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0045 FLINT STREET - Health (2)
���� ��,� G�� �23' °�� r, a a f i J� i I I I I i I III N 5MEAD No.2453LY UPC 12934 smead.com • Made In USA YC� I FORESTRYUA INITIATIVE Certified Fiber Sourcing WWWAfiprogrem.org Number Fee 1108 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that TOWN OFBARNSTABLE- TRANSFER STATION 45 FLINT STREET, MARSTONS MILLS, MA Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2020 unless sooner suspended or revoked. ------------------------------------ PAUL J.CANNIFF,D.M.D,CHAIRMAN DONALD A.GUADAGNOLI, M.D. 07/01/2019 JUNICHI SAWAYANAGI THOMAS A. MCKEAN,R.S.,CHO Director of Public Health �— i Town of Barnstable Inspectional Services BARNSTABLE •J OpTHE Tp�� annusrne_•ra�r=.�:i•cT.im�.w�_- W1S'P,NRIS•.^Pn', TT3FC:ISJc;c Public Health Division :,95-jzal4 "z SARNSTAELE, = Thomas McKean, Director T MASS. 059.�aim 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fag: 508-790-6304 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE HAZARDOUS MATERIALS IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE,CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS TULY 1 st—JUNE 3 Oth). APPLICATION FEES CATEGORY,1 PERMIT - 26— 110 Gallons: $ 50.00 El R CATEGORY 2 PEMIT 111 —499 Gallons: $125.00 0, 31 CATEGORY 3 PERNIIT 500 or more Gallons: $150.00 *A late charge of$10.00 will be assessed if payment is not received by July 1st. � � 1. ASSESSOR'S MAP AND PARCEL NO. a Sob 1 oZ �3�d a 2. IS THIS A PERMIT RENEWAL?V1 YES_NO. IF YES,SKIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS • ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF GREATER THAN HOUSEHOLD QUANTITIES (25 GALLONS)? YES NO. 4. FULL NAME OF APPLICANT: NAME OF ESTABLISHMENT: �c r� 4-a��� e G11 p n4 �46,- 5 v 6. ADDRESS OF ESTABLISHMENT: L�S l ►-�-� `Sf' YYl a rQ5 , 0Gj�M 4 S 1'�'1 Q 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: 7� 8. TELEPHONE NUMBER OF ESTABLISHMENT: ,o�� 7 ay v v 9. EMAIL ADDRESS: 901+r► 4-o u)n. hlm- i�ble rn 10. SOLEOWNER: '"YES NO IF NO;NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: COMPANY ADDRESS EM'II': SIGNATURE OF APPLICAN - DATE QAApplication Forms\Haz Mat App Revised 09-10-18.doc� r. Number Fee 1108 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that TOWN OF BARNSTABLE- TRANSFER STATION 45 FLINT STREET, MARSTONS MILLS, MA Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. - -------------------------------- --------------- ------------------------------ ---------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2019 unless sooner suspended or revoked. ---------------------------------------- PAUL J.CANNIFF,D.M.D,CHAIRMAN DONALD A.GUADAGNOLI,M.D. 07/01/2018 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health I�Ocegwatoryt'ervlcesw of Bnsxable p THE T Richard V. Scali,Director Public Health Division BAMSTABLE MRNRMBLE. * Thomas McKean, Director """n°�""�i�"214'��""S'"`� 9`bArEp MASS- 059. 0. 200 Main Street, Hyannis,MA 02601 Sag Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO STORE AND/OR.UTILIZE HAZARDOUS MATERIALS IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE, CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS JULY 1 st-JUNE 30th). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 -499 Gallons: $125.00 ❑ CATEGORY 3 PERMIT 500 or more Gallons: $150.00 *A late charge of$10.00 will be assessed if payment is not received by July1st. 1. ASSESSOR'S MAP AND PARCEL NO. E � � ("A 2. IS THIS A PERMIT RENEWAL? ✓ YES_NO. IF YES, SHIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF • • GREATER THAN HOUSEHOLD QUANTITIES (25 GALLONS)? YES NO. 4. FULL NAME.OF APPLICANT: 5. NAME OF ESTABLISHMENT: &-adinC4C r) b-t 6. ADDRESS OF ESTABLISHMENT: f'1�' ��Gc JCS rUC n1,I'f� � 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: Q' S. TELEPHONE NUMBER OF ESTABLISHMENT: 9. EMAIL ADDRESS: ��{T�1� Wl �iPir k0t), b6rrkS3 mom.a: U.5 10. SOLEOWNER: 'AYES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: • COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICAN DATE C� 0 QA�Application FormsUTAZMAT APP 2017 REVIS docx `� •— 10 ' Number Fee 1108 THE COMMONWEALTH OF MASSACHUSETTS $15o.00 Town of Barnstable Board of Health , This is to Certify that TOWN OF BARNSTABLE- TRANSFER STATION 45 FLINT STREET, MARSTONS MILLS, MA Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. ------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------ This license is granted in conformity with the Statutes and ordinances relating there to,and and expires 06/30/2018 unless sooner suspended or revoked. ------------------------------------ PAUL J.CANNIFF,D.M.D,CHAIRMAN DONALD A.GUADAGNOLI,M.D. 07/01/2017 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health Tow1� of Unstable TRegaatoervices Richard V. Scali,Director • P "� Public Health Division BABSTABLE am - e.axsrw�•s«hc"ut•cmurtmuris Batas ABLE. ' Thomas McKean Director 4i`ren ,�d`0 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 � 77Z Fax: 508-790-6304 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE HAZARDOUS MATERIALS , IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE, CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS DULY 1st-JUKE 30th). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 ❑ CATEGORY 3 PERMIT 500 or more Gallons: $150.00" Rl S. *A late charge of$10.00 will be assessed if payment is not received by July 1st 1. ASSESSOR'S MAP AND PARCEL NO. 2. IS THIS A PERMIT RENEWAL? ✓YES NO. IF YES,SKIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS • ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF GREATER THAN HOUSEHOLD QUANTITIES (25 GALLONS)? YES NO. 4. FULL NAME OF APPLICANT: 5. NAME OF ESTABLISHMENT: 6. ADDRESS OF ESTABLISHMENT: 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: S. TELEPHONE NUMBER OF ESTABLISHMENT: 9. EMAIL ADDRESS:?b+C-i(-0<e- l l, k e r 10. SOLEOWNER: ✓ YES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: • COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICANT DATE , I 1 Q:�Application FormsEAZMAT APP 2017 REVIS D.docx / ' �J Number Fee 1108 THE COMMONWEALTH OF MASSACHUSETTS 1oo.00 Town of Barnstable Board of Health This is to Certify that TOWN OF BARNSTABLE- TRANSFER STATION 45 FLINT STREET, MARSTONS MILLS, MA Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. r ----------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to,and and expires 06/30/2016 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 07/01/2015 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health 10 • • Town of Barnstable �0tIME Tp� Regulatory Services P ti • „ �� Richard V. Scali, Director &A.RNSTABtE, ' Public Health Division 9� MASS. �0�p Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.0.0 i ASSESSORS MAP AND PARCEL NO. 1 3JDATE r. P APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT -(tVr� -1 r � �UI�C k NAME OF ESTABLISIDl�NT ��41 ASS E��Str%�tl�►� C- �� E1�� • it ADDRESS OF ESTABLISHMENT I- f I TELEPHONE NUA BER 30 a S?YS SOLE OWNER: ` YES NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: .IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. STATE OF INCORPORATION FULL NAME ANDHOME ADDRESS OF: PRESIDENT TREASURER CLERK � SIGNATURE OF APPLICANT RESTRICTIONS: HOME ADDRESS HOME TELEPHONE# C:\cache\Temporary Intemet Fi1es\0LKD3U4AZAPP Rev2015.D0C J • a� r Town of Barnstable Office: 508-862-4644 Fax: 508-790-6304 Regulatory Services Department enx�s-css�:�; Public Health Division MAqQ. Thomas A.McKean,CHO 200 Main Street, Hyannis, MA 02601 Payment Receipt IHazardous Materials Payment received: $100.00 (Check) on 6/30/2015 � i !Check number: 913852 Check amount: $100.00 Name on check: Town of Barnstable Finance Department iBusiness: Transfer Station &Recycling Center Owner: TOWN OF (MUN) BARNSTABLE !Address: 45 FLINT STREET, Marstons Mills III � 1 t • J I Number Fee 1108 THE COMMONWEALTH OF MASSACHUSETTS 1oo.00 Town of Barnstable Board of Health This is to Certify that TOWN OFBARNSTABLE- TRANSFER STATION 45 FLINT STREET, MARSTONS MILLS, MA Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ----------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 6/30/2015 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 6/30/2014 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health U Town of Barnstable oFIME r Regulatory Services Richard V. Scali,Director ASS. ' Public Health Division 9qj i639. ,eg Alfa►�'�° Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. �� I j DATE �• APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT D Ltk NAME OF ESTABLISHMENT e- +-z i � &^-Udlnr-4 (' ADDRESS OF ESTABLISHMENT4-5 ! ' i n r S M cf,it-�3 rh I TELEPHONE NUMMER SOLE 2WNER: LYES NO ca.a rn i f A.PAQCANT A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL '°RTl�.WRS: crc ca.. m ry _� IF APPLICANT.IS A CORPORATION: FEDERAL IDENTIFICATION NO. STATE OF INCORPORATION FULL NAME AND HOME ADDRESS OF: PRESIDENT TREASURER CLERK SIGNATURE OF APPLICANT RESTRICTIONS: HOME ADDRESS HOME TELEPHONE# Q\Application FormsUiAZAPRDOC Number Fee 1108 THE COMMONWEALTH OF MASSACHUSETTS $1oo.00 Town of Barnstable Board of Health This is to Certify that TOWN OF BARNSTABLE- TRANSFER STATION 45 FLINT STREET, MARSTONS MILLS,MA 02648 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 6/30/2014 unless sooner suspended or revoked. - --------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 11/12/2013 JUNICHI SAWAYANAGI THOMAS A.MCKEAN, R.S.,CHO Director of Public Health Town of Barnstable Barnstable 'THE Regulatory Services Department - � Public Health Division BAFtNSrABM 9HAM *� 200 Main Street, Hyannis MA 02601 1639. o " 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-700-6304 Thomas A.McKean,CHO Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. 3cDI DATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT IQ(-Jc� cX r;ccia) ble- NAME OF ESTABLISHMENT fir; r j�) e r �Slc 41 02� ADDRESS OF ESTABLISHMENT y',5 � I iC� S M I JI.S TELEPHONE NUMBER -5ng ` ab C� SOLE OWNER: ✓ YES NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: w O IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION XP. STATE OF INCORPORATIONDu FULL NAME AND HOME ADDRESS OF: PRESIDENT 4. = TREASURER ' CLERK SIGNATURE OF APPLICANT RESTRICTIONS: HOME ADDRESS HOME TELEPHONE# J:\inspection handouts\Haz Mat Application2008.DOC MAIL-IN REQUESTS Please mail the completed application form to the address below. Also include a copy of your contingency plan (to handle hazardous waste spills, etc.) In addition, please include the required fee of$100. Make check payable to: Town of Barnstable. Allow time for in-house processing. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis,MA 02601 FOR FAXED REQUESTS Our fax number is (508) 790-6304. Please fax a completed application form.. Also, please fax us a copy of your contingency plan (to handle hazardous waste spills, etc.) In addition,please mail the required fee of$100. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. Allow time for in- house processing. For further assistance on any item above, call (508) 862-4644 Back to Main Public Health Division Page JAinspection handouts\Haz Mat Application2008.DOC Barnstable DPW Spill Prevention Control & Countermeasures Plan Policy (SPCC) Effective Date: 01/02/02 Revised Date: 09/28/07 PURPOSE: The intent of this standard operating guideline is to provide personnel with reasonable procedures in the event of an oil/gasoline/diesel spill within the facility or immediate area. These guidelines are necessary and required to comply with local, state, and federal rules and regulations regarding spill mitigation and notification. This guideline shall be used as a reference to the department's apparatus and floor washing procedures and is designed to facilitate an organized response to spills and/or leaks. Note: The information contained in this guideline is based in part on Federal Regulation 40 CFR 112 with respect to development of an SPCC, Massachusetts 310 CMR 30,the Comprehensive Environmental Response Compensation and Liability Act (CERLA) Regulation 40 CFR 30 and the Resource Conservation and Recovery Act(RCRA)Regulation 40 CFR 264. Apparatus and floor washing procedures and spill prevention and control measures shall apply to facilities that utilize "tight tanks", "oil/gas separators" or"MDC"traps and/or connections to sanitary sewer systems. While the use of designated"mechanical bays" in each facility is required,these guidelines shall be used in ANY area of the facility or property. PROCEDURE: A. This guideline shall be employed whenever a spill or discharge of hazardous or potentially hazardous liquids has occurred on department property. This may include oil, gasoline, diesel fuel, foaming agents or other liquids. Reportable quantities are listed below for reference as applicable. B. Spill response activities shall be performed with the safety of personnel and protection of the environment as a primary concern. In the event of a spill or leak,the following actions shall be taken: 1. Initiate evacuation of the facility if necessary to protect the safety of others. 2. Notify other personnel and the duty officer of the nature and location of the spill/leak. b 3. Stop the spill/leak flow when possible without risk of personal injury. If sufficient resources are available within the facility, call for additional resources as necessary. 4. Contain the spill using whatever means available. Utilize available pads, absorbents, booms, etc. as appropriate. Call for additional resources as necessary. 5. Make the spill location off limits to unauthorized personnel by using caution tape or otherwise securing the area until clean up is completed. 6. Restrict or discontinue use of all sources of ignition when flammable substances are involved. 7. Report the release to the appropriate regulatory agencies as necessary. 8. Dispose of absorbent material based on type and quantity. Generally, spills of less than ten (10) gallons do not require reporting, see appendix. 9. Complete documentation of the incident to include: This document drafted by COMM and Cotuit Fire Depts.In cooperation with the BCDH.E. Page l of 2 Name, position and circumstances relative to the spill or leak. Date and time of incident including when response was made and terminated. Type and quantity of material spilled/discharged. Confirmation of quantity as reportable or non reportable. Actions taken during and after the incident. C. Personnel shall familiarize themselves with the location and use of equipment used in this guideline. Personnel shall insure the availability of this equipment through inventory and/or regular and frequent inspection. Equipment needed for spill containment is located SPCC RESOURCES: The following resource list is provided for quick reference: Fire: 9-911 Federal Contacts: National Response Center 1-800-424-8802 State Contacts: Mass DEP Emergency Response Dept. —Day: 1-508-946-2700,Night: 1-888-304-1133 Local Contact: Town of Barnstable, Health Division-Day: 1-508-862-4644,Night: fire or police call list Spill on the water, Harbormaster—Day: 1-508-790-6273,Night, fire or police call list DMF— 1-508-965-3286 Hazardous Waste Locker(at Natural Resource Building on Phinney's Lane): 1-508-790-6272 Duty officer (follow department's notification procedure) Phone Local Hazardous Materials Resources Phone Massachusetts State Hazardous Materials Team(Tiered Response)Phone On site and/or Local Resources: List equipment such as pads, booms, absorbents, tools, PPE available. Phone Off Site Contacts for spills beyond the capabilities of the facilities resources: Clean Harbors 1-800-645-8265 Clean Venture/Cycle Chem 1-508-872-5000 This docu rent drafted by COMM and Cotuit Fire Depts. In cooperation with the BCDHE. Pace 2 of 2 Environmental WO Partners A partnership for engineering solutions. September 26, 2011 Mr. David Ellis Solid Waste Section Chief Department of Environmental Protection—Southeastern Region 20 Riverside Drive Lakeville, Massachusetts 02347 RE: Barnstable Solid Waste Division Capped Municipal Landfill Post-Closure Monitoring Report-September 2011 Dear Mr. Ellis: Environmental Partners Group is submitting the enclosed Post-Closure Monitoring Report on behalf of the Town:of Barnstable"Department of Pubiic'Works. Please contact me if you have any questions or.need additional information.. Sincerely, Mark N. White Principal , �-- cc: Bob Lovell,Town of Barnstable Transfer Station Centerville Clsterville Marstons Mills Water District (Barnstable Health Department t 0- Quincy Office: Hyannis Office: 1900 Crown Colony Drive,Suite 402,Quincy,MA 02169 297 North Street,Suite 311,Hyannis,MA 02601 www.envpartners.com TL 617.657.0200•FX 617-657-0200 TL 508.568.5103•FX 508.568.5125 i g� L i � I'OstTCl®sure Landfill Deport i Barnstable Municipal Landfill Summer 2008 - Spring 2011 � September 2011 i ,,A 71, - r Environmental RO Partners GRC?UP A partnership for engineering solutions. 