organization: N7� ��e'!/ �► U ��/Y* f 1, Name of Contact: yirT®A 9� !` 4 6104 Title: iStreet: a// .4 4LY . City/Town: A n*/t tr State: �, ZIP Code: d °� O ' Telephone: Ext.: C. LATIONSHIP TO REL SE OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: RP or PRP Specify: M Owner El 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.21E,s.5(D) 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: .0 P CO.r d�' "B ti ' Contact Person: w Ael r Title: 6 lent/ lie �' Street: .lmO�I'/C ir.4"I 'G �City/Town: A / /'/'' le' State: 9 ZIP Code: a r Telephone: — ' E. RECEIVING FACILITYITEMPORARY STORAGE LOCATION: Operator/Facility Name: ? a Ad Contact Person: 4 h i{/ /.t t�l�;X J� Title: T w ✓ its, .J�_ ' Street: d/ 47A,C 401 9G/L ein % A ' State:. ZIP Code: Citylfown: U/►4-r .�+qr Telephone: °s"O8 70� / ®� _ Ext.: Type of Facility: Asphalt Batch/Cold Mix 1d Landfill/Disposal Incinerator Temporary Storage ' (check one) Asphalt Batch/Hot Mix Landfill/Daily Cover Other. Thermal Processing LandfilVStructural Fill EPA Identification#: Division of Hazardous Waste/Class A Permit# Division of Solid Waste Management Permit#�� ActuallAnticipated Period of Temporary Storage(specify dates if applicable): to: Reason for Temporary Storage: ' Revised 1013/94 Page 1 of 3 Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup Release Tracking Number* BILL OF LADING (pursuant to 310 CMR 40.0030)ki I a to E. RECEIVING FACILITY/TEMPORARY STORAGE LOCATION(continued): Temporary Storage Address: ' Street: City/Town: State: ZIP Code: ' F. DESCRIPTION OF REMEDIATION WASTE: /Jp n ryA�� I.P V 1rf19 V, ;? f fOr, Q M.11,V (check all that apply) �S -! / A C� / A �✓/d /G „J ❑ Contaminated Media(check all that apply): 0 Soil O Groundwater tU Surface Water GO WOther: ' ❑ Contaminated Debris(check all that apply): O Vegetation or Organic Debris Demolition/Construction Waste OInorganic Absorbant Materials O Other: dNon-hazardous Uncontainerized Waste(check all that apply): O Non-aqueous Phase Liquid (/Other: ab f/ •-/ Non-hazardous Containerized Waste(check all that apply): O Tank Bottoms/Sludges O Containers O Drums OEngineered Impoundments O Other: ' Type of Contamination(check all that apply): 11 Gasoline ❑ Diesel Fuel #2 Oil ❑ #4 Oil #6 Oil Waste Oil Kerosene El Jet Fuel 51 Other: lj ' Tons: Estimated Volume of Materials: Cubic Yards: y Other: Contaminant Source(check one/specify): Transportation Accident Underground Storage Tank V Other: Response Action Associated with Bill of Lading(check one): 11 Immediate Response Action e Release Abatement Measure Utility-Related Abatement Measure ❑ Limited Removal Action Comprehensive Response Action Other Remediation Waste Charcterizati2n.§ppport Documentation attached: ' Site History Information Sampling and Analytical Methods and Procedures V Laboratory Data (/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 OrganizatyoW. 7/I� / � ��!���O I! Z //�/ ��G'4 �p �/ �,� � Z7 LSP Name: 7D�0 /�. 4b021/'1� Title: /"A� ./�n �p ' Telephone: 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 undartaken to characterize the Remediation Waste which is(are)the subject of this submittal for acceptance at the facility identified in this submittal comply with the applicable provisions of 310 CMR 40.0000,and such facility is permitted to accept Remediation Waste ihaving the characteristics described in this submittal. I am aware that significant penalties may result, including, but not limited to,possible fines and imprisonment,if I submit inbrmation which I know to be false,inaccurate or materially incomplete. ' (::5LSP Signatu / �H OF Afq re. Seal: Ne��7'0'� 2 Cy o TOIVO Date: g A. 0 LAMMINEN,JR. N No.6846 License Number: _ ! 4 P� �Q ��SITE PROF ' ' Revised 10/3/94 Page 2 of 3 Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup Release Tracking Number* BILL OF LADING (pursuant to 310 CMR 40.0030) ® _ D ' 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. ' Signature: Date: Name of Person(print): I, 1 L ' Revised 10/3/94 Page 3 of 3 ' Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BlIYSC-012C ' BILL OF LADING(pursuant to 310 CMR 40.0030) Release Tracking Number SUMMARY SHEET OF a - /Of f ' K. SUMMARY OF SHIPMENTS: Daily Volurn ed Date of Shipment: Date of Receipt: Number of Loads Shipped: (cu.yds. ons) /Ip X0 1 ' Summary Sheet Total Shipped: / � Al, 8 Q ' Bill of Lading Total Shipped (only if different): ' Revised 10/3/94 Page 1 of 2 ' Massachusetts Department of Environmental Protection BWSC-012C Bureau of Waste Site Cleanup ' BILL OF LADING (pursuant to 310 CMR 40.0030 Release Tracking Number D E P SUMMARY SHEET ' 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): A t W-9,44 Title: NO'I s ► a- S/ Signature: `• A,., Date: I®I4 I (A ' 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 accompanying this certification,and that,based on my inquiry of those individuals immediately responsible for obtaining the information,the ' material information contained in 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. Signature: Date: Name of Person(print): 4' 1 1 Ili 1 1 ' Revised 1013/94 Page 2 of 2 Atlantic ENVIRONMENTAL TECHNOLOGIES,INC. 1 ' RAM COMPLETION STATEMENT (BWSC 106) AND RAO COMPLETION STATEMENT (BWSC 104) 1 1 l_ ' Massachusetts Department of Environmental Protection BWSC106 711 Bureau of Waste Site Cleanup ' RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number IL TRANSMITTAL FORM - 1081 ' Pursuant to 310 CMR 40.0444-0446(Subpart D) A. SITE LOCATION: 1. Site Name/Location Aid: RAY BLACKBURN AUTO SALVAGE BAP ' 2. Street Address: AIRPORT RD 3. City/Town: JHYANNIS 4. ZIP Code: 102601-0000 5.UTM Coordinates: a. UTM N: 14614261 b. UTM E: 1392291 ' ❑ 6. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. ❑ a. Tier IA ❑ b. Tier IB Q c. Tier IC ❑ d. Tier II 7. If a Tier I Permit has been issued, provide Permit Number: B.THIS FORM IS BEING USED TO: (check all that apply) ' 1. List Submittal Date of Initial RAM Plan(if previously submitted). 04/28/2008 (mm/dd/yyyy) ® 2. Submit an Initial Release Abatement Measure(RAM)Plan. a. Check here if the RAM is being conducted as part of the construction of a permanent structure. If checked,you must ❑ specify what type of permanent structure is to be erected in or in the immediate vicinity of the area where the RAM is to be conducted. b. Specify type of permanent structure: (check all that apply) ❑ i.School ❑ ii. Residential ❑ iii.Commercial ' ❑ iv. industrial ❑ v.Other Specify: 3. Submit a Modified RAM Plan of a previously submitted RAM Plan. ❑ 4. Submit a RAM Status Report. 1 5. Submit a Remedial Monitoring Report. (This report can only be submitted through eDEP,concurrent with a RAM Status Report.) ' a.Type of Report:(check one) ❑ i. Initial Report ❑ ii. Interim Report ❑ iii. Final Report b. Number of Remedial Systems and/or Monitoring Programs: ' A separate BWSC106A, RAM Remedial Monitoring Report, must be filled out for each Remedial System and/or Monitoring Program addressed by this transmittal form. ❑✓ 6. Submit a RAM Completion Statement. ' ❑ 7. Submit a Revised RAM Completion Statement. ' 8. Provide Additional RTNs: ❑ a. Check here if this RAM Submittal covers additional Release Tracking Numbers (RTNs). RTNs that have been previously linked to a Primary Tier Classified RTN do not need to be listed here. This section is intended to allow a RAM to cover more than one unclassified RTN and not show permanent linkage to a Primary Tier Classified RTN. b. Provide the additional Release Tracking Number(s) ❑ _ ❑ _ covered by this RAM Submittal. (All sections of this transmittal form must be filled out unless otherwise noted above) Revised: 2/16/2005 Page 1 of 6 I rMassachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 ' RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number 1 TRANSMITTAL FORM ' Pursuant to 310 CMR 40.0444-0446(Subpart D) C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT RAM: 1. Identify Media Impacted and Receptors Affected: (check all that apply) ' 11 a. Air 0 b. Basement ❑ c. Critical Exposure Pathway ❑ d. Groundwater ❑ e. Residence rl f. Paved Surface [I g. Private Well ® h. Public Water Supply ® i. School j. Sediments ' ✓❑ k. Soil ❑ I. Storm Drain ® m. Surface Water ❑ n. Unknown ❑ o. Wetland ❑ p. zone 2 ' ❑ q. Others Specify: 2. Identify all sources of the Release or Threat of Release,if known: (check all that apply) ❑ a. Above-ground Storage Tank(AST) ❑ b. Boat/Vessel ❑ c. Drums ❑ d. Fuel Tank ' ❑ e. Pipe/Hose/Line ❑ f. Tanker Truck ❑ g. Transformer ❑ h. Under-ground Storage Tank(UST) ' ❑✓ i. Vehicle ❑ j. Others Specify: 3. Identify Oils and Hazardous Materials Released: (check all that apply) ❑ a. Oils ❑ b. Chlorinated Solvents ✓❑ c.Heavy Metals ❑ d. Others Specify: D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts) ' ❑ 1. Assessment and/or Monitoring Only ❑ 2. Temporary Covers or Caps ❑ 3. Deployment of Absorbent or Containment Materials ❑ 4. Temporary Water Supplies ' ❑ 5. Structure Venting System ❑ 6. Temporary Evacuation or Relocation of Residents ❑ 7. Product or NAPL Recovery ❑ 8. Fencing and Sign Posting ' ❑ 9. Groundwater Treatment Systems ❑ 10. Soil Vapor Extraction ❑ 11. Bioremediation ❑ 12. Air Sparging Revised: 2/16/2005 Page 2 of 6 `_ __ ' Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 ' ILRELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM 4] - 1081 ' Pursuant to 310 CMR 40.0444-0446(Subpart D) D. DESCRIPTION OF RESPONSE ACTIONS(cont): (check all that apply,for volumes list cumulative amounts) ❑✓ 13. Excavation of Contaminated Soils ' ✓❑ a. Re-use, Recycling or Treatment ❑ i.On Site Estimated volume in cubic yards ii.Off Site Estimated volume in cubic yards 2643 I ' iia. Receiving Facilit y Town: I I State: iib.Receiving Facility: E Town: F State: iii. Describe: ' ❑ b. Store ❑ i.On Site Estimated volume in cubic yards ❑ ii.Off Site Estimated volume in cubic yards iia.Receiving Facility: Town: State: iib. Receiving Facility: Town: State: ' 7 c. Landfill ❑✓ i.Cover Estimated volume in cubic yards 2633 ' Receiving Facility: Bourne Intragrated Landfill Town: Bourne State: MA Z/ ii. Disposal Estimated volume in cubic yards 10 ' Receiving Facility: Bourne Intragrated Landfill Town: 113ourne State: MA ❑ 14. Removal of Drums,Tanks or Containers: ' a. Describe Quantity and Amount: ' b. Receiving Facility: Town: State: c. Receiving Facility: Town: State: ' ❑ 15. Removal of Other Contaminated Media: a.Specify Type and Volume: b.Receiving Facility: Town: State: C.Receiving Facility: Town: State: Q 16. Other Response Actions: Describe: t emoval of 1,000 tons of solid waste; removal of 250 automobiles and 10,000 tires. ❑ 17. Use of Innovative Technologies: Describe: ' Revised: 2/16/2005 Page 3 of 6 f ' Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM7 O - 1081 ' Pursuant to 310 CMR 40.0444-0446(Subpart D) IL 1E. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR 4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, ' > if Section 8 of this form indicates that a Release Abatement Measure Plan is being submitted,the response action(s)that is (are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000, (ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in ' the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders, permits, and approvals identified in this submittal; > if Section 8 of this form indicates that a Release Abatement Measure Status Report and/or Remedial Monitoring Report is being submitted,the response action(s)that is(are)the subject of this submittal(i) is(are)being implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii) ' comply(ies)with the identified provisions of all orders, permits,and approvals identified in this submittal; > if Section 8 of this form indicates that a Release Abatement Measure Completion Statement is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies) with the identified provisions of all orders, permits,and approvals identified in this submittal: I I am aware that significant penalties may result, including,but not limited to, possible fines and imprisonment, if I submit information which I know to be false, inaccurate or materially incomplete. ' 1. LSP#: 16846 ' 2. First Name: TOIVO A 3. Last Name: LAMMINEN JR 4. Telephone: (508)992-6300 5. Ext.: 6. FAX: ' 7. Signature: ' 8. Date: 'A (mm/ddtyyyy) ® a 9. LSP Stamp: HOFApS� �9 TWO cyGN ' A. a; LAMMINEN,JR. H No.6846 �`�ysFFa sTEa�`�y�°�� SITE Pa Revised: 2/16/2005 Page 4 of 6 f ' Massachusetts Department of Environmental Protection 71 Bureau of Waste Site Cleanup BWSC106 LRELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM 4 - 1081 ' Pursuant to 310 CM 40.0444-0446(Subpart D) F. PERSON UNDERTAKING RAM: ' 1. Check all that apply: ❑ a.change in contact name ❑ b.change of address ❑ c. change in the person undertaking response actions 2. Name of Organization: BLACKBURN AUTO SALVAGE ' 3. Contact First Name: RAY 4. Last Name: BLACKBURN ' 5. Street: 211 AIRPORT RD 6.Title: 7. City/Town: HYANNIS 8. State: MA 9. ZIP Code: 02601-0000 ' 5- 4 10. Telephone: 1(508)77244 J 11.Ext.: 12. FAX: G. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING RAM: �✓ 1. RP or PRP 2] a. Owner ❑ b. Operator ❑ c. Generator d. Transporter ' ❑ e. Other RP or PRP Specify: 2. Fiduciary, Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ❑ 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ❑ 4. Any Other Person Undertaking RAM Specify Relationship: H.REQUIRED ATTACHMENT AND SUBMITTALS: ' 1. Check here if any Remediation Waste,generated as a result of this RAM,will be stored,treated,managed,recycled or ❑ reused at the site following submission of the RAM Completion Statement. You must submit a Phase IV Remedy Implementation Plan along with the appropriate transmittal form(BWSC108). 2. Check here if the Response Action(s)on which this opinion is based, if any,are(were)subject to any order(s), permit(s) ❑ and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable ' provisions thereof. a 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the ' implementation of a Release Abatement Measure. ❑ 4. Check here if any non-updatable information provided on this form is incorrect, e.g.Release Address/Location Aid. Send ' corrections to the DEP Regional Office. ❑ 5. If a RAM Compliance Fee is required for this RAM,check here to certify that a RAM Compliance Fee was submitted to DEP,P.0.Box 4062, Boston,MA 02211. ❑✓ 6. Check here to certify that the LSP Opinion containing the material facts,d ata, and other information is attached. Revised: 2/16/2005 Page 5 of 6 ' Massachusetts Department of Environmental Protection L71 Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM - 1081 Pursuant to 310 CMR 40.0444-0446(Subpart D) ' I. CERTIFICATION OF PERSON UNDERTAKING RAM: 1. I,Raymond Blackburn attest under the pains and penalties of perjury(i)that I have personally examined and am familiarwith the information contained in this submittal,including any and all documents accompanying this transmittal form, (ii)that, based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete, and (iii) ' that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties,including,but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. 