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0005 PUTNAM AVENUE - HAZMAT
Aut C4i�v, MA 03 ZD zitlantic® t ENVIRONMENTAL TECHNOLOGIES, INC. 1 1 � Engineers & Environmental Scientists 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Atlantic 1 1 1 RESPONSE ACTION ' OUTCOME (RAO) STATEMENT ' DEP RTN 4-10036 5 Putnam Avenue ! Cotuit, MA Prepared for: Daniel Crafton ' Department of Environmental Protection Emergency Response Team Southeast Regional Office ' 20 Riverside Drive Lakeville, MA 02347 Prepared by: ! Atlantic Environmental Technologies, Inc. P.O. Box 1051 Sandwich, MA 02563 ! April, 1995 AET Job No. 5222.0 'A-) Alantico _ ENVIRONMENTAL TECHNOLOGIES,INC. ENGINEERS&ENVIRONMENTAL SCIENTISTS ' 1 ' April 1, 1995 Mr. Daniel Crafton ' Department of Environmental Protection Bureau of Waste Site Cleanup 20 Riverside Drive Lakeville, Massachusetts 02347 Re: RESPONSE ACTION OUTCOME STATEMENT Residence, 5 Putnam Avenue Cotuit, Massachusetts ' DEP RTN 4-10036 Dear Mr. Crafton: ' Atlantic Environmental Technologies, Inc. (AET) is pleased to submit the accompanying Response Action Outcome (RAO) Statement and RAO Report for the property referenced above. ' The property is owned by Mr. Arthur Perry of the same address. On March 1, 1995, you gave verbal approve to AET to proceed with an Immediate Response Action (IRA) to excavate and remove contaminated soil in the release area. Mr. Perry submitted the IRA Plan for this action to the Department of Environmental Protection on April 21, 1995. Since the RAO Statement is being submitted within 120 days of your verbal approval to proceed with the IRA Plan, an IRA Completion Report is not required under 310 CMR 40.0000, the 1995 Revised Massachusetts Contingency Plan [Section 40.0427 (3)]. If you have any questions regarding this Response Action Outcome Statement, please do not ' hesitate to call. ' Very truly yours, ' ATLANTIC ENVIRONMENTAL TECHNOLOGIES, INC. ' Richard B. Learned Project Manager Hy dr ist, MS, 1 � Ro ert P. Warren ' Licensed Site Professional {Faunce Corner Office Park 221 E. Main St. Suite 205 P.O. Box 1051 86 Faunce Corner Rd. • Suite 410 Milford,MA 01757 Sandwich,MA 02563 ' N. Dartmouth,MA 02747 (508)478-2206 • FAX 478-0327 (508)888-9282 • FAX 888-5859 (508)997-5422 FAX 999-4060 L lAtlantic � 1 Mr. Daniel Crafton April 1, 1995 Page Two 1 Enclosures: RAO Statement Report 1 cc: , Wesley Marshall NCL Insurance Co ' Warren Rutherford ' Barnstable Town Manager Thomas McKean Barnstable Health Agent Arthur Perry r r r r r r r - , r r r r atlantic 1 ' TABLE OF CONTENTS Section I Response Action Outcome Statement Section II Response Action Outcome Statement Report i Cl) m -A 0 s - � _ � i Massachusetts Department of Environmental Protection °`BWSC-104 ' Bureau of Waste Site Cleanup ' RESPONSE ACTION OUTCOME (RAO) STATEMENT & Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM a _ 10036 Pursuant to 310 CMR 40.0180(Subpart B),40.0580(Subpart E)&40.1056(Subpart J) ' A. SITE OR DOWNGRADIENT PROPERTY LOCATION: Site Name:(optional) Street: 5 Putnam Avenue Location Aid: Corner of Main Street ' City/Town: Cotuit, MA ZIP Code: 02635 Check here if this Site location is Tier Classed. If a Tier I Permit has been issued,state the Permit Number: ' Related Release Tracking Numbers that this Form Addresses: If submitting an RAO Statement,you must document the location of the Site or the location and boundaries of the Disposal Site subject to this ' 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. If submitting a Downgradient Property Status Submittal, you must provide a site plan of the property subject to the submittal and,to the extent defined,the Disposal Site. B. THIS FORM IS BEING USED TO: (check all that apply) ' ® Submit a Response Action Outcome(RAO)Statement(complete Sections A,B,C,D,E,F.H.I,J and Q. Check here if this is a revised RAO Statement. Date of Prior Submittal: ' ❑ Check here if any Response Actions remain to be taken to address conditions associated with any of the Releases whose Release Tracking Numbers are listed above. This RAO Statement will record only an RAO-Partial Statement for those Release Tracking Numbers. Specify Affected Release Tracking Numbers: ' ❑ Submit an optional Phase I Completion Statement supporting an RAO Statement or Downgradient Property Status Submittal (complete Sections A, B.H, I,J,and Q. Submit a Downgradient Property Status Submittal(complete Sections A, B,G,H, I,J and K). Check here if this is a revised Downgradient Property Status Submittal. Date of Prior Submittal: Submit a Termination of a Downgradient Property Status Submittal(complete Sections A,B, I,J and L). Submit a Periodic Review Opinion evaluating the status of a Temporary Solution(complete Sections A,B,H,I,J and Q. Specify one: For a Class C RAO For a waiver completion Statement indicating a Temporary Solution 1 Provide Submittal Date of RAO Statement or Waiver Completion Statement: You must attach all supporting documentation required for each use of form indicated,including copies of any Legal Notices and Notices to Public Officials required by 310 CMR 40.1400. ' C. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply) Assessment and/or Monitoring Only F-] Deployment of Absorbant or Contaminent Materials ® Removal of Contaminated Soils Temporary Covers or Caps © Re-use,Recycling or Treatment Bioremediation O On Site ® Off Site Est.Vol.: 20.55 cubic yards Soil Vapor Extraction Describe: Asphalt Batching Structure Ventir J System Landfill O Cover O Disposal Est.'✓ol.: cubic yards Product or NAPL Recovery ' Q Removal of Drums,Tanks or Containers Groundwater Treatment Systems Describe: Air Sparging ' Removal of Other Contaminated Media Temporary Water Supplies Specify Type and Volume: Temporary Evacuation or Relocation of Residents Other Response Actions ❑ Fencing and Sign Posting Describe: SECTION C IS CONTINUED ON THE NEXT PAGE. ' Revised 47/95 Supersedes Forms BWSC-004 and 010(in part) Page 1 of 4 Do Not Alter This Form Massachusetts Department of Environmental Protection BWSC-104 . Bureau of Waste Site Cleanup , RESPONSE ACTION OUTCOME (RAO) STATEMENT & Release Tracking Number , DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM E -1 10036 Pursuant to 310 CMR 40.0180(Subpart B),40.0580(Subpart E)&40.1056(Subpart J) C. DESCRIPTION OF RESPONSE ACTIONS: (continued) , ❑ Check here if any Response Action(s)that serve as the basis for this RAO Statement involve the use of Innovative Technologies. (DEP is interested in using this information to create an Innovative Technologies Clearinghouse.) Describe Technologies: , D. TRANSPORT OF REM EDIATION WASTE: (if Remediation Waste was sent to an off-site facility,answer the following questions) Name of Facility: Bardon Trimount ' Town and State: Stoughton, MA 02072 Quantity of Remediation Waste Transported to Date: 20.55 cubic yards E. RESPONSE ACTION OUTCOME CLASS: - ' Specify the Class of Response Action Outcome that applies to the Site or Disposal Site. Select ONLY one Class: ❑ Class A-1 RAO: Specify one of the following: , O Contamination has been reduced to background levels. O A Threat of Release has been eliminated. Class A-2 RAO: You MUST provide justification that reducing contamination to background levels is infeasible. ❑ Class A3 RAO: You MUST provide both an implemented Activity and Use Limitation(AUL)and justification that reducing contamination , to background levels is infeasible. If applicable,provide the earlier of the AUL expiration date or date the design life of the remedy will end: , ❑ Class B-1 RAO: Specify one of the following: O Contamination is consistent with background levels 0 Contamination is NOT consistent with background levels. Class B-2 RAO: You MUST provide an implemented AUL. ' If applicable,provide the AUL expiration date: ❑ Class C RAO: ❑ Check here if you will conduct post-RAO Operation,Maintenance and Monitoring at the Site. Specify One: O Passive Operation and Maintenance O Monitoring Only O Active Operation and Maintenance(defined at 310 CMR 40.0006) ' F. RESPONSE ACTION OUTCOME INFORMATION: ❑ If an RAO Compliance Fee is required,check here to certify that the fee has been submitted. You MUST attach a photocopy of the payment. ' ❑ Check here if submitting one or more AULs. You must attach an AUL Transmittal Form(BWSC-113)and a copy of each implemented AUL related to this RAO Statement. Specify the type of AUL(s)below: (required for all Class A-3 RAOs and Class B-2 RAOs) O Notice of Activity and Use Limitation O Grant of Environmental Restriction Number of AULs attached: Specify the Risk Characterization Method(s)used to achieve the RAO described above and all Soil and Groundwater Categories applicable to the Site. More than one Soil Category and more than one Groundwater Category may apply at a Site. , Be sure to check off all APPLICABLE categories,even if more stringent soil and groundwater standards were met. Risk Characterization Method(s)Used: X❑ Method 1 ❑ Method 2 ❑ Method 3 Soil Category(ies)Applicable: FI] S-1 ❑ S-2 ❑ S-3 , Groundwater Category(ies)Applicable: X❑ GWA ❑ GW-2 ❑ GW-3 > When submitting any Class A-1 RAO or a Class B-1 RAO where contamination is consistent with background levels,do NOT specify a Risk Characterization Method. > When submitting any Class A-2 RAO or a Class B-1 RAO where contamination is NOT consistent with background levels,you cannot use an AUL to maintain a level of no significant risk. Therefore,you must meet S-1 Soil Standards,if using Risk Characterization Method 1. Revised 417/95 Supersedes Forms BWSC-004 and 010(in part) Page 2 of 4 , Do Not Alter This Form ' Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME (RAO) STATEMENT& Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM 4 _ 10036 Pursuant to 310 CMR 40.0180(Subpart B),40.0580(Subpart E)&40.1056(Subpart J) ❑ G. DOWNGRADIENT PROPERTY STATUS SUBMITTAL: ' ❑ If a Downgradient Property Status Submittal Compliance Fee is required,check here to certify that the fee has been submitted. You MUST attach a photocopy of the payment. ' ❑ Check here if a Release(s)of Oil or Hazardous Material(s),other than that which is the subject of this submittal,has occurred at this property. Release Tracking Number(s): O Check here if the Releases identified above require further Response Actions pursuant to 310 CMR 40.0000. Required documentation for a Downgradient Property Status Submittal includes,but is not limited to,copies of notices provided to owners and operators of both upgradient and downgradient abutting properties and of any known or suspected source properties. 1 H. LSP OPINION: 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 C' 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, > if Section B indicates that a Downgradlent Property Status Submittal 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 310 CMR 40.0183(2)(b),and(iii)complies(y) ' with the identified provisions of all orders,permits,and approvals identified in this submittal; > if Section B indicates that either an RAO Statement,Phase I 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 c M.G.L.c.21 E and 310 CMR 40.0000,and(iii)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal. 