1900 Crown Colony Drive 297 North Street Phone:617-657-0200 Suite 402 Suite 311 Fax:617-657-0201 Quincy,MA 02169 Hyannis,MA 02601 www.envpartners.com i h iy Post-Closure Bi-Annual Landfill Report Summer 2008 — Spring 2011 Barnstable Municipal Landfill Prepared for: Town of Barnstable, Massachusetts iJ 1� August 2011 i 1 t Environme ntal NO Partners c::tzcwt> A partnership for engineering solutions. Quincy, MA www.efivpartnerr.com TABLE OF CONTENTS 1 1.0 SECTION ONE-INTRODUCTION 1.1 PURPOSE OF REPORT.........................................................................................................:............................ 1.2 LOCATION....................................................................... 1.3 SITE HISTORY...............................:.................:...............................................................................................1 1.4 APPROVED LANDFILL POST CLOSURE USES..........................................................:....................... 1................. 2.0 SUMMARY OF REGULATORY ACTIVITIES 2009—2011 2 3.0 GROUNDWATER MONITORING..............................................................................................................4 3.1 BACKGROUND.................................................................................................................................................4 3.2 SAMPLING METHODOLOGY............................................................................................................................4 3.3 SUMMER 2008 TO SPRING 2009 RESULTS.......................................................................................................5 ' 3.3.1 Description............................................................................................................................................5 3.3.2 Field Parametem...............................................:...................................................................................5 3.3.3 Inorganic Parameters............................................................................................................................6 3.3.4 Orranic Parameters...............................................:.......................:..:....,.....:........................................6 3.4 SPRING 2010 THROUGH SPRING 2011 RESULTS.......................:......................................................................7 3.4.1 Description......................................................................................................................:.....................7 3.4.2 Inorganic Parameters............................................................................................................................7 3.4.3 meanie Parameters..............................................................................................................................8 3.5 CONCLUSIONS............................................................................................................ .....................................8 4.0 SECTION FOUR—GAS MONITORING....................................................................................................8 4.1 INTRODUCTION..........................................................:....................................................................................8 4.2 BACKGROUND AND METHODOLOGY..............................................................................................................8 4.3 GAS SAMPLING RESULTS..............................................................................................................................10 4.4 CONCLUSIONS..............................................................................................................................................10 5.0 SECTION FIVE—LANDFILL INSPECTION.........................................................................................I I i 1 � BARNSTABLE MUNICIPAL LANDFILL i - POST-CLOSURE BI-ANNUAL LANDFILL REPORT (� 271-0901 ' LIST OF TABLES TABLE 3-1......................SUMMARY OF EXISTING MONITORING WELLS AND GROUNDWATER ELEVATIONS TABLE3-2.........................................:.............................................................................FIELD PARAMETERS ' TABLE 3-4...............................................................................................................INORGANIC PARAMETERS TABLE 3-3............................................................................................................... ORGANIC PARAMETERS TABLE 4-1..................................................................SUMMER 2008 QUARTERLY GAS SAMPLING RESULTS TABLE 4-2...................: .............................FALL 2008 QUARTERLY GAS SAMPLING RESULTS TABLE 4-3.....................................................................SPRING 2009 QUARTERLY GAS SAMPLING RESULTS TABLE 44..................................................................SUMMER 2009 QUARTERLY GAS SAMPLING RESULTS TABLE 4-5......................:............:.........:........FALL 2010 QUARTERLY GAS SAMPLING RESULTS ' TABLE 4-6...................................................WINTER 2010 QUARTERLY GAS SAMPLING RESULTS TABLE 4-7.....................................................SPRING 2011 QUARTERLY GAS SAMPLING RESULTS LIST OF FIGURES ' FIGURE 1..............................................................................AS BUILT PLAN OF THE BARNSTABLE LANDFILL FIGURE 2.......................................................................................SITE PLAN AND GAS MONITORING POINTS FIGURE 3...............................................................................................MONITORING WELL LOCATION MAP ` LIST OF APPENDICES APPENDIX A............................................................................................LABORATORY ANALYTICAL DATA APPENDIX B..............................................................TUNE 2011 LANDFILL INSPECTION FORM AND REPORT BARNSTABLE MUNICIPAL LANDFILL POST-CLOSURE BI-ANNUAL LANDFILL REPORT 11 271-0901 1.0 SECTION ONE - INTRODUCTION 1.1 Purpose of Report This report documents the post-closure monitoring activities at the Town of Barnstable (Town) Capped Municipal Landfill (Landfill) for Summer 2008 through Spring 2011. The purpose of this report is to summarize post-closure activity, groundwater monitoring, and landfill gas monitoring in accordance with the approved Landfill Closure and Post-Closure Plan. 1.2 Location The Barnstable Landfill is located in the Town of Barnstable north of Ro ute 28 in the Village of Marstons 5 Mills, with access to the Landfill provided. from Flint Street. The landfill limit of waste has an approximate area of 52 acres. The Town of Barnstable owns the Landfill property, which is contained on the 86-acre Solid Waste Division site, and is operated by the Town Department of Public Works (DPW). An as-built plan of the Landfill is included as Figure 1. Figure 2 is a map showing site features and landfill gas monitoring points. A map showing the location of the site monitoring .well network is included as Figure 3. 1.3 Site History The Landfill has been used for the collection and disposal of residential, municipal, commercial, and demolition debris from the Town of Barnstable for more than 60 years. Theexact date the Landfill was opened is unknown. The Landfill was first operated under the direction of the Town Board of Health ' (BOH). On July 1, 1978, the operation of the Landfill was turned over to the Town DPW. In 1983, the existing transfer station was constructed to eliminate the requirement for residents to dispose of their refuse at the working face of the Landfill. In 1991, the Town began sending its municipal solid waste (MSW) to the SEMASS resource recovery facility. The existing transfer station at the Landfill is now used to collect MSW for transfer to the Barnstable-Yarmouth regional transfer station and subsequent transfer by rail to the SEMASS facility. The Landfill was capped in 1996 and 1997. A new Transfer Facility was constructed at the site in 2002 and 2003. 1.4 Approved Landfill Post Closure Uses Approximately 6.7 acres of the easterly portion of the Landfill were capped with a Type B cap, which is designed for post-closure use by the Town Solid Waste Division.Approved post-closure uses include: • Material recycling I' BARNSTABLE MUNICIPAL LANDFILL 1 POST-CLOSURE BI-ANNUAL LANDFILL REPOR' 271-0901 1 i �10 Wastewater sludge stockpiling • Yard waste composting • Bulky waste processing • Processing of woody material from storm drainage ' Staging for snowplows and sanders in the winter. The overall Solid Waste Division site has additional solid waste related uses as described in detail in the _ February 22,2000 Solid Waste Transfer Facility Modification (BWP SW 21) Permit Application ' (Transmittal No. 41003527). These include: =; • Municipal Solid Waste Transfer Facilities • Construction and Demolition(C&D)Material Transfer Facilities • Recycling Operations 1 • Approved(by MADEP WPCD)Biosolids Land Application Sites. Final permit approval for the Solid Waste Transfer Facility Modification was received October 10, 2000. An approval to renew the authorization to operate the Solid Waste Transfer Facility was received on March 28, 2007. 1 In addition, approval for a Beneficial Use Determination on the use of catch basin cleanings(CBCs)at the Landfill was received November 13, 2000. The CBCs are being used for the construction of berms on the site.This authorization was renewed on November 2,2005. 2.0 SUMMARY OF REGULATORY ACTIVITIES 2009—2011 In June 2009, Environmental Partners reviewed the existing environmental monitoring program with Mr. Mark Dakers of DEP. Mr. Dakers concurred that the landfill gas and groundwater monitoring program ' should be revised and requested that the Town of Barnstable submit a BWP SW 22 Landfill-Minor Modification Permit. Environmental monitoring was suspended until the revised monitoring program was approved. On September 14, 2009, Environmental Partners Group, on behalf of the Town of Barnstable, submitted an Application for BWP SW 22 Landfill-Minor Modification to modify the Post Closure Monitoring (PCM) Plan for the site. On October 30, 2009, DEP requested supplemental information to complete its technical review of the application. The additional information was provided on December 14, 2009 and January 4, 2010. On January 13, 2010, DEP issued a Provisional Approval with Conditions to modify the PCEM Plan for the site. Following is a summary changes to the PCEM Plan. BARNSTABLE MUNICIPAL LANDFILL 2 POST-CLOSURE BI-ANNUAL LANDFILL REPORT ' 271-0901 r-- The original groundwater monitoring network consists of thirty (30) groundwater monitoring wells installed at twelve(12) locations and three(3)public water supply locations. All groundwater monitoring wells were sampled on a semi-annual basis for VOCs, inorganics and landfill indicator parameters. The original landfill-gas monitoring network consists of 92 soil-gas probes and three(3)landfill gas wells that -, were sampled quarterly for methane, percent oxygen, hydrogen sulfide and volatile organic compounds. ' The modified PCEM Plan consists of the following groundwater and soil gas sampling program: ' a. SEMI-ANNUAL sampling of groundwater from the following twelve (12) groundwater monitoring wells (B 1 A-R, BIB, B 1 C, B2A-R, B2B-R, B2C, B4B, B4C, C2B, C2C, C21) aand D6B) to be analyzed for VOCs by SW-846 Method 8260, and methyl ethyl ketone, methyl isobutyl ketone,and acetone SEMI-ANNUALLY. ' b. Annual sampling of groundwater from the following eleven (11) groundwater monitoring _ wells (BIA-R, BIB, BIC, B2A-R, B2B-R, B2C, B4B, B4C, C2B, C2C and C2D) to be ' analyzed for pH (in situ), alkalinity, temperature (in situ), specific conductance (in situ), nitrate (as nitrogen), total dissolved solids, chloride, iron, manganese, arsenic, barium, and ' lead. DEP recommends groundwater sampling events alternate between fall/winter and spring/summer events. c. During the calendar year 2010, analyze groundwater samples collected from monitoring wells B2C, C2B, C2C, C2-D,and D6B for the compound 1,4-dioxane, with a detection limit not greater than 3 ppb. If 1,4-dioxane is detected in any groundwater sample above the method reporting limit the Town shall continue sampling for 1,4-dioxane on a semi-annual basis. If 1,4-dioxane is not detected in groundwater samples above the method reporting limit,sampling may be discontinued for this parameter. d. Sampling of the following thirty-four(34) landfill soil-gas monitoring probes/wells quarterly for methane, percent LEL methane, percent oxygen, hydrogen sulfide and VOCs: EGW-1, EGW-2, EGW-3,40,45, 52, 56, 57, 58, 59A,59B, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71,72A, 72B,75R,79, 84,85, 86, 87, 89, 90,and 92. e. Identify the institutional controls that are in place, and/or to be put in place, to prevent ' installation of private wells within the areas that have been or have the potential to be impacted by landfill contaminants in groundwater. BARNSTABLE MUNICIPAL LANDFILL 3 POST-CLOSURE BI-ANNUAL LANDFILL REPORT ' 27l-0901 ' In following up with the Conditions of Approval for the Revised Post-Closure Monitoring Plan, item e., Environmental Partners personnel contacted Mr. Thomas McKean Director of Public Health with the Town of Barnstable Health Department, regarding institutional controls for private wells downgradient of the Barnstable Landfill. Mr. McKean is not aware of any institutional .controls downgradient of the ' Barnstable Landfill that would prevent installation of private wells within the areas that have been or have _ the potential to be impacted by landfill contaminants in groundwater. Mr. McKean did note that the ' Town requires that all new private wells or private wells associated with real estate transactions must be sampled for VOCs before being approved and any rental properties must test their well for VOCs every couple of years. 3.0 GROUNDWATER MONITORING 3.1 Background ' Between Summer 2008 and Spring 2009, groundwater monitoring for the Landfill was performed by Steams&Wheler, LLC. Sampling was performed in accordance with the PCM Plan approved by DEP on ' July 6, 1998. Beginning in Spring 2010, PCM was performed in accordance with the modified PCM Plan _ approved by DEP on January 13,2010. 3.2 Sampling Methodology ' During the monitoring period.from Summer 2008 through Spring 2009, all water samples were analyzed for general chemistry parameters, volatile organics (VOCs), filtered metals, and field parameters. The general chemistry parameters included analysis for alkalinity, chloride, sulfate, and total dissolved solids (TDS). Total metals included arsenic, barium , iron, manganese, and lead. The field parameters (pH, temperature, dissolved oxygen (DO), and conductivity) were measured in the field at each sample location. Beginning with the March 2010 groundwater sampling event, the general chemistry parameters were amended in accordance with the approved BWP SW25 permit to replace the sulfate parameter with nitrate. Groundwater.sampling was performed by Town of Barnstable personnel. The depth of water was recorded in each monitoring well prior to purging and sample collection. Table 3-1 presents a summary ' of the existing groundwater monitoring wells and groundwater elevations for Summer 2008 through Spring 2011. The wells were purged a minimum of three to five well volumes and allowed to recover prior to sampling. 