2. By: 3. Title: Signature ' 4. For: BLACKBURN AUTO SALVAGE 5. Date: 2r - (Name of person or entity recorded in Section F) (mm/dd/yyyy) ' 6. Check here if the address of the person providing certification is different from address recorded in Section F. ❑ P P 9 I, 7. Street: 1 (� 8. City/Town: 9. State: 11 10. ZIP Code: 11. Telephone: 12.Ext.: 13. FAX: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER ' BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) I! F SOU HEAST PCEGI:ON ' Revised: 2/16/2005 Page 6 of 6 ' Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) a -L711 1081 For sites with multiple RTNs,enter the Primary RTN above. A SITE LOCATION: 1. Site Name/Location Aid: IRAY BLACKBURN AUTO SALVAGE BAP ' 2. Street Address: JAIRPORT RD ' 3. City/Town: HYANNIS 4. ZIP Code: 102601 ❑ 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. ❑ a. Tier IA ❑ b. Tier IB ✓0 c. Tier IC ❑ d. Tier II Q 6. If a Tier I Permit has been issued, provide Permit Number: ' B. THIS FORM IS BEING USED TO: (check all that apply) 1. List Submittal Date of RAO Statement(if previously submitted): mm/dd/yyyy 2. Submit a Response Action Outcome(RAO)Statement ❑ a. Check here if this RAO Statement covers additional Release Tracking Numbers (RTNs). RTNs that have been ' previously linked to a Tier Classified Primary RTN do not need to be listed here. b. Provide additional Release Tracking Number(s) ❑ _ El _ covered by this RAO Statement. ❑ 3. Submit a Revised Response Action Outcome Statement a. Check here if this Revised RAO Statement covers additional Release Tracking Numbers(RTNs), not listed on the ❑ RAO Statement or previously submitted Revised RAO Statements. RTNs that have been,previously linked to a Tier Classified Primary RTN do not need to be listed here. b. Provide additional Release Tracking Number(s) ❑ _ F] _ covered by this RAO Statement. ❑ 4. Submit a Response Action Outcome Partial(RAO-P)Statement Check above box, if any Response Actions remain to be taken to address conditions associated with this disposal site having the Primary RTN listed in the header section of this transmittal form. This RAO Statement will record only an RAO-Partial Statement for that RTN. A final RAO Statement will need to be subm itted that references all RAO-Partial ' Statements and,if applicable,covers any remaining conditions not covered by the RAO-Partial Statements. Also,specify if you are an Eligible Person or Tenant pursuant to M.G.L.c.21 E s.2,and have no further obligation to conduct response actions on the remaining portion(s)of the disposal site: ' ❑ a. Eligible Person ❑ b. Eligible Tenant ❑ 5. Submit an optional Phase I Completion Statement supporting an RAO Statement ❑ 6. Submit a Periodic Review Opinion evaluating the status of a Temporary Solution for a Class C-1 RAO Statement,as specified in 310 CMR 40.1051 (Section F is optional) ❑ 7. Submit a Retraction of a previously submitted Response Action Outcome Statement(Sections E&F are not required) (All sections of this transmittal form must be filled out unless otherwise noted above) ' Revised:02/28/2006 Page 1 of 7 I I ' Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) KI _ 1081 C. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply;for volumes,list cumulative amounts) ' ❑ 1. Assessment and/or Monitoring Only ❑ 2. Temporary Covers or Caps ❑ 3. Deployment of Absorbent or Containment Materials 114. Treatment of Water Supplies 5. Structure Venting System ❑ 6. Engineered Barrier ' 17 7. Product or NAPL Recovery 8. Fencing and Sign Posting 9. Groundwater Treatment Systems 10. Soil Vapor Extraction ' 11. Bioremediation F1 12. Air Sparging 13. Monitored Natural Attenuation 14. In-situ Chemical Oxidation ' �✓ 15. Removal of Contaminated Soils ❑✓ a. Re-use, Recycling or Treatment 0 i.On Site Estimated volume in cubic yards ' ✓Z ii.Off Site Estimated volume in cubic yards 2,643 iia. Facility Name: Town: tate: iib. Facility Name: Town: tate: ' iii. Describe: Q✓ b. Landfill 0 i.Cover Estimated volume in cubic yards 2,633 Facility Name: Bourne Intragrated Landfill Town: Bourne State: MA 7 ii. Disposal Estimated volume in cubic yards 10 Facility Name: Bourne Intragrated Landfill Town: Bourne State: MA 16. Removal of Drums,Tanks or Containers: ' a. Describe Quantity and Amount: ' b. Facility Name: Town: State: c. Facility Name: Town : State: El 17. Removal of Other Contaminated a ated Media: a.Specify Type and Volume: b. Facility Name: Town: State: c. Facility Name: Town: State: ' Revised:02/28/2006 Page 2 of 7 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) - 1081 C. DESCRIPTION OF RESPONSE ACTIONS(cont): (check all that apply;for volumes,list cumulative amounts) ✓❑ 18. Other Response Actions: Removal of 1 000 tons of solid w Describe.. � aster removal of 250 automobiles and 10,000 tires. ❑ 19. Use of Innovative Technologies: ' Describe: D.SITE USE: 1. Are the response actions that are the subject of this submittal associated with the redevelopment, reuse or the major expansion of the current use of property(ies)impacted by the presence of oil and/or hazardous materials? ✓0 a. Yes ❑ b.No ❑ c. Don't know ' 2. Is the property a vacant or under-utilized commercial or industrial property("a brownfield property")? ❑ a. Yes ✓❑ b.No ❑ c. Don't know i3. Will funds from a state or federal brownfield incentive program be used on one or more of the property(ies)within the disposal site? a. Yes ❑✓ b.No ❑ c.Don't know If Yes, identify program(s): 4. Has a Covenant Not to Sue been obtained or sought? a. Yes ❑✓ b.No ❑ c. Don't know 5. Check all applicable categories that apply to the person making this submittal: ❑ a.Redevelopment Agency or Authority ❑ b. Community Development Corporation ❑ c. Economic Development and Industrial Corporation ' ❑ d. Private Developer ❑ e. Fiduciary ❑ f. Secured Lender ❑ g. Municipality ❑ h. Potential Buyer(non-owner) Q✓ i.Other, describe: Owner ' This data will be used by MassDEP for information purposes only,and does not represent or create any legal commitment, obligation or liability on the part of the party or person providing this data to MassDEP. E. RESPONSE ACTION OUTCOME CLASS: Specify the Class of Response Action Outcome that applies to the disposal site,or site of the Threat of Release. Select ONLY one Class. ❑ 1. Class A-1 RAO: Specify one of the following: ❑ a. Contamination has been reduced to background levels. ❑ b. A Threat of Release has been eliminated. Fv 2. Class A-2 RAO: You MUST provide justification that reducing contamination to or approaching background levels is infeasible. ❑ 3. Class A-3 RAO: You MUST provide an implemented Activity and Use Limitation(AUL)and justification that reducing contamination to or approaching background levels is infeasible. 4. Class A-4 RAO: You MUST provide an implemented AUL, justification that reducing contamination to or approaching ' ❑ background levels is infeasible, and justification that reducing contamination to less than Upper Concentration Limits (UCLs) 15 feet below ground surface or below an Engineered Barrier is infeasible. If the Permanent Solution relies upon an Engineered Barrier,you must provide or have previously provided a Phase III Remedial Action Plan that justifies the selection of the Engineered Barrier. Revised: 02/28/2006 Page 3 of 7 i Massachusetts Department of Environmental Protection Bureau of Waste Site CleanupL71 BWSC104 ' RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) - 1081 E. RESPONSE ACTION OUTCOME CL ASS(coat): ' ❑ 5. Class B-1 RAO: Specify one of the following: ❑ a. Contamination is consistent with background levels 0 b.Contamination is NOT consistent with background levels. ❑ 6. Class B-2 RAO: You MUST provide an implemented AUL. 7. Class B-3 RAO: You MUST provide an implemented AUL and justification that reducing contamination to less than Upper Concentration Limits(UCLs) 15 feet below ground surface is infeasible. ' ❑ 8. Class C-1 RAO: You must submit a plan as specified at 310 CMR 40.0861(2)(h). Indicate type of ongoing response actions. ❑ a. Active Remedial System b. Active Remedial Monitoring Program ❑ c. None ❑ d. Other Specify: ❑ 9. Class C-2 RAO: You must hold a valid Tier I Permit or Tier I I Classification to continue response actions toward a Permanent Solution. F. RESPONSE ACTION OUTCOME INFORMATION: 1. Specify the Risk Characterization Method(s)used to achieve the RAO described above: ❑✓ a. Method 1 ❑ b.Method 2 ❑ c.Method 3 ❑ d. Method Not Applicable-Contamination reduced to or consistent with background,or Threat of Release abated 2.Specify all Soil Category(ies)applicable. More than one Soil Category may apply at a Site. Be sure to check off all APPLICABLE categories: Q a. S-1/GW-1 d.S-2/GW 1 g.S-3/GW-1 ' ❑ b. S-1/GW-2 ❑ e.S-2/GW-2 ❑ h.S-3/GW-2 ✓V c. S-1/GW-3 ❑ f. S-2/GW 3 ❑ i. S-3/GW-3 3. Specify all Groundwater Category(ies)impacted. A site may impact more than one Groundwater Category. Be sure to check off all IMPACTED categories: a. GW 1 11b. GW-2 ❑ c.GW-3 a d.No Groundwater Impacted . Specify remediation conducted: ❑✓ a. Check here if soil remediation was conducted. ❑ b. Check here if groundwater remediation was conducted. 5.Specify whether the analytical data used to support the Response Action Outcome was generated pursuant to the Department's ' Compendium of Analytical Methods(CAM)and 310 CM 40.1056: ✓❑ a. CAM used to support all analytical data. ❑ b. CAM used to support some of the analytical data. c.CAM not used. pi 6.Check here to certify that the Class A, B or C Response Action Outcome includes a Data Usability Assessment and Data Representativeness Evaluation pursuant to 310 CMR 40.1056. 7. Estimate the number of acres this RAO Statement applies to: 4.0 Revised: 02/28/2006 Page 4 of 7 Massachusetts Department of Environmental Protection 71 Bureau of Waste Site Cleanup BWSC104 L I RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) a - 1081 G. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, > if Section 8 indicates that either an RA Statement,Phase/Completion Statement and/or Periodic Review Opinion is being provided,the response action(s)that is(are)the subject of this submittal(i)has(have) been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)comply(ies)with the identified provisions of all orders, permits,and approvals identified in this submittal. I am aware that significant penalties may result,including, but not limited to, possible fines and imprisonment, if I submit information which I know to be false, inaccurate or materially incomplete. ' 1. LSP#: 16846 2. First Name: TOIVO A 3. Last Name: ILAMMINEN JR 4. 0 992 508 Telephone: ( ) -630 p 5. Ext.: 6. FAX: ' 7. Signature: OF AM 8. Date: mm/dd/ 9.LSP Stamp: o�� TO NO c�G YYYY A. i LAMMINEN,JR. �. ' r No.6846 Gl.STEa�`�5`0� cc�SlTE PRaF�9 H. PERSON MAKING SUBMITTAL: 1. Check all that apply: 11a.change in contact name b.change of address c. change in the person undertaking response actions 2. Name of Organization: JBILACKBURN AUTO SALVAGE 3. Contact First Name: RAY 4. Last Name: IBLACKBURN ' 5. Street: 1211 AIRPORT RD 6.Title: 7. City/Town: HYANNIS 8. State: MA 9. ZIP Code: 026010000 10. Telephone: (508)775-2444 11.Ext.: 12. FAX: Revised:02/28/2006 Page 5 of 7 f 17LIMassachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 ' RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) - 1081 ' I. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON MAKING SUBMITTAL: 1. RP or PRP 0 a. Owner ❑ b. Operator ❑ c. Generator ® d. Transporter ❑e. Other RP or PRP Specify: ' ❑ 2. Fiduciary, Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ' ❑ 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ❑ 4. Any Other Person Making Submittal Specify Relationship: J. REQUIRED ATTACHMENT AND SUBMITTALS: 1. Check here if the Response Action(s)on which this opinion is based, if any,are(were)subject to any order(s), permit(s) ❑ and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. ❑ 2. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of an RAO Statement that relies on the public way/rail right-of-way exemption from the requirements of an AUL. ✓0 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of a ' RAO Statement with instructions on how to obtain a full copy of the report. 4. Check here to certify that documentation is attached specifying the location of the Site,or the location and boundaries of ❑ the Disposal Site subject to this RAO Statement. If submitting an RAO Statement for a PORTION of a Disposal Site, you must document the location and boundaries for both the portion subject to this submittal and,to the extent defined,the entire Disposal Site. ' 5. Check here to certify that, pursuant to 310 CMR 40.1406,notice was provided to the owner(s)of each property within the ❑ disposal site boundaries,or notice was not required because the disposal site boundaries are limited to property owned by the party conducting response actions.(check all that apply) ' ❑ a. Notice was provided prior to,or concurrent with the submittal of a Phase II Completion Statement to the Department. ❑ b. Notice was provided prior to,or concurrent with the submittal of this RAO Statement to the Department. c. Notice not required. d. Total number of property owners notified,if applicable: 6. Check here if required to submit one or more AULs. You must submit an AULTransmittal Form(BWSC113)and a ❑ copy of each implemented AUL related to this RAO Statement. Specify the type of AUL(s)below: (required for Class A-3,A-4, B-2,B-3 RAO Statements) Fla. Notice of Activity and Use Limitation b. Number of Notices submitted: ❑ c. Grant of Environmental Restriction d. Number of Grants submitted: ' ❑ 7. If an RAO Compliance Fee is required for any of the RTNs listed on this transmittal form,check here to certify that an RAO Compliance Fee was submitted to DEP, P. 0. Box 4062, Boston,MA 02211. ❑ 8. Check here if any non-updatable information provided on this form is incorrect,e.g.Site Address/Location Aid. Send ' corrections to the DEP Regional Office. a9. Check hereto certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised:02/28/2006 Page 6 of 7 9 i ' Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT IL Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) D - 1081 ' K. CERTIFICATION OF PERSON MAKING SUBMITTAL: 1.1,lRaymond Blackburn ,attest under the pains and penalties of perjury(i)that I have personally ' examined and am familiar with the information contained in this submittal, including any and all documents accompanying this transmittal form, (ii)that, based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. 1/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including, but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate, or incomplete information. ' 2 BY 3. Title: ?7 Signature BLACKBURN AUTO SALVAGE 4. For: 5. Date: (Name of person or entity recorded in Section H) mm/dd/yyyy 6. Check here if the address of the person providing certification is different from address recorded in Section H. 7. Street: ' 8. Cityrrown: 9. State: 10. ZIP Code: 11. Telephone: 12.Ext.: 13. FAX: ' YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) ' Revised:02/28/2006 Page 7 of 7 Massachusetts Department of Environmental Protection ' Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number fPursuant to 310 CMR 40.1000(Subpart J) F - 1081 K. CERTIFICATION OF PERSON MAKING SUBMITTAL: 1.I,IlRaymond Blackburn ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form, (ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete, and(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or ' entity on whose behalf this submittal is made am/is aware that there are significant penalties,including,but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate, or incomplete information. 