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. ❑ 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 geof. Robert P. Warren 7613 �'�Oh:v/4 LSP Name: LSP#: Stamp: � Ssq� Telephone: (508)888-9282 Ext.: o= ROBERT FAX:(optional) (5 888— 8 o WARRE�f .:, No.7613�a Signature: SiTEp4�� Date: I. PERSON MAKINd SUBMITTAL: Name of Organization: Name of Contact: Arthur Perry Title: ' Street: 5 Putnam Avenue City/Town: Cotuit State: MA ZIP Code: 02635 ' Telephone: (508)420-0665 Ext.: FAX:(optional) J. RELATIONSHIP TO SITE OF PERSON MAKING SUBMITTAL: (check one) ' ® RP or PRP Specify: 0 Owner O Operator O Generator O Transporter Other RP or PRP: ❑ Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ' ❑ Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ❑ Any Other Person Submitting This Form Specify Relationship: ' Revised 4/7/95 Supersedes Forms BWSC-004 and 010(in part) Page 3,of 4 Do Not Alter This Form Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME (RAO) STATEMENT & Release Tracking N nber DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM 4 _ 10036 Pursuant to 310 CMR 40.0180(Subpart B),40.0580(Subpart E)&40.1056(Subpart J) K. CERTIFICATION OF PERSON SUBMITTING DOWNGRADIENT PROPERTY STATUS SUBMITTAL: ' I, attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form;(ii)that,based on my inquiry of the/those individual(s)immediately responsible for obtaining the information,the material information contained herein is,to the best of my knowledge, ' information and belief,true,accurate and complete;(iii)that,to the best of my knowledge,information and belief,Ifthe person(s)or entity(ies)on whose behalf this submittal is made satisfy(ies)the criteria in 310 CMR 40.0183(2);(iv)that Ifthe person(s)or entty(ies)on whose behalf this submittal is made have provided notice in accordance with 310 CMR 40.0183(5);and(v)that i am fully authorized to make this attestation on behalf of the person(s)or entity(ies)legally responsible for this submittal. Ifthe person(s)or entity(ies)on whose behalf this submitt ''s made is/are aware that there dre significant penalties,including,but not limited to,possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. , By: Title: (signature) ' For: Date: (print name of person or-entity recorded in Section 1) Enter address of the person providing certification,if different from address recorded in Section I: , Street: City/Town: State: ZIP Code: , Telephone: Ext.: FAX:(optional) L. CERTIFICATION OF PERSON MAKING SUBMITTAL: , If you are completing only a Downgradient Property Status Suamittal,you do not need to complete this section of the form. I, Arthur Perry 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. Ifthe person or entity on whose behalf this submittal is made ads aware that there are significant penalties,including,but not limited to, 7 e i and imprisonment,f� mitting false,inaccurate,or incomplete information. . ' By-__ Title: $- (signature) For: Arthur Perry Dawi (print name of person or entity recorded in Section 1) Enter address of the person providing certification,if different from address recorded in Section I: ' Street: City/Town: State: ZIP Code: Telephone: Ext.: FAX:(optional) YOU MUST 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,AND YOU MAY INCUR ADDITIONAL COMPLIANCE FEES. Revised 417/95 Supersedes Forms BWSC-004 and 010(in part) Page 4 of 4 ' Do Not Alter This Form 1 1 � ' v 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 1 1 1 1 1 1 1 1 o :1 Atlantic TABLE OF CONTENTS 1.0 INTRODUCTION 1.1 Authorization 1.2 Limitations 2.0 GENERAL SITE INFORMATION 2.1 Site Location 2.2 Brief Site Description 2.3 Site Geology/Hydrogeology 3.0 SITE RELEASE HISTORY 3.1 Description of Release 3.2 Prior Immediate Response Actions 3.3 Description of AET's Immediate Response Action 3.31 Assessment 3.3.2 Excavation ` 3.4 Management of Remedial Wastes 3.5 Confirmatory Sampling 3.6 Environmental Monitoring Plan ' 4.0 SUPPORT OF RESPONSE ACTION OUTCOME 4.1 Uncontrolled Sources 4.2 Achieving Background Levels 4.3 Achieving Level of No Significant Risk 5.0 SUMMARY p 1 Atlantic° LIST OF FIGURES Figure 1 Site Map Showing Response Actions Area ' Figure 2 U.S.G.S. Map, Cotuit, MA, 1974 Figure 3 Assessor's Map, Cotuit, MA Figure 4 Groundwater Contour Map Showing Zone IIs, Cotuit, MA Figure 5 Limits of Release and Soil and Groundwater Sampling Locations 1 LIST OF TABLES Table 1 Analytical Results for Composite Soil and Groundwater Samples Collected at 5 1 Putnam Avenue, Cotuit, Massachusetts on March 20, 1995. Table 2 Analytical results for Confirmatory Soil Samples Collected From the Excavation at 5 Putnam Avenue, Cotuit, Massachusetts on April 25, 1995. LIST OF APPENDICES Appendix A Photographs Appendix B Laboratory Reports ' Appendix C Bill of Lading and Certificate of Recycling 1 Appendix D Qualifications of Persons Conducting the Investigation LIST OF PHOTOGRAPHS Photograph l - Response Action Area Within Orange Fencing ' Photograph 2 - Angled Soil Boring GP4 Photograph 3 - Stockpiling Clean Fill Photograph 4 - Structural Shoring of House Photograph 5 - Depth of Excavation 1 Atlantic 1.0 INTRODUCTION 1.1 Authorization This Response Action Outcome Statement (RAO)Report is submitted at the request of Mr. Arthur Perry of 5 Putnam Avenue, Cotuit, Massachusetts. Mr. Perry is the Potentially Responsible Party (PRP) for the site. The RAO was developed in accordance with Subpart J - Response Action Outcomes of 310 CMR 40.0000, the Revised 1995 Massachusetts Contingency Plan (MCP) and it incorporates all other applicable sections of 1 the MCP. It was developed under the oversight and direction of a Licensed Site Professional. N1.2 Limitations The scope of this report is limited to response actions taken by AET relative to the release ' described below, and is strictly limited to the horizontal and vertical limits of the excavation shown on Figure 1 and labeled the"Response Action Outcome Area". The Response Action Outcome Area is 15' x 12' x 15' deep. It is located on the east side of the house to the right of the entrance (Appendix A- Photograph 1). Further, this RAO is not intended as a source of any information or opinions concerning areas outside of the Response Action Outcome Area. -1- StIIRK D�AII� Figure 1 N t ' ' Site Map Showing Response Action Outcome Area 1 5 Putnam Avenue 1/2 STIIRY Cotuit, MA � SALTBQX I 17. 15 d LEGEND 7 z ,� >Y � R El Response Action Outcome Area Horizontal Limits 12 x 15 SEPTIC BRICK Vertical Limits - 15' PATM i { 1 LLJ I r (no scale) t A1n1 ENviRONMENTAL TECHNOLOGIES, INC. GARDEN _Engineers & Environmental Scientists 888-9282 Bus. I P.O. Box 1051 (508) Sandwich, MA 02563 (508) 888-5859 Fax Alantico 1 2:0 GENERAL SITE INFORMATION 2.1 Site Location ' Address: 5 Putnam Avenue Cotuit, Massachusetts 0263 5 County: Barnstable U.S.G.S. Quadrangle: Cotuit, 1974 (Figure 2) Assessor's Reference: Map 36, Parcel 34 (Figure 3) 2.2 Brief Site Description 1 The site is a level lot on the corner of Putnam Avenue and Main Street (Figure 3). It is 0.22 acres and completely developed by a two-story, wood-framed house, unpaved driveway and garden tool shed. The Cotuit Water Department supplies drinking water to the site and to the surrounding houses from its public water supply system. A town pumping well, referred to as Station #3, is located approximately 800 feet west of the site, placing the site within the Zone II of this and other town wells (Figure 4). Household ' septic is disposed of on-site through an on-site septic system. Runoff is controlled on-site. The only impervious surfaces are the rooftop areas. Precipitation shed from the rooftops infiltrates into the ground. Precipitation elsewhere on the site also infiltrates into the ground. ' The site is vegetated with ornamental bushes and shrubs. Areas of the site around the buildings are grassed and an unpaved driveway is located along the east side of the house. 2.3 Site Geology/Hydrogeology ' The site is located on a glacial outwash plain. Soils are comprised of well sorted sands and gravels.- Groundwater is approximately 45 feet below the ground surface (BGS) and the regional groundwater flow direction is towards the south/southeast. i 1 l 1 -2_ 1 . ,s _. •�• y Il G G� �\ \\•I 11n0 �\ Cp o 1 3 ' �: �• t � o � / q \\� � - QI O � CIS �i or�����\(�\ rry [��� /•� ((0� moo' \\ o `/(�` 2 �\� r N v,\f \l�• TA,lio � --S O, 0 ( f '✓ o Q C Io n ng\\ �` Cranb pl in lf� D C/,/� i•i c \�\ Bo O l O 6 y: L �l ` 4 •�Q o a a 0 {rlo \� O , ter o �� p o is yo cz s° " o \\ o CRo 1 0 I' .yvF o II _�\ V u\\ ,� �u•illy; Public I r 10 SITE 1 a h° riyu;%> ''=, ° ° •c I Tims Tiros o C:' U Jl -gnu• 11 \ CoveHandy o Y HoopersBeach Pt �. I oit=cis ) Yster / m ° Noisy- ' az arbors Pt /i�1u •o 1� $ Public Landing SI :::: s•• I FRYILEAI\ID �? Cove � Blu f �zo, OtU ° a3'' .... ..•Pt Tidal: Ile i\ mpsons I _..... e c k"—z Atlantic, P.O.BOX 1051 ' ENVIRONMENTAL TECHNOLOGIES,INC. SANDWICH,MA 02563 Engineers & Environmental Scientists (508) 888-9282 Figure 2 -U.S.G.S. Map, Cotuit, MA, 1974 � • - - - - 0 i -0 •J C. � r � � •Gl b 9P z• \.\ to 7q A N , . .. zo D� ll � ',,• o� 1.05 AC I. 37 t 2.61 AC \6 w U � goo 15 bB w s 804 32 e p .S`L� J. j2 ! 12 1ee_• Aq 99 PC by • tqp� w'� 4•e,e 10 j68kc_5 S3 N 2 P�NAM i ` coT�B FiRG O„tQ��rl • I SA ,4 o& 8 °1 A,gw 2 • • O ' SITE._ C ` P�! AG Z ,0 00 w • 9 yq taw e a \,'b�- 00 AC M '0 p0 T O r� 5fLf- 60 0° 0000OOE 1 Atlantic P.O.BOX 1051 ENVIRONMENTAL TECHNOLOGIES,INC. SANDWICH,MA 02563 Engineers & Environmental Scientists (508) 888-9282 Figure 3 - Assessor's Map, Cotuit, MA r 1 7' �• 0 Ilk + is+:::'r':• e............ so If 7 ti a•; tt�� ++ •7 , I N I 1 �l^ ,I. I '1 \ l O C �` i,. r3er +I i:ter•:;:'' �, . 1 ` bp ,�►' ,r� fit N `,> AO Handy n i Pt P 1 r. ft _ wa,`_`n.•� �CMt1 •✓ •+'. �• :: NOISY •� „It`�1 Ha • Yet '\ i�,n, �,Yortrl�+` .� •, Pt l �}" ' -� � ." '`•••' Cotuit InM iHl MPSO N Stan a ter- 70 N • Atlantic P.O.BOX 1051 ENVIRONMENTAL TECHNOLOGIES,INC. SANDWICH,MA 02563 Engineers & Enviromnental Scientists (508) 888-9282 Figure 4 - Groundwater Contour Map Showing Zone IIs, Cotuit, MA i o Atlantic 1 - 3.0 SITE RELEASE HISTORY 3.1 Description of Release On October 10, 1993, an Underground Storage Tank(UST) storing#2 fuel oil was excavated and removed by Mason Environmental Services, Inc. (MES) of Pocasset, Massachusetts as discussed in a report titled "Immediate Response Action Plan, Release 4- 10036, 5 Putnam Avenue, Cotuit, Massachusetts", prepared for Ms. Julie Hutchenson of the Department of Environmental Protection (DEP) dated March 9, 1994. According to Mr. Perry the UST had been out of service since at least 1988. Upon removal, the feed- line into the UST was found to be leaking, and had contaminated soil beneath it. 3.2 Prior Immediate Response Actions On December 23, 1993 MES excavated to a depth of approximately 12 feet and removed 28 cubic yards of contaminated soil. Soil samples were collected from the excavation sidewalls at 10 feet below grade and at the excavation bottom, and analyzed for Total Petroleum Hydrocarbons (TPH). Two of the sidewall samples had TPH levels of 820 and 1 3,200 parts per million (ppm) respectively, and the bottom sample had a TPH of 4,500 ppm. The excavation was discontinued due to the threat of structural damage to the foundation and backfilled with clean fill. MES submitted the IRA Plan to complete the remedial measure by capping the area with a clay/polyethylene closure seal. 3.3 Description of AET's Immediate Response Action i ' 3.3.1 Assessment On March 20, 1995 AET personnel collected.soil and groundwater samples at the site in the area of the release (Figure 5). The sample locations were labeled GPI Through GP4. Sample location GP l.was in the center of the release area, GP3 was at the southern edge ' of the release and GP2 was outside of the release area. Soil boring GP4 was an angle boring which allowed for sample collection beneath the building under the basement (Appendix A - Photograph 2). A more detailed description of the initial assessment is included in an AET report titled "Immediate Response Action Plan and Immediate Response Action Transmittal Form, Barnstable - RTN 