1 .BARNSTABLE MUNICIPAL LANDFILL POST-CLOSURE BI-ANNUAL LANDFILL REPORT ' - 271.0901 t ' Dedicated, disposable bailers were used to collect groundwater samples from the monitoring wells. P g Dedicated poly line was used to lower the bailer into the well. Following the collection of each sample, ' they were placed in an ice-filled cooler. ' Samples for alkalinity, chloride, nitrate and TDS were analyzed at the Town of Barnstable Water Pollution Control laboratory. Samples for metals and VOCs from the Summer 2008 through Spring 2009 sampling events were submitted for analyses to the Alpha Analytical Laboratory. Samples from Spring 2010 through Spring 2011 were submitted to RI Analytical for analyses. All samples were submitted under proper chain-of-custody protocols. Laboratory results for the reporting period are included in Appendix A. 3.3 Summer 2008 to Spring 2009 Results 3.3.1 Description ' Between August and September of 2008 the Town sam led� P p 21 groundwater monitoring wells and three municipal water supply wells. Between March and May of 2009, the Town sampled 25 groundwater- monitoring wells and three municipal supply wells The wells label - P PP Y labeled DI-A, D 1-B, D l C, and D3 were not sampled in either event because they were dry. Wells labeled Bl-A, B2-A, and B2-B were not ' sampled in the Summer 2008 event because they were dry. Well D6-A was not sampled in the Spring 2009_.event because it was dry. Sampling results are discussed in this section. As required under 310 CMR 19.132(J), the analytical results are compared with Massachusetts Maximum Contaminant Levels (MCLs) and Secondary MCLs. 3.3.2 Field Parameters Field parameters measured during these two sampling events are summarized in Table 3-2. As shown, the groundwater pH at all locations except B 1-A, B4-A, B4-B, C 1-D, and C2-C were below the SMCL for pH of 6.5 to 8.5, for at least one of the two sampling events.. Generally, the lowest groundwater pHs were measured furthest downgradient at the"D"wells or distant landfill wells and the Pumps 3, 4 and 10. The fact that groundwater pH's are higher closer to the landfill indicates that the acidic conditions downgradient are not related to the landfill. Low pH in groundwater is common in the shallow aquifer on ' Cape Cod. BARNSTABLE MUNICIPAL LANDFILL 5 POST-CLOSURE BI-ANNUAL LANDFILL REPORT ' 271-0901 ` II f 3.3.3 Inorganic Parameters ' Analytical results for inorganic parameters are summarized in Table 3-3. Metals sample results are for P total metals as the samples were not filtered prior to analysis. Consistent with previous sampling rounds, concentrations of arsenic were detected in wells B1-B and B4-B above the MCL for arsenic of 0.01 mg/l. These wells are located at the edge of the landfill. In addition, concentrations of arsenic were detected at downgradient wells C2-B and D5-A above MCLs during both sampling events. Well B4-C during the ' Summer 2008 sampling event, and wells Bl-A, B2-A, B2-B during the Spring 2009 sampling event also exceeded the MCL for arsenic. Concentrations of arsenic detected above MCLs ranged from 0.025 to ' 0.081 µg/l. ' The MCL for lead (0.015 mg/1) was exceeded during both the Summer 2008 and Spring 2009 sampling events for well D5-A and concentrations of lead above MCLs were detected at wells B 1-A and B2-A in ' the Spring 2009 sampling event. Concentrations of lead detected above MCLs ranged from 0.063 to _ 0.137. Manganese was detected above the Secondary MCL (0.05 mg/1) at all locations in at least one sampling ' event, except the following water supply wells: Pumps 1, 2 and 2A and Pump 10. Iron was detected above the Secondary MCL (0.1 mg/1) at all locations except B5-A, D7-B and the three public water supply well locations. Concentrations of manganese and iron detected above SMCLs ranged from 0.07 to 14.2 mg/1 and 0.4 to 200 mg/1,respectively ' TDS was measured above the SecondaryMCL 500 m 1 at locations B2-A B - - ( � ) 2 C, C2 C and D7-B, with concentrations above SMCLs ranging from 512 to 1052 mg/l, with the highest TDS concentrations in the ' most downgradient well (D7-BO. ' 3.3.4 Organic Parameters Analytical results for organ-. compounds during the 2008-2009 sampling events are presented in Table 3- ' 4. Concentrations of vinyl chloride were detected at well C2-D (9.1 and 8.1 µg/1) above the MCL for vinyl chloride of 2 µg/l in both the Summer 2008 and Spring 2009 sampling events, respectively. This ' well location has historically had concentrations of vinyl chloride that exceed MCLs. BARNSTABLE MUNICIPAL LANDFILL 6 POST-CLOSURE BI-ANNUAL LANDFILL REPORT ' 271-0901 i 3.4 Spring 2010 through Spring 2011 Results 3.4.1 Description Beginning in Spring 2010, PCM sampling was performed in accordance with the DEP approved BWP SW22 Minor Modification dated January 13, 2010. Under the DEP approved modified PCM Plan, the Town conducted groundwater sampling activities between March and May of 2010. However, not all of the wells called for in the approved BWP SW22 permit were sampled. Only monitoring wells B2-A-R, B2-B-R, B2-C, B4-B, and B4-C were sampled during the Spring 2010 sampling event. Groundwater samples were also collected in Fall 2010 and Spring 2011 under the DEP modified PCM Plan. Samples were taken from all twelve wells during these sampling event. Sampling results are discussed below,and the laboratory analytical reports from the Spring and Fall 2010 ' and Spring 2011 sampling events are included in Appendix A. 3.4.2 Inorganic Parameters i Analytical results for inorganic parameters are summarized in Table 3-3. Metals sample results are for total metals as the samples were not filtered prior to analysis. Consistent with previous sampling rounds, concentrations of arsenic, ranging from 0.08 mg/1 to 0.39 mg/l,were detected in groundwater at locations B 1-B,B2-A and B2-B above the MCL for arsenic of 0.01 mg/l. . Lead was detected at location B2-A at a concentration of 0.046 mg/l, which is above the MCL for lead of 0.01 g/ , 5 mg/l. iBoth Iron and manganese was detected above their respective SMCL at all sample location in at least one of the three sampling events. The SMCL for iron is 0.3 and total iron concentrations above SMCLs ranging from 1.96 to 87.5 mg/l. The SMCL for manganese is 0.05 and total manganese concentrations above SMCLs ranging from 0.175 to 6.98 mg/l. The highest iron concentrations were detected in wells closest to the landfill, indicating that the source of at least some of the iron in groundwater may be from the landfill. Iron and manganese are also common in New England groundwater and, therefore, some of the iron and i, manganese may be related to background conditions. Also, the metals samples were not filtered, and as such, some of the metals detected in groundwater may be associated with suspended sediment and not representative of what may be mobile in groundwater. BARNSTABLE MUNICIPAL LANDFILL - 7 _ POST-CLOSURE B1-ANNUAL LANDFILL REPORT - _ i' 271-0901 - r3.4.3 Organic Parameters Analytical results for organic compounds during the Spring 2010 through Spring 2011 sampling events are presented in Table 3-4. 1,4 Dioxane was detected at location C2-B in the Fall 2010.sampling event at a concentration of 16 µg/l, which is above the MCL of 0.3 µg/l. In accordance with the Landfill Permit Modification, the Town has continued to sample for 1,3-dioxane. In Spring 2011, 1 4-dioxane was again detected C2-B at a concentration of 16 jig/I. Vinyl chloride has historically has been detected at location C2-D above MCLs (8 - 9 ,gg/l). Vinyl ! chloride was not detected above method detection limits in both the Fall 2010 and Spring 2011 sampling events, suggesting that the VOC groundwater plume may be undergoing natural attenuation. 3.5 Conclusions Results of the 2008-2011 groundwater-monitoring programs are in good general agreement with results from the 2006-2008 seasons. The overall frequency of detection of organic compounds in the Landfills' monitoring well network continues to be fairly low. The VOC data continues to indicate only subtle groundwater impacts, and no indication of a significant change in groundwater quality over time. Similarly, the inorganic data indicate that water quality is largely constant over this monitoring period. 4.0 SECTION FOUR—GAS MONITORING 4.1 Introduction 'r Results of the quarterly sampling for Landfill as from the Summer 2008 through q Y P g g ugh Spring 2011 are summarized in this section. In that time, seven gas sampling events have taken place at the following times: August 2008, October 2008, March 2009, May 2009, September 10, December 2010, and March 2011. Landfill gas sampling was performed by the Town of Barnstable personnel. Beginning in Spring r2010, landfill gas monitoring was performed in accordance with the modified PCM Plan approved by DEP on January 13,2010. 4.2 Background and Methodology One hundred gas-monitoring robes were installed between g g p n August and September of 1998. These were in addition to the 22 pre-existing gas-monitoring probes and three permanent gas monitoring wells, for a total of 122 probes and three permanent wells. These monitoring points are shown on Figure 2. Many of BARNSTABLE MUNICIPAL LANDFILL p POST-CLOSURE BI-ANNUAL LANDFILL REPORT O 271-0901 i these new monitoring points were installed to replace monitoring points damaged during the landfill capping construction. The majority of monitoring probes (Nos. 1-94) were located at the edge of refuse and/or adjacent to the Landfill property line, approximately 100 feet on center and were sampled quarterly. In addition to these monitoring probes, probe Nos. 95 to 119 were installed to monitor gas migration off-site if high methane and LEL readings were found at the Landfill property line. The August 2008 through May 2009 landfill gas sampling events were performed in accordance with this landfill gas monitoring network and included sampling of 3 landfill gas wells and 92 perimeter monitoring survey points/structures. The Application for BWP SW 22 Landfill-Minor Modification for the site included recommendations to ' reduce the scope of the landfill gas monitoring program. The DEP approved reduced landfill gas monitoring program includes quarterly sampling of 34 landfill soil-gas monitoring probes/wells for ' methane, percent LEL methane, percent oxygen, hydrogen sulfide and VOCs. The wells to be sampled include: EGW-1,EGW-2, EGW-3, 40, 45, 52,56, 57,58, 59A, 59B, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72A, 72B, 75R, 79, 84, 85, 86, 87, 89, 90,and 92. In response to the modified landfill gas monitoring program three new soil gas probes were installed by Environmental Partners Group personnel in April 2010. These probes were installed along the property boundary, to replace probes that were located at the edge of waste, but within the Town owned property. The first sampling event performed after the installation of these gas probes was September 2010. ' Keeping consistent with the probe construction employed by Stearns & Wheler, the probes were . constructed from 2.5 to 3-foot length schedule 40 PVC. A hand auger was used to bore into the soil approximately 2 to 2.5 feet below ground surface (bgs) and the PVC was then installed within the boring and backfilled to eliminate any gaps between the pipe and surrounding soil. Sampling has been preferably performed during days when the barometric pressure is low, and soils are saturated, creating conditions where gas migration potential is the greatest. Hourly weather data and field observations were collected to verify these conditions. Sampling equipment used for landfill gas monitoring included a GT Land Surveyor to analyze for percent LEL and percent methane by volume, ' percent oxygen, and parts per million (ppm) hydrogen sulfide. A MiniRAE Plus professional photo- ionization detector(PID)was used to measure VOCs. BARNSTABLE MUNICIPAL LANDFILL -POST-CLOSURE BI-ANNUAL LANDFILL REPORT 9 27I.0901 f ' Gas sampling was also performed in site structures, including conduits, floor drains or other potential gas pathways through floor slabs. A general survey of gas concentrations at low elevations, high elevations, confined spaces and in the breathing zone was performed. ' 4.3 Gas Sampling Results Quarterly gas monitoring results for August 2008 through March 2011 are summarized on Table 4-1 through 4-7. In the following gas monitoring events,no LEL or Methane detections were measured: • August 2008 • October 2008 ' • March 2009 • May 2009 Methane and LEL were not detected at any of the onsite landfill structures or permanent explosive gas wells. In May 2010, December 2010 and March 2011 LEL readings were all less than 25%. Elevated levels of VOCs were detected in a number of wells during �the August 2008, October 2008 and March 2009 sampling events. Following is a summary of total VOC hits above 50 ppm: ' • August 2008 gas probes 2, 3, 6, 33, 34B,36, 37, 39,43,47, 56, 57, and 61 and gas well EGW-3 • October 2008 gas probes 11A, 58, 59B, 61, 62, 66, 67, 68, 69, 71, 81R and gas wells EGW-3 and EGW-3 • March 2009 gas probes 1C, 5, 6, 14,and 50 The spatial distribution of gas probes and gas wells with VOC hits greater than 50 ppm does not indicate one particular area of concern. VOC hits greater than 50 ppm were measured along the eastern, northern, and western sides of the landfill. VOCs were also detected in May 2009, but at concentrations less than ' 26 ppm. VOC concentrations in September 2010, December 2010, and March 2010 were non-detect. In addition, VOCs were not detected in any groundwater monitoring wells adjacent to the landfill (B-1, B-2 tand B-4 clusters). 4.4 Conclusions Based on data from previous biennial reports for the Barnstable Landfill, the number of monitoring probes exceeding 25 percent LEL has decreased from eight probes in 2000 to three probes in 2001, down jto one probe in 2002, and minimal reports from 2004-2001. In this current reporting period there were no BARNSTABLE MUNICIPAL LANDFILL - 10 POST-CLOSURE BI-ANNUAL LANDFILL REPORT 271-0901 rreports of elevated methane or LEL in any of the wells. The last time methane concentrations exceeded 25 percent of the LEL was in June 2005. These sampling data indicate that the site remedy (gas venting wells and spinners) along the northern landfill property boundary are functions as they should be. Concentrations of VOCs were measured in some landfill gas probes and wells in August 2008, October 2009, March 2009 and May 2009. The spatial distribution of VOCs hits in the landfill gas does not ' indicate specific area of concern; rather VOC hits are measured along the eastern, northern and western sides of the landfill. 5.0 SECTION FIVE—LANDFILL INSPECTION ' The DEP issued Provisional Approval with Conditions letter from DEP requires that landfill inspections be performed biennially at the site and that the results be included in the Post-Closure Biennial Report. ' On June 29, 2011, Environmental Partners Group personnel conducted and landfill site inspection. A Landfill Site Inspection Form and Report are included in Appendix B. As indicated in the attached ' report, overall conditions at the landfill were good. Landfill vegetative cover is in good condition, with no observed invasive species. The area erosion area on the southeastern side-slope of the landfill that was identified in the last site visit with Mr. Mark Dakers of DEP,has.been repaired. Some vegetative growth was observed in the mid-slcpe and toe-of-slope swales on the south-southeast side of the landfill, but no trees were present. Two landfill gas vents were knocked over, but Barnstable Landfill and Transfer Station personnel were aware of this and were going to repair the gas vents. In addition, three landfill gas vent spinners on the north-northeast side of the landfill were not operating. i BARNSTABLE MUNICIPAL LANDFILL 1 7 POST-CLOSURE BI-ANNUAL LANDFILL REP01T t 1 ' 271-0901 1 1 1 1 1 rAsaes 1 TABLE 3-1 SUMMARY OF EXISTING MONITORING WELLS AND GROUNDWATER ELEVATIONS ,l BARNSTABLE MUNICIPAL LANDFILL Town of Barnstable,Massachusetts Groundwater Elevations"' Date Total Depth Screened PVC Riser Measuring Summer- Spring Spring- Spring - Well 3) Well ID Installed Drilled(1) . Interval") (2)Stick-up Point Elev. Comments 08 09 10 Fall-10 11 B 1-A* 5/19/1981 24.5 19.5-24.5 1.8 59.7 29.73 33.62 26.60 25.57 ' B l-B 1/19/1981 34.7 29.7-34.7 2.2 60 29.60 31.05 29.45 28.48 B 1-C 5/19/1981 44.8 39.8-44.8 1.9 59.7 32.74 34.18 1 25.97 25.03 131-1) 5/19/1981 66 61-66 2.3 60.4 29.81 31.27 - B.2-A* 5/19/1981 25.4 20.4-25.4 1.6 59.44 - 30.28 32.20 27.17 ' B2-B* 5/21/1981 38.2 33.2-38.2 1.7 59.6 - 30.39 29.26 28.25 B'2-C 5/22/1981 47.8 42.847.8 1.9 59.8 28.61 29.65 30.22 29.17 132-D 5,119/1981 58.8 53.8-58.8 1.6 60.5 28.68 29.66 - ' 134-A 10/3/1981 40 35-40 2 62.4 28.71 29.98 - B4�,B 10/3/1981 50 45-50 2 62.5 29.11 30.39 32.02 30.81 B4-C 10/3/1981 60 55-60 2 62.7 29.69 30.96 31.64 31.10 135-A 8/20/1991 57,1 47-57 2 60.6 30.58 31.77 - Cl-A 9/24/1981 25.7 20.7-25.7 0.8 41.4 26.45 27.67 Cl-B 9/24/1981 35.5 30.5-35.5 0.8 41.4 26.12 27.35 - Cl-C 9/25/1981 45.2 40.2-45.2 1 41.7 26.30 27.52 - ' Cl-D 9/25/1981 60.5 55.5-60.5 1.2 41.9 26.44 27.66 - C2-A 9/23/1981 25.5 20.5-25.5 0.4 35.8 20.19 22.24 -B 9/23/1981 35.7 30.7-35.7 0.5 35.7 19.82 22.25 16.81 13.65 ' 0-C 9/23/1981 50.7 45.7-50.7 0.6 36.1 20.60 22.25 14.31 13.36 -M 9/23/1981 66.3 61.3-66.3 1 36 20.19 22.1 14.22 13.28 DI-A. 10/16/1984 15 I0.0-15.0 0 38.41 Dry Since 6/96 - - - ' D1-13 10/16/1984 25 2025 0 38.2 - - = DI-C 10/16/1984 35 30-35 0 38.6 20.00 D3 10/17/1984 58.5 53.5 58.5 0.3 46 - - D4-A 4/21/1989 49 39-49 - 54.1 9.71 11.99 - ' D4-13 4/19/1989 60 47-57 - 53.8 9.73 12.02 - D5-A 8/21/1997 45.7 35-45 2 38.4 7.77 8.85 D6-A 7/21/1998 42 32-42 - 54.6 - - - V6-B 7/22/1998 73 63-73 - 54.2 10.94 11.87 42.60 41.55 ' D7-B 2/23/2000 100 90-100 54.2 7.05 8.41 - �I ' Notes: 1. Feet below ground surface ' 2. Feet above ground surface 3. Feet in elevation relative to National Geodetic Vertical Datum 4. (-)no groundwater reading taken 5. N/A=Not Available/Not Sampled ' *B1-A,132-A and 132-13 were replaced by B1-A,132-A-R and 132-13-R Source Information on wells installed prior to 1993: Graghty&Miller, 1993. Wells shaded in terra cotta are required under the revised January 2010 groundwater monitoring program. n TABLE 3-2 P FIELD PARAMETERS BARNSTABLE MUNICIPAL LANDFILL Town of Barnstable, Massachusetts 1 SAMPLE W Well Total ELL LOCATION DATE TIME DTW(ft) Depth ft DIAMETER in SMCL ' Sum.