2. By: 3. Title: ' 7 Signature 4. For: BLACKBURN AUTO SALVAGE 5. Date: (Name of person or entity recorded in Section H) mm/dd/yyyy ' F16. Check here if the address of the person providing certification is different from address recorded in Section H. 7. Street: 8. City/Town: 9. State: 10. ZIP Code: 11. Telephone: 12.Ext.: L 13. FAX: 1 YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) 1 11! o i ! t D. _R ' Revised:02/28/2006 Page 7 of 7 f MADEP MCP ANALYTICAL METHOD REPORT CERTIFICATION FORM Laboratory Name: Groundwater Analytical Laboratory Project#: 5770.04 ' Project Location: Blackburn Auto Salvage,Airport Rd., Hyannis, MA MADEP RTN': 4-1081 This Form provides certifications for the following data set: [list Laboratory Sample ID Number(s)] All laboratory sample IDs are in the Appendices G and H Sample Matrices: X Groundwater X Soil/Sediment :1 Drinking Water :1 Other: MCP SW-846 8260B O 8151A O 8330 ( 6010B (X) 7470A/1A ( ) ' Methods Used 8270C (X) 8081 A O VPH (X) 6020 (X) 9014M 2 ( ) As.specified in MADEP 8082 O 8021 B O EPH (X) 7000 S3 O 7196A( ) ' Compendium of 1 List Release Tracking Number,(RTN), if known` Analytical Methods. 2 M—SW-846 Method 9014 or MADEP Physiologically Available Cyanide(PAC)Method (check all that apply) 3 S—SW-846 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 X Yes ❑ No' that described on the Chain-of-Custody documentation for the data set? ' Were all QA/QC procedures required for the specified analytical method(s) B included in this report followed, including the requirement to note and X Yes 0 No' ' discuss in a narrative QC data that did not meet appropriate performance standards or guidelines? ' Does the data included in this report meet all the analytical requirements C for "Presumptive Certainty", as described in Section 2.0 (a), (b), (c) and X Yes ❑ No' (d) of the MADEP document CAM VII A, "Quality Assurance and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data"? ' r EPH Method conducted D VPH and EPH Methods only: Was the VPH o X Yes 71 No without significant modifications (see Section 11.3 of respective Methods) ' A response to questions E and F below is required for "Presumptive Certainty"status E Were all analytical QC performance standards and recommendations for X Yes :1 No' the specified methods achieved? F Were results for all analyte-list compounds/elements for the specified D Yes X No' ' method(s) reported? All Negative responses must be addressed in an attached Environmental Laboratory case 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. ' Si nature: ��%� 94 Position: Licensed Site Professional Printed Name: Toivo A. Lamminen, Jr. Date: October 29, 2008 ' ' CAM VI A, rev. 3.2 April 2004 r I 11 i i f d r f 91 �a{ 3 12 b t i � z Y.k p14 .6 l{ 06 ; xt At antic ENVIRONMENTAL TECHNOLOGIES, INC. Environmental and Civil Engineering Services i I �"Atiantic ENVIRONMENTAL TECHNOLOGIES,INC. Environmental and Civil Engineering Services 1 RELEASE ABATEMENT MEASURE (RAM) PLAN ' C ackburn Auto Salvage 211 Airport Road ' Hyannis, MA 02601 DEP RT - Prepared for: Massachusetts Department of Environmental Protection ' Southeast Regional Office 20 Riverside Drive ' Lakeville, MA 02347 and ' Blackburn Auto Salvage 211 Airport Road Hyannis, MA 02601 E E E � D Prepared By: APR 2 8 2008 ' Atlantic Environmental Technologies, Inc. Whaling National Park D.E.P. 38 Elm Street SOUTHEAST REGION New Bedford, Massachusetts 02740 April 22, 2008 AET Job No. 5770.04 Office—(508)992-6300 Whaling National Park Fax—(508)992-5533 38 Elm Street E-mail—aetinc@rcn.com www.atlanticenvirotech.com New Bedford, MA 02740 'TwAtantic ' ENVIRONMENTAL TECHNOLOGIES,INC. Environmental and Civil Engineering Services April 25, 2008 ' Mr. Andrew Jones Massachusetts Department of Environmental Protection Southeast Regional Office ' 20 Riverside Drive Lakeville, MA 02347 ' RE: Release Abatement Measure (RAM) Plan Blackburn Auto Salvage 211 Airport Road ' Hyannis, MA 02601 MADEP RTN# 4-1081 Dear Mr. Jones, ' Atlantic Environmental Technologies, Inc. (AET) on behalf of Blackburn Auto Salvage is pleased to submit the enclosed Release Abatement Measure (RAM) Plan. ' I. Recent sale of Property to the Barnstable Municipal Airport. Mr. Raymond Blackburn in March 2008 sold the 6 acre Salvage Yard to the Barnstable Municipal Airport. The Airport intends to use the Blackburn parcel for ' a future parking lot required by the Airport's expansion plans. II. Escrow Funds Set Aside for Clean-up of Site Blackburn Auto Salvage and the Barnstable Municipal Airport, as part of the Purchase and Sale Agreement, agreed to escrow$800,000 to cover the cost of the overall cleanup of the site. ' III: Recent Cleanup Activities Completed by Blackburn Auto Salvage ' i. Tire Disposal Bob's Tire of New Bedford, MA has removed all the large piles of tires from the site. A few hundred tires still have to be recycled. ' ii. Fluid Disposal All 55 gallon drums of oil or hazardous materials have been removed under Hazardous Waste Manifests. iii. Autos/Trucks All 250 vehicles have been removed by an auto recycler. Office—(508)992-6300 Whaling National Park Fax—(508)992-5533 i«? 38 Elm Street ' E-mail—aetinc@rcn.com www.atlanticenvirotech.com New Bedford, MA 02740 Atlantic RAMPIan Blackburn Auto Salvage ' - ENVIRONMENTAL TECHNOLOGIES,INC. April25,2008 Page 2 ' iv. Solid Waste Disposal Wood, metal and plastic debris still need to be removed from the site. ' IV. Environmental Site Assessment by the Horsley Witten Group, February 2006 i. Groundwater Quality ' Horsley Witten installed seven groundwater monitoring wells at the site. Groundwater sampling was conducted in December 2005. ' The laboratory analysis of groundwater samples indicated contaminant concentrations below the MADEP GW-I Cleanup Standards. The Horsley Witten Group concluded that groundwater remediation does not appear to ' be necessary. ii. Soil Quality ' The Horsley Witten Group also sent eight soil samples from the site for laboratory analysis. Petroleum related compounds and lead above the MADEP S-1/GW-1 Cleanup Standards were found in the soil samples. iii. Estimation of Contaminated Soil Volume at the Site. The Horsley Witten Group estimated 48,000 square feet to a depth of one foot below existing grade would need to be excavated. The volume of soil ' to be removed was therefore 2,700 tons (1,800 CY). ' V. Release Abatement Measure (RAM) Plan for Contaminated Soil Atlantic Environmental Technologies, Inc. has selected the United Retek Corp. of ' Medway, MA to carry out soil stabilization using their Beneficial Use Determination(BUD) from the MADEP. A copy of the BUD is enclosed in Appendix C. Stabilization of petroleum contaminated soil is achieved with mixing of the soil in a pug mill. An asphalt emulsion ration of 2 to 6 percent of the soil volume is ' utilized. Portland Cement can be used simultaneously with asphalt emulsion if TCLP of the soil stockpile exceeds 5 ppm. The stabilized soil will then be transported to the Bourne Integrated Landfill on MacArthur Boulevard in Bourne, ' MA. The stabilized soil at the landfill will be used as daily cover. A RAM Transmittal Form (BWSC-106) is enclosed in Appendix B. ' • RAM Plan - Atlantic Blackburn Auto Salvage ' = April 2008 ENVIRONMENTAL TECHNOLOGIES,INC. Page 3 If you have any questions regarding this RAM Plan please call our office at 508-992- ' 6300. Very truly yours, Toivo A. L finen, . Principal/Licensed Sire Professional ' Enc: RAM Plan Cc: John C. Klimm, Town Administrator Dr. Quincy Mosby, Airport Manager, Barnstable Municipal Airport ' Thomas A. McKean, Barnstable Board of Health Joseph E. Longo, Horsley Witten Group Raymond Blackburn, Blackburn Auto Salvage i ' £ Atlantic Blackburn Auto Salvage RAM Plan 211 Airport Road,Hyannis,MA ` ENVIRONMENTAL TECHNOLOGIES,INC. April11,2008 Page 1 RELEASE ABATEMENT MEASURE ' (RAM) PLAN ' Blackburn Auto Recycle 211 Airport Road Hyannis, MA 02601 ' DEP RTN#4-1081 j , John M. eSimone Proje Manager/Environmental Engineer Toivo A. Lam1ninen, Jr. ' Licensed Site Professional LSP # 6846 li ' ' • Blackburn Auto Salvage Atlantic RAMPlan 211 Airport Road,Hyannis,MA ENVIRONMENTAL TECHNOLOGIES,INC. April 22,2008 Page 2 RELEASE ABATEMENT MEASURE ' (RAM) PLAN Blackburn Auto Recycle ' 211 Airport Road Hyannis, MA 02601 DEP RTN#4-1081 ' TABLE OF CONTENTS ' 1.0 INTRODUCTION.........................................................................................................4 2.0 SITE DESCRIPTION...................................................................................................5 2.1 Site Location Within a Public Drinking Water Zone II.................................................5 2.2 Site Topography............................................................................................................. 6 2.3 Nearest Surface Water Body to Site............................................................................... 6 ' 3.0 PREVIOUS REPORTS AND SUBSURFACE INVESTIGATIONS.......................6 3.1 July 1988 conducted by SEA Consultants of Massachusetts............................................... 6 3.2 November 23, 2005 conducted by the Horsley Witten Group of Sandwich, MA............................................................................................................................. 7 ' 3.3 December 20-22, 2005 conducted by the Horsley Witten Group ofSandwich, MA.........................................................................................................................8 ' 4.0 RAM PLAN OBJECTIVES.........................................................................................9 4.1 Horsley Witten Group Recommendations-2006..........................................................9 4.2 Site Walk at Blackburn Auto Salvage, on January 7, 2008......................................... 10 ' 4.3 Escrow Funds Set Aside for Cleanup of Site......................................................... 11 4.4 Activities Completed by Blackburn Auto Salvage Since Site Walk ' of January 7, 2008.................................................................................................................... 12 5.0 RAM PLAN FOR CONTAMINATED SOIL..........................................................12 I ' ' • Blackburn Auto Salvage Atlantic RA is,MA 211 Airport Road,Hyannis,MA ENVIRONMENTAL TECHNOLOGIES,INC. April 22,2008 Page 3 5.1 RAM Transmittal Form BWSC 103 ........................................................................... 12 ' 5.2 One Site Soil Stabilization and off Site Disposal......................................................... 12 5.3 Soil and Groundwater Characterization..................................................................... 13 ' 6.0 RAM COMPLETION STATEMENT AND REPORT...........................................14 7.0 RESPONSE ACTION OUTCOME (RAO) STATEMENT AND REPORT........14 FIGURES TABLES ' APPENDIX A—Remediation Cost Estimate—January 8,2008 APPENDIX B—RAM Transmittal Form (BWSC 106) ' APPENDIX C—MADEP Beneficial Use Determination to United Retek Corp., Medway, MA i 1 r ' • Blackburn Auto Salvage Atlantic RA is,MA _ 211 Airport Road,Hyannis,MA ENVIRONMENTAL TECHNOLOGIES,INC. April 22,2008 Page 4 r 1.0 INTRODUCTION This Release Abatement Measure (RAM) Plan is submitted on behalf of Blackburn Auto Salvage of 211 Airport Road, Hyannis Massachusetts (MA). Atlantic Environmental Technologies, Inc. (AET)has been retained by Mr. Raymond Blackburn, owner of Black- burn Auto Salvage to provide Licensed Site Professional (LSP) and environmental services at the Auto Salvage facility located on Airport Road, in Hyannis, MA. Mr. Raymond Blackburn (508)775-2444 is the contact person for the site. This RAM Plan includes soil quality data provided in previous reports, which are referenced in Section 5.0. tBackground and History ' On May 3, 1991 MADEP classified the site as a Location To Be Investigated(WSC 4- 1081). In July of 2000, Atlantic Environmental Technologies completed a Phase I Initial Site Investigation and Tier Classification. During the site walkover, AET personnel observed a pile of crushed gasoline tanks located northeast of the portable car crusher. Although no laboratory samples were collected, a release of oil to the soil was apparent from surface staining in the car crusher area. AET personnel also detected a gasoline like-odor in the immediate vicinity of the stockpiled gasoline tanks. It is probable that this odor can be attributed to the residual gasoline in the tanks. rThe potential sources of the soil contamination are all located aboveground. These sources include previous locations of a portable car crusher, the numerous batteries on the property, the crushed gas tanks and multiple locations of 55-gallons drums. Based upon these locations, it is presumed that the majority of human exposure to the OHM at the site could occur through inhalation, dermal contact and/or ingestion. Groundwater quality at the site was not addressed. The Ariel photo shown as Figure 1, shows the location of salvage items on the site as of July, 2000. 1 r Blackburn Auto Salvage Atlantic g RAM Plan ' 211 Airport Road,Hyannis,MA ENVIRONMENTAL TECHNOLOGIES,INC. April 22,2008 Page 5 ' Statement of Compliance This RAM Plan is submitted in conformance with and following the guidelines presented ' in the Massachusetts Contingency Plan(MCP) 310 CMR 40.0444. The remedial activities presented will be conducted following the general provisions, scope and approvals presented in the MCP (310 CMR 40.0440 through 40.0443). 2.0 SITE DESCRIPTION The Site, (Map 312 Parcel 001) is a 6.06-acre lot that is zoned for commercial and industrial use. The site includes two small structures and an auto salvage yard located ' along the southwestern boundary of the Barnstable Municipal Airport. The two structures include one 10-foot by 10-foot wooden structure as well as a 20-foot by 10-foot metal ' structure located in the northern part of the property which are used as office space and storage. A concrete pad where gas tanks and fluids are emptied/removed from the vehicles is located immediately north of the two structures. Auto salvage vehicles, tires i ' and associated parts previously covered the majority of the property, with the exception of an access drive that traverses the middle of the site. A large tire pile, crushed radiators and gas tanks were located in the southeastern portion of the property. The Site is ' serviced by electricity and telephone. The property has its own private septic system. The southern extent of the property is wooded. The surrounding area is commercially and industrially developed with the exception of the adjacent airport runway. The northern and eastern sides of the parcel abut the southwest portion of the Barnstable Municipal Airport. To the south is undeveloped woodland, and to the west are commercial properties. The location of the property in reference to the abutting properties is shown in Figures 2 & 3. 