4-10036, 5 Putnam Avenue, Cotuit, MA", prepared for Mr. Dan Crafton and dated April 26, 1995. The anal ical results indicated TPH contamination of soil at various depths in the release yt P area(Table 1). TPH levels between 50;and 1,200 ppm were detected in composite soil ' samples between the depths of 8 to 16 feet BGS. -3- - - r . PUTNAM ' AVE-NU2 13RAM iFigure 5 Limits of Release and Soil and Groundwater Sampling Locations � I . e 2 1/2 STDRY I� t 5 Putnam Avenue j SALTBQX I Cotuit, MA SCA ;_j LE 1`=20' �P G,;,3 LEGEND vs t U Z I Z Approximate Limits of Release Soil and Groundwater Sampling i Stt�TIC BRICK GP Locations PATIII 1 � (no scale) i L= i L zi 1 1 , Atlant1 } GARDEN ENVIRONMENTAL TECHNOLOGIES, INC. i + Engineers & Environmental Scientists P.O. Box 1051 - (508) 888-9282 Bus. Sandwich, MA 02563 (508) 888-5859 Fax �, I I o Atlantic ' TPH at levels above the DEP's Reportable Concentration of 500 m for S-1 soils as P PP outlined in the MCP, were restricted to samples collected from the interval of 8 to 12 feet tBGS. TPH was not detected below a depth of 16 feet BGS nor was it detected in either groundwater sample, GPl-W or GP3-W. Laboratory reports are included in Appendix B. 3.3.2 Excavation ' Between April 24 and 25, 1995, soil in the area of the release was excavated by Enviro- Safe, Inc. of Sagamore Beach, Massachusetts. Clean fill, used to backfilled the previous excavation conducted by MES, was stockpiled on the property (Appendix A-Photograph ' 3) Structural shoring of the house allowed for the excavation of contaminated soil along the foundation and beneath the house. The foundation wall in the vicinity of the excavation is inside the sill of the house by approximately two feet. This was a stone and mortar wall which collapsed as the work progressed. (Appendix A- Photograph 4). Soil between 7 and 15 feet BGS was excavated, loaded into a truck and taken to a recycling facility (Appendix A-Photograph 5). ' 3.4 Management of Remedial Wastes ' Approximately 31 tons were removed from the site and recycled into asphalt at the Bardon Trimount recycling facility in Stoughton, Massachusetts. The Bill of Lading and Certificate of Recycling are included in Appendix C- ' 3.5 Confirmatory Sampling lin � g i ' Confirmatory soil samples were collected from the four sidewalls of the excavation at approximately 14 to 15 feet BGS, and from the bottom of the excavation at 15 feet BGS, and analyzed for TPH by Groundwater Analytical of Buzzards Bay, Massachusetts. The ' analytical results show that TPH was,not detected in any of the four sidewall soil samples, while 56 ppm TPH was detected in the bottom soil sample (Table 2). Laboratory reports ' are included in Appendix B. 3.6 Environmental Monitoring Plan The threat of vertical migration of 42 fuel oil to the water table is minimal. Therefore, further environmental monitoring is not necessary. This opinion is based on the following: ' a the low levels of TPH in confirmatory samples les taken from the four sidewalls and � p the bottom of the excavation (Table 2), b) the great distance between the bottom of the excavation and groundwater (approximately 30 feet), c) groundwater contamination was not detected in groundwater samples•collected during ' AET assessment work described above (Table 1), and d) the low levels of TPH in soil samples collected during AET assessment work. ' —4— a o Atlantic ' ACTION 4.0 SUPPORT OF RESPONSE AC N OUTCOME O 4.1 Uncontrolled Sources In December of 1994 MES removed the UST and contaminated soil down to 12 feet eliminating them as uncontrolled sources of Oil'and/or Hazardous Material (OHM). ' Further excavation of contaminated soil under AET supervision has eliminated most of the remaining contaminated soil as an uncontrolled source of OHM. ' 4.2 Achieving Background Levels Background TPH levels across the site, outside of the Response Action Outcome Area, ' are assumed to be below detection limits based on the absence of TPH in composite soil samples collected at sample location GP2 which is outside of the release area, and the fact that the use of the site has been residential throughout its history. Confirmatory soil samples from the four sidewalls of the excavation indicate that TPH levels in the Response Action Outcome Area, in soils above 15 feet BGS, have been remediated to background levels (Table 2). This has been achieved by the complete excavation and removal of ' contaminated soil above 15 feet, and its replacement with clean fill. TPH levels in the Response Action Outcome Area in soils below the bottom of the ' excavation are well below the Cleanup Standard for S-I soils of 500 ppm. TPH levels between 15 feet BGS (the bottom of the excavation) and 16 feet BGS (below which no TPH was detected in soil samples) are in the area of 50 ppm. This is based on analytical results of soil sampling on March 20, 1995, that show a TPH level of 50 ppm in a soil sample composite from the interval 13 to 16 feet BGS (Table 1), and a confirmatory soil sample collected at the bottom of the excavation that show a TPH level of 56 ppm (Table 2). These levels, over time, will be reduced to background by natural degradation processes. It was determined on-site that achieving background was infeasible based on economic factors. Excavating the remaining contaminated soil would have jeopardized the building. 1 At 15 feet, the basement floor showed signs of undermining which would have threatened the support structures that were set up in the basement to hold up the building. Structural damage to the house would have resulted in a dramatic increase in the cost of the project. ' 4.3 Achieving Level of No Significant Risk Analytical results of confirmatory soil samples taken from the sidewalls and bottom of the excavation, indicate all fuel oil-contaminated soils with a TPH level above the Method-1 Cleanup Standard for S-1 Soils (500 ppm) have been removed from the Response Action ' Outcome Area. Some contaminated soil remains between the interval 15 to 16 feet BGS. ' -5- Iz ' O 1 Atlantic This soil, however, is deep enough to render it inaccessible to human receptors for all current and reasonably foreseeable future uses of the property. 1 The only environmental receptor near the release area is groundwater. Groundwater ' samples from two monitoring locations in and near the release area indicate that groundwater has not been impacted by the release (Table 1). Since groundwater is approximately 45 feet BGS, it is not threatened by the remaining low levels of TPH in the 1 soil. Further, with the low levels of TPH, and the distance between the public supply well and the release area, it is our opinion that the public supply well is not threatened by the release. 1 1 1 1 _ 1 1 1 ' R 1 Atlantic° 5.0 SUMMARY 1 Based on the fact that all contaminated soil with a TPH level greater than the Method-1 Cleanup Standard of 500 ppm has been excavated and removed from the release area, and 1 that no human or environmental receptors are threatened by the remaining contaminated soil, we believe that a condition of No Significant Risk exists and a Permanent Solution has been achieved within the Response Action Outcome Area. In our opinion, the 1 conditions, as set forth in the MCP, for a Class A-2 Response Action Outcome, have been met at the site. 1 i 1 1 ` 1 1 1 1 1 ' -7- 1 Atlantic Table 1: Analytical results for composite soil and groundwater samples collected at 5 Putnam 1 Avenue, Cotuit, Massachusetts on March 20, 1995. Intervals of ' Composite Soil Soil Boring Samples or TPH Location GW Sample (ppm) 1 Depth (ft BGS) 1 - GPl-Sl 0 - 9 ND 1 GPI-S2 9 - 13 220 GPI-S3 13 - 16 50 1 GP1-S4 16 - 20 ND GPI-S5 22-24 ND GPI-S6 26 - 28 ND 1 GPI-S7 31 -33 ND GPI-W 45 ND ' GP2-S 1 4 - 8 - ND GP2-S2 8 - 12 ND 1 GP2-S3 12 - 16 Sample Lost GP2-S4 16 - 20 ND GP2-S5 20 - 23 ND 1 . GP3-S 1 8 - 12 1,200 GP3-S2 12 - 16 ND 1 GP3-S3 16 - 20 ND GP3-S4 22 - 24 ND 1 GP')-W 45 ND GP4-S 1 8 - 10 590 1 GP4-S2 1 2 - 14 ND P4- 3 16 - 18 ND 1 GPl-S2 Soil.Sample Location 1, Soil Sample 2 GPI-W Groundwater Sample From Soil Sample Location 1 ND Below Laboratory's "Practical Quantitation Limits" BGS Below Ground Surface 1 1 a 1 Atlantic,° Table 2: Analytical results for confirmatory soil samples collected from the excavation at 5 Putnam Avenue, Cotuit, Massachusetts on April 25, 1995. 1 Confirmatory Sample 1 Sample Depth TPH Location (ft BGS) (ppm) (Pertains to Excavation) 1 North Sidewall 14 - 15 BRL ' East Sidewall 14 -15 BRL South Sidewall 14 15 BRL 1 West Sidewall 14 -15 BRL (Under House) 1 Bottom 15 56 BRL Below Laboratory's "Reporting Limits" 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 D DZ 1 v X i i i 1 1 ' 1 , i 1 !� . 1 I �I 1 1 1 1 1 ' APPENDIX A ' Photographs 1 1 1 1 1 ¢ _. ' �._ �• t *F„ �'-r.� ��� - is s.,1y ' Photograph 1 -Response Action Outcome.Area Within Orange Fencing E IL i t _ Photograph 2 - Angled Soil Boring GP4 •7 d Ott r�' •------•---- , . 4 •s- A. E w�•'w.��sv � a. - - �taw.�x. ,��¢ .�1�/ w " fix.. � • a _ 'iitt'SK� - 2 f a . �s r' r► - 3 5• _�v I i ' 4 i 1 i i _ A. Photograph 5 -Depth of Excavation 1 1 1 1 1 % 1 '� 1 ' ' I � 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 1 1 I APPENDIX B Laboratory Reports 1 1 " li II APPENDIX B INCLUDES: Laboratory Reports from Initial Site Assessment......March 20, 1995 1 Laboratory Reports from Excavation..............April 24 and 25, 1995 1 l 1 1 1 1 1 1 PI I. r 1 Laboratory Reports from Initial Site Assessment......March 20, 1995 1 1 1 1 1 1 1 1 ` O CleanHarbor ENVIRONMENTAL SERVICES, INC. 325 WOOD ROAD•BRAINTREE, MA 02184 (617)849-1800 :e REPORT OF ANALYSIS Atlantic Environmental Services, Inc. PO Box 1051 Sandwich, MA 02563 Project: PERRY 5022 Date Received: 03/21/95 P.O. #: 1342 CHES Lab #: 9503320 Attn: Mr. Richard Learned Enclosed are the results for the sample(s) delivered to our laboratory (DEP ' Laboratory ID# M-MA032) on the date indicated above. The methods listed represent those methodologies which were used to develop the best analytical techniques. Analytical results and quality assurance protocols are based on these guidelines. These meet the requirements for the reporting of results under the RCRA, NPDES and Safe Drinking Water Act ' regulations. I Clean Harbors Environmental Services has an active program of quality assurance and quality control. The program closely follows the guidance provided in ' the EPA Contract Laboratory Program Statement of Work (organic and inorganic) , the guidance provided in SW-846, and many other pertinent documents. Should you have any questions concerning this work, please do not hesitate to contact me. ' The information contained in this report is, to the best of my knowledge, accurate and complete. Per/Date: !(,�• l_ ,0 3�3/IJ ' Michael J. Murray Laboratory Manager ' "People andTechnology Creating a Better Environment" leanHarborSClient: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-01C Sample I.D. : GP1-Sl Date Received: 03/21/95 Sample Type: Soil Analysis Method Number Parameter PQL Result Units Date and Reference Total Solids -- 97.1 % 03/22/95 2540G(b) Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. 