-08 Spr:09 Spr:10 Fall-10 Spr:11 Sum:08 Spr:09 Spr:10 Fall-10 Spr:11 Sum:08 Spr:09 Spr710 Fall-10 .Spr.11 B1-A 8/30/2008 4/18/2009 10/10/2010 4/21/2011 11:35 10:05 10:00 16:31 29.97 26.08 26.60 25.57 36.55 2 ' BI-B 8/30/2008 4/18/2009 10/10/2010 4/21/2011 11:35 10:05 10:00 16:31 30.4 28.95 29.45 28.48 43.49 1.25 Bl-C 8/30/2008 4/18/2009 10/10/2010 4/21/2011 11:35 10:05 10:00 16:31 26.96 25.52 25.97 25.03 54.43 1.25 131-1) 8/30/2008 4/18/2009 - - 11:35 1 10:05 - 30.59 29.13 - 75.01 1.25 ' B2-A 8/30/2008 3/21/2009 9/25/2010 4/21/2011 10:50 12:30 12:30 16:31 DRY 29.16 32.20 27.17 25.40 2 B2-B 8/30/2008 3/21/2009 9/25/2010 4/21/2011 10:50 12:30 12:30 16:31 DRY 29.21 29.26 28.25 48.50 2 If" B2-C 8/30/2008 3/21/2009 9/25/2010 4/21/2011 10:50 12:30 12:30 16:31 31.19 30.15 30.22 29.17 58.50 1.25 ' B2-D 8/30/2008 3/21/2009 - - 10:50 12:30 - 31.82 30.84 - 66.85 1.25 134-A 8/30/2008 3/21/2009 - - 10:15 10:30 - 33.69 32.42 - 41.78 2 B4-B 8/30/2008 3/21/2009 9/25/2010 4/21/2011 10:15 10:30 11:20 14:31 33.39 32.11 32.02 30.81 51.32 2 ' B4=C 8/30/2008 3/21/2009 9/25/2010 4/21/2011 10:15 10:30 11:20 14:31 33.01 31.74 31.64 31.10 61.38 2 B5-A 8/20/2008 4/18/2009 - - 14:40 11:45 - 30.02 28.83 - 57.10 2 Cl-A 9/16/2008 5/12/2009 14:40 14:45 14.95 13.73 25.25 1.25 C1-B - - - -9/16/2008 5/12/2009 14:40 14:45 15.28 14.05 35.34 1.25 Cl-C 9/16/2008 5/12/2009 - - 14:40 14:45 - 15.4 14.18 - 44.78 1.25 ' Cl-D 9/16/2008 5/12/2009 14:40 14:45 15.46 14.24 55.41 1.25 - C2-A 9/16/2008 5/12/2009 - - 15:40 15:45 - 15.61 13.56 25.26 1.25 C2-B 9/16/2008 5/12/2009 9/25/2010 4/21/2011 15:40 15:45 12:35 10:00 15.88 13.45 16.81 13.65 35.22 1.25 C2-C 9/16/2008 5/12/2009 9/25/2010 4/21/2011 15:40 15:45 12:35 10:00 15.5 13.85 14.31 13.36 50.25 1.25 C2-1? 9/16/2008 5/12/2009 9/25/2010 4/21/2011 15:40 15:45 12:35 10:00 15.81 13.9 14.22 13.28 65.66 1.25 DI-A 8/28/2008 4/18/2009 - - 14:45 12:15 - DRY DRY - 16.30 1.25 Dl-B 8/28/2008 4/18/2009 - - 14:45 12:15 - DRY DRY - 22.55 1.25 _ D1-C 8/28/2008 4/18/2009 - - 14:45 12:15 - 18.6 DRY - 27.70 1.25 D3 8/28/2008 4/18/2009 - - 15:15 11:50 - DRY DRY - 38.00 1.25 ' D4-A 8/28/2008 5/12/2009 - - 15:45 1 16:30 - 44.39 42.11 - 50.20 2 D4-13 8/28/2008 5/12/2009 - - 15:45 16:30 - 44.07 41.78 - 60.20 2 D5-A 8/20/2008 4/18/2009 - - 15:32 12:25 - 30.63 29.55 = 45.76 2 D6-A 8/28/2008 4/18/2009 14:30 12:45 DRY DRY 7 41.38 2 I D6-B 8/20/2008 4/18/2009 9/25/2010 4/21/2011 15:58 12:45 13:30 10:00 43.26 42.33 42.60 41.55 73.22 2 D7-13 8/20/2008 4/18/2009 - - 14:58 13:15 - 47.15 45.79 - 101.00 2 PUMPS 1&2&2A 8/29/2008 3/31/2009 - - 9:00 9:30 - N/A N/A - N/A N/A ' PUMPS 3&4 8/29/2008 3/31/2009 - - 9:15 10:00 - N/A N/A - N/A N/A PUMP 10 8/29/2008 3/31/2009 - - 9:30 1 10:15 - N/A I N/A - N/A N/A Note 1: Insufficient Water in Well to Sample ' Note 2: Dead Animal in Well;Not Sampled - : Not Sampled ' N/A: Not Applicable L�J Wells shaded in green are required under the revised January 2010 groundwater monitoring program. i BOLD Wells highlighted in yellow and bolded have values that fall outside of Massachusettes Maximum Contaminant Levels or Secondary Maximum Contaminant Levels rl TABLE 3-2 FIELD PARAMETERS ' BARNSTABLE MUNICIPAL LANDFILL Town of Barnstable, Massachusetts ' SAMPLE GALLONS PURGED TEMP(deg C) pH COND(mS/cm) DO(mg/L) LOCATION SMCL 6.5-8.5 ' Sum:08 Spr.09 Spr.:10 Fall-10 Spr:11 Sum:08 Spr:09 Spr:10 Fall-10. Spr:11 Sum:08 Spr:09 Spr:10 Fall-10 Spr:11 Sum:08 Spr:09, Spr.-10 Fall-10 Spr:11 Sum:08 Spr:09 B 1-A Note 1 5 5 -6.5 Note 1 9.12 12.5 10.7 Note 1 6.67 6.39 6.5 Note 1 298 460 595 Note 1 0.7 ' B 1-B 3 3 1 -3.75 12.03 10.87 11.1 11.6 6.68 6.53 6.69 6.77 373 216 440 490 3.74 1.25 B 1-C 4 4 3 -5.90 12.99 10.63 11.6 10.8 6.58 6.41 6.58 6.57 399 243 450 620 3.14 0.73 B1-D 8 9 - 11.45 10.2 6.33 6.7 131 55 5.99 5.5 ' B2-A Note 1 6 5 -7.25 Note 1 11.06 15.7 13.8 Note 1 6.16 6.56 6.56 Note 1 374 600 895 Note 1 0.2 B2-B DRY 11 11 - 12.5 DRY 12.29 15.3 14.9 DRY 6.47 6.86 6.79 DRY 126 500 840 DRY 3.52 1' B2-C 5 5 15 -5.6 16.13 12.73 18.3 12.6 6.58 6.48 7.20 7.27 623 286 320 325 4.05 0.77 ' B2-D 7 7 - 16.12 12.15 6.47 6.69 234 80 3.3 5.3 B4-A 3 4 - 10.84 11.04 6.99 6.64 349 168 1.38 1.21 B4-B 10 11 11 13 10.93 11.03 23.2 11.8 7.2 6.79 5.92 6.79 353 176 430 500 0.35 0.9 t B4=C 15 - 16 --- 11 16 11.5 10.62 12:7--- -11.8 6.74 6.39 7.06 6.91 627' 192 440 475 0.29 0.91 B5-A 13 11 - 13.48 12.3 5.52 6.7 526 202 0.75 0.56 ' C 1-A 2 2 13.03 9.91 5.07 6.12 251 121 0.99 2.35 - Cl-B 4 4 12.17 9.97 5.86 6.23 338 169 0.36 1.51 F: C l-C 4 5 - 12.1 1.07 5.85 6.13 184 141 1.2 3.12 ' C 1-D 7 7 12.23 10.07 6.94 6.65 157 84 3.6 5.49 C2-A 2 2 - 13.26 10.13 4.89 5.1 142 95 4.42 5.8 C2-B 2 3 2 -2.6 12.62 10.47 12 9.2 6.98 6.27 6.81 6.68 1099 137 1000 1420 <0.1 2.61 ' C2-C 6 6 5 -6.18 12.79 10.46 17.5 8.9 6.58 6.6 4.94 4.96 230 576 160 395 1.37 0.01 C2-D 6 6 5 -6.55 12.73 10.83 17.6 9.1 6.67 6.23 6.39 6.04 430 242 350 370 0.12 1.16 DI-A DRY DRY - DRY DRY DRY DRY DRY DRY DRY DRY ' DI-B DRY DRY - DRY DRY DRY DRY DRY DRY DRY DRY D1-C Note 1 DRY - Note 1 DRY Note 1 DRY Note 1 DRY Note 1 DRY D3 DRY DRY - DRY DRY DRY DRY DRY DRY DRY DRY D4-A Note 2 4 Note 2 11.94 Note 2 5.79 Note 2 65 Note 2 6.2 D4-B 8 9 - 12.32 11.84 5.47 5.6 930 40 8.78 8.47 ' D5-A 7 2 - 11.83 12.06 5.2 6.3 323 107 0.97 3 D6-A DRY DRY - DRY DRY DRY DRY DRY DRY DRY DRY D6-B 14 12 10 - 13 - 12.07 15.3 5.36 4.73 5.60 95 89 120 - 3.91 ' D7-B 25 20 - 12.58 11.65 5.61 5.73 145 30.61 1.79 7.07 PUMPS 1&2&2A N/A N/A = 10.99 10.43 5.91 7.07 813 49.5 8.59 6.23 PUMPS 3&4 N/A N/A 11.75 10.76 5.52 5.87 1117 63.8 8.66 5.01 PUMP 10 N/A N/A - 11.51 10.98 5.64 5.65 111 63.03 7.71 5.94 1 L TABLE 3-3 INORGANIC PARAMETERS BARNSTABLE MUNICIPAL LANDFILL Town of Barnstable, Massachusetts SAMPLE Arsenic(mg/1) Barium (mg/1) Lead(mg/1) Manganese(mg/1) LOCATION MCO) 0.01 2.00 01.015 - ' SMCO) - - - 0.05 DATE Sum:08 Spr:09 Spr:10 I Fall-10 I Spr.-11 Sum:08 I Spr.-09 Spr.-10 I Fall-10 I Spr.=11 I Sum:08 Spr.-09 Spr.-10 Fall-10 I Spr.-11 I Sum.-08 I Spr:09 I Spr.-10 Fall-10 Spr:11 B1-A DRY 0.081 - ND ND DRY 0.573 - 0.278 0.082 DRY 0.137 - 0.068 ND DRY 14.200 - 6.98 1.57 r B 1-B 0.077 0.061 - 0.39 0.18 0.041 0.034 - 0.115 0.092 ND ND - ND ND 0.921 1.020 - 0.884 0.627 B 1-C ND 0.007 - ND ND 0.038 0.068 - 0.098 0.150 ND ND - ND ND 1.540 1.990 - 3.46 2.20 B 1-D ND ND - - - 0.010 ND - - - ND ND - - - 0.275 0.154 - - - B2-A DRY 0.056 ND 0.18 ND DRY 0.280 0.107 0.228 0.120 DRY 0.071 ND 0.046 ND DRY 2.110 1.17 1.33 1.00 B2-B DRY 0.065 0.08 0.42 0.12 DRY 0.076 0.032 0.094 0.042 DRY ND ND ND ND DRY 0.670 0.399 0.534 0.650 ' R2-C ND ND ND ND ND 0.032 0.033 0.012 0.033 0.046 ND ND ND ND ND 1.280 1.220 ND 0.28 0.175 r B2-1) ND ND - - - 0.015 0.016 - - - ND ND - - - 0.114 0.173 - - - ' B4-A ND 0.005 - - - 0.016 0.016 - - ND ND - - - 0.070 0.530 - - - B4 B 0.030 0.039 ND ND ND 0.026 0.023 0.017 0.027 0.020 ND ND ND ND ND 1.070 0.944 0.504 1.54 1.05 134-C 0.025 ND ND ND ND 0.043 0.018 0.014 0.024 0.021 ND ND ND ND ND 4.670 1.770 0.010 0.622 0.049 B5-A ND ND - - - 0.032 0.037 - - - ND ND - - - 6.300 7.350 - - - C 1-A ND ND - - - 0.054 0.034 - - - ND ND - - - 7.840 5.820 - - - C 1-B ND ND - - - 0.161 0.141 - = = ND ND - _ - 7.000 6.370 - _ - C 1-C ND ND 0.036 0.060 ND ND 3.720 2.980 C 1-D ND ND - - - ND 0.010 - - - ND ND - - - 0.693 0.942 - - - ' C2-A ND ND - - - 0.086 0.145 - - - ND ND - - - 0.303 0.337 = - - C2B 0.040 0.037 - ND ND 0.058 0.064 0.101 0.352 ND ND ND ND 0.731 0.774 2.27 2.04 C-2.-C ND ND - ND ND 0.118 0.098 - 0.069 0.209 ND ND - ND ND 2.700 3.090 - 0.232 0.010 C2-D ND ND - ND ND 0.033 0.033 - 0.063 0.109 ND ND - ND ND 0.241 0.211 - 0.401 0.010 D5-A 0.069 0.044 - - - 0.503 0.382 - - - 0.110 0.063 - - - 2.540 1.720 - - - D6-A DRY DRY - - - DRY DRY - - - DRY DRY - - - DRY DRY - - - iD6-B ND ND - ND ND 0.040 0.020 - 0.050 0.050 ND ND - ND ND 0.049 0.096 - 0.297 0.297 D7-B ND ND - - - ND ND - - - ND ND - - - 0.224 0.022 - - - PUMPS 1&2&2A ND ND - - - 0.019 0.024 - = = ND ND - = - 0.029 0.017 PUMPS 3&4 ND ND 0.035 0.032 ND ND 0.048 0.066 PUMP 10 ND ND - - - 0.017 0.017 - - - ND ND - - - 0.018 0.023 - - - SNotes: 1. MCL Standards refer to the Massachusetts Maximum Contaminant Levels identified in "Standards and Guidelines for Contaminants in Massachusetts Drinking Waters" Spring 2006 2. SMCL Standars refer to the Secondary Maximum Contaminant Levels identified in "Standards and Guidelines for Contaminants in Massachusetts Drinking Waters" Spring 2006 3. ND=Not Detected 4. -=Not Sampled j Wells shaded in green are required under the revised January 2010 groundwater monitoring program. BOLD Wells highlighted in yellow and bolded have values that fall outside of MCLs or SMCLs TABLE 3-3 INORGANIC PARAMETERS BARNSTABLE MUNICIPAL LANDFILL Town of Bamstable, Massachusetts SAMPLE LOCATION Iron(mg/1) Alkalinity(mg/1) Chloride(mg/1) Sulfate(mg/1) TDS(mg/L) � MCLOI� - - - - - i SMCL(" 0.30 - 250 250 500 DATE Sum.-08 Spr:09 Spr.-10 Fall-10 Spr.41 Sum:08 Spr:09 Spr;10 Fall-10 Spr:11 S_um.-08 Spr:09 Spr.-10 Fall-10 Spr:11 Sum.-08 pr.-09 5pr:10 Sum:08 Spr:09 Spr:-10 Fall-10 Spr:11 B 1-A DRY 200 - 85.8 16.5 DRY >226 - 270 246 DRY 21 - 25 14 DRY 104 - DRY 480 - 356 354 BI-13, 38 42 - 87.5 36.2 167 149 - 251 227 33 20 - 23 33 54 196 - 330 496 - 384 362 131-C 24 32 = 27.3 33.2 >226 200 = 258 253 21 19 - 21 22 10 42 - 314 312 - 344 458 Bl-D 2.4 1.5 41 40 10 21 19 19 128 132 B2-A DRY 90 32.6 67.0 28.8 DRY >226 - 210 254 DRY 100 - 67 54 DRY < 1 - DRY 548 - 440 408 1 2 B DRY 27 15.4 44 25 DRY 143 - 216 244 DRY 58 - 92 103 DRY 10 - DRY 288 - 410 476 112=C 24 22 ND 3.36 2.78 195 191 - 121 191 156 147 25 19 14 8 512 522 456 404 B2-D 2.3 4.5 - - - 132 79 - - - 10 14 - - - 16 15 - 216 170 - - - iB4-A 2.2 3.1 - - - 164 159 - - - 17 21 - - - 76 57 - 330 322 - - - r B4-$ 11.0 10 2.56 4.12 7.92 156 151 - 176 229 27 24 - 41 38 57 60 - 354 320 - 292 324 B4-C 7.70 0.38 0.100 1.96 1.42 160 131 - 167 236 125 50 - 45 12 98 71 - 446 328 - 352 336 B5-A ND ND - - - 175 184 - - - 70 73 - - - 86 114 - 418 428 - - - C1-A 0.24 0.38 - - - 56 48 - - - 35 43 - - - 90 55 - 244 220 - - - i CI-B 0.61 0.4 = - - 486 151 - - - 18 19 - _ - 126 110 - 378 342 - = = Cl-C 2.60 13 112 229 41 66 34 30 268 434 Cl-D 9.00 7.9 - - - 85 887 - - - 29 29 - - - 19 13 - 140 176 - - - i C2-A 1.1 0.84 - - - 123 56 - - - 46 62 - - - 15 15 - 152 172 - - - (2-B 37 27 - 17.1 4.84 192 196 - 294 263 241 49 - 205 187 3 22 - 1012 302 - 620 744 C2-C 35 40 - 1.71 0.606 176 259 - 13 48 44 226 - 52 155 13 6 - 244 948 - 274 294 C2.1) 14 12 - 3.13 1.09 233 231 - 56 93 80 73 - 68 56 7 4 - 398 214 - 118 274 D5-A 130 79 - - - 88 96 - - - '56 60 - - - 28 36 - 234 224 D&A DRY DRY - - - DRY DRY - - - DRY DRY - - - DRY DRY - DRY DRY - - - D'6-B 0.60 0.2 - 1.53 1.53 < 1 1 - - - 18 79 - - - 10 5 - 58 136 - - - D7-B ND 0.19 - - - 9 8 - - - 20 32 - - - 33 < 1 - 1052 84 - - - PUMPS 1&2&2A ND ND - - 3 < 1 - - - 24 27 - - 8 9 - 90 92 PUMPS 3&4 ND ND - 2 < 1 -35 35 8 12 98 120 - - - PUMP 10 0.07 0.09 1 - - - 6 < 1 - - - 38 39 - - - 11 16 - 106 106 - - - i i i TABLE 3-4 ORGANIC PARAMETERS BARNSTABLE MUNICIPAL LANDFILL Town of Barnstable,Massachusetts MCL SMCLs BI-A IIt-B BI C_- Bl-D E32-A _ E32-B B�C _- _ B2-D B4-A II4-B _ B4-C _ BS-A Cl-A Cl-B Cl-C Cl-D C2-A CZ'II _ m a o ,�_ -.m a o ., m _o w o� w a o o ,� w o, o ., o0 0, o o m a oo a w a o 0 0o a o 0 0o rn mo a m a c a oo a m a o o _ o' q q "' o � o q .. o ., q q = = q q o q _ _. q q � � o q ... 4 g q o q 4 -; q q — - q 4 �? 4 0 � q q �? �? m eo m m on m oo C m m m m m m m eo $ m m m Anal u ug/1��) ug/1 tz) a c a , a $ a a a a 1i a a s a a c a $ a a a a a a a u� Volatile,4Dio anics - 1,ti Dioxane 0.3 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS - NS NS NS NS NS NS N$ NS NS NS NS NS NS - NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS 16 16 Dichlorodifluoromethane 1400 DRY NS - NS NS - - UTS UTS NS Chloromethane DRY - NS - NS - NS - - UTS UTS - - - - - - - - - - - NS Vinyl Chloride 2 DRY - NS - - NS - - NS - - UTS - UTS - - - - - - - - - - - - - - - - - - - - - NS - - �li� Bromomethane 10 DRY - NS - NS - NS - UTS = UTS = - - - - - - - - - - - - - - - - - - - - - NS - Cldomethane DRY - NS - - NS - NS - - UTS UTS NS - Trichlorofluoromethane DRY - NS - NS - NS - UTS UTS NS - 1,1-Dichloroethene 7 DRY - NS - NS NS - UTS UTS - - - - - - NS - Methylene Chloride 5 DRY - NS - - - NS - - - - NS - UTS UTS 2.50 2.00 - - - - - NS - Meth 1-Ten-Butt-Ether 70 DRY - NS - 0.61 - NS - NS - UTS 0.53 UTS 1.30 1.20 - - 1.00 NS Trans-1,2-Dichloroethene 100 DRY - NS - NS - NS - - UTS UTS NS 1,1-Dichloroethane 70 DRY - NS NS - NS - - UTS UTS - - - - - - - - - - - NS - 2 2-Dichloro ro ane DRY - NS - NS NS - - UTS UTS NS - y� cis-1,2-Dichloroethene 70 DRY - NS - NS - NS - - - UTS - - - UTS - 1.10 0.88 - - - - - - - - - - - - - - 0.51 - - - NS Chloroform 70 DRY - NS - NS NS - - UTS UTS 0.66 NS - Bromochloromethane DRY - NS - NS NS - - UTS UTS - - - - - - - NS - 1,1,1-Trichloroethane 200 DRY - NS - NS NS - - UTS UTS - - - - - - - - - NS - 1,1-Dichloropropene DRY - NS - NS NS - UTS UTS - - - - - - - - - - NS - f Carbon Tetrachloride 5 DRY - NS NS - - NS - UTS - - UTS - - - - - NS 1,2-Dichloroethane 5 DRY - NS - INS NS - - UTS UTS NS - Benzene 5 DRY - NS - NS NS - - UTS UTS NS - Trichloroethene 5 DRY - NS - NS NS - UTS UTS - - - - - - - NS - ' 1,2-Dichloropropane 5 DRY - NS - - NS - - NS - UTS - - - UTS - NS Bromodichloromethane DRY - NS - - NS - NS - UTS UTS _ NS - Drbromomethane DRY - NS - NS NS - UTS UTS - - - - - - - - - NS - S cis-1,3-Dichloropropene 0.4t DRY - NS - NS - NS - U7S UTS - - - - - - - - - NS - Toluene 1000 DRY - NS - NS - NS 41 UTS - UTS - - - - - - - - - - NS - Ji trans-13-Dichloro a 0.4") DRY - NS - - NS - - NS - - - - UTS - - - UTS - - - - - - - - - - - - - - - - - - - - - - NS - 1,1,2-Trichloroethane 5 DRY - NS - NS - NS - - UTS UTS NS - 1,3-Dichloropropane DRY - NS - NS - NS - - UTS UTS - - - - - - - NS - Tetrachloroethene 5 DRY - NS - NS - NS - UTS UTS - - - - - - - - NS - Drbromocliloromethane DRY - NS NS - NS - iJTS UTS 0.66 - - - - - - - - - NS - 1 1,2-Drbromomethanc 0.02 DRY - NS - NS - NS - - UTS UTS NS " Chlorobenzene 100 DRY - NS - NS - 0.55 - NS - UTS 2.50 2.00 1.0 UTS 0.95 - 0.76 0.54 NS - 1,1,1,2-Tetmchloroethane DRY - NS - NS - - NS - - UTS - - - UTS - - - - - - - - - - - - - - - - - NS - Ethylbenzene 700 DRY - NS - NS - NS - - - UTS UTS - - - - - - - - NS - m-X lene 1000011) DRY - NS - NS NS - UTS UTS NS o-Xylene 10000 ) DRY - NS - NS - NS - - UTS UTS NS - Styrene 100 DRY - NS - NS - NS - - UTS UTS - - - - - - - NS - Iso ]benzene DRY - NS - NS - NS - UTS UTS - - - - - NS - Bromoform DRY - NS - NS NS UTS UTS - - - - - - - - - - - - - NS � 1,1,2,2-Tetrachloroethane DRY - NS - - - NS - - - - NS - - UTS - - - - UTS - - - - - - - - - - - - - - - - - - - - - - _ - - - NS - - 1 2 3-Trichloro ane DRY - NS - NS - NS - UTS UTS - - NS - Bromobenzene DRY - NS - NS - NS - UTS UTS - - - - - - - - - - - - - - - NS - x NS _ n-Propylbeozene DRY - NS - - - NS - - - - NS - - - - UTS - - - UTS - - - - - - - - - _ - - - - _ - _ _ 2-Chlomtoluene DRY - NS - NS NS - - UTS UTS NS - �� NS 1,3,5-Thniethylbenzene DRY - NS - NS - NS - - UTS UTS - - - - - _ _ - _ _ _ _ _ _ _ - - NS - 4-Chlorotoluene DRY - NS - NS - NS - - UTS UTS - - - - - - - - " tert-B ]benzene DRY - NS - NS - NS - - UTS UTS - - - - - NS - 1,2,4-Trimethylbenzene DRY - NS - NS - NS - - UTS UTS - - NS - ' sec-Butylbenzene DRY - NS - NS NS - - UTS UTS - - - - - NS 2-Butanone MEK 4000 DRY - NS - NS NS - UTS UTS NS - 1,3-Dichlorobenzene DRY - NS NS - NS - UTS UTS - - - - - - - NS - 1,4-Dichlorobenzene 5 DRY - NS - NS NS - UTS 1.40 1.0 UTS - - - - - - - - - 0.90 0.57 NS - n-Bu ]benzene DRY - NS - - NS - - NS - UTS UTS - - - - - - - - - NS 1,2-Dichlorobenzene 600 DRY - NS NS - NS - - UTS UTS NS - 1,2-Dibromo-3-Chloropropane 0.2 DRY - NS - NS NS - UTS UTS - - NS - 1 2 4-Trichlombenzene 70 DRY - NS - NS NS - UTS UTS - NS - Hexachlorobutadiene DRY - NS - NS - NS - - UTS UTS - - - - - - - - - - - NS - Naphthalene 140 DRY - NS - - NS - NS - UTS - - UTS - - - - - - - - - - - - - - - - - - - - - - - - NS - Acetone 6300 DRY - NS - NS - NS - UTS 12.0 UTS NS - 1,2,3-Trichlorobenzene DRY - NS - NS NS - UTS UTS - - - - - - NS - p-Xylene 10000t3) DRY - NS - NS NS - - - UTS UTS - - - - - - - - - - - - NS - ' 2-Hexanone DRY - NS - NS - - NS UTS UTS - - - NS 4-Methyl-2-pentanone(MIK) 350 DRY - NS - NS NS - - UTS UTS _ NS - Iso ro ]toluene DRY - NS 11 - NS - UTS UTS NS - P P Py NS Tetrah drof Iran 1300 DRY - NS - INS - NS - UTS UTS - NOT S: 1. MCL as identified in the"Standards and Guidelines for Contaminants in Massachusetts Drinking Waters"Spring 20011 8 P g 2. Secondary MCL or Drinking Water Guideline,as identified in the"Standards and Guidelines for Contaminants in Massachusetts Drinking Waters"Spring 2011 3. "-'=Not detected above method detection limits 4. NS=Not Sampled 6. Guideline is for 1,3-Dichloropropene(Total) 5. MCL is for Total Xylenes Q Wells shaded in green are required under the revised January 2010 groundwater monitoring program. ar.n Wells highlighted in yellow and bolded have values that fall outside of MCLs or SMCLs Page I of 2 i r ' TABLE 3-4 ' ORGANIC PARAMETERS BARNSTABLE MUNICIPAL LANDFILL, Town of Barnstable,Massachusetts Pumps Pump [� MCL SMCLs C2-(' -_ ('24) _ DI-A Dl-B DI-C D3 D4-A D4-B D5-A D6-A D64) _ D7-B P s 1&2 3&4 10 m Q, o 0o rn o 0o a ao rn o, w 0+ o0 0, m rn m o. oo a oo a o c m rn m c, o0 0, oo a 4 4 R 4 4 �? R �? 