2.1 Site Location Within a Public Drinking Water Zone II The Site is located within a Zone I1 of a public drinking water supply well for the Town ' of Barnstable. Groundwater beneath the Site is defined by the Department of Environmental Protection(DEP)regulations as a Potentially Productive Aquifer. The groundwater table is approximately 25 feet below the ground surface and fluctuates three ' to five feet seasonally. i 1 ' • Blackburn Auto Salvage Atlantic RA is,MA ' 211 Airport Road,Hyannis, ENVIRONMENTAL TECHNOLOGIES,INC. April22,200008 Page 6 2.2 Site Topography ' The topography of the Site is mostly level with sandy soils. The surrounding regional topography slopes gradually from the north to the south with an elevation of approximately 50 feet above mean sea level. Soils underlying the Site are classified by the U.S. Department of Agriculture Soil Conservation Service's Soil Survey of Barnstable County, Massachusetts (March, 1993), as Carver loamy coarse sand. These deep, nearly level, excessively drained soils are generally typical in broad areas on ' outwash plains as well as in areas of sandy glacial lake deposits. 2.3 Nearest Surface Water Body to Site The nearest surface water body from the site is Fresh Hole Pond located approximately 1,200 feet west of the Site. The site is not within a Flood Plain. Lewis Pond and Upper Gate Pond are located approximately 1,800 feet east of the Site. According to the Massachusetts Geographic Information Systems (MassGIS) Wetland Types datalayer, the ' Site is designated as upland. According to Flood Insurance Rate Map No. 250001, Panel 0005 C, dated August 19, 1985,the Site is located in an area designated as Zone C, an ' area of minimal flooding t3.0 PREVIOUS REPORTS AND SUBSURFACE INVESTIGATIONS ' In July 1988,November 23, 2005 and December 20-22, 2005 subsurface investigations were conducted on the site. The following summaries, describes the type, methods and results of the testing. 3.1 July 1988 conducted by SEA Consultants of Massachusetts • Sixteen soil hand auger hole ranging in depth from six inches Below ' Surface Grade (BSG)to 24 inches BSG sampled from across the site. • The soil gas environment within the auger holes was analyzed for the presence of volatile organic compounds (VOCs). ' • VOCs were detected using a Photovac Photo-Ionization Detector(PID). ; 1 Atlantic Blackburn Auto Salvage RAM Plan ' 211 Airport Road,Hyannis,MA ENVIRONMENTAL TECHNOLOGIES,INC. April 22,2008 Page 7 ' • Soil samples for metals analysis were collected by compositing soil samples from the first six inches of the four shallow auger holes that were ' advanced in each of the four quadrants of the site. • Composites were then combined to form one composite sample to be submitted from each Quadrant. ' • PID registered readings slightly above background were found on areas of oil staining. • Four auger holes have readings of VOC levels that exceed the background tlevel by a factor greater than ten. Figure 4 depicts the locations of these auger holes. • The only laboratory analysis conducted by SEA on the soils at the site was for the analysis of metals. • Three monitoring wells were installed. ' • Groundwater samples were collected from two of these monitoring wells, and analyzed for volatile organic compounds. • No compounds were detected above the laboratory-detection limit for ' Monitoring Well MW-2. • The only compound detected above the laboratory-detection limit for Monitoring Well MW-3 was trichlorofluromethane, also known as Freon 11. This compound was detected at 190 parts per billion(ppb). This level was far below the Reportable Concentration of 1000 ppb. ' The location of soil samples are shown on Figure 4. The soil gas and soil quality results are shown on Tables 1 & 2. 3.2 November 23,2005 conducted by the Horsley Witten Group of Sandwich, MA ' • Twenty (20) surficial soil samples from across the site. • Soil samples were collected between zero and six inches below the ground surface. ' • Soil samples were obtained from locations where previous site investigations had indicated the potential for hazardous materials storage or release to the environment. ' • Soil samples were screened for volatile organic compounds (volatiles) using properly calibrated photoionization detector(PID). • The presence of volatiles was detected in samples collected from HW-1, ' HW-2, and HW-3, at 2.4 parts per million(ppm), 1.1 ppm and 0.4 ppm, respectively. • Eight soil samples were collected and submitted for analysis. ' • Blackburn Auto Salvage MPl an Atlantic 211 Airport Road,Hyannis, ' ,MA ENVIRONMENTAL TECHNOLOGIES,INC. April 22,2008 Page 8 • Tested for Extractable Petroleum Hydrocarbons (EPH), Polychlorinated Biphenyls (PCBs), Priority Pollutant Metals and Volatile Organic ' Compounds. • Petroleum-related compounds were detected in samples HW-1, HW-2, HW-3, HW-4, HW-10 and HW-19 at concentrations above applicable ' MCP Standards. • Lead was detected in soil samples HW-2, HW-3, HW-10, HW-11 and HW-19 at concentrations above the MADEP S-1/GW-1 Cleanup Standard ' of 300 mg/kg. The location of soil samples are shown on Figure 5. The laboratory results for are shown on Table 3. 3.3 December 20-22,2005 conducted b the Horsley Witten Group of Sandwich Y Y P MA • Seven(7) groundwater monitoring wells were installed at the site. ' • Well Locations were chosen based on the results from 10/23/05 soil sampling, previous investigations, available information regarding hazardous materials storage, handling of the site and groundwater flow ' direction. • 2-inch PVC wells with 10 foot screening bracketing the water table. • Soils below ground surface and approximately eight below surface were ' characterized using a PID with reading not indicating presence of volatile contaminants. • Visual inspection of soils indicated that potential contaminants were typically limited to within six inches of ground surface. • Well depths measured, submersible pump used to purge five well volumes ' and purge water measured with multi-parameter probe for water quality. • Lab results for all wells indicated the presence of contaminants below the most stringent Groundwater Standard (GW-1). ' The groundwater monitoring well locations are shown on Figure 6. Laboratory results for Groundwater are shown on Table 4. Atlantic Blackburn Auto Salvage RAM Plan 211 Airport Road,Hyannis,MA ENVIRONMENTAL TECHNOLOGIES,INC. April22,2008 Page 9 4.0 RAM PLAN OBJECTIVES ' 4.1 Horsley Witten Group Recommendations-2006 The RAM Plan will address all major recommendations in a Report prepared by Horsley ' Witten Group, Inc. entitled"Environmental Site Assessment—Blackburn Auto Salvage" dated February 2006. The following are sections mentioned in section 6.0 (Site Remediation) of the Horsley Witten Report: ' A degree of uncertainty,exists regarding the extent of environmental conditions at the site, due in part to its length of operation as a salvage yard(50+years). Inspection of the ' site was limited by the amount of salvage vehicles and solid waste present. Surficial soil excavation would likely remove the majority of soil contamination, however there may be areas of concentrated contamination that this assessment did not identify that may ' require more extensive excavation. Laboratory analysis of groundwater samples indicates contaminant concentrations below the most stringent DEP standards, and groundwater remediation does not appear to be necessary. Prior to soil excavation, salvage vehicles remaining on the site will be crushed and removed, and two small structures on-site will be demolished and disposed of. Scrap metal, including remaining auto parts, will be removed and transported to a metal recycling facility. Hazardous waste on the property, consisting primarily of drums, batteries and fluids removed from vehicles, will be containerized and removed by a ' licensed hazardous waste handler. Based on historic site use and the laboratory results, soil contamination is expected to be concentrated in the areas surrounding the fluid removal pad and the former car crushing area. Excavation of these areas (approximately 48,000 square feet, combined) to a depth of one foot below existing grade would generate approximately 1,800 cubic yards (approximately 2,700 tons) of potentially contaminated soils. Following initial phased of excavation, soil samples would be collected from removed ' soils and submitted for laboratory analysis as required by the soil disposal facility. Analysis of soil samples collected at finish grade in excavated areas is necessary for DEP reporting requirements, and would determine whether additional soil removal was necessary. The costs associated with soil removal and disposal may prohibit the complete removal of contaminated soils at the site. DEP performance standards require the removal of soils above certain threshold concentrations and the Airport's proposed ' future use of the site may allow for the application of less stringent DEP cleanup performance standards. ' Solid waste (tree stumps, wood, and construction debris) disposal represents a significant portion of the site improvements necessary for the Airports planned use of the property. ` The southern portion of the site contains several large mounds of wooden and earthen Atlantic Blackburn Auto Salvage RAM Plan — 211 Airport Road,Hyannis,MA ENVIRONMENTAL TECHNOLOGIES,INC. April 22,2008 Page 10 debris, including construction debris. This debris would be disposed of at an off-site receiving facility,possibly a combination of a landfill and a stump dump. 4.2 Site Walk at Blackburn Auto Salvage,on January 7,2008 ' A site walk, with representatives from Blackburn Auto Salvage, Atlantic Environmental Technologies, Inc., The Horsley Witten Group and the Barnstable Municipal Airport was conducted on January 7, 2008. The purpose of the meeting was to evaluate additional assessment and the final cleanup ' actions which needed to be accomplished at the Blackburn Auto Salvage Yard. It was agreed that a Geophysical Survey would be conducted in order to identify any large metal objects which might be located at depth at the site. The total estimate of solid waste-wood was reduced to 500 cubic yards. After the walk over, Atlantic Environmental Technologies, Inc. prepared a revised remediation cost estimate for the site. A copy of the Revised Remediation Cost Estimate dated January 8, 2008 is enclosed in Appendix A. The following cleanup actions were identified based on the January 2008 site walk: ' 1. Battery Disposal—No Batteries are currently stored at the site. A battery recycler comes by every week for pickup. ' 2. Tire Disposal—It is estimated that 10,000 tires still need to be disposed of. At the present time this process is ongoing. It is estimated that the disposal will be complete prior to the Geophysical Survey. ' 3. Fluid Disposal—Seven 55-gallon drums need to be disposed of. At the present time this process is ongoing and will be completed before the soil ' remediation process. 4. Disposal of Scrap Metal/Autos/Trucks—About 250 vehicles are still present ' in the yard. Atlantic Blackburn Auto Salvage RAMPIan 211 Airport Road,Hyannis,MA ENVIRONMENTAL TECHNOLOGIES,INC. April 22,2008 Page 11 At the present time this process is ongoing. It is estimated that the disposal will be completed prior to the Geophysical Survey. ' 5. Solid Waste Disposal—It is estimated that less than 500 tons of solid waste needs to be removed. ' The waste will be loaded and transported for recycling. This process will be ongoing during the soil remediation phase and will be completed during the same time. 6. A Geophysical Survey will be completed by Geophysical Applications of ' Holliston,MA. Electromagnetic and Magnetometer surveys of the actively used 4-acre portion of the salvage yard will be conducted prior to the soil remediation process. A fifty (50)by fifty(50) grid running North to South will be laid out within the 4-acre area prior to the survey. Location of large underground objects identified during the survey will be marked for removal. 7. Contaminated soils excavation, stabilization and offsite disposal. Soil totalingan estimated 2 667 tons within a 48 000 sf area identified b the Y Horsley Witten Group will be excavated and stockpiled at the site. The depth of ' the excavation will be one (1) foot. After the area is excavated confirmatory sampling will be conducted to verify that the area will not require additional excavation. The soil will then be screened and stabilized on site by United Retex of Medway, TvLA, which has a Beneficial Use Determination from the MADER Once stabilized, the soil can be used as daily cover at a Massachusetts Landfill. 8. Laboratory Analysis will be required for Confirmatory Soil Sampling. After soil excavation confirmatory soil samples will be collected and transported to a laboratory for testing. If test results of areas are above MADEP Cleanup Standards, the areas will undergo additional excavation and be re-tested. 4.3 Escrow Funds Set Aside for Cleanup of Site Blackburn Auto Salvage and Barnstable Municipal Airport, as part of the Purchase and Sale Agreement of the Blackburn Auto Salvage Property in ' March of 2008 agreed to escrow$800,000.00 to cover the cost of the overall cleanup of the site. F Atlantic Blackburn Auto Salvage RAMPIan 211 Airport Road,Hyannis,MA ENVIRONMENTAL TECHNOLOGIES,INC. April22,2008 Page 12 4.4 Activities Completed by Blackburn Auto Salvage Since Site Walk of January 7,2008 • Tire Disposal Bob's Tire of New Bedford, MA has removed all the large piles of tires. A few hundred tires still need to be recycled. ' • Fluid Disposal All 55 gallon drums of oil or hazardous materials have been removed under Hazardous Waste Manifests. • Autos/Trucks All 250 vehicles have been removed by an auto recycler. ' • Solid Waste Disposal Wood, metal and plastic debris still needs to be removed from the site. 5.0 RAM PLAN FOR CONTAMINATED SOIL 5.1 RAM Transmittal Form WSC 103 A copy of the RAM Transmittal Form(BWSC 103) is enclosed in Appendix B. It is estimated that 2,667 tons or 1,800CY of petroleum contaminated soil will be ' stabilized. The initial excavation areas based upon petroleum and lead levels exceeding MADEP S-1/GW-1 Cleanup Standards are shown on Figure 7. Other areas will also be excavated based on field observation, field screening with a ' PID, field screening for lead with a Niton YPF Metal Analyzer and confirmatory soil testing. ' 5.2 One Site Soil Stabilization and off Site Disposal Atlantic Environmental Technologies, Inc. has selected the United Retek Corporation of Medway, MA to carry out on site stabilization using their Beneficial Use Determination(BUD) from the MADEP. A copy of the BUD is enclosed in Appendix C. The contaminated soil is screened to remove all large rocks and debris before ' being stabilized. ' • Blackburn Auto Salvage lan Atlantic 211 Airport Road,Hyannis, M MA A ENVIRONMENTAL TECHNOLOGIES,INC. April22,2008 Page 13 Stabilization of petroleum contaminated soil is achieved with mixing of the soil in a pug mill. An asphalt emulsion ratio of 2 to 6 percent of the soil volume is utilized. Portland cement can be utilized simultaneously with asphalt emulsion if TCLP lead exceeds 5ppm in the soil stockpile before stabilization. After treatment is complete under the BUD of United Retek,the stabilized soil will be transported to the Bourne Integrated Landfill on MacArthur Boulevard in ' Bourne, MA. The stabilized soil at the landfill will be used as daily cover. 