'TjQanHarbor5 Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-02C Sample I.D. : GP1-S2 Date Received: 03/21/95 Sample Type: Soil Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference Petroleum Hydrocarbon 40 220 03/27/95 03/28/95 5520E/F/C(b) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) * = mg/kg Soil/solid samples based on sample dry weight t!eanHar6'o7rs*- Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-02C Sample I.D. : GP1-S2 Date Received: 03/21/95 Sample Type: Soil ' Analysis Method Number Parameter PQL Result Units Date and Reference Total Solids -- .95.6 % 03/22/95 2540G(b) Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. t tleanHarVo'mr�s@ Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-03C Sample I.D. : GP1-S3 Date Received: 03/21/95 Sample Type: Soil iExtraction Analysis Method Number Parameter PQL* Result* Date Date and Reference Petroleum Hydrocarbon 40 50 03/27/95 03/28/95 5520E/F/C(b) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) * = mg/kg ' Soil/solid samples based on sample dry weight 1 i 1 - 1 1 1 1 1 1 TLIeanHar2bnoro Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-03C Sample I.D. : GPI-S3 Date Received: 03/21/95 Sample Type: Soil ' Analysis Method Number Parameter PQL Result Units Date and Reference Total Solids -- 96.4 % 03/22/95 2540G(b) 1 Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. i 1 1 o leadarborS t Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-04C Sample I.D. : GP1-S4 Date Received: 03/21/95 Sample Type: Soil Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference .Petroleum Hydrocarbon 40 ND 03/27/95 03/28/95 5520E/F/C(b) Oil & Grease by IR I' Notes: ND = Below practical quantitation limit (PQL) * = mg/kg Soil/solid samples based on sample dry weight 1 TjqanHar6'o7r*s- Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-04C Sample I.D. : GPl-S4 Date Received: 03/21/95 Sample Type: Soil Analysis Method Number Parameter PQL Result Units Date and Reference Total Solids -- 96.5 % 03/22/95 2540G(b) Notes: ND = Below practical quantization limit (PQL) Soil/solid samples based on sample dry weight. 1 i . 1 1 1 1 1 1 1 1 L TjqanHarbor3° Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-05C Sample I.D. : GP1-S5 Date Received: 03/21/95 Sample Type: Soil Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference Petroleum Hydrocarbon 40 ND 03/27/95 03/28/95 5520E/F/C(b) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) * = mg/kg Soil/solid samples based on sample dry weight � o r TjkanHarborS Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-05C Sample I.D. : GP1-S5 Date Received: 03/21/95 Sample Type: Soil ' Analysis Method Number Parameter PQL Result Units Date and Reference ' Total Solids -- 96.5 % 03/22/95 2540G(b) ' Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. I TjeanHarbor5o Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-06C Sample I.D. : GPl-S6 Date Received: 03/21/95 Sample Type: Soil Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference ' Petroleum Hydrocarbon 40 ND 03/27/95 03/28/95 5520E/F/C(b) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) * = mg/kg Soil/solid samples based on sample dry weight TleanHarborS' Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-06C Sample I.D. : GPl-S6 Date Received: 03/21/95 Sample Type: Soil ' Analysis Method Number Parameter PQL Result Units Date and Reference Total Solids -- 96.5 % 03/22/95 2540G(b) ' Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. r t an ar or e . Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-07C Sample I.D. : GP1-S7 Date Received: 03/21/95 Sample Type: Soil Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference ' Petroleum Hydrocarbon 40 ND 03/27/95 03/28/95 5520E/F/C(b) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) * _ mg/kg Soil/solid samples based on sample dry weight 1 f O S TjoanHar600rNs- Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-07C Sample I.D. : GPI-S7 Date Received: 03/21/95 Sample Type: Soil Analysis Method Number Parameter PQL Result Units Date and Reference ' Total Solids -- 96.8 % 03/22/95 '2540G(b) ' Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. �P leanHarborS G Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320-08C Sample I.D. : GP1-W Date Received: 03/21/95 Sample Type: Water Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference ' Petroleum Hydrocarbon 0.2 ND 03/22/95 03/29/95 418.1(a) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) * — mg/1 Soil/solid samples based on sample dry weight r P TleanHar or' QUALITY CONTROL REPORT OF ANALYSIS ' CHES LAB. NO. 9503320 The attached quality control data were generated during the analysis of these ' samFles. All results have been generated in accordance with the procedures as stated in the Clean Harbors Environmental ' Services, Inc. Quality Assurance/Quality Control Manual and pertinent standard operating procedures, which are available for review. The attached has been ' submitted for informational purposes only. 0 r. lean Harb or Client: Atlantic Environmental Services, Inca CHES Lab #: 9503320 ' BLANK ANALYSIS ' Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference ' Petroleum 03 27 95 on 40 ND Hydrocarbon 03 27 95 5520E/F/C(b) y / / / / Oil & Grease by IR ' Notes: ND = Below practical quantitation limit (PQL) = mg/kg Soil/solid samples based on sample d'ry weight r t r TjeanHarjrj ' Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503320 ' BLANK ANALYSIS ' Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference 1 Petroleum Hydrocarbon 0.2 ND 03/22/95 03/22/95 418.1(a) Oil & Grease by IR ' Notes: ND = Below practical quantitation limit (PQL) * = mg/l Soil/solid samples based on sample dry weight MEW M M M MMNM . M M M M M M M i M " 1 Cleada! 2 Clean Harbors Analytical Services, Inc.,325 Wood Rd., Braintree, MA 02184 CHAIN OF CUSTODY RECORD Sample Custodian—(617)849-1800 Page of Client: fz4aJ!L Env 1 LILY! . Project Name: �� - Work Order/P.O. N: Date: Report To:kIu1a to k1fL1,,-,'7,eC1 — Address: /�L7 �G�X IL�J JLT�7C�LcJ/!h zj'Z / Phone N: 261 92 OL Dale Samples Collected: ,_'�lU� �/> by: Date Samples Received: Airbill/Bill of Lading? Y NOTE: Samples received unpreserved will be preserved upon arrival at CHAS. Samples were: Preserved Unpreseved Sampling Information Analysis _- a P( of4a- Sample I.D. t� con. CHAS Sample N Date Time Station Location Sample Matrix 1so 3 3 a o eP - s 3V GP - 52 k { a / - s 3 X l03 c. lt5- lo: l _ s 6 ia:.. 6 01.0 1 ��c GPI v VOA Vial REMARKS/COMMENTS:(Sample storage, Relinquished by: nonstandard bottles,cautions,special instructions) Date: Time: Glass'Bottle Received Plastic Bottle Date: Time: Pres. Relinquished by: Date: - Time:_ - Volume Received by: Preservation Key:A—Acidified with Date: - Tim _10)1 `.r B—Filtered,C—Sample chilled, D— NaOH, E— NaThiosulfale,W— Sample Ambient, F—Other Standard laboratory turnaround time is 2 weeks from dale of receipt. Accelerated turnaround may be assessed a surcharge. Location of samples: a_ L Accelerated turnaround requested: Confirmed by: Surcharge: Turnaround: 24 Hrs. 48 Hrs. t Week 2 Weeks Other: CHI 119 ' r Clean Harbor3 ENVIRONMENTAL SERVICES, INC. - ' 325 WOOD ROAD•BRAINTREE,MA 02184 (617)849-1800 REPORT OF ANALYSIS i Atlantic Environmental Services, Inc. PO Box 1051 Sandwich, MA 02563 Project: PERRY 5022 Date Received: 03/21/95 P.O. #: 1342 CHES Lab #: 9503321 Attn: Mr. Richard Learned Enclosed are the results for the sample(s) delivered to our laboratory (DEP Laboratory ID# M-MA032) on the date indicated above. The methods listed represent those methodologies which were used to develop the best analytical techniques. Analytical results and quality assurance protocols are based on these guidelines. These meet the requirements for the reporting of results under the RCRA, NPDES and Safe Drinking Water Act regulations. 1 Clean Harbors Environmental Services has an active program of quality assurance and quality control. The program closely follows the guidance provided in the EPA Contract Laboratory Program Statement of Work (organic and inorganic) , the guidance provided in SW-846, and many other pertinent documents. Should you have any questions concerning this work, please do not hesitate to ' contact me. ' The information contained in this report is, to the best of my knowledge, accurate and complete. Per/Date: ' Michael J. Murray Laboratory Manager ' "People and Technology Creating a Better Environment" R ! tjean ar or% Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503321-01C ' Sample I.D. : GP2-S1 Date Received: 03/21/95 Sample Type: Soil Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference Petroleum Hydrocarbon 40 ND 03/28/95 03/28/95 5520E/F/C(b) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) * = mg/kg Soil/solid samples based on sample dry weight r a TipanHar67or Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503321-01C Sample I.D. : GP2-S1 Date Received: 03/21/95 Sample Type: Soil Analysis Method Number Parameter PQL Result Units Date and Reference Total Solids -- 96.6 03/22/95 2540G(b) ' Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. i J leanHarbors t Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503321-02C tSample I.D. : GP2-S2 Date Received: 03/21/95 Sample Type: Soil ' Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference tPetroleum Hydrocarbon 40 ND 03/28/95 03/28/95 5520E/F/C(b) Oil & Grease by IR t Notes: ND = Below practical quantitation limit (PQL) * = mg/kg ' Soil/solid samples based on sample dry weight t t t t t t t t t t t J t1pnHarbors ' Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503321-02C Sample I.D. : GP2-S2 Date Received: 03/21/95 Sample Type: Soil ' Analysis Method Number Parameter PQL Result Units Date and Reference ' Total Solids -- 96.1 % 03/23/095 2540G(b) Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. 1 1 J fjeanHarborS Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503321-03C ' Sample I.D. : GP2-S4 Date Received: 03/21/95 Sample Type: Soil ' Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference ' Petroleum Hydrocarbon 40 ND 03/28/95 03/28/95 5520E/F/C(b) Oil & Grease by IR ' Notes: ND = Below practical uantitation limit P L P q ( Q ) k = mg/kg ' Soil/solid samples based on sample dry weight 1 J z tleanHarb' ors ' Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503321-03C Sample I.D. : GP2-S4 Date Received: 03/21/95 Sample Type: Soil Analysis Method Number Parameter PQL Result Units Date and Reference ' Total Solids -- 96.5 % 03/22/95 2540G(b) ' Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. i 1 ' TjqanHarborS Client: Atlantic Environmental Services , Inc. CHES Lab #: 9503321-04C ' Sample I.D. : GP2-S5 Date Received: 03/21/95 Sample Type: Soil ' Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference_ ' Petroleum Hydrocarbon 40 ND 03/28/95 03/28/95 5520E/F/C(b) Oil & Grease by IR i Notes: ND = Below practical quantitation limit (PQL) X = mg/kg Soil/solid samples based on sample dry weight I TleanHarbors Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503321-04C Sample I.D. : GP2-S5 Date Received: 03/21/95 Sample Type: Soil ' Analysis Method Number Parameter PQL Result Units Date and Reference Total Solids -- 96.5 % 03/22/95 2540G(b) ' Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. n tie-anHar! r3-'�' QUALITY CONTROL ' REPORT OF ANALYSIS CHES LAB. NO. 9503321 ' The attached quality control data were generated during the analysis of these t samples. All results have been generated in accordance with the procedures as stated in the Clean Harbors Environmental ' Services, Inc. Quality Assurance/Quality Control Manual and pertinent standard operating procedures, which are available for review. The attached has been submitted for informational purposes only. 1 .•aj e lea n a r or sh- ' Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503321 ' BLANK ANALYSIS ' Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference ' Petroleum Hydrocarbon 40 ND 03/28/95 03/28/95 5520E/F/C(b) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) = mg/kg Soil/solid samples based on sample dry weight leanHa Clean Harbors Analytical Services. Inc., 3225 Wood Rd., Braintree, MA 02184 CHAIN OF CUSTODY RECORD Sample Custodian—(6171 849-1800 Page � o} Client: "r 1G9�'J>•1 L� 1_f / G.