4 R 9 4 Anal e u ug/I(1) ugtl(2) 5 � tS � 1 a a Ti n o v d Volatile Organics 1,4 Dioxane 0.3 NS NS NS - NS NS NS - NS NS NS I NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS - - NS NS NS NS NS NS NS NS Dichlorodifluoromethane 1400 NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS Ip Chlotomethane NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY - NS - !` Vinyl Chloride 2 NS - 9.10 8.10 1 - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS - Bromomethane 10 = NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY - NS Chloroedme NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS Trichlorofluoromethane NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS - 1,1-Dichloroethene 7 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS - 1' Methylene Chloride 5 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY = DRY DRY NS - Meth 1-Tert-Butl-Ether 70 1.80 1.60 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS - 1.00 Trans-1,2-Dichloroethene 100 NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS - 1,1-Dichlomedrane 70 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY - NS 2,2-Dichloropropane NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS t� cis-1,2-Dichloroethene 70 NS - 1.60 1.60 NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY i = DRY DRY NS - - Chloroform 70 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY I DRY DRY DRY NS - 0.66 0.66 Bromochloromethane NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS - - - - - - - - - - - - - - - - - - - - - 1,1,1-Trichloroethane 200 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY - NS - 1,1-Dichloropropene NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY - NS 2� Carbon Tetrachloride 5 NS - = NS IDRYIDRY DRY DRY DRY DRY DRY DRY DRY _ DRY DRY I NS I 1,2-Dichloroedme 5 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS Benzene 5 1.I0 0.76 NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - 0.55 DRY DRY NS - Trichloroethene 5 NS - 1.60 0.93 NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS 1,2-Dichloropmpane 5 NS - = NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - _ DRY DRY NS 1 Bromodichloromethane NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS Dtbromomethane NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS cis-1,3-Dichloropropene 0.4 NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - - - DRY DRY NS Toluene 1000 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY - NS 1� trans-1 3-Dichloro ro e 0.40 - = NS - NS - - -DRY-DRY-DRY DRY DRY DRY DRY DRY DRY - - _ - DRY DRY - NS _ - - - - 1,1,2-Trichloroedme 5 NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS - 1,3-Dichloropropane NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY - Tetrachloroethene 5 NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY - NS Dtbromochloromethane = NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY - NS i 1,2-Drbromomethane 0.02 NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS Chlombenzene 100 3.50 3.10 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - - 1.60 1.40 DRY DRY - NS - 1,1,1,2-Tetrachlomethane - - NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY - NS - Ethylbenzene 700 NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY - NS - i� m-X Iene 1000015) = NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY - NS o-Xylene 10000 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS Styrene 100 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY - NS - it Isopmpylbenzene 0.61 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS L� Bmmoform - NS - = NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - s DRY DRY - NS 1,1,2,2-Tetmchloroedmne NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY - NS 1,2,3-Trichloropropane NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY - NS Bromobenzene NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS n-Propylbenzene NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS 2-Chlorotohrene NS - NS - -DRY-DRY DRY .DRY DRY DRY DRY DRY DRY DRY DRY - NS 1,3,5-Trimethylbenzene NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS 4-Chlorotoluenc NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS tert-Butyfbenzene NS - NS - DRY DRY DRY, DRY DRY DRY DRY DRY DRY - DRY DRY - NS - 1,2,4-Trimethylbeozene NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS - sec-Butylbmzene NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY _ NS 2-Butanone EK 4000 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS - 1,3-DicMorobenzene NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS - 1,4 Dichlorobenzene 5 2.10 2.00 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - 0.54 0.84 DRY DRY NS - ' n-B lbenzene NS INS - I IDRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS 1,2-Dichlorobenzene 600 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS 1,2-Dtbromo-3-Odompropane 0.2 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS - ]2 4-Trichlorobenzene 70 NS - INS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS Hexachlombutadiene NS - NS= DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS _ Naphthalene 140 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY - NS Acetone 6300 NS NS - DRY_ DRY_ DRY DRY DRY_ DRY DRY DRY DRY - DRY DRY NS - 1,2,3-Trichlorobenzene NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS - - - p-Xylene 10000151 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY NS 2-Hexanone NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS 4-Methyl-2-pentanone(MIK) 350 NS INS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS - p-Isopropyltoluene NS NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY NS Tetrah drofuran 1300 NS - NS - DRY DRY DRY DRY DRY DRY DRY DRY DRY - DRY DRY - NS - Page 2 of 2 DATE: 8/16/08 TABLE 4-1 QUARTERLY GAS SAMPLING BARNSTABLE LANDAILL Pit SAMPLING %CH, %LEL %O= H=S(ppm) VOC (ppm) SOPN G %CH4 %LEL %02 Hr4 (ppm) VOC(ppm) POINT s 1 n/d Nd 20.3 n/d Nd 39 n/d n/d 20.8 n/d 110 1A n/d n/d 20.8 n/d 3.3 40 n/d Nd 20.9 n/d n!d 18 Inaccessible 41 n/d n/d 20.9 n/d n/d r 1 C n/d n/d 20.3 1 n/d 3.5 42 Nd Nd 20.8 Nd n/d 1D Inaccessible 43 n/d Nd 20.6 n/d 491 2 n/d n/d 20.4 Nd 318 44 Nd Nd 20.9 Nd Nd '1#! 3 Nd rid 20.1 n/d 157 45 Nd Nd 19.4 Nd Nd 4 Nd n/d 21.0 n/d 12.9 46 n/d n/d 20.9 Nd n/d 5 n/d Nd 20.7 n/d Nd 47 n/d Nd 19.9 Nd 190 6 n/d Nd 20.9 n/d 60.2 48 n/d Nd 20.8 Nd Nd 7 n/d n/d 21.0 n/d Nd 49 n/d n/d 20.9 Nd 26.7 8 Nd rid 20.8 Nd 2.0 50 Inaccessible 9 Nd n/d 21.0 Nd 4.9 51 Inaccessible 10 n/d Nd 21.1 n/d n/d 52 n/d n/d 20.6 Nd n/d 11 Nd n/d 21.0 n/d n/d 53 n/d n/d 20.9 Nd 43.9 11A Nd n/d 20.7 n/d 156 54 Nd n/d 20.4 n/d 25.8 �,6 11B Nd n/d 20.9 n/d Nd 55R n/d Nd 15.9 n/d 112 12 Nd n/d 20.9 n/d 0.4 56 n/d Nd 20.7 n/d $0.6 1 13 n/d n/d 20.8 n/d Nd 57 new n/d Nd 19.8 Nd 58 13A Nd Nd 20.9 n/d n/d 58 n/d n/d 20.2 1 n/d- n/d 41. 14 n/d n/d 20.7 n/d 8.7 59A Nd n/d 20.2 n/d 25.2 14A Nd n/d 20.9 n/d Nd 59B Nd Nd 20.8 Nd n/d 15 Nd Nd 20.8 n/d n/d 60 rid Nd 20.9 n/d n/d 16 Nd n/d 19.4 n/d n/d 61 n/d Nd 19.6 n/d 403 y 17 Nd Nd 20.7 n/d 20.1 62 Nd n/d 20.1 Nd 0.8 18 Nd Nd 20.6 rid 11.1 63 Nd n/d 20.4 n/d 4.8 R 19 n/d Nd 20.6 n/d 14.5 64 Nd n/d 20.8 n/d 12.2 20 n/d n/d 20.6 Nd 4.5 65 n/d Nd 20.9 n/d Nd 21 Nd Nd 20.6 Nd n/d 66 n/d Nd 20.7 n/d 10.4 22 n/d Nd 20.9 n/d n/d 67 n/d n/d 20.9 Nd Nd 23 Nd n/d 20.4 n/d Nd 68 n/d n/d 20.9 _n/d 18.8 24 Nd Nd 20.9 n/d Nd 69 Nd rid 20.9 Nd 1 A 'a 25 n/d n/d 20.9 Nd n/d 70 n/d Nd 20.6 n/d Nd 26 Inaccessible 71 Nd Nd 20.8 n/d 2.8 27 Nd n/d 20.9 Nd Nd 72A Nd Nd 20.2 Nd 20.2 28 Nd n/d 20.6 n/d n/d 72B n/d n/d 20.9 Nd Nd a 29 n/d n/d 18.8 Nd 4.9 73 n/d n/d 20.5 n/d Nd 30 Nd n/d 18.3 n/d. 2.3 74 Nd Nd 20.9 Nd Nd 31 Inaccessible 75R n/d n/d 20.9 Nd 2.4 ' 32 n/d Nd 18.5 Nd 6.6 77R n/d n/d 20.9 n/d Nd 33 rid rid 20.8 n/d 74.0 78 Nd Nd 20 n/d rid 34A Nd Nd 20.6 n/d 2.4 79 Nd Nd 20.7 Nd 2.6 34B Nd Nd 20.9 Nd 409 80 Nd Nd 20.8 Nd 16.5 35 rid Nd 20.4 n/d 15.8 81R n/d Nd 20.9 Nd Nd 36 Nd n/d 20.5 Nd 62.9 84 1 n/d n/d 20.9 Nd rid 37 Nd Nd 20.7 rid >9999 38 Inaccessible 85 NOTES: BAROMETRIC PRESSURE(inches) Checked 11198 on OFR opposite#61...n/d Time Pressure Begin Sampling 10:30 29.90 End Sam lin 13:30 29.92 rid=Not detected ' Begin Sampling Next Sampling: September,'08 End Sam lin ' ONSITE LANDFILL STRUCTURES SAMPLING %POINT CH4 %LEL %02 H2S VOC Garage Nd Nd 21.0 Nd Nd Trailer Nd Nd 21.0 rid n/dPERMANENT EXPLOSIVE GAS WELLS Office n/d n/d 20.9 Nd n/d SAMPLING %CH4 %LEL %02 H23 VOC Basement Nd Nd 20.9 n/d n/d POINT Shed n/d n/d 20.9 Nd Nd EGW-1 Nd n/d 20.9 Nd n/d ' Gatehouse n/d Nd 20.9 Nd Nd EGW-2 n/d n/d 20.8 n/d n/d Elec.Buildin Nd Nd 20.9 n/d n/d EGW-3 n/d n/d 19.9 n/d 2050 DATE: 10125MB TABLE 4-2 Quarterly Gas Sampling Bamstab/e Landfill SAMPLING %CH4 %LEL %02 H2S(PPm VOC SAMPLING ' POINT ) m POINT %CH4 %LEL %02 (Ppm VOC(PPm) 1 Inaccessible n/d n/d 39 Mice 20.9 n/d n/d 1A n/d n/d 20.9 n/d n/d 40 Mice 20.9 n/d n/d 1 B n/d n/d 20.9 n/d n/d 41 n/d n/d 20.9 n/d n/d t 1 C n/d n/d 20.8 n/d n/d 42 n/d n/d 20.9 n/d n/d I Inaccessible n/d n/d 1 43 n/d n/d 20.9 n/d n/d 2 n/d n/d 19.8 n/d n/d 44 n/d n/d 20.9 -n/d n/d 3 n/d n/d 20.7 n/d n/d 45 n/d n/d 21.0 Nd 5.0 4 Inaccessible n/d n/d 46 n/d I Nd 20.9 n/d n/d ° 5 n/d n/d 20.4 n/d n/d 47 n/d n/d 20.9 n/d Nd 6 n/d n/d 20.9 n/d n/d 48 n/d n/d 20.9 n/d n/d 7 n/d n/d 20.9 n/d n/d 49 n/d n/d 20.9 n/d n/d 8 n/d n/d 20.8 n/d 0.3 50 Inaccessible n/d n/d 9 n/d n/d 20.9 n/d n/d 51 Inaccessible n/d n/d 10 n/d n/d 20.9 n/d 7.8 52 n/d n/d 19.9 n/d n/d 11 n/d n/d 20.9 n/d n/d 53 n/d n/d 20.9 n/d n/d 11 A n/d n/d 20.9 Nd 1547 54 n/d n/d 20.9 n/d n/d 11B n/d n/d 20.9 n/d n/d 55R n/d n/d 20.9 n/d n/d 12 n/d n/d 20.9 n/d n/d 56 n/d Nd 20.9 n/d n/d 13 n/d n/d 20.9 n/d n/d 57 new Inaccessible n/d n/d 13A n/d n/d 20.9 n/d 0.4 58 n/d n/d 20.9 n/d 171 14 n/d n/d 20.9 n/d n/d 59A n/d n/d 20.9 Nd n/d 14A n/d n/d 20.9 n/d n/d 59B n/d n/d 20.9 n/d 828 15 n/d n/d 20.9 n/d n/d 60 n/d n/d 20.9 Nd Nd 16 n/d n/d 20.9 n/d n/d 61 n/d n/d 19.6 n/d 315 17 n/d n/d 20.9 n/d n/d 62 n/d n/d 20.3 n/d 223 18 n/d n/d 20.9 n/d n/d 63 n/d '-n/d 20.8 Nd n/d 19 n/d n/d 20.9 n/d n/d 64 n/d n/d 20.9 n/d n/d 20 n/d n/d 20.9 n/d n/d 65 n/d n/d 20.9 n/d n/d 21 n/d n/d 20.9 n/d n/d 66 n/d n/d 20.9 n/d 4162 22 n/d n/d 20.5 n/d n/d 67 n/d Nd 20.9 n/d 1244 23 n/d n/d 20.9 n/d n/d 68 n/d n/d 20.9 n/d 3665 ' 24 n/d n/d 20.9 n/d n/d 69 n/d n/d 20.9 n/d 3594 25 n/d Nd 20.9 n/d n/d 70 n/d n/d 20.9 n/d n/d 26 Inaccessible n/d n/d 71 n/d n/d 20.9 n/d 82 27 n/d n/d 20.9 n/d n/d 72A n/d n/d 20.6 Nd n/d 28 n/d n/d 20.9 n/d n/d 72B n/d n/d 20.9 n/d n/d 29 n/d n/d 20.8 n/d n/d 73 n/d Nd 20.9 n/d n/d 30 n/d n/d 20.9 n/d n/d 74 naccessi le n/d n/d 31 Nd n/d 20.9 n/d n/d 75R n/d n/d 20.9 n/d n/d ' 32 n/d n/d 20.9 n/d n/d 77R n/d n/d 20.9 n/d n/d 33 n/d n/d 20.9 n/d n/d 78 n/d Nd 20.9 Nd n/d 34A n/d n/d 20.9 n/d n/d 79 n/d n/d 20.9 n/d n/d 34B n/d n/d 20.9 n/d n/d 80 Nd n/d 20.9 n/d n/d 35 n/d n/d 20.9 n/d n/d 81 R n/d n/d 20.9 n/d 956 36 n/d n/d 20.9 n/d n/d 84 Nd n/d 20.6 n/d n/d 37 n/d n/d 20.9 n/d- n/d 38 Hornet nest 20.9 n/d n/d 85 71 NOTES: BAROMETRIC PRESSURE(inches) (� Time Pressure Begin Sampling : 5 30.31 End Sam lin 13:00 30.20 n/d=Not detected I' 18egin Sampling Next Sam ling: January,'09 i End Sam tin ' ONSITE LANDFILL STRUCTURES SAMPLING POINT %CH4 %LEL %02 1-12S VOC Garage n/d n/d 20.9 n/d n/d PERMANENT EXPLOSIVE GAS WELLS ' Trailer n/d n/d 20.9 n/d n/d Office n/d n/d 20.9 n/d Nd SAMPLING %CH4 %LEL %02 H2S VOC Basement n/d n/d 20.9 n/d n/d POINT Shed Nd n/d 20.9 Nd n/d EGW-1 n/d n/d 20.9 n/d 'n/d ' Gatehouse n/d n/d 1 20.9 n/d n/d I EGW-2 n/d n/d 14.8 n/d 1522 Elec.Building n/d n/d 20.9 n/d n/d EGW-3 n/d n/d 20.9 n/d 4109 DATE: 3/22109 TABLE 4t-3 QUARTERLY GAS SAMPLING BARNSTABLE LANDFILL SAMPLING %CH4 %LEL %02 H=S(ppm) yOc (ppm) SAMPLING ,A c %LEL %O H '+ POINT POINT H' 2S (PP1e) voc(PPm) 1 n/d n/d 20.8 'n/d 1.5 39 n/d n/d 20.6 Nd n/d 1 A n/d n/d 20.7 n/d 21.5 40 n/d n/d 20:9 -n/d 0.1 1 B n/d n/d 20.7 n/d 1.7 41 n/d n/d 20.8 Nd n/d 1 C n/d n/d 20.6 n/d 241.0 42 i n/d I n/d 20.8 n/d 0.4 ID n/d n/d 20.7 n/d 1.8 43 n/d n/d 20.9 n/d n/d 2 n/d n/d 20.7 n/d 9.2 44 n/d Nd 20.9 n/d n/d 3 n/d n/d 20.7 n/d 18.8 45 n/d n/d 20.8 n/d 0,2 4 n/d n/d 20.7 n/d 1.9 46 UTL 5 n/d n/d 20.2 n/d 75.9 47 n/d n/d 20.8 n/d n/d 6 Nd n/d 20.4 n/d 157.0 48 n/d n/d 20.8 n/d n/d 7 Nd n/d 20.7 n/d 4.6 49 n/d n/d 20.8 Nd Nd 8 n/d n/d 20.7 n/d 0.8 50 n/d -n/d 20.8 Nd 375.0 9 n/d n/d 20.6 n/d 1.2 51 UTL 10 n/d n/d 20.7 n/d 1.7 52 UTL 11 n/d n/d 20.7 n/d 0.8 53 n/d n/d 19.8 n/d n/d 11A n/d n/d 20.7 n/d 4.5 54 n/d n/d 20.9 Nd I n/d 11B n/d n/d 20.7 n/d 0.3 55R n/d n/d 20.9 n/d I n/d 12 n/d n/d 20.7 n/d 0.8 56 n/d n/d 20.8 n/d 3.1 13 n/d n/d 20.8 n/d 1.8 57 new n/d n/d 20.8 n/d n/d 13A n/d t, n/d 20.7 n/d 0.5 58 n/d n/d 20.8 n/d n/d 14 n/d n/d 20.6 n/d 93.5 59A n/d n/d 20.8 n/d 0.1 14A n/dNd 20.7 Nd n/d 59B n/d n/d 20.8 n/d 3.7 15 n/d n/d 20.6 'n/d 2.2 60 n/d n/d 20.8 n/d n/d 16 n/d n/d 20.4 n/d 6.0 61 n/d n/d 20.8 n/d 14.5 17 n/d n/d 20.6 n/d 2.9 62 n/d n/d 20.8 n/d 0.6 18 n/d n/d 20.6 n/d 0.2 63 n/d n/d 20.8 n/d 0.4 19 Nd n/d 20.6 n/d 1.5 64 Nd n/d 20.8 Nd 0.2 ' 20 n/d n/d 20.4 n/d 15.7 65 n/d n/d 20.8 n/d 0.2 21 n/d n/d 20.5 n/d n/d 66 n/d n/d 20.8 n/d 1.1 22 n/d n/d 20.5 n/d n/d 67 n/d n/d 20.7 n/d 1.6 23 n/d n/d 20.8 1 n/d 0.1 68 n/d n/d 21.0 n/d 4.9 24 n/d n/d 20.9 Nd n/d 69 n/d n/d 21.0 Nd 14.2 25 n/d n/d 20.5 n/d 1.6 70 n/d n/d 21.0 n/d n/d 26 UTL 71 n/d n/d 21.0 n/d I n/d 27 -n/d n/d 20.9 n/d Nd 72A n/d n/d 20.8 n/d n/d 28 UTL 726 Nd -n/d 21.0 Nd n/d 29 n/d n/d 20.9 n/d n/d 73 n/d n/d 20.8 Nd n/d 30 n/d n/d 20.7 Nd n/d 74 n/d Nd 20.9 n/d 0.6 31 n/d n/d 20.8 n/d 0.3 75R n/dn/d 20.8 n/d n/d 32 n/dn/d 20.3 n/dn/d77R n/d n/d 20.9 Nd n/d 33 n/d Nd 20.9 n/d n/d 78 n/d n/d 20.9 n/d 12.0 34A n/d n/d 20.9 n/d n/d 79 n/d n/d 20.9 n/d 1.1 34B n/d n/d 20.9 n/d n/d 80 -n/d n/d 20.7 n/d 4.7 35 n/d Nd 20.9 1 n/d 1 0.6 81 R n/d I n/d 20.9 1 n/d n/d 36 UTL 84 1 n/dn/d 20.9 1 Nd n/d37 Nd n/d 20.8 n/d 0.3 38 n/d n/d 20.9 n/d 8.6 NOTES: BAROMETRIC PRESSURE(inches) Time Pressure Nothing unusual noted during this round of sampling. B in Sam lin 10:00 UTL=Unable to locate or sample End Sam lin 15:30 30.51 n/d=Not detected B in Sampling Next Sampling: June,'09 End Sampling ONSITE LANDFILL STRUCTURES �t SAMPLING POINT %CH,, %LEL %02 1-12S VOC Garage n/d n/d 20.9 n/d n/d PERMANENT EXPLOSIVE GAS WELLS (, Trailer n/d n/d 21.0 n/d n/d Office n/d n/d 21.0 n/d n/d SAMPLING %CH, %LEL %02 H Basement n/d n/d 21.0 n/d n/d POINT 2S VOC Shed n/d n/d 21.0 n/d n/d EGW-1 -n/d n/d 21.0 n/d 0.7 Gatehouse n/d n/d 20.8 Nd n/d EGW-2 Nd n/d 14.8 n/d 0.8 Elec.Building n/d n/d 20.9 n/d n/d EGW-3 n/d n/d 20.9 n/d n/dhfilamstable.2711Bamstable LF&TS O&M14.2011 Biermial RepoMTableslTeble 4-3 March'09 Gas DATE: 5/30/09 TABLE 4-4 QUARTERLY GAS SAMPLING BARNSTABLE LANDFILL SAMPLING LEL %O VOC POINT 2 H:S(PPm) (PPm) POINT SAMPLING %CH4 %LEL %02 H2S (PPm) VOC(ppm) 1 UTL 39 N/D N/D 20.6 N/D 1 2.9 1A N/D N/D 20.6 N/D N/D 40 N/D N/D 20.9 N/D I N/D- 1 B N/D N/D 20.2 N/D 0.5 41 N/D N/D 20.8 N/D 1 0.1 1C N/D N/D 20.5 N/D N/D 42 N/D N/D 20.9 N/D I N/D I N/D N/D 20.3 N/D N/D 43 N/D N/D 19.8 N/D N/D 2 N/D N/D 19.5 N/D 1.0 44 N/D N/D 20.8 N/D N/D 3 N/D N/D 19.8 N/D N/D 45 N/D N/D 20.9 N/D 0.3 4 N/D N/D 20.6 N/D N/D 46 N/D N/D 21.0 N/D 5 N/D N/D 20.5 N/D 0.9 47 N/D N/D 20.8 N/D N/D 6 N/D N/D 20.6 N/D 3.5 48 N/D N/D 20.9 N/D N/D 7 N/D N/D 20.6 N/D N/D 49 N/D N/D 20.7 N/D N/D 8 N/D N/D 20.6 N/D N/D 50 N/D N/D 20.4 N/D I N/D 9 N/D N/D 20.6 N/D N/D 51 UTL 10 N/D N/D 20.6 N/D N/D 52 UTL 11 N/D N/D 20.7 N/D N/D 53 N/D N/D 21.0 1 N/D N/D 11A N/D N/D 20.5 N/D N/D 54 N/D I N/D 1 20.0 1 N/D N/D 11 B N/D N/D 20.5 N/D 0.3 55R N/D N/D 1. 