5.3 Soil and Groundwater Characterization 5.3.1 Field Screening During Excavation Field screening of soils will assist in identifying limits of ' excavation. Instruments to be used for field screening include: • Photo Ionization Detector(PID)to determine Volatile Organic levels • Niton X- Ray Florescene—A Metal Analyzer for the evaluation of RCRA metal levels including lead. 5.3.2 Confirmatory Soil Sampling Excavation Area Limits ' Confirmatory soil samples will be taken in the excavation area to determine if any additional soils exceeding the MADEP Method 1 S-1/GW-1 and/or S-1/GW-3 Cleanup Standards need to be excavated. The samples will be tested for EPH Fractions and total lead. 5.3.3 Pre-Treatment Sampling Composite sampling of soils requiring asphalt stabilization will be taken for every 200CY of soil to be treated. ' Total lead levels from the Horsley Witten Group Investigation ranged between 140ppm and 797ppm. Total lead and TCLP lead will be run on the composite samples. If TCLP lead exceeds 5ppm,the contaminated soil will be treated simultaneously with asphalt emulsion and Portland cement. The use of Portland cement to stabilize lead is an approved method of the U.S. EPA. ' • Blackburn Auto Salvage Atlantic RA is,MA _ 211 Airport Road,Hyannis,MA ENVIRONMENTAL TECHNOLOGIES,INC. April22,2008 Page 14 5.3.4 Post-Treatment Sampling TCLP lead analysis will be carried out for every 200cy of stabilized soil if pre-treatment TCLP lead levels exceeded 5ppm. 5.3.5 Groundwater Sampling A round of groundwater sampling will be taken from monitoring wells installed by the Horsley Witten Group after the soil excavation and soil stabilization activities are completed. ' Laboratory testing of groundwater samples will be done for EPH with Target Analytes and dissolved lead. 6.0 RAM COMPLETION STATEMENT AND REPORT A Release Abatement Measure (RAM) Completion Statement and Report will be prepared when all remediation activities in the RAM Plan have been completed and confirmatory soil quality levels have been reduced to under the MADEP S- ' 1/GW-1 and/or S-1/GW-3 Cleanup Standards. All remediation activities will be clearly identified by a photographic log, which ' will be part of the RAM Completion Statement and Report. ' 7.0 RESPONSE ACTION OUTCOME (RAO) STATEMENT AND REPORT An RAO Statement and Report will be prepared after laboratory reports are evaluated. If all confirmatory soil samples are under the MADEP Method 1 Cleanup Standards for S-1/GW-1 and/or S-1/GW-3, and groundwater samples are below GW-1, a Condition of No Significant Risk will have been achieved. A Permanent Solution(Class A-2 RAO)will then be prepared and submitted to the MADEP for site closure. -4. Atlantic Blackburn Auto Salvage RAMPIan ' 211 Airport Road,Hyannis,MA ENVIRONMENTAL TECHNOLOGIES,INC. April 22,2008 Page 15 FIGURES Figure 1 —Prepared by Atlantic Environmental Technologies, Inc., entitled "Aerial view of Blackburn Auto Salvage dated July 2000. Figure 2—Prepared by Atlantic Environmental Technologies, Inc., entitled ' "Assessors Map", 2008. Figure 3 - Prepared by Atlantic Environmental Technologies, Inc., entitled "Primary Features of Blackburn Auto Salvage—Airport Road— Hyannis, Massachusetts" dated 7/18/2000. Figure 4 - Prepared b Atlantic Environmental Technologies, Inc entitled"Location of g p Y g Shallow Augur Holes and Quadrants"dated 7/18/2000 showing locations of monitoring wells and Augur Holes establish by SEA Consultants in July of 1988. Figure 5 —Prepared by Horsley Witten Group, entitled"Blackburn Auto Salvage Yard— 211 Airport Road-Hyannis, Massachusetts" from February 6, 2006 report showing locations of soil samples. (Originally labeled as Figure 3) Figure 6—Prepared by Horsley Witten Group entitled Blackburn Auto Salvage Yard— 211 Airport Road-Hyannis, Massachusetts" from February 6, 2006 report showing locations of monitoring wells. (Originally labeled as Figure 4) Figure 7—Prepared by Atlantic Environmental Techologies, Inc. entitiled"Proposed Excavation Areas" for Blackburn Auto Salvage Facility, 211 Airport Road, Hyannis, MA, dated 04/01/08. I ' • Blackburn Auto Salvage Atlantic RA is,MA 211 Airport Road,Hyannis,MA ENVIRONMENTAL TECHNOLOGIES,INC. April22,2008 Page 16 TABLES Table 1 —Prepared by Atlantic Environmental Technologies, Inc., entitled"Soil Gas Results—Blackburn Auto Salvage—211 Airport Road-Hyannis, Mass 02601" from a Report dated July 25, 2000 showing laboratory results conduct on samples provided by SEA Consultants in July 1988. Table 2 —Prepared by Atlantic Environmental Technologies, Inc., entitled"Soil Quality Summary Table—Blackburn Auto Salvage—211 Airport Road-Hyannis, Mass 02601" from a Report dated July 25, 2000 showing laboratory results conduct ' on samples provided by SEA Consultants in July 1988. Table 3 —Prepared by Horsley Witten Group entitled`Blackburn Auto Salvage Yard —211 Airport Road-Hyannis, Massachusetts" from a February 6, 2006 Report showing laboratory results of soil samples. (Originally labeled as Table 1) Table 4—Prepared by Horsley Witten Group entitled`Blackburn Auto Salvage Yard— 211 Airport Road- Hyannis, Massachusetts" from a February 6, 2006 Report showing laboratory results of groundwater samples. (Originally labeled Table 2 r —3 pages) REFERENCES • Phase I/Tier Classification prepared for Mr. Jonathan Hobill—MADEP Southeast Regional Office—20 Riverside Drive- Lakeville, MA 02347, by Atlantic Environmental Technologies, Inc entitled"Phase I/Tier Classification of Blackburn Auto Salvage—211 Airport Road—Hyannis, MA 02601 —MADEP RTN#4-1081"dated 7/25/2000. • Phase 1 Environmental Assessment prepared for Michael Garrity of Edwards and Kelcey—343 Congress Street—Boston, MA 02210 by Horsley Witten Group entitled"Phase I—Environmental Assessment—211 Airport Road—Hyannis, MA" dated February 6, 2006. Atlantic ' ENVIRONMENTAL TECHNOLOGIES,INC. r i FIGURES r Y, k h x < w , t r R 46 iiiiiiiiiiiiiij Y w i .N ar Y� r 0 b 1 ii 3 do j . is a 1 ,v f , m e , - PREPARED FOR: AERIAL VIEW PROJECT NO. Atlantic SCALE 1' = 200' OF 5770 EnVironmetal Technologies, Inc. 0 100 200 RAM PLAN REPORT SITE LIMITS DATE: 4 1 08 xv BLACKBURN AUTO SALVAGE FACILITY BLACKBURN AUTO SALVAGE FACILITY Whaling National Park 211 AIRPORT ROAD 211 AIRPORT ROAD 38 Elm Street - New Bedford, MA 02740 HYANNIS, MASSACHUSETTS HYANNIS, MASSACHUSETTS FIGURE 1 (P) 508-992-6300 (F) 508-992-5533 M7 86 312a32 -. 312031 12004 #20$ r N 174 NO 88 a M8a' a ' o 312011 312014CND- 312018•' # 11 312003 # 167 N 127 �, �17 cNo SITE 977 312a 10 312019 �12029 Cru d 38 N"14 N 35 f " At 30- -- _ 31200 1 329 003 N11 0 480 F 04U 10 CN D i` 312025 N S2 N 15a21 312022_; . N 63 o - 3 2 __ 312a23 ;u 68 9 710 n2 Atlantic SCALE i• zoo PREPARED FOR: ASSESSORS MAP PROJECT NO. = O 5 Environmetal Technologies, Inc. 0 100 200 RAM PLAN REPORT SITE LIMITS DATE: 470 08 Whaling National Park BLACKBURN AUTO SALVAGE FACILITY BLACKBURN AUTO SALVAGE FACILITY 211 AIRPORT ROAD 211 AIRPORT ROAD 38 Elm Street - New Bedford, MA 02740 HYANNIS, MASSACHUSETTS HYANNIS. MASSACHUSETTS FIGURE 2 (P) 508-992-6300 (F) 508-992-5533 Runway North a0 >� Vehicles tt Two 55-gal. Drums Pile VpPuddles wt Sheen (contents unknown) Of Tires in 15012001g: ©cad _ Propane ' Tanks i Quonset Hut Flatbed Trailer& -_-_ Trailer Pallet loadedw! oIdSlJ1/�. A ,� -+_ »-__ -— Hubcaps Satteries loaded inrl Gate BuiMdin9 Batteries �•'` _`'� Engines, ' Batteries i.es t -� , Batteries, of Tires ,-- Portable:CBI <<& 55-9a1 ► a ;'Stained `"`- ---.. Crusher Lehi%S �.� ; -' 1% drums (filled; W ;Soil � + { with fluids) ile of Tires t r 1 g Pll es Small � Strong r 1, WIne G5-gal,drums A two full W-gal,drums � Stron Gasoline; ► of Tires � 2: Box truck loaded wllh 55rgal.drurns (some are crushed,all appear empty,no slok0g) %,Odor r ! 3: Two 55�at.dritmsnexl to small durrrp-truck(drums&are futiand partially fulo (SOlBrCe'Undlear %�, 4; Crushed cars ieskktg atntlrreeze tgrgen)un3o the ground. Fenced in S. Crushed pile or gas tanks(res dual Bas.leaOV onto ground,gaaollne Odor;present) Lot iA%itP 8; Old tow truck next toy-gat buakot.of hydramlic fluid(full) &t.4lrtle batteries junk Cars LArLhtJTICENVIRONMEWI ALTECHt+OL00IES M- ^IMMY1`4110resor PRC17CC"M W0.00 +� 0e Fmur�am Carrt#r t7t1mSI.5NSe 4te �Jmak d oin 1Ro. Vmgm scAOt` Not to sts,6 .,�T.. Figure 3 rtodh Cwtmmsh,htoasmclttmois 02747 #i annlm t�tns�chuafftYr Hy in + I HAAN.9Y3 JWan IllN 39ilIJ Atlantic PREPARED FOR: SITE MAP PROJECT NO. 5770 „a Environrnetal Technologies, Inc. RAM PLAN REPORT DULY 2000 DATE: 4 1 08 Whaling National Park NOT T❑ SCALE BLACKBURN AUTO SALVAGE FACILITY BLACKBURN AUTO SALVAGE FACILITY POITI` ROAD 38 Elr1 Street - New Bedford, MA 02740 211 AIRPORT ROAD HYANNIS.11 vRMASSACHUSETTS HYANNIS, MASSACHUSETTS FIGURE 3 (P) 508-992-6300 (F) 508-992-5533 r 1 :> M1117>4111 t c3 03 ) �. f3tlaGrJ3ti��.!i 6'l -3 OUAD 3 l , A 04 A. �. . A.4 g 4 C 1 v z � fr G2 r Ql1�D 22. pit �, �f Al LEGEND<< MONITORWG WEI_t.S 41 ` r f+ A2 AUG 1R ROLES 82 Locations of. Shallow Auger Holes and Quadrants ' 0 75 150 SCALE 1' = 150' Atlantic PREPARED FOR: SUBSURFACE INVESTIGATION PROJECT NO. SEA CONSULTANTS, INC 5770 Environrletal Technologies, Inc, RAM PLAN REPORT JULY 1988 DATE: Whaling National Park BLACKBURN AUTO SALVAGE FACILITY BLACKBURN AUTO SALVAGE FACILITY 4/1/08 38 Elm Street - New Bedford, MA 02740 211 AIRPORT ROAD 211 AIRPORT ROAD HYA' NNIS, MASSACHUSEITS HYANNIS, MASSACHUSE TS FIGURE 4 (P) 508-992-6300 (F) 508-992-5533 0 4i W-4 BLACKBURN PROPERTY �rWa� �iW-T6 t�w,t �v.ss ices r.i HW O tote OtackbtrmAuto Salvage Ymd f I tip=t-Soil Sampling Location 21�Mood Road Hyannis,hiassach6satts Atlantic PREPARED FOR: SOIL SAMPLE LOCATION PRa��TD N0. M' CONDUCTED ON NOVEMBER 23, 2005 Environmetal Technologies, Inc, RAM PLAN REPORT BY HORSLEY WHITTEN GROUP DATE: 4 1 08 Whaling National Park NOT TO SCALE BLACKBURN AUTO SALVAGE FACILITY BLACKBURN AA P00RT VOAAGEE FACILITY 11 AI 38 Elm Street - New Bedford, MA 62740 AIRPORT ROAD HYANNINNIS, MASSACHUSETTS HYANNIS, MASSACHUSETTS FIGURE 5 (P) 508-992-6300 (F) 508-992-5533 ^r 7 .2 RUN _ /0�B9 fLAC�BUR'N G� / ROPERTY a 1384 74: / / t , / BM 74,46' 742Y / Monitoring Well Blackburn Auto Salvage YAtd 08-1-monitofing Well� 211 AhPW�d 74.79'-(roundwater Elevatim(mmisbrecl=January 19 2006,based on arbitrary beochmork) ��, �,�,n�„k Hyann's,rAassachu41,01ts —— Inferred Groundwater Elevation Contour �muee Atlantic PREPARED FOR: MONITORING WELL LOCATION PROJECT NO. CONDUCTED ON Environrletal Technologies, Inc. RAM PLAN REPORT DECEMBER 20 & 21, 2005 oAv 4 1 08 Whaling National Park NOT TO SCALE BLACKBURN AUTO SALVAGE FACILITY BLAYCKBURSLEY WHITTENSALVAGE FACILITY / / 38 Elm Street — New Bedford, MA 02740 NNI AIRPORT ROAD 211 AIRPORT ROAD (P) 508-992-6300 (F) 508-992-5533 HYANNIs, MASSACHUSETTS HYANNIS, MASSACHUSETTS FIGURE 6 LEG D PROPOS EXCAVATION AREA i't'�d44 BLACKBURN 1 - S PROPERTY o N4V=i Tres 11W.t8 49 Atlantic SCALE 1' = 100' PREPARED FOR: PROJECT NO. PROPOSED EXCAVATION AREAS 5770 Environmetal Technologies, Inc. 0 100 200 RAM PLAN REPORT BLACKBURN AUTO SALVAGE FACILITY DATE 4/1/08 Whaling National Park BLACKBURN AUTO SALVAGE FACILITY 211 AIRPORT ROAD 38 Elm Street - New Bedford, MA 02740 211 AIRPORT ROAD HYANNIS, MASSACHUSETTS FIGURE 7 HYANNIS, MASSACHUSETTS (P) 508-992-6300 (F) 508-992-5533 Atlantic ENVIRONMENTAL TECHNOLOGIES,INC. TABLES 1 ' Table 1 Soil Gas Results ' Blackburn Auto Salvage 211 Airport Road,Hyannis,Mass 02601 Quadrant in Concentrations of Total which Soil Gas Sample Auger Hole ID Ionizable Compounds(TICS) ' was analyzed present in soil gas(ppni) # 1 Al < 1.0 # 1 131 < 1.0 ' Al C1 < 1.0 1 D1 < 1.0 2 A2 132 ' #2 B2 < 1.0 2 C2 41 92 D2 < 1.0 ' #3 A3 < 1.0 #3 133 < 1.0 93 C3 < 1.0 #3 D3 < 1.0 ' 94 A4 5 #4 B4 < 1.0 94 C4 5 ' 44 D4 < 1.0 Concentrations of TICS that were detected at levels that significantly exceeded background are shown BOLD and Underlined Source : SEA, 1988 I Table 2. Soil Quality Summary Table Blackburn Auto Salvage,211 Airport Road, Hyannis, Mass 02601 MADEP MADEP MADEP Method 1 Method I Method 1 Cleanup Cleanup Cleanup Sample ID: Quad 1 Quad 2 Quad 3 Quad 4 Standard Standard Standard Matrix: Soil Soil Soil Soil (S-I/GW--1) (S-21GW--1) (S-31GW--1) Analyte Concentration: mg/Kg mg/Kg mg/Kg nig/Kg mg/Kg nrg/Kg Y?iglKg METALS Antimony 16.9 16:5 16.9 18.3 10 40 40 Arsenic 8.8 7.6 10.1 6.8 30 30 30 Barium -- -- -- -- 1,000 2,500 5,000 Beryllium U(0.4) U(0.4) U(0.4) U(0.4) 0.7 0.8 3 Cadmium 2.2 2.9 2.3 3.5 30 80 80 Chromium 9.2 9.5 10.9 14.5 1,000 2,500 5,000 Lead 170 240 210 300 300 600 600 Mercury U(0.21) U(0.21) U(0.21) U(0.21) 20 60 60 Nickel 16.1 19.4 10.9 40.5 300 700 700 Selenium 0.2 0.2 U(0.1) 0.1 400 2,500 2,500 Silver U(0.06) U(0.06) U(0.06) U(0.06) 100 200 200 Thallium 10.6 10.7 10.7 U(10.0) 8 30 100 Vanadium -- -- 400 2,000 2,000 Zinc 290 140 200 380 2,500 2,500 5,000 Copper 18.3 34.9 37.0 73.4 ns 17S ns Analyte concentrations that match or exceed the MADEP S-1/GW-I Groundwater Cleanup Standards are shown BOLD and UNDERLINED. -- Not analyzed. MADEP Massachusetts Department of Environmental Protection ns No Standard Established U Not detected at the indicated method detection limit concentration. mg/Kg milligrams per kilogram (dry weight-equivalent to parts per million) Source : SEA , 1988 ' Table. Laboratory Results-Soil Blackburn Auto Salvage Yard ' 211 Airport Road Hyannis,Massachusetts nalyte HW-1 HW-2 HW-3 HW-4 HW-8 HW-10 HW-11 HW-19 MA Sl/GWl MA S2/GWl Total Metals by EPA Method 3050B/6000/7000 ' Beryllium 0.11 0.08 ND 0.11 0.14 ND ND 0.10 1 1 Cadmium 1 2 1 2 ND 3 3 2 30 80 Chromium 14 16 10 10 6 14 18 10 1,000 2,500 Copper 182 528 205 61 39 178 122 154 NS NS ' Lead 196 797 357 197 140 543 622 709 300 600 Mercury ND ND ND ND ND ND ND 0.07 20 60 Nickel 10 17 11 20 8 48 23 15 300 700 Silver ND 1 1 ND ND 2 1 1 100 200 ' inc 114 174 118 173 81 483 1,250 258 2,500 2,500 Volatile Organic Compounds by EPA Method 5035/8260B Styrene ND ND ND ND ND 0.27 ND ND 2 2 ylenes(Total) ND ND ND ND ND ND 0.13 ND 500 800 1,2,4-Trimethylbenzene ND ND 0.07 ND ND ND ND ND NS NS 1,3,5-Trimethylbenzene ND ND 0.06 ND ND ND ND ND NS NS olychlorinated Biphenyls by EPA Method 8082 Aroclor 1254 ND ND 0.40 ND ND ND ND ND 2 2 oclor 1260 0.11 0.31 0.27 0.33 ND 0.14 0.28 0.15 2 2 xtractable Petroleum Hydrocarbons by MADEP Method 04-1.1 c9-c18 Aliphatics ND ND ND ND ND ND 52 676 1,000 2,500 ' c19-c36 Aliphatics 172 1,090 369 3,490 48 443 6,430 24,500 2,500 5,000 cl 1-c22 Aromatics 122 759 551 2,130 ND 144 10,300 4,190 200 200 Phenanthrene I 1 ND ND ND ND ND ND 700 700 Benzo(a)anthracene 1 1 ND ND ND ND ND ND 1 I ' Benzo(a)pyrene 1 2 ND ND ND ND ND ND 1 1 Benzo(b)fluoranthene 1 1 ND ND ND ND 1 ND 1 1 Benzo(g,h,i)perylene 1 2 ND ND ND ND ND ND 1,000 2,500 Benzo(k)fluoranthene I 1 ND ND ND ND ND ND 7 10 ' Chrysene 1 2 ND ND ND ND ND ND 7 10 Fluoranthene 1 2 ND ND ND ND ND ND 1,000 21000 