[! Project Name:a Work Order/P.O. #: I K Date: Report To: P)c hor-e-1 f�- �d��rl Address: 0 �aX D S �� 1� e� � Phone#: !3 7� Date Samples Collected: �J �q� by: 1� � 1----- Date Samples Received: Airbill/Bill of Lading? Y N NOTE: Samples received unpreserved will be preserved upon arrival at CHAS. Samples were: Preserved Unpreserved Sampling Information Analysis k to,v of 3 /ail Sample I.D. con. CHAS Sample N Dale Time Station Location Sample Matrix R �23 91 +Oc Ak ( oaC �rJ U. G P,;- � ,-31 o 6P VOA Vial REMARKS/COMMENTS:(Sample storage, Relinquished by: nonstandard bottles,cautions,special instructions) Date: Time: Glass Bottle .. GPa -S3 6r'c1k�N rry fncnsrf� Received r Plastic Bottle Date: Time: Pres. Relinquished by: Date: 3 1 Time: 10' Volume Received by: Preservation Key:A—Acidified with Date: Time: B—Filtered,C—Sample chilled, D— NaOH, E — NaThiosullate, W— Sample Ambient, F—Other Standard laboratory turnaround time is 2 weeks from date of receipt.Accelerated turnaround may be assessed a surcharge. Location of samples: Accelerated turnaround requested: C InI111111rd by.. _. .._.._._.._.._-___...:.__......_.-__.-...__..__.___.,___.__.—_..Surcharge: .__-_____—_. Turnaround: 24 His. 48 Hrs. t Week Weeks Other: clll 119 t1eanHar6'o7rs*- Method Reference (a) 'Ttedxxis for Chemical Analysis of hater and Wastes," Publication EPA-600/4-79-020, U.S. Enrvirormmental Protection Agency, Enmvirannemtel Monitoring and import Laboratory, Cincdmati, 1979, revised March 1983. ' (b) "Stallard Methods for the Examination of hater and Wastewater." 18th ad., American public Health Association, American hater Works Association, Water Pollution Control Federation, Washington, D.C., 1992. (c) "Test Methods for Evaluating Solid Waste: Physical/Chemical Methods," 3rd ad., U.S. Environmental Protection Agency, Office of Solid Waste aid Emerge cy Response, Washington, D.C., November 1986, updated July 1992. (d) "The Determination of Polychlorinated Biphemyls in Transformer Fluid and Waste Oils," Publication EPA-600/4-81-045, U.S. Environmental Protection Agercy, Enviranmmentat Monitoring and 94*ort Laboratory, Cincirrmati, September 1982. (e) "Hazardous Waste Management System; Identification and Listing of Hazardous Waste; Toxicity Characteristic Revisions; Final Rule," Federal Register, Vol. 55, No. 126, Friday, June 29,1990, and revision in Federal Register, Vol. 57, No. 2Z7, Tuesday, November 24, 1992. (f) "Guidelines Establishing Test Procedures for Analysis of Pollutants," Code of Federal Regulations, Part 136 Appendix A and Appendix B, July 1, 1993. (g) "Methods for the Determination of Organic Ccgxumds in Drinking Water," U.S. Environmental Protection Agency, Office of Research and Develc tnt, Washington, D.C., December 1988, revised July 1991. (h) "The Determination of Inorganic Anions in Water b/ Ion Chra otography - Method 300.0,11 Publication EPA-600/4-84-017, U.S. Environmental Protection Agency, Enrvirorrmmental Monitoring and 94*ort Laboratory, Cincirreti, March 1984. (i) "Hach Water Analysis Handbook," Hach Chemical Carpery, Loveland, CO, 1992. (j) "USEPA-CLP Statement of Work for Organic Analysis," Publication OLM01.0 (including revisions), U.S. Environmental Protection Agency, ' Contract Laboratory Program, August 1991. (k) "Arrual Book of Standards," Section 11: Water and Ennviromental Technology, Vols. 11.01-11.04, American Society for Testing Materials, ' Philadelphia, 1989& 1991. (l) "Arum Book of Standards," Section 5: Petroleum Products and Lubricants, Vols. 5.01, American Society for Testing Materials, ' Philadelphia, 1993. (m) "Anal Book of Standards," Section 4: Constnrtion, Vol. 4.08, American Society for Testing Materials, Philadelphia, 1993. ' (n) "Test Methods for Evaluating Solid Waste: Physical/Chemical Methods," 2rd ad., U.S. Envirorrmmental Protection Agerxy, Office of Solid Waste and Errergency Response, Washington, D.C., July 1962, uxi3ted April 1984. CR, CleanHarborI5 ENVIRONMENTAL SERVICES, INC. ' 325 WOOD ROAD•BRAINTREE, MA 02184 (617)849-1800 REPORT OF ANALYSIS Atlantic Environmental Services, Inc. PO Box 1051 Sandwich, MA 02563 Project: PERRY 5022 Date Received: 03/21/95 P.O. #: 1342 CHES Lab #: 9503322 Attn: Mr. Richard Learned Enclosed are the results for the sample(s) delivered to our laboratory (DEP ' Laboratory ID# M-MA032) on the date indicated above. The methods listed represent those methodologies which were used to develop the best analytical techniques. Analytical results and quality assurance protocols are based on these guidelines. These meet the requirements for the reporting of results under the RCRA, NPDES and Safe Drinking Water Act regulations. ' Clean Harbors Environmental Services has an active program of quality assurance and quality control. The program closely follows the guidance provided in the EPA Contract Laboratory Program Statement of Work (organic- and inorganic) , ' the guidance provided in SW-846, and many other pertinent documents. Should you- have any questions concerning this work, please do not hesitate to contact me. ' The information contained in this report is, to the best of my knowledge, accurate and complete. Per/Date: d-r, ' Michael J. Murray Laboratory Manager "People and Technology Creating a Better Environment' Y, TionHar or%r Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503322-OIC ' Sample I.D. : GP3-S1 Date Received: 03/21/95 Sample Type: Soil ' Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference Petroleum Hydrocarbon 40 1,200 03/28/95 03/28/95 5520E/F/C(b) Oil & Grease by IR 1 Notes: ND = Below practical quantitation limit (PQL) = mg/kg Soil/solid samples based on sample dry weight J laleLan"Har'--6% ' 00 Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503322-01C Sample I.D. : GP3-S1 Date Received: 03/21/95 Sample Type: Soil ' Analysis Method Number � Parameter PQL Result Units Date and Reference ' Total Solids -- 95.0 % 03/23/95 2540G(b) ' Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. tleanHar6o7rs Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503322-02C ' Sample I.D. : GP3-S2 Date Received: 03/21/95 Sample Type: Soil ' Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference ' Petroleum Hydrocarbon 40 ND 03/28/95 03/28/95 5520E/F/C(b) Oil &' Grease by IR Notes: ND = Below practical quantitation limit (PQL) * _ mg/kg Soil/solid samples based on sample dry weight � o = tleanHarbors ' Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503322-02C Sample I.D. : GP3-S2 Date Received: 03/21/95 Sample Type: Soil ' Analysis Method Number Parameter PQL Result Units Date and Reference ' Total Solids -- 96.7 % 03/23/95 2540G(b) Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. lrjoanHarborS Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503322-03C Sample I.D. : GP3-S3 Date Received: 03/21/95 Sample Type: Soil ' Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference ' Petroleum Hydrocarbon 40 ND 03/28/95 03/28/95 5520E/F/C(b) Oil & Grease by IR Notes: ND = Below practical quantization limit (PQL) k = mg/kg Soil/solid samples based on sample dry weight tleanHar or% ' Client: Atlantic Environmental Services, Inca CHES Lab #: 9503322-03C Sample I.D'. : GP3-S3 Date Received: 03/21/95 Sample Type: Soil ' Analysis Method Number Parameter PQL Result Units Date and Reference ' Total Solids -- 96.0 03/23/95 2540G(b) ' Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. I Ls � 1 leianHarbors�'� Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503322-04C ' Sample I.D. : GP3-S4 Date Received: 03/21/95 Sample Type: Soil ' Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference ' Petroleum Hydrocarbon 40 ND 03/28/95 . 03/28/95 5520E/F/C(b) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) * = mg/kg Soil/solid samples based on sample dry weight 1 II LleanHarabor5 ' Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503322-04C Sample I.D. : GP3-S4 Date Received: 03/21/95 Sample Type: Soil ' Analysis Method Number Parameter PQL Result Units Date and Reference ' Total Solids -- 96.0 % 03/23/95 2540G(b) ' Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. 1 I II leanHarbors Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503322-05C ' Sample I.D. : GP3-W Date Received: 03/21/95 Sample Type: Water Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference ' Petroleum Hydrocarbon 0.2 ND 03/22/95 03/29/95 418. 1(a) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) ' * — mg/1 Soil/solid samples based on sample dry weight I t leanHarbor50- QUALITY CONTROL ' REPORT OF ANALYSIS CHES LAB. NO. 9503322 The attached quality control data were generated during the analysis of these samples. All results have been generated in accordance with the procedures as stated in the Clean Harbors Environmental ' Services, Inc. Quality Assurance/Quality Control Manual and pertinent standard operating procedures, which are available ' for review. The attached has been submitted for informational purposes only. J tleanHarbor3 t ' Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503322 i BLANK ANALYSIS ' Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference Petroleum Hydrocarbon 0.2 ND 03/22/95 03/22/95 418.1(a) Oil & Grease by IR ' Notes : ND = Below practical quantitation limit (PQL) * = mg/1 Soil/solid samples based on sample dry weight /1 t T- leanHa!Lor Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503322 BLANK ANALYSIS Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference Petroleum Hydrocarbon 40 ND 03/28/95 03/28/95 5520E/F/C(b) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) * = mg/kg Soil/solid samples based on sample. dry weight r r■�,,\rr �r . r� � r r �r■ rr r �r ■r �■� CleanHallbo Clean Harbors Analytical Services, Inc., 325 Wood Rd.,Braintree, MA 02184 CHAIN OF CUSTODY RECORD Sample Custodian—(617)849-1800 Page 3 of Client: /i 46" Project Name: �� �' Work OrderlP.O. q: Date: P Report To:�/('� `� Address: �L� �dx �[r � C L� 1 Phone #: Date Samples Collected: 3 by: 96 L--' Date Samples Received: Airbill/Bill of Lading? Y AVNOTE: Samples received unpreserved will be preserved upon arrival al CHAS. Samples were: Preserved Unpreserved Analysis Sampling Information of Sample I.D. con. CHAS Sample a Date Time Station Location Sample Matrix U 1 L o U. LL 3•A o 5 c' VOA Vial REMARKS/COMMENTS: (Sample storage, Relinquished by: C" L� nonstandard bottles, cautions,special instructions) Date: C4 Time: Glass Bottle Received by: Plastic Bottle Date: Time: 1 � Pres. Relinquished by: Dale: ? Time: I S Volume G Received by: Preservation Key: A—Acidified with 1 Dale: Time:_10' ( B —Filtered,C—Sample chilled, D— NaOH, E — NaThiosulfate, W— Sample Ambient, F—Other n Standard laboratory turnaround time is 2 weeks from dale of receipt. Accelerated turnaround may be assessed a surcharge. Location of samples: 01 Accelerated turnaround requested: Confirmed by:. Surcharge: Turnaround: 24 Hrs. 48 Hrs. 1 Week We Other: CIII 119 S. tleanHarbors- (a) 14Gethods for Chemical Analysis of Water and Wastes," Publication EPA-600/4-79-020, U.S. Envirormental Protection Agency, Envirarmantal Monitoring and 9.pu t Laboratory, Cincinnati, 1979, revised March 1983. (b) "Standard Methods for the Examination of Water and Wastetiater." 