20.6 1 N/D 1.0 12 N/D N/D 20.6 1 N/D N/D 56 UTL 13 N/D N/D 20.3 N/D N/D 57 new N/D N/D 19.6 N/D N/D ' 13A N/D N/D 20.5 N/D N/D 1 58 N/D N/D 19.0 N/D N/D 14 N/D N/D 20.7 N/D 0.6 59A N/D N/D 21.0 N/D 0.3 14A N/D N/D 20.7 N/D N/D 59B N/D N/D 21.0 N/D N/D 15 N/D N/D 20.3 N/D 1.5 60 N/D N/D 20.9 N/D N/D 16 N/D N/D 20.2 N/D 25.3 61 N/D N/D 21.0 N/D 1.4 17 N/D N/D 20.7 N/D N/D 62 N/D N/D 20.9 N/D N/D 18 N/D N/D 20.2 N/D N/D 63 N/D N/D 21.0 N/D 0.8 ' 19 N/D N/D 20.5 N/D 5.3 64 N/D N/D 20.5 N/D N/D 20 N/D N/D 20.7 N/D N/D 65 N/D N/D 21.1 N/D N/D 21 N/D N/D 20.5 N/D N/D 66 N/D N/D 21.0 N/D N/D 22 N/D N/D 19.4 N/D N/D 67 N/D N/D 21.0 N/D 1.1 23 N/D N/D 20.6 N/D 0.5 68 N/D N/D 21.0 1 /D 0.3 24 N/D N/D 20.8 N/D N/D 69 N/D N/D 20.6 N/D 5.1 25 N/D N/D 20.4 N/D N/D 70 N/D N/D 21.1 N/D N/D 26 UTL 71 N/D N/D 21.1 N/D N/D 27 N/D N/D 20.9 N/D 1.3 72A N/D N/D 21.0 N/D N/D 28 N/D N/D 19.6 N/D 1.0 72B N/D N/D 21.0 N/D N/D 29 N/D N/D 20.3 N/D N/D 1 73 N/D N/D 20.7 N/D N/D 30 N/D N/D 20.6 N/D 1.2 74 N/D N/D 20.9 N/D N/D 31 N/D N/D 20.5 N/D N/D 75R N/D N/D 21.0 N/D N/D 32 N/D N/D 20.7 N/D N/D 77R N/D N/D 21.0 N/D N/D 33 N/D N/D 20.7 N/D 1.6 78 N/D N/D 20.9 N/D N/D 34A N/D N/D 20.6 N/D N/D 79 N/D N/D 21.1 N/D 0.3 34B N/D N/D 20.7 N/D 13.6 80 N/D N/D 21.0 N/D N/D 35 N/D N/D 20.9 N/D N/D 1 81 R N/D N/D 21.2 N/D N/D 36 UTL 1 84 N/D N/D 21.1 N/D N/D71 37 N/D N/D 20.9 N/D 21.7 38 N/D N/D 20.5 N/D 28.2 85 BAROMETRIC PRESSURE(inches Hs) NOTES: I' Time Pressure Begin Sampling 09:00 29.65 End Sam lin 12:15 29.65 old=Not detected I Begin Sampling Next Sampling:To be determined End Sam lin ONSITE LANDFILL STRUCTURES SAMPLING %CH4 %LEL %02 1-12S VOC POINT Garage N/D N/D 21.0 N/D N/D Trailer N/D N/D 21.0 N/D N/D PERMANENT EXPLOSIVE GAS WELLS 11 j' Office N/D N/D 20.9 N/D N/D SAMPLING %CH4 %LEL %02 H2S VOC Basement N/D N/D 20.2 N/D N/D POINT Shed N/D N/D 21.0 N/D N/D EGW-1 N/D N/D 20.9 N/D N/D Gatehouse N/D N/D 21.2 N/D N/D I EGW-2 N/D N/D 17.9 N/D 0.6 Elec.Building N/D N/D 20.9 N/D N/D I EGW-3 N/D N/D 20.5 N/D 25 DATE: 9/25/10 TABLE 4-5 Sampled by: A. Boule 1 QUARTERLYGAS SAMPLING BARNSTABLE LANDFILL SAMPLING POINT %CH4 %LEL %02 H2 ( Pn►S(ppm) ppm) PERMANENT EXPLOSIVE GAS WELLS 19 n/d n/d n/a nd n/d SAMPLING 25 n/d n/d 21.0 nd nd POINT %CH4 %LEL %02 1-112S VOC 30 n/d n/d 21.0 nd nd EGW-1 n/d n/d 20.9 n/d n/d - 34A n/d n/d 20.5 nd nd EGW-2 n/d n/d 20.9 n/d n/d 40 n/d n/d 20.1 nd nd EGW-3 THE CAP WAS LOCKED...DO�NOT,HAVE'THE KEY. ' 45 n/d n/d 19.5 nd nd 52 n/d n/d 19.6 nd nd 56 1 n/d 19.5 nd nd -'BAROMETRIC PRESSURE(inches) 57(new) 1 n/d 18.2 nd nd 58 1 15.2'/0 n/a nd nd Time Pressure 59A n/d n/d 18.6 nd nd Begin Sampling 8:30 29,77 59B n/d n/d 20.2 nd nd End Sampling 11:00 29.76 60 n/d n/d 20.3 nd nd Begin Sampling 61 n/d n/d 17.0 nd nd End Sampling 62 n/d n/d 18.0 nd nd 63 n/d n/d 20.5 nd nd 64 n/d n/d 20.1 nd nd 65 1 n/d 20.2 nd nd ONSITE LANDFILL SYRUCTUR�S 66 n/d n/d 20.9 nd nd 67 n/d n/d 20.9 nd nd SAMPLING %CH4 %LEL %02 1-12S VOC 68 n/d n/d 21.0 nd nd POINT 69 n/d n/d 20.9 nd nd Garage n/d n/d 21.0 n/d n/d 70 n/d n/d 20.9 nd nd Trailer n/d n/d 21.0 n/d n/d 71 n/d n/d 20.7 nd nd Office n/d n/d 21.1 n/d n/d 72A n/d n/d 20.0 nd nd Basement n/d n/d 21.0 Nd n/d 72B n/d n/d 21.0 nd nd Shed n/d n/d 21.0 n/d n/d 75R n/d n/d 18.9 nd nd Gatehouse n/d n/d 21.1 n/d n/d 79 n/d n/d 20.9 nd rid Elec.Building n/d n/d 21.1 n/d n/d 84R n/d n/d 19.5 nd nd 85 n/d n/d 20.1 nd nd 'When first opened,the reading was high,then immediately dissapated of 0. 86R n/d n/d 19.1 nd nd �I NOTES: >, n/d=Not detected (, Next Sampling: December,2010 I' Table 4-5 Sept 10 Gas 4 DATE: 12/18/10 TABLE 4-6 Sampled by: QUARTERLY GAS SAMPLING BARNSTABLE LANDFILL A. Boule A. Mastroianni SAMPLING %CH, %LEL %02 H2S(ppm) VOC PERMANENT EXPLOSIVE GAS WELLS J POINT (Ppm) F 19 n/d n/d 20.9 n/d n/d SAMPLING o 0 25 n/d n/d 20.9 n/d n/d POINT /O CH4 %LEL /002 H2S VOC ' 30 n/d n/d 20.9 n/d n/d EGW-1 n/d n/d 20.9 Nd n/d ' 34A n/d Nd 20.9 n/d n/d EGW-2 n/d n/d 19.9 n/d n/d 40 n/d n/d 20.9 n/d n/d EGW-3 n/d 2 20.5 n/d n/d ' 45 n/d n/d 20.7 n/d n/d 52 n/d n/d 20.9 n/d n/d 56 n/d n/d 20.9 n/d n/d BAROMETRIC PRESSURE(inches) - 57(new) n/d n/d 20.9 n/d n/d 58 Nd n/d 20.9 n/d n/d Time Pressure 59A n/d n/d 20.9 n/d n/d Begin Sampling 10:30 30.01 59B Nd n/d 20.9 n/d n/d End Sampling 13:00 30.03 60. n/d n/d 20.9 n/d n/d. Begin Sampling 61 n/d n/d 20.9 n/d n/d End Sampling 62 n/d n/d 20.9 n/d n/d 63 n/d n/d 20.9 n/d n/d 64 n/d n/d 20.9 n/d n/d ' 65 Nd n/d 20.9 n/d n/d ON SITE LANDFILL STRUGTUR" 66 n/d n/d 20.9 n/d n/d 67 n/d n/d 20.9 n/d n/d SAMPLING 68 n/d n/d 20.9 n/d n/d POINT %CH4 %LEL %02 1-12S VOC 69 n/d n/d 20.9 n/d n/d Garage n/d n/d 20.9 n/d n/d 70 n/d n/d 20.9 n/d n/d Trailer R -MOVrED 71 n/d n/d 20.9 n/d n/d Office n/d n/d 20.9 n/d n/d 72A n/d n/d 20.9 Nd n/d Basement "' REMOVED 72B n/d n/d 20.9 n/d n/d Shed w � • REAIIQNED 75R n/d 5 19.5 1 n/d n/d Gatehouse n/d n/d 20.9 n/d n/d 79 n/d n/d 20.9 n/d n/d Elec.Building n/d n/d__ 20.9 n/d n/d E86R 84R n/d n/d 20.9 n/d n/d 85 n/d n/d 20.9 n/d n/d n/d n/d 20.9 n/d n/d J NOTES: 75R and 84R:at both locations there was black tubing coming out of the round instead of the PVC. Used (( 9 the tubing for sampling. n/d=Not detected Next Sampling: March,2011 I' Table 4-6 Dec"!0 Gas DATE: 3/29/11 TABLE 4-7 Sampled by: QUARTERLY GAS SAMPLING Andrew Boule BARNSTABLE LANDFILL Ann Mastroianni SAMPLING %CH4 %LEL %02 H2S VOC POINT (Ppm) (Ppm) PER EXPLOSIVE GAS WELLS 19 nd nd 20-91 nd nd SAMPLING' %CH4 % LEL %Oz H2S VOC 25 nd nd 20.9 nd nd POINT 30 nd nd 20.9 nd nd EGW-1 nd nd 20.9 nd nd 34A nd nd 20.9 nd nd EGW-2 nd nd 18.6 nd nd 40 nd nd 20.9 nd nd EGW-3 nd nd 20.9 nd nd 45 nd nd 20.9 nd nd 52 nd nd 20.9 nd nd 56 nd nd 20.9 nd nd ' BAROMETRIC PRESSURE(inches) 57(new) nd nd 20.4 nd nd 58 nd nd 20.3 nd nd Time Pressure 59A nd nd 20.9 nd nd Begin Sampling 13:20 29.97 in.Hg ' 59B nd nd 20.9 nd nd End Sampling 16:00 30.00 in. Hg 60 nd nd 20.9 nd nd Begin Sampling 61 nd nd 20.9 nd nd End Sampling 62 nd nd 20.9 nd nd 63 nd nd 20.9 nd nd 64 nd nd 20.9 nd nd 65 nd nd 20.9 nd nd ONSITE LA1NbfILL.STRUCTURIS 66 nd nd 20.9 nd nd 67 nd nd 20.9 nd nd SAMPLING % CH4 % LEL %02 H2S VOC 68 nd nd 20.9 nd nd POINT l' 69 nd nd 20.9 nd nd Garage nd nd 20.9 nd nd 70 nd nd 20.9 nd nd Office nd nd 20.9 nd nd 71 nd nd 20.9 nd nd Shed nd nd 20.9 nd nd 72A nd nd 20.9 nd nd Gatehouse nd nd 20.9 nd nd 72B nd nd 20.9 nd nd Elec. Building nd nd 20.9 nd nd 75R nd nd 20.9 nd nd 79 nd nd 20.9 nd I nd 84R nd nd 20.9 nd nd 85 nd nd 20.9 nd nd 1t 86R nd nd 20.9 nd nd l NOTES: J� nd = Not detected II Spinners along Old Falmouth Road opposite entrance to Cape Resources were not spinning. 75R and 84R: new. Replaced by Wes Stinson/EPG Next Sampling: June 2011 Table 4-7 March'11 Gas 1 1 1 ' FIGURES u 1 1 I1 I1� L•NRAR28;7'AZAe/t\1lAR WMIALP!T80MNtEPOII?PMURRO A/-MMXPLANOF&UNMBIALMMPSLVWG T SFER AD W E C _ Cc / VAl VALVE ` 1 ` l / VAIV E r PRE -4 NORTH AREA ,, ,' �: '''�'._ •, �'- �' • etzta ;; DR -OF 1 I GEOAIEARRANE •'� \ *36 \•. �'; i ! COMPOST CURING may, •,• i �i� :r ST RAGE A ✓�s LEGEND ,k' s NFWUSlIM TYPE"B" �e ' �^ .,� i^' ®® O GASAIOHM NSMS .—"P AREA � �', � ti GAsvuvEs 1 - '� �-- \ \ r ♦ 6ASVENIS 6A5IATERAIPM WRAP PAVED AREA AkR11ENANCEROADS: .•• k M ''• `. SWAIES ' I i -\ -► (OIREQION OF HOW)' � NUAOIOM � �� ----- HIOPERIVUNE Will CONI E CHAIN UNR FENCE ST IM FENCE ! us UNE , l �• DRAINAGE PIPE I - so UIHE \ NI'DRAIR ! E Of �,..' AIETAlFDS1 , . 6 E \ VALVE. DGE UOUPf POIf DUNE WHOIE ............ IMCTANR �: 1 ARANDONED6AS c - SD)A IANI y PLAN SHOW l NG \ s e TOWN OF BARNS TA&E TRA NSFER S TA T/ON TOWN OF BARNS TABL E DPW j - SE SURVEY SECT/ON U OCTOBER 16,2007 FIGURE 1: AS-BUILT PLAN OF THE BARNSTABLE LANDFILL some NT8 DW ormo 9 E / ftni i m dal m e� Job NO. A #&riner&lrl0 I'er 0nd/nw6rin0 0e/u0/0m& MARSTONSMILLS,MA Quincy. MA ww n.csnvpartnara.com tkRwn by crtr 0M1YWWm IAXWJZLGW NannICUM 00"'Dig 1AIMMONNOMAMM01M wmusxm is lei 65 108 13 w E too 64, U7 (D 98 62 95 'S k eu 55R 0 % % % WPM AREA tt SIR A 4_4 A, 47 46 044 TYPF 11 LEGEND CAP AREA U % 39� 37 0:00 fAlttic.wayn War N L4 11 19 (6 N IIIIN WK11, A I 14?"1 tO"AW1.5 W1 11""G.i: "Pl I C'v INK 93 v ':jA1' 1 WIN".1pos 1<WI afjf 0&r:u's SOUTH AIR AS' 10" 11 SOIL GAS MONTORM POINTS 0 LANDML ME PROBB jr-1 www"aASWAU I Figure 2: Gas Monitoring Locations Jobs A partmorakip for onvins0riffff 861100100A MARS MS W"MA loam* i4 iy - E HAMBE PONN1 , 1 r` SITE r r J jai B.I s n ~'C3 Fey L C + -4' ft 17 510 ! t J, Y to e, h �i ut R --I fiq '��''` Al ort �b i< 'yr � -f°'a �4"s :d �a"" '�r '`°Y a..}•'' LEGEND D5Ar-- D 6 f' t'i.xdr_y $ Wells t� IacW&dia t» n `r4 b� tP r rv` a°f DO&M Plan Existing ' 6 IWN`v 6j� p{� ! u h /t t Wells D 7 .,' D 4 Bi >`►.® Proposed ' n Wells For ¢y Revised a a � _ ARE N f'�)�" VOLT �� r n, J'd \ l..s l� bA �f 'eP ' per .Sam MCSHANE ' tto� - 0 t �� 6wior �diPar�eg FIGURE 3 271-0901 NTS MAP OF MONITORING WELL CLUSTERS i 1 1 1 t APPENDIX A ' LAB ORA TORY ANALYTICAL REPORTS R.I. ANALYTICAL Page 1 of 12 Specialists in Environmental Services . 1 CERTIFICATE OF ANALYSIS Barnstable WPCD Date Received: 5/6/10 _ Attn: Ms. Ann Mastroianni Date Reported: 5/18/10 617 Bearse's Way P.O.#: 20101372-00 Hyannis, MA 02601 Work Order#: 1005-08433 i DESCRIPTION: BSW - Subject sample(s)has/have been analyzed by our Warwick,R.I. laboratory with the attached results. Reference: All parameters were analyzed by U.S.EPA approved methodologies. The specific methodologies are Iisted in the methods column of the Certificate Of Analysis. Data qualifiers(if present)are explained in full at the end of a given sample's analytical results. Certification#: RI-033, MA-RI015, CT-PH-0508, ME-RI015 NH-253700 A &B, USDA S41844 If you have any questions regarding this work, or if we may be of further assistance,please contact our customer service department. I Approved by: ,S Data Reporting enc: Chain of Custody 41 Illinois Avenue,Warwick,RI 02888 - 131 Coolidge Street,Suite 105,Hudson,MA 01749 Phone:401.737.8500 Fax:401.736.1970 = Phone: 978.568.0041 Fax: 978.568.0078 Page 2 of 12 R.I.Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Barnstable WPCD � ,..-. Date Received: 5/6/10 Approved by: Work Order#: 1005-08433 Data Reporting Sample# 001 ' SAMPLE DESCRIPTION: B413 SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 5/01/2010 @ 11:30 SAMPLE DET. DATE ' PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Volatile Organic Compounds 1 Benzene <1 1 ug/l SW-846 8260B 5/12/10 MMM i Bromobenzene <1 1 ugA SW-846 8260B 5/12/10 MMM Bromochioromethane <l 1 ug4 SW-846 8260B 5/12/10 MMM Bromodichloromethane <1 I ug/1 SW-846 8260B 5112110 MMM Bromoform <1 1 ugA SW-846 8260B 5112/10 MMM €/ Bromomethane <7 7 ug/l SW-846 8260B 5112/10 MMM n-Butylbenzene <1 I u911 SW-846 8260B 5/12/10 MMM Sec-butylbenzene <1 1 ugA SW-846 8260B 5112/10 MMM tert-Butylbenzene <1 1 ugA SW-846 8260B 5/12/10 MMM Carbon Tetrachloride <1 1 ugA SW-846 8260B 5/12110 mmm Chlorobenzene <I 1 ugA SW-846 8260B 5/12/10 MMM Chioroethane <5 5 ugA SW-846 8260B 5/12/10 MMM Chloroform <1 1 ugA SW-846 8260B 5/12/10 MMM Chioromethane <5 5 ugA SW-846 8260B 5/12/10 MMM ! 2-Chlorotoluene <1 1 ugA SW-846 8260B 5/12/10 MMM 4-Chlorotoluene <I 1 ug/l SW-846 8260B 5/12/10 MMM Dibromochloromethane <I 1 ugA SW-846 8260B 5/I2/10 MMM 1,2-Dibromo-3-CMoropropane <2 2 ug/1 SW-846 8260B 5/12/10 MMM 1,2-Dibromoethane(EDB) <1 1 up-A SW-846 8260B 5/12/10 MMM Dibromomethane <2 2 ug/l SW-846 8260B 5/12/10 MMM 1,2-Dichlorobenzene <1 1 upA SW-846 8260B 5/12/10 MMM 1,3-Dichlorobenzene <1 l ugA SW-846 8260B 5/12110 MMM 1,4-Dichiorobenzene <1 1 ugA SW-846 8260B 5/12/10 MMM Dichlorodifluoromethane <5 5 ugA SW-846 8260B 5/12/10 MMM 1,1-Dichloroethane <1 I ugA SW-846 8260B 5/12/10 MMM 1 <1 1 ug/l SW-846 8260B 5/12110 MMM 1,2-Dichloroethane P-/ 1,1-Dichloroethene <1 1 ugA SW-846 8260B 5/12110 MMM cis-1.2-Dichloroethene <1 1 ug/l SW-846 8260B 5/12/10 MMM t trans-1,2-Dichloroethylene <1 1 ug/I SW-846 8260B 5/12/10 MMM ' 1,2-Dichloropropane <1 1 ug/l SW-846 8260B 5/12/10 MMM 1,3-Dichloropropane <1 I ug/1 SW-846 8260B 5/12/10 MMM 2.2-Dichloropropane <1 1 ugA SW-846 8260B 5/12/10 MMM p� <1 1 ugA SW-846 8260B 5/12/10 MMM 1,1-Dichloropropene 1,3-Dichloropropene(total) <1 1 ugA SW-846 8260B 5/12/10 MMM Ethlbenzene <1 1 ug/1 SW-846 8260B 5/12/10 MMM Aexachiorobutadiene <1 I ug/l SW-846 8260B 5/I2/10 MMM lsopropylbenzene <1 1 ugA SW-846 8260B 5/12/10 MMM Page 3 of 12 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Barnstable WPCD Date Received: 5/6/10 Approved by: Work Order#: 1005-08433 J,Da Reporting Sample# G�O1 ' SAMPLE DESCRIPTION: B4B SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 5/01/2010 @ 11.30 SAMPLE DET. DATE ' PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST p-Isopropyltoluene <1 I ug/1 SW-846 8260B 5/12/10 MMM Methvlene Chloride <5 5 ug/1 SW-846 8260B 5/12/10 MMM Naphthalene <1 I ug/1 SW-846 8260B 5/12110 MMM n-Propylbenzene <l I ug/1 SW-846 8260B 5/12/10 MMM Styrene <1 I ug/1 SW-846 8260B 5/12/10 MMM 1,1,1,2-Tetrachloroethane <I 1 ug/1 SW-846 8260B 5/12/10 MMM ' 1,1,2,2-Tetrachloroethane <i I ug/I SW-846 8260B 5/12/10 MMM Tetrachloroethene <1 I ug/1 SW-9468260B 5/12/10 MMM Toluene <1 1 ugA SW-846 8260B 5/12/10 MMM 1,2,3-Trichlorobenzene <l 1 ug/I SW-846 8260B 5/12/10 MMM 1,2,4-Trichlorobenzene <1 1 ug/1 SW-846 8260B 5/12/10 MMM 1,1,1-Trichioroethane <1 I ugA SW-846 8260B 5/12/10 MMM 1,1,2-Trichloroethane <I 1 ug/1 SW-846 8260B 5/12110 MMM Trichloroethene <1 1 ugA SW-846 8260E 5/12/10 MMM Trichlorofluoromethane <1 1 ugli SW-846 8260B 5112/10 MMM 1,2,3-Trichloropropane <I 1 ugA SW-846 8260B 5/12/10 MMM 1,2,4-Trimethylbenzene <1 I ug/1 SW-846 8260B 5/12110 MMM 1,3,5-Trimethylbenzene <1 I ugA SW-846 8260B 5/12/10 MMM Vinyl Chloride <1 1 ug/1 SW-846 8260B 5/12/10 MMM o-Xylene <1 1 ug/I SW-846 8260B 5/12/10 MMM m,p-Xylene <1 1 ug/1 SW-846 8260B 5/12/10 MMM Methyl Tertiary Butyl Ether(MTBE) <2 2 ug/1 SW-846 8260B 5/12/10 MMM Acetone <10 10 ugA SW-846 8260E 5/12/10 MMM 2-Butanone(MEK) <10 10 ug/1 SW-846 8260B 5/12/10 MMM ' 4-Methyl-2-pentanone(MMK) <50 50 ugA SW-846 8260B 5/12/10 MMM Surrogates RANGE SW-846 8260B 5/12/10 MMM Dibromofluoromethane 107 86-118% SW-846 8260B 5/12/10 MMM Toluene-d8 108 88-110% SW-846 9260B 5/12/10 MMM 4-Bromofluorobenzene 99 86-I 15% SW-846 8260B 5/12/10 MMM 1.2 Dichloroethane-d4 103 80-I20% SW-846 8260B 5/12/10 MMM ' Total Metals Analyzed by ICP Arsenic <0.05 0.05 mg/1 EPA 200.7 5/12/10 PJC Barium 0.017 0.005 mg/1 EPA 200.7 5/12/10 PJC Iron 2.56 0.100 mg/l EPA 200.7 5/12/10 PJC Lead <0.040 0.040 mg/I EPA 200.7 5/12/10 PJC Manganese 0.504 0.010 mg/1 EPA 200.7 5/I2110 PJC Page 4 of 12 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Barnstable WPCD Date Received: 5/6/10 Approved by: ' %`- Work Order#: 1005-08433 �'ata Reporting Sample# 002 SAMPLE DESCRIPTION: B4C SAMPLE TYPE: GRAB SAMPLE DATEITIME: 5/01/2010 @ 11:30 —, SAMPLE DET. DATE ' PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Volatile Organic Compounds Benzene <l 1 ug/1 SW-846 8260B 5/12/10 MMM ' Bromobenzene <1 1 ug/1 SW-846 8260B 5/12/10 MMM Bromochloromethane <l I ug/1 SW-846 8260B 5/12110 MMM Bromodichloromethane <1 ,I ug/1 SW-846 8260B 5/I2/10 MMM ' Bromoform <1 1 ug/t SW-846 8260B 5/12/10 MMM Bromomethane <7 7 ug/I SW-846 8260B 5/12/10 MMM n-Butylbenzene <1 1 ug/1 SW-846 8260B 5/12/10 MMM Sec-butylbenzene <1 I ug/1 SW-846 8260B 5/12/10 MMM tert-Butylbenzene <1 1 ug/1 SW-846 8260B 5/12/10 MMM Carbon Tetrachloride <1 1 ug/I SW-846 8260B 5/I2/10 MMM Chlorobenzene <I l ug/I SW-846 8260B 5/12/10 MMM Chloroethane <5 5 ug/I SW-846 8260B 5/12/10 MMM Chloroform <l I ug/1 SW-846 8260B 5/12/10 MMM Chloromethane <5 5 ug/1 SW-846 8260B 5/12/10 MMM '—' 2-Chlorotoluene <1 I ug/I SW-846 8260B 5/12/10 MMM 4-Chlorotoluene <I 1 ug/I SW-846 8260B 5/12/10 MMM Dibromochloromethane <l 1 ug/I SW-846 8260B 5/12/10 MMM 1,2-Dibromo-3-Chloropropane <2 2 ug/I SW-846 8260B 5/12/10 MMM 1,2-Dibromoethane(EDB) <1 1 ug/I SW-846 8260B 5/12/10 MMM Dibromomethane <2 2 ug/I SW-846 8260B 5/12110 MMM 1,2-Dichlorobenzene <1 1 ug/I SW-846 8260B 5/12/10 MMM 1,3-Dichlorobenzene <1 I ug/1 SW-846 8260B 5/12/10 MMM 1,4-Dichlorobenzene <1 I ug/1 SW-846 8260B 5/12/10 MMM Dichlorodifluoromethane <5 5 ug/1 SW-846 8260B 5/12/10 MMM 1,1-Dichloroethane <1 1 ug/1 SW-846 8260B 5/12110 MMM ' 1,2-Dichloroethane <1 I ug/1 SW-846 8260B 5/12/10 MMM 1,1-Dichloroethene <1 I ug/1 SW-846 8260B 5/12/10 MMM cis-1,2-Dichloroethene <1 I ug/1 SW-846 8260B 5/12/10 MMM trans-1,2-Dichloroethylene <1 1 ug/l SW-846 8260B 5/12/10 MMM ' 1,2-Dichloropropane <1 1 ug/l SW-846 8260B 5/12/10 MMM 1,3-Dichloropropane <l I ug/1 SW-846 8260B 5/12/10 MMM 2,2-Dichloropropane <1 1 119 SW-846 8260B 5/12/10 MMM 1,1-Dichloropropene <1 I ug/1 SW-846 8260B 5/12/10 MMM 1.3-Dichloropropee(total) <I 1 ug/1 SW-846 8260B 5/12/10 MMM Ethvlbenzene <1 1 ug/I SW-846 