Indeno(1,2,3-cd)Pyrene 1 2 ND ND ND ND ND ND 1 1 rene 1 2 ND ND ND ND 1 ND 700 1,000 ' Notes: Samples collected 11/23/2005 All samples collected from 0"-6"beneath surface ' Samples analyzed at ESS Laboratory,Cranston,Rhode Island ND=None detected above laboratory detection limit MA S 1/GW 1=Massachusetts Contingenzy Plan Method 1 Soil and Groundwater Standards NS=No Method I Standard provided ' Bold type indicates exceedence of Sl/GWI Only analytes detected above laboratory reporting limit are listed Source: Horsely Witten Group , `2006 ' J:\5119 HYA Land Aquisition\Blackburn 21 E\November 2005 ESA\Soil and Groundwater Results.xls ' Table Laboratory Results-Groundwater Blackburn Auto Salvage Yard 211 Airport Road ' Hyannis,Massachusetts BBl BB2 BB3 BB4 BBS BB6 BB7 MA GW-1 MA GW-3 Analyte 12/1-2n-005 12lJ2005 12nS005 12P-2r2005 12rJ2005 12nJ2005 12rS005 (ue/L) (un/L) EDB by EPA Method 504.1 1,2-Dibromoethane(EDB) <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 0.02 50,000 ' 1,2-Dibromo,3-chlompropane <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 Priority Pollutant Metals by EPA Methods 6010B/7470A Antimony,Total <.005 <005 <005 <005 <005 <005 <005 6 300 ' Arsenic,Total <10 <10 <10 <10 <10 10 <10 50 400 Beryllium,Total <4 <4 <4 <4 <4 <4 <4 4 50 Cadmium,Total <5 <5 <5 <5 <5 <5 <5 5 10 Chromium,Total <10 <10 <10 <10 <10 <10 <10 100 2,000 ' Copper,Total <25 <25 <25 <25 <25 <25 <25 Lead,Total <001 0.0038 <.001 <.001 <.001 <.001 0.0011 15 30 Nickel,Total <40 <40 <40 <40 <40 <40 <40 100 80 Selenium,Total <50 <50 <50 <50 <50 <50 <50 50 80 Silver,Total <7 <7 <7 <7 <7 <7 <7 40 7 ' allium,Total <.005 <.005 <.005 <.005 <.005 <.005 <005 2 400 nc,Total <200 300 <200 <200 <200 <200 <200 2,000 900 Mercury,Total <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 2 1 Volatile Organic Compounds by EPA Method 8260B tchlorodifluoromethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Chloromethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Vinyl Chloride <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 4.5 2 40,000 ' romomethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 10 50,000 Chloroethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 richlorofluoromethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Diethyl Ether <2 <2 <2 <2 <2 <2 <2 1,1-Dichloroethene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 7 50,000 ' 1,1,2-Trichlorotrifluoroethane <5 <5 <5 <5 <5 <5 <5 Acetone <10 <10 <10 <10 <10 <10 <10 3,000 50,000 Carbon Disulfide <5 <5 <5 <5 <5 <5 <5 Methylene Chloride <2.5 <2.5 <2.5 <2.5 <2.5 <2.5 <2.5 5 50,000 trans-1,2-Dichloroethene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 100 50,000 ' Methyl tert-butyl Ether(MTBE) 0.7 2 <0.5 3 <0.5 0.7 <0.5 70 50,000 1,1-Dichloroethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 70 50,000 2,2-Dichloropropane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 cis-1,2-Dichloroethene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 70 50,000 2-Butanone(MEK) <5 <5 <5 <5 <5 <5 <5 350 50,000 ' Bromochloromerhane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 etrahydrofuran(THF) <5 <5 <5 <5 <5 <5 <5 Chloroform <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 10,000 1,1,1-Trichloroethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 200 50,000 ' Carbon Tetrachloride <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 1,1-Dichloropropene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Benzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 7,000 1,2-Dichloroethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 richloroethene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 20,000 ' 1,2-Dichloropropane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 30,000 Dibromomethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Bromodichloromethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 1,4-Dioxane <500 <500 <500 <500 <500 <500 <500 ' cis-1,3-Dichloropropene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.5 2,000 Methyl-2-Pentanone(MIBK) <5 <5 <5 <5 <5 <5 <5 350 50,000 Toluene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,000 50,000 trans-1,3-Dichloropropene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.5 2,000 1,1,2-Trichloroethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 ' etrachloroethene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 5,000 13-Dichloropropane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 2-Hexanone <5 <5 <5 <5 <5 <5 <5 Dibromochloromethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 Chlorobenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 100 500 ' 1,13,2-Tetrachloroethane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 J:\5119 HYA Land Aquisibon\Blackbum 21E\November 2005 ESA\Soil and Groundwater Results.xls II ' Table Laboratory Results-Groundwater Blackburn Auto Salvage Yard 211 Airport Road ' Hyannis,Massachusetts BBl BB2 BB3 BB4 BB5 BB6 BB7 MA GW-1 MA GW-3 Analyte 12122P-005 1JLS-005 12/22P005 1�2P_005 121S005 12P3Rta5 12n2P005 (u,fL) (u¢/L) ' Ethylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 700 4,000 meta-Xylene and para-Xylene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 10,000 50,000 ortho-Xylene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 10,000 50,000 Styrene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 100 50,000 Bromoform <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 50,000 ' Isopropylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Bromobenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,1,2,2-Tetrachloroedme <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 2 20,000 1,2,3-Trichloropropane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 t n-prop ylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 2-Chlorotoluene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,3,5-Trimethylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Chlorotoluene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 tert-Butylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 ' 1,2,4-Trimethylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 sec-Butylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,3-Dichlorobenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 600 8,000 Isopropyltoluene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,4-Dichlorobenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 5 8,000 1,2-Dichlorobenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 600 8,000 n-Butylbenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,2-Dibromo-3-chloropropane <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,2,4-Trichlorobenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 70 500 exachlmobutadiene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 90 Naphthalene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 20 6,000 1,2,3-Trichlorobenzene <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 ert-Butyl Alcohol(TBA) <20 <20 <20 <20 <20 <20 <20 Di-isopropyl Ether(DIPS) <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 Ethyl tert-butyl Ether(ETBE) <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 tert-Amyl Methyl Ether(TAME) <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1,3-Dichloropropene(11 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.5 2,000 ylenes(Mixed Isomers)[21 <0.5 <0.5 <0.5 <0.5 <0.5 4.5 <0.5 10,000 50,000 Polycylclic Aromatic Hydrocarbons by EPA Method 8270C Naphthalene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 20 6,000 2-Methylnaphthalene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 10 3,000 Acenaphthylene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 300 3,000 Acenaphthene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 20 5,000 uorene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 300 3,000 Phenanthrene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 300 50 Anthracene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 2,000 3,000 ' Huoranthene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 300 200 Pyrene <0.5 <0.6 <0.6 <0.6 <0.6 <0.5 <0.6 200 3,000 Benzo[a]anthracene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 1 3,000 Chrysene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 2 3,000 Benzo[blfluoranthene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 1 3,000 Benzo[klfluoranthene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 1 3,000 Benzo[a]pyrene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.2 3,000 1adeno[1,2,3-c,dlpyrene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.5 3,000 Dibenzo[a,hlanthracene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.5 3,000 Benzo[g,h,ilperylene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 300 3,000 MA DEP Extractable Petroleum Hydrocarbons n-C9 to n-C18 Aliphatic Hydrocarbons <540 <560 <560 <560 <560 <540 <560 4,000 20,000 ' n-C19 to n-C36 Aliphatic Hydrocarbons <540 <560 <560 <560 <560 <540 <560 5,000 20,000 n-CI I to n-C22 Aromatic Hydrocarbons <160 <170 <170 <170 <170 <160 <170 200 30,000 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons <160 <170 <170 <170 <170 <160 <170 MA DEP Volatile Petroleum Hydrocarbons n-05to n-C8 Aliphatic Hydrocarbons <20 <20 <20 <20 <20 <20 <20 400 4,000 n-C9 to n-C12 Aliphatic Hydrocarbons <20 <20 <20 <20 <20 <20 <20 4,000 20,000 n-C9to n-CIO Aromatic Hydrocarbons <20 <20 <20 <20 <20 <20 <20 200 4,000 Unadjusted a-05 to n-C8 Aliphatic Hydrocarbons <20 <20 <20 <20 <20 <20 <20 Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons <20 <20 <20 <20 <20 <20 <20 J:\5119 HYA Land Aquisition\Blackbum 21 EWovember 2005 ESA\Soil and Groundwater Results.xls I ' Table.q Laboratory Results-Groundwater Blackburn Auto Salvage Yard 211 Airport Road ' Hyannis,Massachusetts BB1 BB2 BB3 BB4 BBS BB6 BB7 MA GW-1 MA GW-3 Analyte 1SJ2005 1J>J2005 12/722P005 ls?2005 1SJL005 I2r2P-005 12MP005 (u¢/L) (ue/L) ' Methyl ten-butyl Ether(MTBE) <5 <5 <5 <5 <5 <5 <5 70 50,000 Benzene <1 <1 <1 <1 <1 <1 <1 5 7,000 Toluene <5 <5 <5 <5 <5 <5 <5 1,000 50,000 Ethylbenzene <5 <5 <5 <5 <5 <5 <5 700 4,000 meta-Xylene and para-Xylene <5 <5 <5 <5 <5 <5 <5 10,000 50,000 ' ortho-Xylene <5 <5 <5 <5 <5 <5 <5 10,000 50,000 Naphthalene <5 <5 <5 <5 <5 <5 <5 20 6,000 Xylenes(Mixed Isomers)131 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 10,000 50,000 ' Notes: [1]The result for 1,3-Dichloropropene is calculated as the sum of all quantified values for the analytes cis-1,3-Dichloropropen and trans-1,3-Dichloropropene. 121 The result for Xylenes(Mixed Isomers)is calculated as the sum of all quantified values for the analytes meta-and pars-Xylene and ortho-Xylene. 131 The result for Xylenes(Mixed Isomers)is calculated as the sum of all quantified values for the analytes meta-and pars-Xylene and ortho-Xylene. MA GW-1 and GW-3:Massachusetts Contingency Plan Method 1 Groundwater Standards,listed GW-1 and GW-3 Standards shown All samples collected 1222/2005 Samples analyzed at Groundwater Analytical,Buzzards Bay,Massachusetts ' SOURCE: Horsley Witten Group , 2006 I J:\5119 HYA Land Aquisibon\Blackburn 21 EWovember 2005 ESA\Soil and Groundwater Results.xls i � � � x 1 1 1 1 1 1 1 1 1 1 1 1 1 1 M am z o x 1 �I II 1 _= Atlantic } ENVIRONMENTAL TECHNOLOGIES,INC. APPENDIX A REMEDIATION COST ESTIMATE JANUARY 8, 2008 II 1 M ~F Atlantic ' ENVIRONMENTAL TECHNOLOGIES,INC. Environmental and Civil Engineering Services ' January 8, 2008 Mr. Raymond Blackburn Blackburn Auto Salvage ' 211 Airport Road Hyannis,MA 02601 ' RE: Revised Remediation Cost Estimate Blackburn Auto Salvage 211 Airport Road ' Hyannis, MA 02601 MADEP RTN#4-1081 ' Dear Mr. Blackburn: A Revised Remediation Cost Estimate is enclosed for your review. I 1. Remediation Cost Estimate This Remediation Cost Estimate Dated January 8, 2008 is based upon: • The current conditions at the site in December 2007 and ' • A more cost effective method of excavating and disposing of 2,667 tons of contaminated soil, estimated by Horsley Whitten Group on May 17, 2007. ' • Site Walk of January 7,2008 2. Timetable for Remediation Mr. Steve Cleary of O.R. Colan&Associates, of Warwick, RI has requested a timetable for the site cleanup. This timetable is based upon our recent discussions. The timetable begins after negotiations for the sale of the property are completed with the Barnstable Municipal Airport. ' Activily Timetable Tire Disposal, Fluid Disposal and ' Auto/Truck Disposal 3 months Solid Waste Disposal 1 month Office—(508) 992-6300 Whaling National Park Fax—(508) 992-5533 :,? 38 Elm Street ' ' E-mail—aetinc@rcn.com www.atlanticenvirotech.com New Bedford, MA 02740 mond s Atlantic Blackburn Salvage Blackburn Auto Salvage ENVIRONMENTAL TECHNOLOGIES,INC. 211 Airport Road,Hyannis,MA Cost Estimate for Remediation ' January 8,2008 Page 2 ' Soil Excavation, Stabilization& Off Site Disposal 1 month MADEP Reporting RAO Closure Report and AUL if required 1 month All of the above remediation activities can therefore be completed within six (6)months. ' If any regarding you have an questions din this Remediation Cost Estimate and Timetable Y g g please call me at(508)992-6300. ' Very truly yours, ' Toivo A. Lamminen,Jr. Principal/Licensed Site Professional ' Enc: Remediation Cost Estimate Dated 12/10/2007 Cc: Philip Boudreau, Esq. ' Steve Cleary, O.R. Colan&Associates Joseph E. Lor_go,Horsley Witten Group, Inc. :..5_.} r Atlantic Blackburn Raymond Blackburn Blackburn Auto Salvage ' ENVIRONMENTAL TECHNOLOGIES,INC. 211 Airport Road,Hyannis,MACost Estimate for Remediation January 8,2008 Page 3 Remediation Cost Estimate ' Blackburn Auto Salvage 211 Airport Road Hyannis, MA 02601 January 8,2008 Task Task Description Estimated Cost 1 Coordination/Supervision of Site Remediation $30,000.00 ' 2 Disposal/Autos, Solid Waste aste and Contaminated Soil ' a. Battery Disposal $ 0.00 b. Tire Disposal $25,000.00 ' c. Fluid Disposal $ 5,000.00 d. Disposal of Scrap Metal/Autos/Trucks $18,000.00 e. Solid Waste Disposal $51,750.00 ' f. Geophysical Survey $ 7,500.00 g. Additional Cleanup Based on Geophysical Survey $50,000.00 ' h. Contaminated Soils Excavation, Stabilization And Off Site Disposal $306,705.00 g. Laboratory Costs $25,000.00 ' 3 Bill of Lading/Manifests $ 4,000.00 4 MADEP Reporting a. Release Abatement Measure (RAM) Plan $ 7,500.00 ' b. Activity&Use Limitation(If Required) $ 8,500.00 c. Response Action Outcome (RAO) Closure Report $ 9,000.00 Subtotal $547,955.00 ' Contingency(25%) $136,988.75 Total Remediation Cost Estimate $684,943.75 <_ Mr.Raymond Blackburn Atlantic Blackburn Auto Salvage ' ENVIRONMENTAL TECHNOLOGIES,INC. 2C Airport Road;Hyannis,MA Cost Estimate for Remediation January 8,2008 Page 4 ' NOTES FOR TASK 2 DISPOSAL OF SOIL WASTE AND CONTAMINATED SOIL a. Battery Disposal—No Batteries are currently stored at the site. A battery recycler comes by every week for pickup. b. Tire Disposal—It is estimated that 10,000 tires still need to be disposed of C. Fluid Disposal—Seven 55-gallon drums need to be disposed of. d. Disposal of Scrape Metal/Autos/Tricks-About 250 vehicles are still present in the yard. Labor and transportation costs are estimated. e. Solid Waste Disposal—It is estimated that 500 tons of solid waste needs to be t removed. A cost of$103.50/ton is required to load and transport the solid waste for recycling in Maine. Construction debris cannot be taken to any landfill in Massachusetts. The solid waste must be taken out of state.. ' f. A geophysical survey will be completed by Geophysical Applications of Holliston,MA. Electromagnetic and Magnetometer surveys of the 4-acre salvage yard will cost$7,500.00. ' g. An additional $50,000.00 has been added to the remediation cost estimate to cover additional cleanup activities which maybe identified.by geophysical survey. ' h. Contaminated soils excavation, stabilization and off site disposal. Soil, totaling 2,667 tons as estimated by Horsley Witten will be excavated and stockpiled at the site. The soil will then be screened and stabilized on site by ' a company,which has a Beneficial Use Determination from the MADEP. Once stabilized,the soil can be disposed of at a Massachusetts landfill. Transportation and disposal charges are included in the total cost. A total cost of$115.00/ton is required for excavation, screening,on site stabilization, transportation and disposal at a Massachusetts landfill. i. Laboratory Costs—Atlantic estimates a total of$25,000.00 will be required for soil screening and confirmatory soil sampling. This total is based upon similar size projects recently completed by Atlantic. ' GENERAL NOTE a. Disposal rates used in developing the above Cost Estimate for Remediation are reflective of Fall, 2007 rates. These rates are subject to change. 