18th ad., American public Health Association, American Water Works Association, Water Pollution Control Federation, Washington, D.C., 1992. (c) "Test Methods for Evaluating Solid Waste: Physical/Chemical Methods," Ind ed., U.S. Envircrmantal Protection Agency, Office of Solid ' Waste and Emergency Response, Washington, D.C., Norerber 1986, c.pdated July 1992. (d) "The Determination of Polychlorinated Biphetyls in Transformer Fluid and Waste Oils," Publication EPA-600/4-81-045, U.S. Enviranen at Protection Agency, EnvirarmentaL Monitoring and Support Laboratory, Cincinnati, Septerben 1982. (e) "Hazardous Waste Management System; Identification and Listing of Hazardous Waste; Toxicity Characteristic Revisions; First Rule," ' Federal Register, Vol. 55, No. 126, Friday, June 29,1990, and revisionin Federal Register, Vol. 57, No: 227, Tuesday, Novetber 24, 1992. , (f) 'Guidelines Establishing Test Procedures for Analysis of Pollutants,' Code of Federal Regrlatiahs, Part 136 Appendix A and Appendix B, July 1, 1993. ' (g) 'Vethods for the Determination of Organic Carpourcls in Drinking Water," U.S. Envircrmentat Protection Agency, Office of Research and Developmatt, Washington, D.C., Decerber 1968, revised July 1991. (h) "The Determination of Inorganic Anions in Water by Ion Chromotography, - Method 300.0," Publication EPA-600/4-84-017, U.S. Envirama,at Protection Agency, Environmental Monitoring and Support Laboratory, Cincinnati, March 1964. 0) "Hach Water Analysis Handbook," Hach Chemical Cagw y, Loveland, 00, 1992. (j) 'USEPA-C1P Staterpnt of Work for Organic Analysis," Publication OLMO1.0 (including revision), U.S. Envimnentat Protection Agertiy, Contract Laboratory Program, August 1991. (k) "Arrusl Book of Standards," Section 11: Water and Envirarmental Technology, Vols. 11.01-11.04, American Society for Testing Materials, "Philadelphia, 1989 8 1991. (l) Arnel Book of Starcbrds,11 Section 5: Petroleum Products and Lubricants, Vols. 5.01, American Society for Testing Materials, Philadelphia, 1993. (m) "Aural Boot of Starlards," Section 4: Co str ction, Vol. 4.08, American Society for Testing Materials, Philadelphia, 1993. ' (n) "Test Methods for Evaluating Solid Waste: Physical/Chemical Methods," 2nd ad., U.S. Environmental Protection Agent', Office of Solid Waste and Emergency Response, Washington, D.C., July 1962, updated April 1984. f leanHarbor ENVIRONMENTAL SERVICES, INC. 325 WOOD ROAD•BRAINTREE,MA 02184 (617)849-1800 REPORT OF ANALYSIS Atlantic Environmental Services, Inc. PO Box 1051 Sandwich, MA 02563 Project: PERRY 5022 Date Received: 03/21/95 P.O. #: 1342 CHES Lab #: 9503323 Attn: Mr. Richard Learned Enclosed are the results for the sample(s) delivered to our laboratory (DEP Laboratory ID# M-MA032) on the date indicated above. The methods listed represent those methodologies which were used to develop the best analytical techniques. Analytical results and quality assurance protocols are based on these guidelines. These meet the requirements for the reporting of results under the RCRA, NPDES and Safe Drinking Water Act regulations. Clean Harbors Environmental Services has an active program of quality assurance and quality control. The program closely follows the guidance provided in the EPA Contract Laboratory Program Statement of Work (organic and inorganic) , the guidance provided in SW-846, and many other pertinent documents. Should you have any questions concerning this work, please do not hesitate to contact me. ' The information contained in this report is, to the best of my knowledge, accurate and complete. Per/Date: ^ 'lK �A�t G Michael J. Lray Laboratory Manager "People and Technology Creating a Better Environment" can Har or% Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503323-01C Sample I.D. : GP4-S1 Date Received: 03/21/95 Sample Type: Soil Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference Petroleum Hydrocarbon 40 590 03/28/95 03/28/95 5520E/F/C(b) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) = mg/kg Soil/solid samples based on sample dry weight TiqanHar or ' Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503323-01C Sample I.D. : GP4-Sl Date Received: 03/21/95 Sample Type: Soil Analysis Method Number Parameter PQL Result Units Date and Reference ' Total Solids -- 96.1 % 03/23/95 2540G(b) 1 Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. 1 C: TjoanHar6'oG Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503323-02C ' Sample I.D. : GP4-S2 Date Received: 03/21/95 Sample Type: Soil Extraction Analysis Method Number Parameter PQL* Result* Date Date and- Reference ' Petroleum Hydrocarbon 40 ND 03/28/95 03/28/95 5520E/F/C(b) Oil & Grease by IR ,a Notes: ND = Below practical quantitation limit (PQL) ' * = mg/kg Soil/solid samples based on sample dry weight i r tleanHarborsc" Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503323-02C Sample I.D. : GP4-S2 Date Received: 03/21/95 ' Sample Type: Soil Analysis Method Number Parameter PQL Result Units Date and Reference ' Total Solids -- 93.2 % 03/23/95 2540G(b) ' Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. r 1 � L U pleanHarbors ' Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503323-03C Sample I.D. : GP4-S3 Date Received: 03/21/95 Sample Type: Soil Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference ' Petroleum Hydrocarbon 40 ND 03/28/95 03/28/95 5520E/F/C(b) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) . * = mg/kg Soil/solid samples based on sample dry weight 1 , I II, tleanHarb'or 1 Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503323-03C Sample I.D. : GP4-S3 Date Received: 03/21/95 Sample Type: Soil 1 Analysis Method Number Parameter PQL Result Units Date and Reference ' Total Solids -- 96.9 % 03/23/95 2540G(b) 1 Notes: ND = Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. i 1 1 1 1 ! 1 .1 1 lean Har ors QUALITY CONTROL ' REPORT OF ANALYSIS CHES LAB. NO. 9503323 I' quality control data were II The attached _ q y generated during the analysis of these samples. All results have been generated in accordance with the procedures as stated in the Clean Harbors Environmental Services, Inc. Quality Assurance/Quality Control Manual and pertinent standard operating procedures, which are available ' for review. The attached has been submitted for informational purposes only. lean HarMrbor ' Client: Atlantic Environmental Services, Inc. CHES Lab #: 9503323 ' BLANK ANALYSIS ' Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference ' Petroleum Hydrocarbon 40 ND 03/28/95 03/28/95 5520E/F/C(b) Oil & Grease by IR Notes: ND = Below practical quantitation limit (PQL) x = mg/kg Soil/solid samples based on sample dry weight L LleanHaftrs Clean Harbors Analytical Services, Inc.,325 Wood Rd., Braintree, MA 02184 CHAIN OF CUSTODY RECORD Sample Custodian—(617)849-1800 Page of Client: Project Name: Work Order/P.O. #: Date: n Report To: r—��-�L� Address: cL'S( /L'�li.'ctY.. (v Phone #: /1 ` Date Samples Collected: 1� by: � �- Dale Samples Received: Airbill/Bill of Lading? Y N NOTE: Samples received unpreserved will be preserved upon arrival at CHAS. Samples were: Preserved Unpreseved Sampling Information — Analysis # Al / of ' Sample I.D. con. CHAS Sample # Date Time Station Location Sample Matrix ra �� 03 32 6' P4 - �� r x l C Pa 14'4 I</ c. 24 U. LL 0 VOA Vial REMARKS/COMMENTS:(Sample storage, Relinquished by: nonstandard bottles,cautions,special instructions) Date: Time: Glass Bottle Received by:' Plastic Bottle Date: j Time: 911 -1-92 Pres. Relinquished by: Date: Time: ( Volume Received by: Preservation Key:A—Acidified with Date: _ Time: (o_�y B—Filtered,C—Sample chilled, D— NaOH, E—NaThiosullale, W—Sample Ambient, F—Other Standard laboratory turnaround time is 2 weeks from date of receipt. Accelerated turnaround may be assessed a surcharge. Location of samples: 2 Accelerated turnaround requested: Conhrnlurl by: --------- _-__._________Surcharge: _ Turnaround: 24 Hrs. 48 Hrs. 1 Week 2 We s Other: Gill 119 a 1 1 ' Laboratory Reports from Excavation..............April 24 and 25, 1995 5- 9-95 _ 25 AM ;GROUNDWATER ANALYTICAL SJu 7 9 =4•475; 9 �Z/ 9 r. ' Groundwater Analytical, Inc! GROUNDWATER228 Main Street Buzzards Bay, MA 02532 ANALYTICAL ' Telephone(508) 759-4441 FAX(508)759-4475 April 26., 1995 Mr. Toivo. Lamminen Atlantic Environmental ' Technologies, Inc. P.O. Box 1051 Sandwich, MA 02563 1 Dear Toivo: Enclosed are the Total Petroleum Hydrocarbon Analyses performed for the Perry project, sampled on 03-25-95. This project was processed for Rush turnaround. A brief description of the Quality Assurance/Quality Control procedures employed by Groundwater Analytical , and a statement of our state certifications are - contained within the report. This letter authorizes the ' release of the analytical results and should be considered a part of this report. Should you have any questions concerning this report, please do not hesitate ' to contact me. Sincerely, ' Jonathan R. Sanford Vice President JRN adw Encllosures 1 ` 5- 9-95 ._ :'L5 AM ;GROUNDWATER ANALYTICAL 503 759 4475;z 3/ 9 GROUNDWATER ANALYTICAL EPA METHOD 418.1 (Modified) ' Total Petroleum hydrocarbons (IR) Field ID: N Sidewall 15' Lab ID• 10504-01 Project:_ Perry Batch ID: HI-0693-X Client:. Atlantic Sampled; 04-25-95 Cont/Prsv: 1L Glass/Cool Received: 04-25-95 ' Matrix: Soil Percent Moisture: 3 % Extracted: 04-25-95 Analyzed: 04-26-95 ' REPORTING LIMIT PARAMETER CONCENTRATION . (mg/Kg) (mg/Kg) ' Total Petroleum Hydrocarbons BRL 30 ' s BRL Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 = (Spec trophotometri c, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for sofor Chemical An lysis of Water and Wastes. US EPA EPA-66014-79-020, Revised (1983), Adapted ' 3540 (Modified) - Soxhiet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). 5- 9-95 _ :'L5 AM ;GROUNDWATEP, ANALYTICAL Silo 2. 44",''5;,7 4/ 9 s ' GROUNDWAT&W ANALYTICAL , EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) ' Field ID: Bottom 15' Lab ID: 10504-02 Project:. Perry Batch ID: HI-0693-X Client: Atlantic Sampled: 04-25-95 Cont/Prsv: . 1L Glass/Cool Received: 04-25-95 Matrix: Soil Percent Moisture: 3 % Extracted: 04-25-95 Analyzed: 04-26-95 PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) ' f Total Petroleum Hydrocarbons 56 30 II BRL - Below Reporting Limit. Calculations based on dry sample weight. Method Reference. Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). 5 9-95 15:25 AM ;GROUNDWATER ANALYTICAL 5pS 759 4475;9 5/ 9 ' GROUN01l!/ATER ANALYTICAL EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) ' Field ID: a Sidewall 15' Lab ID: 10504-03 Project:. Perry Batch ID: HI-0593-X Client: Atlantic Sampled: 04-25-95 Cont/Prsv: 500mL Glass/Cool Received: 04-25-95 Matrix: Soil Percent Moisture: 6 % Extracted: 04-25-95 Analyzed: 04-26-95 PARAMETER CONCENTRATION REPORTING LIMIT (Mg/Kg) (mg/Kg) ' Total Petroleum Hydrocarbons BRL 30 j BRL =Below Reporting Limit. calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for chemical Analysis of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 ' (Modified) - Soxhlet •Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). 5- y-y5 !S:25 AH ;GROUNDWATER ANALYTICAL SO-S 7S9 447S;# S/ 9 GROUNOWM ER . ANALYTICAL EPA METHOD 418.1 . (Modified Total Petroleum Hydrocarbons (IRI ' Field ID: E Sidewall 15' Lab ID: 10504-04 Project:. Perry Batch ID: HI-0693-X Client: Atlantic Sampled: 04-25-95 Cont/Prsv: . 500mL Glass/cool Received: 04-25-95 Matrix: Soil Percent Moisture: 4 % Extracted: 04-25-95 Analyzed: 04-26-95 PARAMETER CONCENTRATION REPORTING LLIMI (Mg/Kg) Total Petroleum Hydrocarbons BRL 30 BRL =Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for chemical Analysis of Water and Wastes, US EPA EPA-600/4-79-020. Revised (1983). Adapted for solids by Method 3540 ' (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846. Third Edition (1986). 5- 9-95 15:25 AM ;GROUNDWATER ANALYTICAL 508 759 4475;9 7/ 9 Y - 1 GROUNDWAMW ANALYTICAL EPA METHOD 418.1' (Modified) Total Petroleum Hydrocarbons (IR) ' Field ID: S Sidewall 15' Lab ID• 10504-05 Project:. Perry Batch ID: HI-0693-X Client: Atlantic Sampled: 04-25-96 Cont/Prsv: 11. Glass/'Cool Received: 04-25-95 Matrix: Soil Percent Moisture: 4 % Extracted: 04-26-95 04-26-95 ' PARAMETER. CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) ' Total Petroleum Hydrocarbons 'BRL 30 BRL = Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of. Water and Wastes, US EPA EPA-600/4-79-0201 Revised (1983). Adapted for solids by Method 3540 -(Modified) - Soxhlet -Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-W, Third Edition (1986). 5- 9-95 15: 5 AM ;GROUNDWATER ANALYTICAL 508 759 4475;4 8/ 9 1 z GROUNDWATER. . ANALYTICAL QUALITY ASSURANCE ' Project Narrative Project: Perry Lab ID: 10504 Client: Atlantic Received: 04-25-95 A. Physical-Condition of Sam ale s This project was received by the laboratory in satisfactory condition. The sample(s) were receivad undamaged. in appropriate containers with the correct preservation. . , 1 B. Project Documentation This project was accompanied by satisfactory Chain .of Custody documentation. All sample container label (s) agreed with the Chain of Custody. C. Analysis of Sample Ls1 No analytical anomalies or non-conformances were noted by the laboratory during the processing of these samples. A11 data contained within this report is released without qualification. 1 1 i - 1 I - . 1 i MEL M = I 228 Main Street CHAIN-OF-CUSTODY RECORD N" _1021 GROUVOWATER Buzzards Bay, MA 02532 ANALYTICAL Telephone(508)759-4"l AND WORK ORDERCP FAX(506)759.4475 Project Name: Firm: TURNAROUND ANALYSIS REQUEST ' �} ,A VolMlles sonlvoTj Ulxe. Va.tlHerb Ndals �� Wri. dtf �.e�j { ` ✓ uti ❑ STANDARD(10 Business Days) LL fjl Project Number: Address: PRIORITY(5 Business Days) VRUSH(RAN-��S ) ❑ , o 8 ° , _ (s ZI (Rush raqukes Rush Authorisation Number) O F N$3 a ❑ u. w Sampler Name: City/State p ❑❑❑ ❑ ❑ ❑r-❑❑ ❑ 1 ��� t ��/ � { Please FAX Y ES CI NO y da ` !�`C a 2 •FAX Number. 8� ���� ; g � p 1 r Project Manager: TelephoneC BILLING a � Cl a � ❑ c INSTRUCTIONS:Use separate Ilne for each container(except duplicates). Purchase Order No: 2 e ❑ z � � c Sampling Matrix Contalneft(s) Preservation Filteaed 0 (3 11 §Fi ❑m m m o❑ ❑ ❑ ❑ O ❑ ❑ G$a ❑ yLAWRATORY SAMPLE ¢ � 3 p zIDEPITIFICATION ��' $ z (Let'Use tAnly) w m m m £� 0 z'i t ❑ o ❑ ❑ ❑ ❑ ❑ o ❑ ❑ o❑❑ ❑ ❑ c c —O W z� 16:J r� S;d cd lI /3 Z z d Er O PROJECT SPECIFIC MATRIX CHAIN=OF-CUSTODY RECORD REMARKS/SPECIAL INSTRUCTIONS SPIKES and DUPLICATES g/Airblll Number: NOTE:All samples submitted subject to Standard Terms and Conditions on reverse Shippin Many regulatory programs and EPA methods require proltul specific matrix Relinquished by Sampler. Date T4: R> i�d b1 spikesandbrduptkates.Each requested matrix spike(M$),metdx spike duplicate(MSD)and sample dupkate should bs Date T Receiv y: Custody Seat Number: listed above as a aepar.te sample.EacA Relinquished by: MS,MSD and sample dupileate require. an additional sample aliquot. O YES.Please perform a project apedfk Date Time ceived Laboratory: MS.MSD or sample duplicate as Relinquished by: requested above. Cooler Serial Number. �- ElNt1 Please do not perform a project ilpaolTie Ms,MSD or sample ail ❑ de Tess U dt{li ow analysis tar this praled• Method o1 Shipment. ❑UPS �oyHar ❑ Expres o ❑UPS �2(f Hand ❑ J I CIl 2r Cn 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i D ' om ,z v ' X t III 1 1 l 1 1 1 1 1 APPENDIX C Bill o��tlu _ Certificate of Recycling '. 1 1 1 1 I ' Y I 4, Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup ' Release TracWng NumbeDEP E. r: BILL OF LADING (pursuant to 310 CMR 40.0030) 7- 10036 ' A. LOCATION OF SITE OR DISPOSAL SITE WHERE REMEDIATION WASTE WAS GENERATED: Release Name(optional): Street: 5 Putnam Road Corner Main Street ` Location Aid: — City/Town: Cotuit, MA Zip Code: 02635 Date/Period of Generation: 4 / 24 / 95 to 4 / 25 / 95 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: Name of Contact: Arthur Perry Street: 5 Putnam Road Title: City/Town: Cotuit State: MA Zip Code: 02635 _ Telephone: 508 - 420 - 0665 Ext. ' C. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: (check one/specify) ' ❑ RP . Specify(circle one): Owner Operator Generator Transporter Other RP: PRP Specify(circle one)/Own_erOperator Generator Transporter Other PRP: ❑ Fiduciary/Secured Lender ' ❑ Agency/Public Utility on a Right of Way ❑ 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/COMMON CARRIER INFORMATION: Office Location: 449 Route 6A ' Transporter/Common Carrier Name: Enviro-Safe Corporation E. Sandwich, MA Contact Person: Heather M. Atwood Title: President Street: P.O. Box 304 ' City/Town: Sagamore Beach State: MA Zip Code: 02562 _ 0304 Telephone: 508 _ 888 _ 5478 Ext. ' E. RECEIVING FACILITYITEMPORARY STORAGE LOCATION: Operator/Facility Name: Bardon Trimount Services Contact Person: David Peter Title: Street: 1101 Turnpike Street City/Town: Stoughton MA 02072 _ State: Zip Code: Telephone: 617 - 2217 8400 Ext. Type of Facility: ® Asphalt Batch/Cold Mix ❑ Landfill/Disposal ❑ Incinerator (check one) ® Asphalt Batch/Hot Mix ❑ Landfill/Daily Cover ❑ Temporary Storage ❑ Thermal Processing ❑ Landfill/Structural Fill ❑ Other: Division of Hazardous S-90020 Division of Solid Waste MAD981213531 Waste/Class A Permit#: Management Permit#: EPA Identification#: Actual/Anticipated Period of Temporary Storage(specify dates if applicable): — /_ /_ to ' Reason for Temporary Storage(if applicable): Revised 10/1/93 This lorm is printed on recycled paper. Page t of 2 Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup Release Tracking Number: ' �- 10036 D � BILL OF LADING (pursuant to 310 CMR 40.0030) E. RECEIVING FACILITY/TEMPORARY STORAGE LOCATION (continued): 1 Temporary Storage Address: Street: _ State: Zip Code: City/Town: F. DESCRIPTION OF REMEDIATION WASTE: (check all that apply) X❑ Contaminated Media(circle all that apply): Soil Groundwater Surface Water Other: ❑ Contaminated Debris(circle all that apply): Demolition/Construction Waste Vegetation/Organic Materials Inorganic Absorbam Materials Other: 1 ❑ Non-hazardous Uncontainerized Waste(circle all that apply): Non-aqueous Phase Liquid Other: ❑ Non-hazardous Containerized Waste(circle all that apply): Tank Bottoms/Sludges Containers Drums Engineered Impoundments Other: Type of Contamination(circle all that apply): Gasoline Diesel Fuel #2 Oil #4 Oil #6 Oil Waste Oil Kerosene Jet Fuel Other: 50 Tons: "15 Estimated Volume of Materials: Cubic Yards: Other: 1 Contaminant Source(check one/specify): ❑ Transportation Accident ® Underground Storage Tank ❑Other: mediate Response Action Release Abatement Measure Response Action Associated with Bill of Lading(circle one): � ' Utility-Related Abatement Measure Limited Removal Action(LRA) Comprehensive Response Action Other(specify): Remediation Waste Characterization Support Documentation attached: 1 ❑ Site History Information ❑ Sampling and Analytical Methods and Procedures ® Laboratory Data ❑ Field Screening Data If supporting documentation is not appended, provide an attachment stating the date and in connection with what document such information was previously submitted to DER 1 G. LICENSED SITE PROFESSIONAL(LSP) OPINION: Name of Organization: Atlantic Environmental Technologies, Inc. Licensed Site Professional LSP Name: Robert P. Warren Title: , Telephone: 508 - 888 - 9282 Ext. I have personally examined and am familiar with the information contained on and submitted with this form. Based on this information,it is my Opinion that the testing and assessment actions undertaken were adequate to characterize the Remediktiot�:Mlaste,,in accordance with 310 1 CMR 40.0030,and that the facility or location can accept remediation wastes with the characteristics dgsGr±17ei3f-.r'.afs submittal. I am aware that significant pen 'es including,but i to,possible fines and imprisonment may result if I�fffll s tri#ormation which I know to be false,inaccur a terial e R03-Ri ` � P 1 Signature: Seal: G WkP2121 No.769 Date: '� 7613 License Number: S c 1 wtiw'� 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 oontained herein is,to the best of my'knowledge and belief,true,accurate and complete. I am aware that there a ificant penalties, includ not limited to, possible fines and imprisonment, for wilfully submitting false, inaccurate, or incomple inform lion. ,/ I� Date: ? I— /— Signature. Name of Person(print):___P 4- i U cs > Page 2 of 2 Revised 10/1/93 This form is printed on recycled paper. ,gyp' Massachusetts Department of Environmental Protection BWSC-012B,. Bureau'of Waste �._ e Site Cleanup K Release Tracking Number: ' !: .BILL OF LADING (pursuant to 310 CMR 40.0030) P DE LOG SHEET QF 4 — 10036 I. .LO_A_ D,INFORMATION: ; LO 1�Sig(tature of ra ner Representative: 'R.=mxna1aQlity orage Representative:: D of • r Time of Shipment Date Time of Receipt:•' (circle one)am� Tom' i � • ��. Trugk[f %plistration: Trailer Registration (if any): ���1 0) (circle'one)a pm M X i Load Size(cu.yd .flops): LOAD 21 Signature of Transporter Representative: i Receiving Facility/Temporary Storage Representative: i Date of Shipment: Time of Shipment Date of Receipt: Time of Receipt: (circle one)am/pm i Truckfrractor Registration: Trailer Registration(if any): (circle one)am/pm_.t Load Size(cu.yds./tons): " LOAD 31 Signature of Transponer_RTesentative: ; Receiving Facility/Temporary Storage Representative:; Date of Stttprtfent Time of Shipment: Date of Receipt: Time of Receipt & (circle one)am/pm i �- Truck/tractor RalgieVation: R... ':� _ Trailer Registration if an - e9 (• Y): i ,:(circle one) � Load Size(cu.yds./tons): .. LOAD 4: Signature of Transporter Representative: Receiving Facility/Temporary Storage Representative:. Date of Shipment: Time of Shipment: ; Date of Receipt: Time of Receipt: i (circle one)amlpm Truck/Tractor Registration: Trailer Registration(if any): i (circle one)am/pm , Load Size(cu.yds.hons): LOAD Ss Signature of Transporter Representative: i Receiving Facility/Temporary Storage Representative_: i Date of ShiprnsnL• Time of Shipment: i i Date of Receipt: Time of Receipt,'.:_:. (circle one)am/pm Truck/Tractw Registration: Trailer Registration(if any): (circle one)am/pm., Load Size(cu.yds./tons): LOAD!: Signature of Transporter'Representative: Receiving Facility/Temporary Storage Representative:. I Date of Shipment: Time of Shipment: i Date of Receipt: Time of Receipt::.;' (circle one)am/pm Truck/Tractor Registration: Trailer Registration(if any): (circle one)am/pnr Load Size(cu.yds./tons): LOAD Tt Signature of Transporter Representative: Receiving Facility/Temporary Storage Representative: Date of Shipment: Time of Shipment: Date of Receipt: Time of Receipt:,'- _ (circle one)am/pm i Truck/Tractor Registration: Trailer Registration(if any): i (circle one)am/pm Load Size(cu.yds./tons): ' J.' LOG SHEET VOLUME INFORMATION: Total Volume This Page(cu.yds./toris): Total Carried Forward(cu.yds.Aons): Total Carried Forward and This Page(cu.ydsJtons): Revised 10/1/93 This form is printed on recycled paper. Paget-Of.1 4 .. L 1 v Massachusetts Department of Environmental Protection BWSC-012B ' Bureau of Waste Site Cleanup Release Tracking Number:.