1 1 1 ' 1 III ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � Atlantic ' IIOWAFMN TECHNOLOGIES,INC. 1 1 1 1 APPENDIX B ' RAM TRANSMITTAL FORM (BWSC106) 1 1 1 1 1 1 t 1 Massachusetts Department of Environmental Protection BWSC106 Bureau of Waste Site Cleanup ' Release Tracking Number RELEASE ABATEMENT MEASURE (RAM) q _ 1081 ' TRANSMITTAL FORM Pursuant to 310 CMR 40.0444-0446(Subpart D) A. SITE LOCATION: ' 1. Site Name/Location Aid: RAY BLACKBURN AUTO SALVAGE BAP 2. Street Address: AIRPORT RD ' 3. Cityrfown: HYANNIS 4. ZIP Code: 02601-0000 5. UTM Coordinates: a. UTM N: 14614261 b. UTM E: 1392291 ® 6. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. ® a. Tier IA ® b. Tier I ✓0 c. Tier IC ® d. Tier II 7. If a Tier I Permit has been issued, provide Permit Number: B.THIS FORM IS BEING USED TO: (check all that apply) 1. List Submittal Date of Initial RAM Plan(if previously submitted): ' (mm/dd/yyyy) 2. Submit an Initial Release Abatement Measure(RAM)Plan. a. Check here if the RAM is being conducted as part of the construction of a permanent structure. If checked,you must ® specify what type of permanent structure is to be erected in or in the immediate vicinity of the area where the RAM is to ' be conducted. b. Specify type of permanent structure: (check all that apply) i. School ii. Residential ❑ iii. Commercial ' ❑ iv. industrial v.Other Specify: 3. Submit a Modified RAM Plan of a previously submitted RAM Plan. 4. Submit a RAM Status Report. ' ❑ 5. Submit a Remedial Monitoring Report. (This report can only be submitted through eDEP,concurrent with a RAM Status Report.) ' a.Type of Report: (check one) i. Initial Report ii. Interim Report iii. Final Report b. Number of Remedial Systems and/or Monitoring Programs. A separate BWSC106A, RAM Remedial Monitoring Report, must be filled out for each Remedial System ' and/or Monitoring Program addressed by this transmittal form. ❑ 6. Submit a RAM Completion Statement. ' 7. Submit a Revised RAM Completion Statement. 8. Provide Additional RTNs: a. Check here if this RAM Submittal covers additional Release Tracking Numbers (RTNs). RTNs that have been previously linked to a Primary Tier Classified RTN do not need to be listed here. This section is intended to allow a RAM to cover more than one unclassified RTN and not show permanent linkage to a Primary Tier Classified RTN. ' b. Provide the additional Release Tracking Number(s) ❑ covered by this RAM Submittal. 11 ' (All sections of this transmittal form must be filled out unless otherwise noted above) Revised: 2/16/2005 Page 1 of 6 1 ' L71Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE RAM Release Tracking Number TRANSMITTAL FORM O - 1081 ' I Pursuant to 310 CMR 40.0444-0446(Subpart D) C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT RAM: 1. Identify Media Impacted and Receptors Affected: (check all that apply) ® a. Air ® b. Basement ❑ c. Critical Exposure Pathway ® d. Groundwater ❑ e. Residence ' ® f. Paved Surface ® g.Private Well ® h. Public Water Supply rl i. School ® j. Sediments ✓® k. Soil ❑ I. Storm Drain ❑ m. Surface Water ❑ n. Unknown .❑ o. Wetland ® p. Zone 2 ® q. Others Specify: 2. Identify all sources of the Release or Threat of Release,if known: (check all that apply) ' ❑ a. Above-ground Storage Tank(AST) ❑ b. Boat/Vessel ❑ c. Drums ❑ d. Fuel Tank ❑ e. Pipe/Hose/Line ❑ f. Tanker Truck ❑ g. Transformer ❑ h. Under-ground Storage Tank(UST) ' ❑ i. Vehicle IWI j. Others Specify: VEHICLES AT SALVAGE YARD 3. Identify Oils and Hazardous Materials Released: (check all that apply) ' ✓Z a. Oils ❑ b. Chlorinated Solvents ❑✓ c.Heavy Metals ❑ d. Others Specify: 1 D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts) ❑ 1. Assessment and/or Monitoring Only ❑ 2. Temporary Covers or Caps ❑ 3. Deployment of Absorbent or Containment Materials ❑ 4. Temporary Water Supplies ' ❑ 5. Structure Venting System ❑ 6. Temporary Evacuation or Relocation of Residents ❑ 7. Product or NAPL Recovery ® 8. Fencing and Sign Posting ❑ 9. Groundwater Treatment Systems ❑ 10. Soil Vapor Extraction ' ❑ 11. Bioremediation ❑ 12. Air Sparging r Revised: 2/16/2005 Page 2 of 6 Massachusetts Department of Environmental Protection ' Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM 4® - 1081 ' I Pursuant to 310 CMR 40.0444-0446(Subpart D) D. DESCRIPTION OF RESPONSE ACTIONS(cont): (check all that apply,for volumes list cumulative amounts) ❑✓ 13. Excavation of Contaminated Soils Q a. Re-use, Recycling or Treatment i. On Site Estimated volume in cubic yards 1800 ' ii.Off Site Estimated volume in cubic yards iia. Receiving Facility: Town: State: ' iib. Receiving Facility: Town: State: � iii. Describe: ❑ b. Store ❑ i.On Site Estimated volume in cubic yards ❑ ii.Off Site Estimated volume in cubic yards iia. Receiving Facility: Town: State: iib. Receiving Facility: Town: State: ' ✓❑ c. Landfill ❑✓ i.Cover Estimated volume in cubic yards 1800 ' Receiving Facility: 1201 MACARTHUR BLVD ITown: IBOURNE -� Mq State: ii. Disposal Estimated volume in cubic yards ' Receiving Facility: Town: � State: ❑ 14. Removal of Drums,Tanks or Containers: ' a. Describe Quantity and Amount: ' b. Receiving Facility: Town: State: c. Receiving Facility: Town: State: ' ❑ 15. Removal of Other Contaminated Media: a.Specify Type and Volume: ' b. Receiving Facility: Town: State: ' c. Receiving Facility: Town: State: 0✓ 16. Other Response Actions: Describe: REMOVAL OF 6,000 TIRES BY BOB'S TIRE IN NEW BEDFORD, MA.AND CONSTRUCTION ' DEBRIS. i ❑ 17. Use of Innovative Technologies.- Describe: Revised: 2/16/2005 Page 3 of 6 1 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE RAM Release Tracking Number TRANSMITTAL FORM 1I Pursuant to 310 CMR 40.0444-0446(Subpart D) E. LSP SIGNATURE AND STAMP: ' I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 4.02(2)and(3), and 309 CMR 4.03(2), and 1 (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge, information and belief, > if Section B of this form indicates that a Release Abatement Measure Plan is being submitted,the response action(s)that is (are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L. c.21 E and ' 310 CMR 40.0000, (ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.211E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders, permits,and approvals identified in this submittal; 1 > if Section B of this form indicates that a Release Abatement Measure Status Report and/or Remedial Monitoring Report is being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000 and(iii) 1 comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal; > if Section B of this form indicates that a Release Abatement Measure Completion Statement is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000, (ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies) with the identified provisions of all orders,permits,and approvals identified in this submittal: i I am aware that significant penalties may result, including, but not limited to, possible fines and imprisonment, if I submit information which I know to be false, inaccurate or materially incomplete. 1 1. LSP#: 6846 2. First Name: TOIVO A 3. Last Name: ILAMMINEN JR i 4. Telephone: (508)992-6300 5. Ext.: 6. FAX: 1 7. Signature: 1 8. Date: a ��H (m/ d/yyyy) 9. LSP Stamp: � OFhtgg�C' TWO A. LAMMINEN,JR. 1 f No.6846 O SctSTE F��'�\O 1 ATE PRO Revised: 2/16/2005 Page 4 of 6 LlMassachusetts Department of Environmental onmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE RAM Release Tracking Number TRANSMITTAL FORM _ 1081 Pursuant to 310 CMR 40.0444-0446(Subpart D) F. PERSON UNDERTAKING RAM: 1. Check all that apply: c. change in the person PP Y ® a.change in contact name ® b. change of address ❑ undertaking response actions 2. Name of Organization: BLACKBURN AUTO SALVAGE ' 3. Contact First Name: IRAYMOND 4. Last Name: BLACKBURN ' 5. Street: 211 AIRPORT RD 6.Title: OWNER 7. City/Town: HYANNIS 8. State: MA 9. ZIP Code: 02601-0000 ' 10. Telephone: (508) 775-2444 11. Ext.: U 12. FAX: ' G. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING RAM: 1. RP or PRP ✓❑ a. Owner ❑ b. Operator ❑ c. Generator d. Transporter ❑ e. Other RP or PRP Specify: ® 2. Fiduciary, Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ❑ 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ❑ 4. Any Other Person Undertaking RAM Specify Relationship: ' H.REQUIRED ATTACHMENT AND SUBMITTALS: 1.Check here if any Remediation Waste,generated as a result of this RAM,will be stored,treated, managed, recycled or ® reused at the site following submission of the RAM Completion Statement. You m ust submit a Phase IV Remedy Implementation Plan along with the appropriate transmittal form(BWSC108). 2. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s), permit(s) ® and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. ' 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the implementation of a Release Abatement Measure. ' ❑ 4. Check here if any non-updatable information provided on this form is incorrect,e.g. Release Address/Location Aid. Send corrections to the DEP Regional Office. ' ® 5. If a RAM Compliance Fee is required for this RAM, check hereto certify that a RAM Compliance Fee was submitted to DEP,P.0. Box 4062, Boston, MA 02211. ❑✓ 6. Check here to certify that the LSP Opinion containing the material facts, data, and other information is attached. ' Revised: 2/16/2005 Page 5 of 6 Massachusetts Department of Environmental Protection P BWSC106 Bureau of Waste Site Cleanup RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM - 1081 ' Pursuant to 310 CMR 40.0444-0446(Subpart D) I. CERTIFICATION OF PERSON UNDERTAKING RAM: ' 1. I,RAYMOND BLACKBURN attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this transmittal form, (ii)that, based on my inquiry of those individuals immediately responsible for obtaining the information,the ' material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete, and(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including,but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. 2. By: 3. Title: OWNER Signature ' BLACKBURN AUTO SALVAGE r` c's 4. For: 5. Date: (Name of person or entity recorded in Section F) (mm/dd/yyyy) 6. Check here if the address of the person providing certification is different from address recorded in Section F. ® P P 9 7. Street: 8. City/Town: 9. State: 10. ZIP Code: 11. Telephone: 12.Ext.: 13. FAX: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER ' BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) Revised: 2/16/2005 Page 6 of 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x � 1 1 1 1 1 1 1 1 1 1 1 Atlantic _ ENVIRONMENTAL TECHNOLOGIES,INC. ' i APPENDIX C MADEP BENEFICIAL USE DETERMINATION TO UNITED RETEX CORP., MEDWAY, MA i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 CERTIFIED MAIL # 7099 3400 001.6 6082 8096 BANE SWIFT Governor BOB DURAND Secretary LAUREN A.LISS Commissioner BENEFICIAL USE DETERMINATION BWP SW 13 United Retek Corporation Petroleum Contaminated Soil Use at Landfills Transmittal number: 41005117 Applicant Name: United Retek Corporation �. Mailing Address: 21 Trotter Drive Medway,,MA 02053 Name of Facility: See Section V.A. Facility Address: Operator: United Retek Corporation DEP Region: Department of Environmental Protection (the"Department" or"'DEP") Business Compliance Division 1 Winter Street Boston, MA 02108 Transmittal No.: 41005117 I This information is available in alternate format by calling our ADA Coordinator at(617)5744872. DEP on the World Wide Web: httpJAMww.state.ma.U$/dep Printed on Recyded Paper th red Rntt Corhon1don BF-.ITIC:IAL USF D I F.R:`:11NA"1,T)N ViT SW 13 Transminii! =1100141 I, I. APPLICATION INFORMATION A. Application Information for Beneficial Use Determination--BWP SW 13 Applicant Name: United.Retek Corporation Transmittal No.: 41005117 Application Prepared By: David.Peter United Retek Corporation 21 Trotter Drive Medway,MA 02053 Telephone No.: (508) 478-5500 B. Title of Submittal: BWP SW 13—Beneficial Use Determination—Major "Recycling of Soil" II. BENEFICIAL USE DETERMINATION PROPOSAL United Retek Corporation(URC)proposes to use processed.petroleum-contaminated soil (PCS) at Massachusetts' landfills as daily and intermediate cover. Processing includes mixing of the PCS in a pug mill with an asphalt emulsion at a ratio of between 2 and.6,percent emulsion to PCS. The soil mixes are designed to meet the performance standards for:daily and intermediate cover as prescribed in the Solid Waste Management Regulation, 310 CMR.19.000: Processed PCS that has a maximum permeability of IXI.0'S cmisec will be used as intermediate cover and be identified by the brand name InterCap. Processed PCS exceeding permeability rates of 1X1.0'5 will be used for daily cover and be identified by the brand name ReCap. Processing shall occur at remediation sites in accordance with 310 CMR 40.0.169. III. BENEFICIAL USE DETERMINATION APPROVAL This application complies with the requirements of3.10 CMR 19:000, "Solid Waste Management ' Facility Regulations,"and was reviewed.in accordance with section 1.9.060,,Beneficial Use Determinations. The Department determines that emulsified petroleum contaminated soil generated by URC may be used as alternative landfill daily-and intermediate cover subject to the conditions below. Furthermore,the Department determines that the processed PCS may be used as a grading and shaping material as may be authorized by a closure plan approved by the Department. IV. GENERAL PERMIT CONDITIONS A. This beneficial use determination approval means that the material(emulsified petroleum contaminated soil) is NOT classified as a solid waste ONLY when it is used in accordance with the requirements set forth in this beneficial use determination approval. The material shall not be handled or utilized in a manner that will result in the material becoming a solid waste. I 2 t hiitcd Rc!