— BILL OF LADING (pursuant to 3to CMR 40.0030) E14ji0036 DEP LOG SHEET OF 1. LOAD.INFORMATI N: L ignafure of T ort epresentative: _ i Receiving Facilit /T ora ge Representative{ D e of Ship t: Time of Shipment: i D ito o ceip: Time of Receipt: / (circle o ruckTractor Registration Traile on (if any): -� (0 (circle r/ on am m Load Size(cu.yds./ ns): LOAD 2s Signature of Transporter Representative: i Receiving Facility/Temporary Storage Representative: i Date of Shipment: Time of Shipment: Date of Receipt: Time of Receipt: (circle one)am/pm /— Truck/Tractor Registration Trailer Registration(if any): i (circle one)am/pm Load Size(cu.yds./tons): LOAD 3: Signature of Transporter Representative: Receiving FacilitylTemporary Storage Representative: i Date of Shipment: Time of Shipment: Date of Receipt: Time of Receipt,. (circle one)am/pm Truck/Tractor Registration: Trailer Registration(if any): (circle one) x Load Size(cu.yds.Aons): ' LOAD 4g Signature of Transporter Representative: i Receiving Facility/Temporary Storage Representative: i i Date of Shipment: Time of Shipment: ; Date of Receipt: Time of Receipt: . (circle one)am/pm Truck/Tractor Registration: Trailer Registration(if any): i (circle one)am/pm..:, Load Size(cu.yds.Aons): ' LOAD 5: Signature of Transporter Representative: i Receiving Facility/Temporary Storage Representative: i i ' Date of Shipment: Time a of Shipment: i Date of Receipt: Time of Receipt: (circle one)am/pm i Trucklrractor Registration: Trailer Registration(if any): (circle one)am/pm; i - Load Size(cu.yds./tons): LOAD 6: Signature of Transporter Representative: Receiving Facility/Temporary Storage Representative: i i i Date of Shipment: Time of Shipment: i Date of Receipt: Time of Receipt: (circle one)amlpm Truck/Tractor Registration: Trailer Registration(if any): i (circle one)am/pm; Load Size(cu.yds./tons): ' LOAD T: Signature of Transporter Representative: Receiving FacilitylTemporary Storage Representative: i i Date of Shipment: Time of Shipment: Date of Receipt: Time of Receipt i . (Circle one)am/pm Truck/Tractor Registration: Trailer Registration(if any): i (circle one)am/pm Load Size(cu.yds./tons): ' J. LOG SHEET VOLUME INFORMATION: Total Volume This Page(cu.yds./tons): >r Total Carried Forward(cu.yds.ltons): Total Carried Forward and This Page(cu.yds./tons): Revised 10/1/93 This lorm is printed on recycled paper. Page-.I of 1 Massachusetts Department of Environmental Protection BWSC-012C Bureau of Waste Site Cleanup Release Tracking Number: BILL OF LADING (pursuant to 310 CMR 40.00301 i � l SUMMARY SHEET._, OF�,_ ❑ 3-� K. SUMMARY OF SHIPMENTS: DATE OF SHIPMENT: DATE OF RECEIPT: NUMBER OF LOADS SHIPPED: DAILY VOLUME SHIPPED(CU.YOSJrONS): ---------------- ----- ---- ---- --------------------------- ----------------------------- -------------- -- - -1-------------- ------- ���=�`�----------- -------=-------- -- ----------1--------------- -----_---16, ,�---- -------- -------------- --------------- --------------------------- ----------------------------- ---------------- --------------- --------------------- ------ ----------------------------- -------------- --------------- --------------------------- ----------------------------- ---------------- ——————————————---——————————————————————————— ----------------------------- --------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- ---------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- ---------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- ---------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- ---------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- ---------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- --------------- ---------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- ---------------- --------------- --------------------------- ------=---------------------- --------------- --------------- --------------------------- ----------------------------- SUMMARY SHEET TOTAL SHIPPED: BILL OF LADING TOTALSHIPPED(only if different): evised 10/1/93 This form is printed on recycled paper. Page 1 of 2 Massachusetts Department of Environmental Protection BWSC-012C Bureau of Waste Site Cleanup Release Tucking Number. BILL OF LADING (pursuant to 310 CMR 40.00.30) _ ( SUMMARY SHEET © Do3—� L. ACKNOWLEDGEMENT OF RECEIPT OF REMEDIATION WASTE AT RECEIVING FACILITY OR TEMPORARY STORAGE LOCATION: eceiving FacilityfTemporary Location Representative(print): David M. Peter Title: Manager—Env. Services ignature: ` V L Date: M.ACKNOWLEDGEMENT OF SHIPMENT AND RECEIPT OF REMEDIATION WASTE BY PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal, including any nd 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 hat there significant penalties, including,but not limited to, possible fines and imprisonment, for wilfully submitting false, inaccurate, or ncompl a into ation. Signatu • Date: t0 Name of Person(print): C. evised 10/1193 This form is printed on recycled paper. Page 2 of 2 #on Trimount,Inc. Y Turnpike Street Stoughton �1(Ja a TAfi0� Massachusetts �72 617-344-1100 Fax:617-341 -2440 Bardon Trimount Environmental Services rating as: Lynn Sand&Stone Certificate of Recycling pany amara Concrete ' Issued To: Enviro-Safe Corp . P .O . Box 304 Sagamore Beach, MA 02562 Contact Person: Ms . Heather Atwood Date Soil Recycled: April 26 through 30 , 1995 ' Tons Recycled: 30 . 83 Soil Source: Perry ' 5 Putnam Road Cotuit , MA Date Soil Received: April 24 and 25 , 1995 Release Tracking # : 4-10036 We certify that on the above date the subject soil was recycled into asphalt mix according to Massachusetts ' Department of Environmental Protection regulations . Date: */A ' Authorized Signature: V� David M. Peter Manager, Environmental Services BTES/200 subsidiary of rdon Group,Inc. 1 1 1 1 1 1 1 1 �' 1 1 1 1 1 1 1 1 1 I � 1 1 1 1 1 1 1 1 1 _ ' 1 1 1 1 1 1 1 r APPENDIX.D ' Qualifications of Persons Conducting Investigation 1 . o L tlantic ROBERT R WARREN TITLE. Principal/Licensed Site Professional PROFESSIONAL EXPERTISE: ' Mr. Warren has twenty two years of experience in both Civil and Environmental Management and Design. Specific areas of concentration include preparation of environmental impact studies, site assessments (21 E), preliminary investigations through site remediation as well as numerous highway planning and engineering design projects through out the New.England region. of Massachusetts, Amherst EDUCATION. University , MA B.S. - 1974 -Civil Engineering University of Massachusetts, Amherst, MA M.S.C.E. - 1977 -Civil Engineering REGISTRATION: ' Licensed Site Professional - 1993 - Massachusetts SPECIAL TRAINING: Personal Protection and Safety for Hazardous Waste Operations (40 hour program), March 1991. Annual Training, March, 1992; May, 1993; April 1994 Hazardous Materials Specialist for Emergency Response Operations (24 hour program) May 1994 Sixth Annual Conference on Hydrocarbon Contaminated Soils: ' Analysis, Fate, Environmental and Public Health Effects, Remediation and Regulation, University of Massachusetts, (Amherst), September ' 1991. "21 Essentials" Seminar, October 29, 1991,21 E: Roles of the Public ' & Private Sectors, Standard References for Monitoring Wells, Streamlined Risk Assessment, Short-Term & Interim Measures Policies, Petroleum Site Investigation, Protocol, Excavation Soils ' Policy. 1 ' Robert P. Warren Page 2 MEMBERSHIP IN PROFESSIONAL ORGANIZATIONS: National Groundwater Association ' American Society of Civil Engineering Massachusetts Association of Land Surveyors and Civil Engineers Air & Waste Management Association ' Licensed Site Professional Association ' CAREER HIGHLIGHTS: Founding partner of Atlantic Environmental Technologies, Inc. (AET). ' AET is a full service Civil and Environmental Engineering Company with offices in Sagamore and North Dartmouth Massachusetts and Portsmouth, New Hampshire. Responsible for hazardous waste site ' assessment (Chapter 21 E) for locations throughout Massachusetts and Rhode Island. Areas of concentration include the Massachusetts Department of Environmental Management (DEP) file reviews, site investigations, monitoring well installations and report preparations for all phases of the 21 E process through remediation. Responsible for environmental site assessment on over 50 hazardous waste site investigations completed in Massachusetts, ' Rhode Island, Maine, and New Hampshire in the last five years. Sites investigated include gas stations, manufacturing facilities, warehouses, professional office parks, restaurants, auto repair and iresidential subdivisions. Remediation technologies which have been utilized on some of the above sites include: ' - Soils: asphalt. emulsion, thermal desorption and soil vapor extraction. ' - Groundwater: pump and treat systems with air stripping tower and air sparging. r ' Mr. Robert Warren Page 3 Underground Storage Tank (UST) Removal, Disposal and Installation at various service stations and municipal facilities. ' Chief Executive Officer(CEO)for consulting engineering firm in New England with overall responsibility for the conceptual and final design of seven (7) highway reconstruction projects in Rhode Island. These projects encompassed all aspects of highway design from conceptual to final design, and plans, specifications and estimates. ' Administrator/CEO for the Cape Cod Regional Transit Authority.p g Responsible for overall management of the provision of aI) Modes of public transportation services throughout Barnstable Cq pty. Project Manager for a major general contractor located in Northern ' New England. Mr. Warren's responsibilities included estimation of cor`itract costs, equipment dispatching, materials expediting, and coordination-of field and office correspondence. Resident Engineer for a city in Northern New EnglanA Mr. Warren's ' re§ponsibiliti4i included management of the city's Pubic W(?F�s Program. "alantic RICHARD B. LEARNED TITLE: Environmental Scientist/Hydrologist ' PROFESSIONAL EXPERTISE: Mr. Learned has over two years of experience in the areas of environmental consulting engineering and ' hydrology. He has experience in hazardous waste site investigations, hydrogeologic investigations, and sanitary design EDUCATION: Framingham State College, Framingham, MA ' BS - 1981 - Earth Science University of New Hampshire, Durham, NH ' MS -1995 - Hydrology REGISTRATION: Registered Sanitarians License SPECIAL � TRAINING: Personal Protection and Safety for Hazardous Waste ' Operation OSHA 1910.120,. (40 hour program) October, 1992, MEMBERSHIP IN PROFESSIONAL ORGANIZATIONS: National Groundwater Association ' CAREER HIGHLIGHTS: * Hydrogeologic assessment of the impact of on-site septic systems on the groundwater quality at a ' regional school complex. The work included modelling of groundwater mounding caused by subsurface leaching of septic effluent, analysis of ' water quality trends from laboratory records, determining hydraulic conductivities from field tests. ' Numerous hazardous waste sites investigations including retail complexes, manufacturing facilities, twarehouses, office buildings, restaurants, and residential properties. { 1 t. Richard B. Learned Page 2 A Hydrogeologic investigation to determine the impact, if any, of groundwater pumping on a nearby river. The work included installing gauges at five locations along the river, both upstream and downstream of the pumping well, weekly ' recording of river height from the gauges and of groundwater levels from existing monitoring wells around the pumping ' well. Analysis of the data when the pumping well was on and when it was off, to establish the relationship between groundwater extraction and river height. ' • Monitoring the ground and surface water response to a stormwater runoff system installed in front of a saltwater public beach. Work included installation , and weekly sampling of groundwater monitoring wells and stormwater runoff leaching chambers. • Review of percolation standards and loading allowances of state sewage disposal regulations. The work was particularly concerned with the adequacy of current standards when applied to the fast percolating soils of Cape Cod. L:`