&-CorporXion BENEFICIAL USE. ht IFFRN•11NIA'T'ION-i F3WP SW I.: -Tamsmittal. 4-I U651 17 B. The beneficial use of this material shall be in compliance with other applicable state and federal laws and regulations. C. The Department reserves the right to rescind, suspend or modify this permit by the imposition of additional conditions based upon nuisance conditions,a determination of actual,or the threat of, adverse impacts.from the beneficial use of this material. D. URC shall provide the Department,within seven.(7)days or an alternative period prescribed by the Department,any information whi.ch.the Department may request and which is deemed by the Department to be relevant in determining whether,a cause exists to modify,revoke,or suspend a permit,or to determine whether URC is complying with the terms and conditions of the permit. E. Personnel Training. URC shall instruct;or give on, job training to all personnel ' involved in any activity authorized by the project approval. Such instruction or on- the-job training shall teach personnel how to comply with the conditions of the permit and to cant'out the authorized activity in a manner'that is not hazardous to 1 public health,safety,welfare,or the environment F_ Failure to comply with this.project_approval shall be grounds for enforcement action including without limitation,permit suspension_and revocation. G. Process Change. URC must notify the Department in venting of any proposed changes:in its process that may modify the physical or chemical nature of the material. A change in processing or use of the material other than specified in the beneficial use determination approval will require additional review and approval. H. Transfer of Permits:. Pursuant to 310 CMR 19.04.4, for a transferred permit to remain effective, written proof that the transfer has been completed must be provided to.the Department within 30 days of the effective date of the transfer. V. SOIL CONDITIONS ' A. This permit applies to only used and unused waste Oil petroleum contaminated soils, including gasoline and other light oil contaminated soils,.generated and processed in conformance with.3'10 CMR 40,0800, Comprehensive Response Actions,310 CMR 40.0400,Preliminary Response Actions and Risk Reduction Measures, and 3 10 CNM 40.003.0,Management Proceduresfor Remediation Waste, such as.a release abatement measure or remedy implementation plan. B. URC's processing of petroleum-contaminated soil must be performed at the site of generation. C. AnalyticaI Requirements. URC may limit the analytical requirements to the Oil and Hazardous Material(s)' that are known to constitute the release,.and those additional Oil and Hazardous Materials that are known or may reasonably be suspected to be present in the soil either as anthropogenic contaminants or from other known or suspected releases at or in the vicinity of the site,provided that: 1. The source(s)of the release of the petroleum contamination is known;P , '-See endnote on page S. 3 Unhi.d ttctek C'nrpor-Won BENEFICIAL BWP SW 13 -Transniiwil Y:41:00 1 i 7 t2. The Oil and Hazardous Material and hazardous constituent concentrations of the petroleum release are known; 3. The generator,using due diligence,determines that there is no reason to suspect or believe that the PCS has been impacted by any release of Oil or Hazardous Materials other than that of the known source OR identifies 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. 4. Due diligence shall consist of a search_of information and records reasonably available to the generator of the contaminated soil sufficient to make the detetininat.ion required by paragraph V.(C)3. Such records and information may include,but are not limited to,those of the generator, location of generation, the.Department's Bureau of Waste Site Cleanup, and the municipality(i.e.Board of Health,Fire Department)within which the site is Docated. 5. The generator shall include sufficient information justifying the limiting of the analytical requirements as part of the Site History Information. This shall include,at a minimum„the following: - a) the analytical parameters selected;. b) any screening analytical data(Le,total data for TCLP,headspace:data); c) the laboratory analytical data; d) a description of the release; I'I e) a physical description of the soil including the classi,LrAratial.rnethod used; f) a description of the site location with regards to current and former usage; g) a statement as to whether any other releases have occurred at or in the vicinity of the site which may have impacted the site., including the types of Oil and Hazardous Material:constituting those releases; ' h) a:statement as to whether the location is suspected or known to be impacted by any anthropogenic contaminants, including identification of those contaminants; and i) a statement that the generator has used.due diligence in making the determination. D. URC may use total analysis data,expressed in mg/kg dry weight,as a screening tool to determine the need for performing.TCLP testing. E. The concentrations of hazardous constituents in PCS accepted for processing shall I comply with the acceptance criteria specified in Table 1 -Acceptance Criteria, subject to the following: 1. The presence of any chlorinated solvent(s) (HVOCs)as a hazardous constituent(s)in the petroleum contaminated soil does not cause the soil to be either a characteristic or Iisted hazardous waste pursuant to 310 CMR 30.000. 2. URC may process soil containing polycyclicaromatic hydrocarbons (PAHs), Acid/Base/Neutral extractables(BNAs)or trace metals(e.g..vanadium),which 4 1?nit it Revek C(Irpornion BE\F..FICIAL USF DF"PIAIt-11-NNATION BWP S1 ' I� -Transmiti�l IUG_1l? are normally constituents either of virgin petroleum products or of the asphalt emulsion. URC may only process soil contaminated by constituents identified 1 in this permit. Soil,contaminated by additional constituents requires express written permission from the Department.prior to use at landfills. 3. PCS conforming to the standards listed in Table 1 and containing less than 2,000 ppm of Total Petroleum Hydrocarbons shall not be:processed and may be directly used as daily cover material in conformance with the Department policy COMM#97-001,Reuse and Disposal of Contaminated Soils and Sediments at Massachusetts Landfills. F. URC shall supply all Purchasers/Recipients of product containing recycled ' contaminated soil from URC with a notice specifying that the product was produced using regulated.recyclable materials. VI. LANDFILL REQUIREMENTS A. Prior to use of ReCap..or InterCap,each landfill.operator.shall.notify the.appropriate DEP regional office, in writing,at least two weeks prior to use that, he operator intends to use the.specified processed PCS,either ReCap or InterCap,for use as daily cover or intermediate cover. In certain cases, it may be necessary for the landfill to apply for a.modification of its.permit or other Department approval to use these materials. Use of ReCap for grading and shaping material will require a written approval from the Department in.all cases. B. The landfill operator shall immediately take appropriate steps to abate any nuisance �. conditions, including but not limited to dust and odor,generated by the use of ReCap or InterCap. C. URC shall not store greater than 2,50.0 cu. y& of PCS,whether in its-in-process or processed condition,at any of its processing sites unless a greater amount is expressly authorized in writing by the Department. ReCap as Daily Cover Maximum Daily Use. The daily quantity of ReCap that.may be used at a landfill shall not exceed the.quantity necessary to meet the performance standards for daily cover specified at 310 CMR 19.130 (15). A quantity in excess of this amount is considered disposal. Furthermore,ReCap used as daily cover is limited to a quantity no greater than twenty(20) percent by weight of the amount of waste disposed in that day or to achieve a six(6) inch depth of compacted material. ReCap used above this percentage or the six (6) inch depth is considered disposal. E. InterCap as Intermediate Cover 1. Hydraulic Conductivity. InterCap shall be sampled and analyzed at each site of generation to determine its hydraulic conductivity. At least three composite samples shall be collected and analyzed. In order for landfills to use InterCap the permeability must not exceed 1 X 10^5 cm/see. 5 r 1. nitiM Retek Corporak)n BE`F;FI:LI t.. U'S C}h:•'t'F:It. :llti,--11 } BWP SW is -l r insmittal 4100.53 17 2. Stockpiling of InterCap at landfills is limited to an amount equal to intermediate cover needs. 3. InterCap shall not be stockpiled for a period greater than twenty(20) days prior to use. F. ReCap as Grading and Shaping Material - l. Use of ReCap as grading and shaping material shall be limited to use in approved closure activities and requires written Department approval before use. 2. Landfill operators shall keep records specifying:where ReCap is used as grading.and shaping material and the quantity used at the landfill. This information shall:be.submitted with.the annual report required of landfills pursuant to 310 CMR 19.130 (34). 3. Stockpiling of ReCap for use as grading and shaping material is limited to an amount equal to grading and shaping material needs. 4. ReCap designated for use:as grading and shaping material shall not be stockpiled for a period greater than twenty(20)days prior to use. X. RIGHT OF APPEAL . Right to Appeal. Any person aggrieved by the issuance or denial of this.permit-decision except as provided for under 310'CMR 19.:037 (4)(b), may file an appeal for judicial review of said decision in accordance with the provisions of Massachusetts General Law(M.G.L.), Chapter 111, Section 150A not later than 30 days following the:receipt of the final permit. The standing of a person to file an appeal and the procedures for filing such appeal shall be governed by the provisions of M.G.L. c. 30A. Unless the person requesting an appeal requests and is granted a stay of the terms and conditions of the permit by a.court of competent jurisdiction,the permit decision shall remain effective or become effective at the conclusion of the 3:O day period.. Notice of Appeal. Any aggrieved person intending to appeal a grantor denial of a permit to.the Superior Court shall first provide notice of intention to commence such action. Said notice of intention shall include the Department file number and shall identify with.particularity the issues and reason why it is believed the permit decision was not proper. Such notice.shall be provided to the Office of General Counsel of the Department and the Deputy Division Director for Regulatory Standards of the Business Compliance Division at.least five days before the filing of an appeal. a) Office of General Counsel Department of Environmental Protection One Winter Street- Third Floor Boston,MA 02108 i 6 t. iaii��i Ret�k rnrhara.i;m BWP SW I -Transmittal i.41(?!1I 117 b) Deputy Division Director,.Regulatory Standards Department of Environmental Protection Business Compliance Division One Winter Street-Ninth Floor Boston,MA 02108 No allegation shall be made in any judicial appeal of a permit decision unless the matter complained of was raised at the appropriate_point.in the administrative review procedures established in these regulations,provided that a matter may be raised upon a showing that it is material and that it was not reasonably possible with due diligence to have been raised during such.procedures or that matter sought to be raised is of critical importance to the environmental impact of the permitted activity. If you have any questions regarding this matter, please contact Sean Griffin of the Business Compliance Division at(617)292-5967. Sincerely, Steven A. DeGabriele Date: L4 12-16Z Director Business Compliance Division Bureau of Waste Prevention CC: Heidi O'Brien, NERO Dave Ellis, SERO John Regan,CERO Dan Hall, WERO ' 7 (3#�ti,F.`E.•'IC:I:�I C�Z1-;!?1-:1'k:i2�lJ\A'L'I(}'l CiW P�;W 1 !'rnr-n,iva! 410051 . ' TABLE 1 -ACCEPTANCE CRITERIA ' TABLE 1 -ACCEPTANCE CRITERIA Contaminant Concentration'6,7 jArsenic(As) :5 0 mg/kg Cadmium(Cd) :5 0 mg/kg Chromium(Cr)*' _<500 mg/kg Mercury(Hg) 510 mg/kg Lead(Pb) 51000 mg/kg Chlorinated Solvents(HVOCs)*9110 S mg1kg Total Volatile Organic Compounds (VOCs)"O," :5500 m ?fig Total Petroleum Hydrocarbons (TPH) 560,000 mg/.kg Characteristic Hazardous Waste(TCLP) None'516. Listed Hazardous Waste other than MA01 None,? Ignitable,Corrosive., Reactive Hazardous Wastes(D001, None D.002, D003) Free Liquids None. Total Organic Carbon(TOC) Polychlorinated Biphenyls (PCBs)-6 <2 mg/kg Other Constituents '12 .Condition 4 FOOTNOTES *1 The term Oil and Hazardous Materials (OHMs) as used in this section includes both the materials listed as OHMs in 310 CMR 40.0000 and the hazardous constituents listed in 31.0 CMR 30.160. *2 Anthropogenic contaminants refers to any hazardous constituents or Oil and Hazardous Materials present in the soil that are ubiquitous and consistently present in the environment and in the vicinity of the site of generation; and attributable to atmospheric deposition of industrial process or engine emissions,fill materials containing wood or coal ash,and/or 8 B P its' 13 4100151 1 , tpetroleum residues that are incidental to the normal operation of motor vehicles. In urban locations, this may include but not be limited to such ` constituents as: As, Cd,Cr, Pb,and TPH. *5 Does not exceed the TC limit(31.0 CMR 30.125)for any TC constituent using the Toxicity Characteristic Leaching Procedure(310 CMR 30.155) except for benzene,toluene,and x lene(BTEX)}when these com pounds are known to have originated from a release of virginpetroleum products (gasoline,diesel, oils etc).+6 *6 These levels do not relieve the generator or facility from complying with any applicable Federal requirements under RCRA or TSCA. *7 The soil may not be either a characteristic or listed hazardous waste pursuant to 310 CMR 30.1.20 Characteristic of Hazardous Waste or 3.0.130 Lists of Hazardous Waste (other than MAOI). t *8 Trivalent chrome. *9 Expressed as total chlorinated solvents EPA Method - 8260(or its equivalent)_ *10 1800 ppm v/v headspace has been eliminated:as a acceptance criteria for gasoline contaminated soils. However, headspace.screening data maybe used in selecting:.samples for laboratory analysis of VOCs. In the case of soils that have been contaminated only Y b a release of gasoline and/or other virgin "light oils" (ie.kerosene,jet fuel and#`1 and 1 #2 oils) a headspace reading of less than. 150 ppm /v,performed in accordance with the methodology specified in Attachment III,will indicate compliance with a total VOC level of less than l5 mg/kg. Provided the generator has determined,in accordance with Condition(1) of this permit, that no VOCs other than those associated with the petroleum product(ie. BTEX,MTBE)are believed present in.the soil. *11 Total volatile organic compounds EPA Method g p 8260 (or equivalent) including BTEX, MTBE and a maximum of 5 mglkg chlorinated volatile organic compounds(HVOCs). *12 Constituents of petroleum - see Condition V.C.(4) of Section C. Special Conditions . 9