8260B 5/12/10 MMM ' Hexachlorobutadiene <1 I ug/1 SW-846 8260B 5/12/10 MMM Isopropylbenzene <I 1 119/1 SW-846 8260B 5/12/10 MMM r r Page 5 of 12 ,r R.I.Analytical Laboratories,Inc. �l CERTIFICATE OF ANALYSIS ;1� Barnstable WPCD Date Received: 5/6/10 Approved by: Work Order k 1005-08433 Data Reporting I Sample# 002 SAMPLE DESCRIPTION: 134C SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 5/01/2010 @ 11:30 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST p-Isopropyltoluene <1 I ug/l SW-846 8260B 5/12/10 MMM Methvlene Chloride <5 5 ugA SW-846 8260B 5/12/10 MMM 'r Naphthalene <1 1 ug/l SW-846 8260B 5/12/10 MMM n-Propylbenzene <1 I UM SW-846 8260B 5/12/10 MMM Styrene <1 1 ug/l SW-846 8260B 5/12/10 MMM (—, 1,1.1,2-Tetrachloroethane <l 1 ug/l SW-9468260B 5/12/10 MMM 1,1,2,2-Tetrachloroethane <1 I ugA SW-846 8260B 5112/10 MMM r Tetrachloroethene <1 1 ug/l SW-846 8260B 5/17/10 MMM 1 ]Toluene < _ ugA S W 846 8260B 5/12/10 MMM 1,2,3-Trichlorobettzene <1 1 ugA SW-846 8260B 5112/10 MMM {� 1,24-Trichlorobenzene <1 1 ugA SW-846 8260B 5/12110 MMM 1,1,1-Trichloroethane <1 1 ugA SW-846 8260B 5/12/10 MMM 1,1.2-Trichloroethane <1 1 ugA SW-846 8260B 5/12/10 MMM Trichloroethene <1 I ug/l SW-846 8260B 5112/10 MMM Trichlorofluoromethane <1 1 ug/l SW-846 8260B 5/12/10 MMM 1,2,3-Trichloropropane <1 1 ugA SW-846 8260B 5112110 MMM 1,2.4-Trimethylbenzene <1 1 ugA SW-846 8260B 5/12/10 MMM (� 1,3,5-Trimethylbenzene <1 1 ugA SW-846 8260B 5/12/10 MMM Vinyl Chloride <1 1 ug/l SW-846 8260B 5/12/10 MMM o-Xylene <1 1 ug/l SW-846 8260B 5/12110 MMM m,p-Xylene <1 1 ug/l SW-846 8260B 5/12/10 MMM Methyl Tertiary Butyl Ether(MTBE) <2 2 ug/l SW-846 8260B 5/12/10 MMM Acetone <10 10 ugA SW-846 8260B 5/12110 MMM l-' 2-Butanone(MEK) <10 10 ugA SW-846 8260B 5/12/10 MMM Ir 4-Methyl-2-pentanone(MIBK) <50 50 ug/l SW-846 8260B 5/12/10 MMM Surrogates RANGE SW-846 8260B 5/12/10 MMM Dibromofluoromethane 106 86-118% SW-846 8260B 5/12/10 MMM Toluene-d8 107 88-1I0% SW-846 8260B 5/12/10 MMM 4-Bromofluorobenzene 98 86-115% SW-846 8260B 5/12110 MMM 1,2 Dichloroethane-d4 104 80-120% SW-846 8260B 5/12/10 MMM iTotal Metals Analyzed by ICP Arsenic <0.05 0.05 mg/I EPA 200.7 5/12/10 PTC Barium 0.014 0.005 me EPA 200.7 5/12110 PJC Iron 0.100 0.100 mgA EPA 200.7 5/12/10 P!C Lead <0.040 0.040 mg/I EPA 200.7 5/I2/10 PJC Manganese 0.010 0.010 mg/l EPA 200.7 5/12/10 Pic F.. r r Page 6 of 12 R.I.Analytical Laboratories,Inc. ' CERTIFICATE OF ANALY I SS Barnstable WPCD Date Received: 5/6/10 Approved by: Work Order#: 1005-08433 .Data Reporting Sample# 003 SAMPLE DESCRIPTION: B2A-R SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 5/01/2010 @ 12:30 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Volatile Organic Compounds Benzene <1 1 ugA SW-846 8260B 5/12/10 MMM Bromobenzene <1 I ugA SW-846 8260B 5/12/10 MMM Bromochloromethane <1. I ug/l SW-846 8260B 5/12/10 MMM Bromodichloromethane <1 1 ug/l SW-846 8260B 5/12/I0 MMM Bromoform <l I ugA SW-846 8260B 5/12/10 MMM Bromomethane <7 7 ug/l SW-846 8260B 5/12/10 MMM n-Butylbenzene <1 l ugA SW-846 8260B 5/12/10 MMM Sec-butylbenzene <1 1. ugA SW-846 8260B 5/12/10 MMM tert-Butylbenzene <1 I ug/l SW-846 8260B 5/12/10 MMM Carbon Tetrachloride <l I ugA SW-846 8260B 5/12/10 MMM Chlorobenzene 2 1 ug/l SW-846 8260B 5/12/10 MMM Chloroethane <5 5 ugA SW-846 8260B 5112/10 MMM Chloroform <1 1 ug/l SW-846 8260B 5/12/10 MMM Chloromethane <5 5 ugA SW-846 8260B 5/12/10 MMM 2-Chlorotoluene <1 I ug/l SW-846 8260B 5/12/10 MMM 4-Chlorotoiuene <I I ugA SW-846 8260B 5/12110 MMM Dibromochloromethane <1 1 ugA SW-846 8260B 5/12/10 MMM 1,2-Dibromo-3-Chloropropane <2 2 ugh SW-846 8260B 5/12110 MMM ' 1,2-Dibromoethane(EDB) <1 1 ug/l SW-846 8260B 5/12/10 MMM Dibromomethane <2 2 ug/l SW-846 8260B 5/12/10 MMM 1,2-Dichlorobenzene <1 I ugA SW-846 8260B 5/12/10 MMM 1,3-Dichlorobenzene <1 1 ug/1 SW-846 8260B 5/12/10 MMM 1,4-Dichlorobenzene <1 1 ug/l SW-846 8260B 5/12/10 MMM Dichlorodifluoromethane <5 5 ug/l SW-846 8260B 5/12/10 MMM I,1-Dichloroethane <l I ugA SW-846 8260B 5/12/10 MMM 1,2-Dichioroethane <l 1 ugA SW-846 8260B 5/12/10 MMM 1,1-Dichioroethene <1 I ug/1 SW-846 8260B 5/12/10 MMM cis-1,2-Dichloroethene <1 1 ug/l SW-846 8260B 5/12/10 MMM trans-1,2-Dichloroethylene <1 1 ug/l SW-846 8260B 5/12/10 MMM 1,2-Dichloropropane <1 1 ug/1 SW-846 8260B 5/12/10 MMM 13-Dichloropropane <1 I ugA SW-846 8260B 5/12/10 MMM 2,2-Dichloropropane <1 I ug/I SW-846 8260B 5/12/10 MMM 1,1-Dichloropropene <1 1 ug/l SW-846 8260B 5/12/10 MMM 1,3-Dichloropropene(total) <1 1 ug/1 SW-846 8260B 5/12/10 MMM Ethylbenzene <1 1 ug/l SW-846 8260B 5/12/10 MMM Hexachlorobutadiene <1 1 ug/l SW-846 8260B 5/12/10 MMM ' isopropylbenzene <1 1 ugA SW-846 8260B 5/12/10 MMM Page 7 of 12 ' R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS ' Bamstable WPCD Date Received: 5/6/10 Approved by: % � ��✓ ;j Work Order k 1005-08433 -Da Deporting Sample# 003 SAMPLE DESCRIPTION: B2A-R SAMPLE TYPE: GRAB SAMPLE DATEITIME: 5/01/2010 @ 12:30 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST I p-lsopropyltoluene <1 1 ug/1 SW-846 8260B 5/12/10 MMM Methylene Chloride <5 5 ug/l SW-846 8260B 5/12/10 MMM i Naphthalene <1 1 ue/I SW-846 8260B 5/12/10 MMM I n-Propylbenzene <1 I ug/I SW-846 8260B 5/12/10 MMM Styrene <1 1 ug/I SW-846 8260B 5112/10 MMM 1,1,1,2-Tetrachloroethane <1 1 ug/1 SW-846 8260B 5/12/10 MMM 1,1,2,2-Tetrachloroethane <1 I ug/l SW-846 8260E 5/12/10 MMM jTetrachloroethene <1 I ug/1 SW-846 8260B 5/12/10 MMM Toluene <I I ug/l SW-846 8260B 5/12/10 MMM 1,2,3-Trichiorobenzene <1 I ug/l SW-846 9260B 5/12/10 MMM I 1,2,4-Trichlcrobenzene <1 1 ug/I SW-846 8260B 5/12/10 MMM ' 1,1,1-Trichloroethane <1 I ug/I SW-846 8260B 5112/10 MMM 1,1,2-Trichloroethane <I 1 ugh SW-8468260B 5/12/10 MMM ' Trichloroethee <1 1 ug/l SW-846 8260B 5/12110 MMM Trichloroflucromethane <I 1 ug/l SW-846 8260B 5/12/10 MMM 1,2,3-Trichioropropane <1 1 ug/l SW-846 8260B 5/12/10 MMM 1,2,4-Trimethylbenzene <1 1 ug/l SW-846 8260B 5/12110 MMM 1,3,5-Trimethylbenzene <I 1 ug/l SW-846 8260B 5/12/10 MMM Vinyl Chloride <1 1 ug/l SW-846 8260B 5/12110 MMM o-Xylene <1 1 ug/l SW-846 8260B 5/12/10 MMM m p-Xylene <1 I ug/l SW-846 8260B 5/12/10 MMM Methyl Tertiary Butyl Ether(MTBE) <2 2 ug/l SW-846 8260B 5/12/10 MMM Acetone 12 10 ug/1 SW-846 8260B 5/I2/10 MMM 2-Butanone(1*1EK) <10 10 ug/1 SW-846 8260B 5/12/10 MMM 4-Methyl-2-pentanone(MIBK) <50 50 ug/l SW-846 8260B 5/12/10 MMM Surrogates RANGE SW-846 8260B 5/12/10 MMM Dibromofluoromethane 108 86-118% SW-846 8260B 5/12/10 MMM ' Toluene-d8 109 88-110% SW-846 8260B 5/12/10 MMM 4-Bromofluorobenzene 100 86-115% SW-846 8260B 5/12/10 MMM 1,2 Dichloroetnane-& 102 80-120% SW-846 8260B 5112/10 MMM Total Metals Analyzed by ICP Arsenic <0.05 0.05 mg/l EPA 200.7 5/12/10 PJC Barium 0.107 0.005 mgll EPA 200.7 5/12/10 PJC Iron 32.6 0.100 mg/l EPA 200.7 5/12/10 PJC Lead <0.040 0.040 mg/1 EPA 200.7 5/12/10 PJC Manganese 1.17 0.010 Mg/1 EPA 200.7 5/12/10 PJC I Page 8 of 12 R.I.Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS 1 Barnstable WPCD „ Date Received: 5/6/10 Approved b i �. % PP Y• ,��/�/`�� ,� - ' Work Order#: 1005-08433 bad Reporting Sample# 004 ' SAMPLE DESCRIPTION: B2B-R SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 5/01/2010 @ 12:30 SAMPLE DET. DATE ' PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST 1 Volatile Organic Compounds r, Benzene <1 1 ugA SW-846 8260B 5112110 MMM Bromobenzene <1 I ugA SW-846 8260B 5/12110 MMM Bromochloromethane <1 I ug/1 SW-846 8260B 5/12/10 MMM Bromodichioromethane <1 I ugA SW-846 8260B 5/12/10 MMM Bromoform <1 1 ugA SW-846 8260B 5/12/10 MMM Bromomethane <7 7 ugASW-846 8260B 5/12/l0 MMM n-Butylbenzene <I 1 ugA SW-846 8260B 5/12110 MMM ' Sec-butylbenzene <1 I ugA SW-846 8260B 5/12/10 MMM tert-Butylbenzene <1 1 ugA SW-846 8260B 5/12110 MMM Carbon Tetrachloride <1 I ugA SW-846 8260B 5/12/10 MMM Chlorobenzene <1 l ugA SW-846 8260B 5/12/10 MMM Chioroethane <5 5 ug/I SW-846 8260B 5/12/10 MMM Chloroform <I I ug/1 SW-846 8260B 5/12/10 MMM Chloromethane <5 5 ug/1 SW-846 8260B 5/12/10 MMM 2-Chlorotoiuene <1 1 ugA SW-846 8260B 5/12/10 MMM 4-Chlorotoluene <1 I ugA SW-846 8260B 5/12/10 MMM Dibromochloromethane <l 1 ugA SW-846 8260B 5/12/10 MMM 1.2-Dibromo-3-Chloropropane <2 2 ug/I SW-846 8260B 5112/10 MMM ' 1.2-Dibromoethane(EDB) <1 I ugA SW-846 8260B 5/12110 MMM Dibromomethane <2 2 ug/1 SW-846 8260B 5/12/10 MMM 1.2-Dichlorobenzene <1 1 ug/1 SW-846 8260B 5112/10 MMM 1,3-Dichlorobenzene <1 1 ugh SW-846 8260B 5/12/10 MMM 1.4-Dichiorobenzene <1 1 ug/1 SW-846 8260B 5/12/10 MMM Dichlorodifluoromethane <5 5 ug/1 SW-846 8260B 5/12/10 MMM I,I-Dichloroethane <I 1 ugA SW-846 8260B 5/12/10 MMM 1.2-Dichloroethane <1 1 ugll SW-846 8260B 5/12/10 MMM 1,1-Dichioroethene <1 1 ugA SW-846 8260B 5/12/10 MMM cis-1.2-Dichloroethene <1 I ugA SW-846 8260B 5/12/10 MMM trans-1,2-Dichloroethylene <1 I ug/1 SW-846 8260B 5/12/10 MMM ' 1,2-Dichloropropane <1 I ugA SW-846 8260B 5/I2/10 MMM 1,3-Dichloropropane <1 1 ugA SW-846 8260B 5/12/10 MMM 2.2-Dichloropropane <1 1 ugA SW-846 8260B 5/12/10 MMM 1,1-Dichioropropene <1 1 ug/1 SW-8468260B 5/12/10 MMM ' 1.3-Dichloropropene(total) <1 1 ugA SW-846 8260B 5/12/10 MMM Ethyibenzene <1 1 ug/1 SW-846 8260B 5/12/10 MMM Hexachlorobutadiene <I 1 ug/1 SW-846 8260B 5/12/10 MMM Isopropylbenzene <I 1 ug/1 SW-846 8260B 5/12/10 MMM Page 9 of 12 R.I.Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Barnstable WPCD Date Received: 5/6/10 Approved by: ' Work Order#: 1005-08433 -Zafa Reporting - Sample# 004 ' SAMPLE DESCRIPTION: B2B-R SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 5/01/2010 @ 12:30 _ SAMPLE DET. DATE ' PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST p-Lsopropyltoluene <1 1 ug/I SW-846 8260B 5/12/10 MMM Methylene Chloride <5 5 ugh SW-846 8260B 5/12110 MMM Naphthalene <1 I ug/1 SW-846 8260B 5/12/10 MMM ' n-Propylbenzene <1 l ug/1 SW-846 8260B 5/12110 MMM Styrene <1 1 ugA SW-846 8260B 5112/10 MMM 1,1,1,2-Tetrachloroethane <1 I ugA SW-846 8260B 5/12/10 MMM ' 1,1,2,2-Tetrachloroethane <1 I ug/I SW-846 8260B 5/12/10 MMM Tetrachloroethene <1 I ug/1 SW-846 8260B 5/12/10 MMM Toluene <1 1 ugA SW-846 8260B 5/12/10 MMM 1,2,3-Trichlorobenzene <1 1 ugh SW-846 8260B 5/12/10 MMM 1,2,4-Trichlorobenzene <1 1 ug/I SW-846 8260B 5/12/10 MMM 1,1,1-Trichloroethane <1 1 ug/1 SW-846 8260B 5/12/10 MMM 1,1,2-Trichioroethane <1 1 ugA SW-846 8260B 5/12/10 MMM 1 Trichloroethene <1 I ugA SW-846 8260B 5/12110 MMM Trichlorofluoromethane <1 1 ugA SW-846 8260B 5/12110 MMM 1,2,3-Trichloropropane <1 1 ugA SW-846 8260B 5/12/10 MMM 1,2,4-Trimethylbenzene <I I ug/I SW-846 8260B 5/12/10 MMM 1,3,5-Trimethylbenzene <I I ug/I SW-846 8260B 5/12/10 MMM Vinyl Chloride <1 I ugA SW-846 8260B 5/12/10 MMM o-Xyiene <I 1 ugl SW-846 8260B 5/12/10 MMM ' m,p-Xylene <1 i ugA SW-846 8260B 5/12/10 MMM Methyl Tertiary Butyl Ether.(MTBE) <2 2 ugA SW-846 8260B 5/12110 MMM Acetone <10 10 ugA SW-846 8260B 5/12/10 MMM 2-Butanone(MEK) <10 10 ugA SW-846 8260B 5/12/10 MMM t 4-Methyl-2-pentanone(MMIK) <50 50 ug/I SW-846 8260B 5/12/10 MMM Surrogates RANGE SW-846 8260B 5/12/10 MMM Dibromofluoromethane 106 86-118% SW-846 8260B 5/12/10 MMM ' Toluene-d8 108 88-110% SW-846 9260B 5/12/10 MMM 4-Bromofluorobenzene 98 86-115% SW-846 8260B 5/12/10 MMM 1.2 Dichioroethane-d4 104 80-120% SW-846 8260B 5/12/10 MMM Total Metals Analyzed by 1CP Arsenic 0.08 0.05 mgA EPA 200.7 5112/10 Pic Banum 0.032 0.005 mg/1 EPA 200.7 5/12/10 Plc 1 Iron ..15.4 0.100 mg/I EPA 200.7 5/12/10 PJC Lead <0.040 0.040 mgA EPA 200.7 5/12/10 Pic Manganese 0.399 0.010 mg/I EPA 200.7 5/12/10 PJC t Page 10 of 12 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Barnstable WPCD � Date Received: 5/6/10 Approved by: ' Work Order#: 1005-08433 Eiata Reporting Sample# 005 SAMPLE DESCRIPTION: B2C ' SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 5/01/2010 @ 12:30 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Volatile Organic Compounds -� Benzene <I 1 ug/l SW-846 8260B 5/12/10 NRAM Bromobenzene <1 1 ugA SW-846 8260B 5/12/10 MMM Bromochloromethane <1 1 ugh SW-846 8260B 5/12/10 MMM Bromodichioromethane <1 I ug1l SW-846 8260B 5/12/10 MMM Bromoform <1 I ug/l SW-846 8260B 5/12/10 MMM Bromomethane. <7 7 ug/1 SW-846 8260E 5/12/10 MMM n-Butylbenzene <1 1 ug/l SW-846 8260B 5/12/10 MMM Sec-butylbenzene <1 1 ug/l SW-846 8260B 5/12/10 MMM ' tert-Butylbenzene <l 1 ug/l SW-846 8260B 5/12110 MMM Carbon Tetrachloride <l 1 ugA SW-846 8260B 5/12/10 MMM T. Chlorobenzene <1 I ugA SW-846 8260B 5/12/10 MMM ' Chloroethane <5 5 ugA SW-846 8260B 5/12/10 MMM Chloroform <1 1 ugA SW-846 8260B 5/12110 MMM Chloromethane <5 5 ugA SW-846 8260B 5112/I0 MMM 2-Chlorotoiuene <1 l ug/l SW-846 8260B 5/12/10 MMM t 4-Chlorotoluene <1 I ugA SW-846 8260B 5/12110 MMM Dibromochloromethane <1 I ugA SW-846 8260B 5/12/10 MMM 1,2-Dibromo-3-Chloropropane <2 2 ugA SW-846 8260B 5/12/10 MMM 1,2-Dibromoethane(EDB) <1 1 ugA SW-846 8260B 5/12/10 MMM Dibromomethane <2 2 ug/l SW-846 8260B 5/12/10 MMM 1,2-Dichlorobenzene <1 1 ugA SW-846 8260B 5/12110 MMM 1,3-Dichlorobenzene <1 I ug/l SW-846 8260B 5/12/10 MMM 1,4-Dichlorobenzene <1 1 ugA SW-846 8260B 5/12/10 MMM Dichlorodifluoromethane <5 5 ug/l SW-846 8260B 5/12/10 MMM 1,1-Dichloroethane <1 1 ug/l SW-846 8260B 5/12/10 MMM 1,2-Dichloroethane <1 1 ug/I SW-846 8260B 5/12/10 MMM ' 1,1-Dichloroethene <1 1 ugA SW-846 8260B 5/12/10 MMM cis-1,2-Dichloroethene <l 1 ugA SW-846 8260B 5/12/10 MMM vans-1,2-Dichloroethylene <1 1 u01 SW-846 8260B 5/12/10 MMM 1,2-Dichloropropane <l 1 ug/l SW-846 8260B 5/12/10 MMM 1,3-Dichloropropane <1 1 ug/l SW-846 8260B 5/12/1.0 MMM 2,2-Dichloropropane <1 1 ugA SW-846 8260B 5/12110 MMM 1,1-Dichloropropene <1 I ugA SW-846 8260B 5/12/10 MMM 1,3-Dichloropropene(total) <1 1 ugA SW-846 8260B 5/12/10 MMM Euylbenzene <1 1 ug/l SW-846 8260B 5/12/10 MMM Hexachlorobutadiene <1 I ug/1 SW-846 8260B 5/12110 MMM isopropylbenzene <1 1 ug/1 SW-846 8260B 5/12/10 MMM t Page 11 of 12 i R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Barnstable WPCD • Date Received: 5/6/10 Approved by: Work Order#: l 005-08433 ata Reporting -, Sample# 005 SAMPLE DESCRIPTION: B2C SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 5/01/2010 @ 12:30 r, SAMPLE DET. DATE ' PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST p-Isopropyltoluene <1 I ug/I SW-846 8260B 5/12/10 MMM Methylene Chloride <5 5 ugA SW-846 8260B 5/12110 MMM Naphthalene <1 I ugA SW-846 8260B 5/12/10 MMM ' n-Propylbenzene <1 I ug/l SW-846 8260B 5112110 MMM Styrene <I 1 ugA SW-846 8260B 5/12/10 MMM 1,1,12-Tetrachloroethane <1 1 ug/I SW-846 8260B 5/12/10 MMM 1,1,2;2-Tetrachloroethane <1 1 ug/I SW-8468260B 5/12/10 MMM Tetrachloroethene <1 1 ugA SW-846 8260B 5/12/10 MMM Toluene <1 1 ugA SW-846 8260B 5/12/10 MMM 1,2,3-Trichlorobenzene <1 1 um SW-846 8260B 5/12110 MMM 1,24-Trichlorobenzene <1 1 u0 SW-846 8260B 5/12/10 MMM 1,1,1-Trichloroethane <1 I ugA SW-846 8260B 5/12/10 MMM 1,1,2-Trichloroethane <1 I ugA SW-846 8260B 5/12/10 MMM Trichloroethene <1 1 ueA SW-846 8260B 5/12/10 MMM Trichlorofluoromethane <1 I ug1l SW-846 8260B 5/12110 MMM 1.2,3-Trichloropropane <1 1 ugA SW-846 8260B 5/12/10 MMM "? 1,2,4-Trimethylbenzene <1 I ugA SW-846 8260B 5/12/10 MMM ' 1,3,5-Trimethylbenzene <1 I ug/1 SW-946 8260B 5/12110 MMM Vinyl Chloride <1 1 ugA SW-846 8260E 5/12/10 MMM o-Xylene <1 1 ug/l SW-846 8260B 5/12/10 MMM ' m,p-Xylene <1 1 ugA SW-846 8260B 5/12/10 MMM Methyl Tertiary Butyl Ether(MTBE) <2 2 ug/1 SW-846 8260B 5/I2/10 MMM Acetone <10 10 ug/1 SW-846 8260B .5/12/10 MMM 2-Butanone(NIEK) <10 10 ug/1 SW-846 8260B 5/12/10 MMM 4-Methvl-2-pentanone(MI3K) <50 50 ug/l SW=846 8260B 5/12/10 MMM Surrogates RANGE SW-846 8260B 5/12/10 MMM r • Dibromofluoromethane 107 86-118% SW-846 8260B 5/12/10 MMM Toluene-d8 110 88-110% SW-846 8260B 5112/10 MMM 4-Bromofluorobenzene 96 86-115% SW-846 8260B 5/12/10 MMM 1,2 Dichloroethane-d4 105 80-120% SW-846 8260B 5/12/10 MMM ' Total Metals Analyzed by ICP Arsenic <0.05 0.05 mg/l EPA 200.7 5112/10 PJC Barium 0.012 0.005 mg/l EPA 200.7 5/12/I0 PJC Iron <0.100 0.100 mg/1 EPA 200.7 5/12/10 P)C Lead <0.040 0.040 mg/l EPA 200.7 5/12/10 PJC Manganese <0.010 0.010 mg/1 EPA 200.7 5/12/10 PJC ' VOC dioxane only ' Page 12 of 12 ' R.I.Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Barnstable WPCD �. Date Received: 5/6/10 Approved by: ' Work Order#: 1005-08433 Data Reporting Sample# 005 SAMPLE DESCRIPTION: B2C SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 5/01/2010 @ 12:30 SAMPLE DET. DATE ' PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST 1,4-Dioxane <3 3 ug/I SW-846 8260B 5/14/10 RGM Surrogates RANGE SW-846 8260B 5/14/10 RGM 1,4-Dimane-11 82 70-130% SW-846 8260B 5/14/10 RGM i CHAIN OF CUSTODY RECORD H� R I. Anal tical Lab6 atories Inc: F a N 41 Illinois Avenue 131 Coolidge St, Bldg. 2 o o m a 1� Warwick, RI 02888 Hudson, MA 01749 0 a 0 z a Tel: 800-937-2580 Tel: 888-228-3334 Ul a 2 Fax: 401-738-1970 Fax: 978 568 U078 n w v Q Q z Date IitneCo Collected Collected Tteld Satuple.l[denhticahon c71 � a > z U i—° 3 D 8 Ih± c aG -I ►� ✓ — 5 J v a - 3d 3 a.R _ R a3v 6 ae- &W Y .SyLi _Jl�3o 8 G PP 6to 36 8 S� G P Ir,to �a3o 12>aA -k c IP Gw �a3o a#3-j2 G IPIV 6 t) 1 a 3c> G 110 6 tc) Clientlnformation .. L Project Information.. . ` Company Name: Barnstable i mm Project Name: Address: ' S- /CL IA)T rS 7; P.O.Number: �-- Project Number: City/Slate/Zip: /r TM14a, eCI6 S Report To: A. Mastroianni Phone: 508-790-6336 Fax: 508-790-6325 Telephone: 508-790-6336 Fax 508-790-6325 Sampled by: A.M. I z4-:•P P Contact Person: Ms. Ann Mastroianni, Lab Supervisor Quote No: -BrAR(39&7-99— Email address: A.mastroianni@town.barnstable.ma.US j . inquished By Date` Time Re ivied Date. Time. Turn Around Time �[n7 Normal EMAIL Report .5A Ic,, 6 t) 5 Business days.Possible surcharge Rush (business days) Project Comments--::': Lab Use Oiily Circle if applicable. GW-1, GW-2, GW-3, S-1, S-2, S-3 MCP Data Enhancement QC Package? Yes No Sample Pick Up Only &(iXI7 40 CFR Cert Needed R1AL sampled;attach field hours Shipped on ice Workorder No: 160 -09103 Container fVes: P=Poly,G=Glass,AG=Amber Glass,V=Vial,St=Sterile Preservation Codes: NP=None,.N=HNO,,H=HCI,S=H2SO4,SH=NaOH,SB=Nal-iSO4,M=MeOH,T=Na2S203,Z=ZnOAc,Hce Matrix Codes: GW=Groundwater,SW=Surface Water,WW=Wastewater,DW=Drinking Water,S=Soil,SI=Sludge,A=Air,B=Bulk/Solid,0= Page of i era L Pagel of I3 Specialists:in Znviraanmentat:Ser�viees ' CERTIFICATE OF ANALYSTS Barnstable..WP.CD IDate Received: 10,'28/l_0 Attn: Ms. Ann Mastroianni ID:ate.,Reported: 11i4/10 ' 617 Bearse`s Way P.O. : 11002273 Hyannis,'MA. 02601 Work Order it: 1010-215 3 8 DESCRIPTION.- LANDFILL Sub,ect.sample(s).has/have'been analyzed by our Warwick,R.I.laboratory With.`the attached results. Reference: All parameters were analyzed by40.CFR,136-and U.S.EPA.approved methodologies. The specific rrtethodolgg esare listed in the methods column of the Certificate Of Analysis.. Data qualifiers(if present)are explained in..fall,atthe:end.of a"given.sarnple's analyticalresults. r Certification-k RI-035; MA-RI015, CT=PH-05.08,.ME—RI015 NH-253700 A&B, LTSDA S•-41-844 If you have any-questions regarding this work,.orif we y:be.bf further assistance;please contact our customer service:department. r._. We certify that the following results are:true and accurate to the best of our knowledge: ' Sharon Baker Data Reporting enc: Chain of Custody 41 Illinois Avenue;Wamick,R10288S i.31.Coolidge Street,Sulic 105.Huoso..MA:01749 Phone:401.737.8500 Fax:401,738.1970 ,?none:978.568.004' rax7978.568.007.8 r i Page 2 of:13 _RcI..:Agalytical'Laboratories,Inc. CERTWICATROF:ANALYSIS Barnstable WPCD ` Date Received: 10/28/10 APproved by: ;'MIMIj, W ork Order.#t: 1010-21538 Lm a .eporting Sample' 001 SAMPLE DESCRIPTION: C2B SAMPLE TYPE: GRAB SAMPLEDATE/TUVI.E: 101=010_@ 13:00 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST VOC dicxane only 14-Dioxane L6 3 ug/1 SW=846 8260B 1114110 RGM Surrogates RANGE SW-846 8260B 11/4/10 RGM 1;4-Dioxane-d8 116 70-130% SW-846 9260B 11141,10 RGM Volatile Organic Compounds �' Bermene <1 1 uB/I SW4469260B .10/29/10 MMM Bromobenzenc 11 1 49A SW446.826DB 30/29/10 MMM ammochiocmrtethme <1 i ug/1 SW-M6 9260B 1029110 MMM Bromodichloromethane <1 1 ug/1.. 5W-846 8260B 10/29110 MMM ' Bromoform <1 1 ugli SW-846:9260B 1029/10 MMM Bromommbane Q 7 u, SW-946 8260B 1029/10 WIMM n-BuMbenzene <1 1 ug/1 SW446 9260B 1029/10 MMM Sec-butylbtnzene <1 I uVi SW=846:8260B !i029/10 MMM Teri-Butvlbtnzene <d 1 ygh SW446:$260B 10/29/.1:0 Na%4M Camor:T-em=hloride <1 i uJi SW-8468260B 10/29/10 h4h4m Chiorobemmne <l I ugA SW-846 9260B 1029110 MMM Chloroelhene .<5 5 ug/1 SW-846`8260B I0/29/10. . )V d L Chloroform <1 ttc/1 SW=8461260B 1029/]0 MMM Chloromedumt <5 5 W1 SW446 8260B 10/291..10 MMN 2-Chiorotoluene <1 I ug/I SW-846 8260B .102911:0 MMM ' 4-Chlorotoluene <.I I ug/1 SW-846 8260B. 1012-9/1.0 MMM. Dibromochioromethane <1 1 119/1 SW4468260B 101r /10 MMM 1,2-Dibromo-3-Chicropropane t2 2 ug/1 S�V-846 9260B 10/29/10 Mwil 12-Dibromoethane(EDB) <1 1 ut11 SW-M-9260B 10r29/10 MMM Dibromomethane <2 2 VzR SW=8468260B 1029110 MMM 1,2-1)ichlorobenzene <l 1 Ilan SW-84678260D IW,29/10 MMM 1;3=Dichioroneuzene <1 1 uell SW-846 8266B 10129/1-0 MMM 1,4-Dichiorobenzene <1 I ugh SW-846 8260B 1029/1.0 MMM Dichiorodifluoromethane <5 5 ugfi SW-846 8260B 1029/10 MMM 1.1-Dichloroetharu <I 1 ugn SW-8461260B 10/29/I0 MMM 1;2=Dichioruethane <1 I ugli SW-846.9260B 10/29110 MMM ' 117-Dichlorocthenr <1 I ue 5W446:8260B IM9110 MMM ci 1,2-Dichioroethene <1 1. 411 SW446''8260B 1029/:10 MMM trans=1,2-Dichiorocthylenr <1 7 ug/1 SW-846:8260B 10129/10 MMM 1,24)ichloropropane <1 1 ug11 SW-846 8260B 10/29/10 1vfMN: 1.:3-Dich1oropropam <t I U91 SW=8468260B 1029110 MMM 1 Page3 en kL Ana1ytica1,uboratoa-ies,Inc. CERTIFICATE OF ANALYSIS Barnstable VvTCD Date:Received: 10/28/1'0 Approved by: Vv,ork;Urder#: 1010=21538 :H6ia Reporting I, Sample W •001 SAMPLE DESCRIPTION: C2B SAMPLE TYPE: GRAB SAM.PLE:DATE/T'INIE: 1012212010:(c�r�.13:00 SAMPLE DET. DATE PARAMETER RESULTS LTIMT UNITS METHOD ANALYZED ANALYST 22-Dichioro ro anc -<1 1 ua P P III SW-8468..s 60B 1029110 MMM 1,1-Dichiompropene <1 1 ug/i SW446:826013 10/291,10 MMM 1;3-Dichloropropenc(total) <I 1 ugA SW-946 8260B 10129/10 MMM Ethylbenzene <1 1 ugtl SW446-8260B 10/29/10 MMM Iic=hImobutadicne <1 1 ugA SW=8461260B 30/29/1D MMM lsopropylbenzene <I 1 ugA SW=846 8260B 10/29110 A�FNA4 p-lsopsopvitoluene <1 I tte/I SW-946 9260B 10/29/10 MMM ' MethyieneChbride <- 5 ug/I SW-946.:9260B 1.0/29/10 MMN, Naphfhalene <1 i ugA SW-846 9260B 10/2911D MMM n ?rapyibeazenc <1 1 ugA SVW4468260B 1.029/1.0 MMM Styrene <1 I ug/1 SW446 8260E 10/29/10 MMM 1,1>12-Tntrachloroethane <1 1 ug/1 SVJ-846$26013 1024G10 ivIIv(M 1,1.2.7 Tetrachloroethane <.1 1 ugA SW446 826DB 10129//0 MMM Tetrachloroethene <1 1 ugA SW-846 8260E 1029110 NI1vIIvf Toluene <1 1 ug/l SW446 8260E 1029110 :MMM 12i-Trichlorubetueae <F 1 ug/1 5W-846>9260B 10129/110 MMM 12,4-Trichlorobenzene <1 1 ug/1 SW-846.MOB 10129/1:0 h9MM 1Il-Tricw0wethme s1 1 ug/I SW-846:9260B iD29/FO MMM 112-Tri�loroethane <l ] ugA SW446 8260B 1029/I0 MMM Trtchlorodhenc <1 1 ugll SW-846:9260B 10/29/10 MMM. Tnchlorottuoromethane <l i ugA SW446 8260B 1029/10 MMM 1,2-1,Trichloroprapane <1 I ugA SW446-9260B 10/29110 MMM ,2,4-Trimethylbenzene <l .1 ugll SW-8469260B 1029/10 Nimm 1,3;5-Trimethvibenzene <1 1 ug/1 SW-846:9260B 10/29/10 MMM Vmvl Chloride <1 .1 ugll SW446:826011 1029/10 MMM o-Xviene <1 1 ugA SW-846'826013 1029110 TvNM m,p-Xylene <1 1 ug/1 SW-846 8260B 1029110 MMM Metbyl Teniary$utyl Ether{1VfIBE) <2 2 ug/l SW;B46:9260B 10P9/10 RIIvtiY Acetone 510 1 D no S W'446 8260B 1029110 MMtvi 2-Butanone(MEK) <10 10 ugA SW-846.8260B 10/29/10 MMM 4=Methyl-2.-p=Lmone(kIBK) <10 10 U?A SW-846:9260B 10129110 MMlvi Surrogates RANCP SW-9469260E 1029/10 'MMM Dibromotluoromethanc 91 86-11R%. 5W446126043 IW9110 MMM Toluene-d8 93 88=1110% 'SW446S26013 1D29/10 MMM 4-Bromonuorobcn=e 101 86-.115% 1,W-846 8260B 102911D MMM. 1.2Dichioroethane-d4 9> 8f1I20% SW=846'8260B 1029110 MMM I ' Total.Metals Anarzed::ny.ICP Page 4 of 13 R-I.Analytical Laboratories,.Inr- CERTIFICATE_OF ANALYSIS Barnstable-WP.CD Date Received: 10729/10 Approved by: ' Work Order r; ]010-21 538 tka Reporting Sample 001 SAMPLE DESCRIPTION: C2B SAMPLE TYPE: GRAB SAMPLE DATE/TIKE: 1:0222Q.1Q:@:I;3 00 SAWLE -DET. DATE PARAMETER RESULTS LIMIT 'UNITS METHOD ANALYZED ANALYST Arsenic <0:05 0.05 mgn EPA200.7 111.2110 PJC Raritan 0101 0.005 mgfl EPA200.7 1112/10 PJC Iron 17.1 0.100 mg/1 EPA:200.7 1112/10 PJC Lead <0:040 0:040 Mo EPA200_^ 1112/l0 PJC Manganese 227 0.010 mg/! EPA200:7 II12/10 Pic ' Sample 4 002 SAMPLE DESCRIPTION: C2C SAMPLE TYPE: GRAB SAMPLE:DATE/TIME: 10I2872010 @ 11:00 SAMPLE :DET. DATE PARAMETER RESULTS I:IMIT UNITS METHOD ANALYZED ANALYST VOCdioxanc.only 14 Dioxanc <3 3 ugA SW-846'8260B 11/4/10 RGM surrogates RANGE SW-846'8260B 11/4i10 RGM 1,4-.Dioxane-d8 99 70-130% SW-9468260E 1:1f4/10 RGM Sample# 003 SAMPLE DESCRIPTION: C 21) SAMPLE TYPE: GRAB SAMPLE.DATE/TIME: 10282010 @ 11:00 SAMPLE DET.. DATE PARAMETER RESULTS LD41T UNITS M 101) ANALYZED ANALYST VOC-dioxane.only 1.4-Dioxane <3 3 ugA SW446 8260B 11/4/10 RGM Su rngates RANGE SW=846 8260B 11/4/.10 RGM, 14-Dioxanc-d8 97 70-130% SW-846`8260B 14/4110 RGM ' Paae 5:of 13 PLL Anaiytical.Laboratories;Inc. CERTIFICATE OF ANAiJYSIS y Bamstable WPCD j Date Received: 1012811:0 Approved'bv - / ✓/: y ' Work'Order# 10;20-21538 `DataReparting Sample# 004 SAMPLE DESCRIPTION: D63 SAMPLE TYPE: GRAB SAMPL-E:DA=. IMM: 10L29120:10:r& 1.1-30 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST VOC.dioxane only 1;4-Dioxane <3 3 upA SW446 8260B LIA/10 RGM Surrogates RANGE SW=846:8260B 1114/10 RGM 1;4-Dioxane-d8 97 70-P30°io SW=846 8260B 1.114/10 RGM. T� Page 6 of 13 R.L:AnaMical Laboratories,Ine. .:CERTIFICAT&OF ANALYSIS Barnstable WPCD Date:Reeeiued: I0/28/1.0 A proved .: , Work Order#: 1010-21538 Data Reporting Sampic 005 SAMPLE DESCRIPTION: B-AR SAMPLE TYPE: GRAB SAMP.L DATE/TIME: .10/22/2010 @ 10.•r30 SAMPLE :DET. DATE PARAMETER .RESULTS LD11T UNITS METMOD ANALYZED ANALYST Volatile Organic Compounds -, Benzene <I 1 M SW-946:8260B I:0729/IO MIviM Bromobenzene <1 I uc/1 SW 846 8260B I029110 MMM Bromochioromethane <1 I ugh SW6946 8260B 1029/10 MMM Brotnodichioromerhane <1 1 ugJl SW-84b S26QB I029110 MMM Bromoform <I I u811 SW 846'S260B 1029/10 MMM Bromomethane 7 u9A SW 8468260B 1029110 Mw n-Butylbenzene <1 1 ug/l SW446'826013 10/29/10 MMivt Sec-buh4benzene <1 1 vgA SW446.8260B 1:M9110 MMM ten=Butylbenane <1 I ugA SW4469260B lo/29110 MMM Carbon Tetrachloride <1 1 ugA SW446 S260B 10129/10 MMM Chlorobunzene <I a upA SW446 8260B 1029110 MW Chloroethane <5 5 ugn SW-846 S260B 1029110 MMM Chloroform <1 I ue/I SW-946.9260B 10R9110 MMM Chlorometbane <5 5 ueif SW8468260B 1029/10 MMM 2=Chlomtoluene <1 I ug/l SW-8468260B 10/29/10 MMM 4-Chlorotoluene <1 1 ugh SW-94GS260B 1029/10 MMb4 1 Dibromocftloromethane <1 :I ugA SW,9469260B 1029110 MMM 1,2-Dibromo-3-Chloropropane Q 2 ug/l SW4468260B 10129110 ..Mm ! 1;2-Dibromoethane(EDB) <1 i ugA SW446.8260B I029110 MMM 1 Dibromornethane <2 2 ugA SW S46:S260B IQ129/10 MMM 1,2-Didilarobenzene <l 1 ugTi SW 846 S260B 1029/10 MMM 1,3-Dichicrobznme <1 1 ugA SW446'MOB 1029110 MMM 1,,4-'Dichlorooer=e <1 1 ugA SW-846.8260B 10129/10 MMM Dichloiodifiuoromethmte <5 5 ugA SW-846`8260B 10:29/1:0 MMM ' IJ—Diebioroethane <1 I ugA SW4468260B 10f29110 MMM 1,27Dinhloroethane <1 1 u,E/1 SW 84Ci£264B 10/291.1'0 MMM -. I,1-Dichloroelsene <l 1 us:A SW-946 8260B 10129/10 MMM cis 1,2-Dichloroethene <1 1 ug/I SW-8468260B 1029110 MMM, trans--,l:2=Dichloroethvleae <1 1 uJl SW-946-9260B 10129110 N11vAr 12-Di6iompropaae <1 .1 :up/) SW- 8260B 1029tio MMM 1.3-Dichlompropene <1 I uJl SW-946 9260B IO29/10 MMM 22-Dichloroprooane GI 1 ugll SW-846:8260B IO/39110 MMM 1,1-Didhicyroprnperre <i .1 U-A SW-846 826GB 1029110 MMM 1,3-Dicbioropr0pene(total) <I 1 v@A SW-946 8260B 1029/10 MMM ' Ethy:lbenzene 71 ugA SW 846 8260B 1029/1D MMM liczaehiorobutadiene <I I ugA SW-'m 8260B 1029110 MMM i �� Page 7 of 13 1 R_I.Aualyiical Laboratories,_Inc. CERTIFICATE-OF ANALYSIS Barnstable WP.CD r = �/,� � L"G. :Date,Received: 1:0128IT0 Approved.by: Work Order 4: 10.L.0-2153€ Dafa�ep0rtmg Sample-4 0.05 SAMPLE-DESCRIPTION: B1AR SAMPLE.:TYPE: GRAB SAMPLE DATE/TEVIE: 10/22/2010 L 10:30 SAMPLE UET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Isopmpylbetaene <! .1 UJi SW446 S260B 10/29/10 MMNf p-lsopropyl►oluene <1 1 u9/1 SW-.846.8260B 1029/10 MNiM MethyieneChloride .5 SW=8461260B 10/29/10 mw Naphdukne <i 1 u9/1 SW-9468260B 10129110 MMM n=Propylbm=c <l 1 ug/1 SW446.8260B 10129110 Iv mm Styrene <1 1 ugA SW-946 8260B 1012-9/10 MMM 111.1,1 2-T.etrachloroedmm <1 1 :.ug/I SW446 8260B 10/29/1.0 16Rv m IJ..Z2-Tetrac8lome-fi ne <.1 1 ugJl 5W=846:8260B 1-0129/10 mmhi Tet whlomethate <I I :ng/1 SW=846'8260B 10129/1.0 MMM Toluene <1 1 ug/I SW-846:8260B L0129/10 Wa4 1.2 3 TricWorobenzerte <1 1 ug/l SlV 846:8260B 10I29/10 NIIvIM 1 4-Trichiomb=zme <1 .1 ug/! SW-946 8260B IOP9110 1v mm 1,1,1 Triehlomethane <1 I us/1 SW-W 8260B 1029/10 mmm 1,1.2-Trichlomethane <1 1 ug11 SW-846,826013 1029/10 Mmm Trichlomethene <1 i ue SW446 826013 1029/1.0 114m t Trichlomfluoromethsm <1 1 ug/1 SW446 8260B :1.0129/10 MMM 1,2,3-Trichloropropam <1 1 u9A SWA;846.8260B 10i29/10 MMM. 1,2;4=T•rimeihylbettzeae <1 ] ugA SW-846 8260B 1029/10 `NIMM 1,3 5-Trlmethylbcn=e <1 :1 ugA SW-8469260B I0IMIC MMM Vinyl`Chioride <! I ugll SW446 8260B 102.9/10 MMN,. O-Xyiene <l 1 ugA SW=846,9260B 10P9/10 MmM m p-Xyime <I 1 ueA SW-946 8260B 1029/10 MMM Methyllavary BuiyI Ether.(MTSE) Q 2 ugll SW-846:8260B 1029110 1400 Acetone <10 10 ue SW446'9260B 1029/1:0 MMM 2-Butananc(iv1EK) <10 10 ug SW446.8260B 1029/10 MM}d 4;Metbyl=2-paaanonr(NffBK) <10 10 u9n SW-846 8260B I029110 7v mm Surrogates RANGE SW-846 8260B -1029110 MMh4 Dibromofluorumed ne 91 86=L19% SW446 U60B :I029/10 Iv mm Toluene-d8 92 88 114% SW-946 8260B 1029/10 MMM 4-Brombfiuombm=c 10) 86-115% SW-946 9260B 1029/1.0 NvVlm 1 Dichlomethane-d4 80-120?Ja SW446.9260B 1029/10 •Awl ' To*W Metals.Analvzed by ICP,Arsenic <0 05 a05 mg/l EPA 200.7 1112/10 Pic Buium 0.278 0:005 mg/1 £PA.200.7 1112/1.0 Pic Iron 85.8 U-100 m2 l EPA 200.7 '1112/10 Pic :Lead 0.068 0,040 mgtl EPA:200.7 .1:11,2/10 PJC Manganese 6.98 0.010 Mgh EPA200.7 II/2/10 PIC I 1 Pages-of I' P-1.Analvtical Laboratories,Inc. CERTIFICATE OF ANAI;YSIS Barnstable WPCD Date Received: 1:0129%I0 Approved by: Vv.ork:Order:#: I:O:S 0=21538 Dta': eporting i i i a '1 Page 9 of:13 1 ' R.I.,Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Barnstable WPCD Date Received: 1.0/28/10 Apprmred by : Work.Order.#: 1.0I0-21538 `Data k orting Sample:# 006 ' SAMPLE DESCRIPTION: BIB SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 10/22/2010 @.1:0:30 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Volatile Oreanic'Compounds Benzene <1 1 ug%1 SW-W:9260B 1029110 MMM Brovnob==e <I 1 ug11 SW446 8260B 1029/10 MMM :B.romochioromethane <7 1 ugASW-84fi<8260B 1029110 Mb Bromodichloromethanc <1 1 ug11 SW-846 9260B 1029110 MMM :Bromoform <] a. ugA SW-846 9260B :10/29110 MMM Bmmomethane <7 7 ughl SW4468260B 10/291.10 MMM n-Bertvioenune <I 1 ug71 SW-846>9260B 10129/10 `MMM Sec-butylbeazcnc <1 1 ug/l SW-846 9260B 10/29110 MMM �tert-Butylben=nc <1 .1 ugA SW-846.8260E 10/29/.16 NDAM Carbon Ttt=bloride <1 1 ugll SW846 9260B 1029110 MMM Chlorobmwnc <1 i u9/1 SW-846 8260B 1029110 MMM Chloroethane <5 5 aell SW-9468260B 1029/10 MMM Chloroform <1 1 ug/1 SW 846 926DB 1O29/10 MMM 'Chioromethane <5 5 ugA SW-846,8260B 1029110 MMM 2-CWomtoluene <l 1 ugA SW-846.8260B 1029/10 MM1v{ -4-Chlorotoluene <1 I ugA SW=846:8260B 029110 MMTvl ' Dibromochloromeffime <1 1 ugh SW-846 8260B 1029110 MMM 1,2-Dibromo-3-Chloropropane 2 2 ug11 SW-846 8260B 1-0/29/10 MMM 1;2-Dibromoefhane(EDB) <1 l ugLl 9W446 8260B 10129/]0 MMM .Dibromomethane <2 2 ugA SW-846:8260B 1029110 MMM 12-Dichloroberrzene <1 1 u9A SW-846 9260B 10/29/10 MMM 1,3-Dichiorohen=ne < 1 ugll SW$46 8260B 1029/10 MMM 1 4-Dichiorobenzene <1 1 ug/l 3W446 8260E 1029/10 MMM Diclilorodifiuoramethane <:S S , ug/l SW44.6 8260B 1029110 MMM lj=Dichlmoethane <1 1 ug/I SW-946 9260B .1029110 MMM i;2zDieliioroetlrane <] 1 u9/1 SW-846:8260B 1.029/1() NNM 1.17Dichioroetnene 4:1 1 ugA SW-846 8260B 100-9/10 MMM cis-112-Dichloroethene <1 1 ugli SW-846:8260B 1.0/29110 MMM. grans-1,2-Dichioroethviene <1 1 u911 SW-846.8260B 1.0129110 MMN, 1,2-Dichloropropanc <1 I ugA SW-846 8260B 1.0129/1.0 MMM 43=Dichioropropanc <1 I ugA SW-846 8260B 1029110 .MMM 2:2-Dichloropropanc <I 1 ugA SW44:68260B /0129/10 MMM I J-Diehlaropropene <I 1 ug/I SVv 846 8260B 1029110 MI 1 3-..Dichloropropen.-(rotal) <I 1 uJl SW-846F.8260B 1029/10 MMM £tnylbenzene <i 1 ug11 SW 846 9260II 70129/1.0 MMM Hexachloroburadicne <1 1 ue SW-846 8260B 10129/10 Nl1A1N 1 ' Page 10 of'13 1 ML Analy6cal.Lahoratories;Inc-, CERTMCATE O1 ANALYS1S :Barnstable WPCD � Date Received: 10/29110 Approved-b}: 1' Work-Order r: 1010=21538 L.,Uita.Rt;portincy Sample 4 006 SAMPLEDESCRIPTION� B1B ' SAMPLE TYPE: GRAB SAMPLE:DATE/TIME: 1017212010.@ 10:30 SAMPLE DET. BATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST lsopropylbenzene <1 1 u9/1 SW=846 8260B 1.029/10 MMM p-lsopropyltoluene <1 1 ug/1 SW-946 9260B 1029/)0 MMM Methylene Chloride <5 5 ug/I SW446 8260B 1029110 Ivt1vIM ' Naplithalen` <] 1 ugll SW-846:8260B :1029110 MMM n-Propylbenzene <1 1 ug11 SW446 8260E 10/9110 MMM Styrene < l USA SW-846 8260D 1029/10 'MMM 1.1.12-Tetrachlorodhane <I 1 ug/1 SW446 8260B IM9/10 MMM 1,1;21<Tetracliloroethanc <1 1 u9/1 SW-846,8260B 10/29/10 MMM TemchiorWhene <1 l ugn 3W446 9260B 10291,10 M1d1M Toluene <1 1 ugf) SW446'8260B 10/29110 MMM 1 2,3 Trichlorobenzcne <I 1 ug/l SW4 46.8260B 1029110 MMM I,2A-Trlelilombenzene <1 1 ugll SW-8468260E 10129110 MMM 10.,1 Trichlorocdrane <I I ug/1 SW-8469260B 1029/10 MMM 1,42-Trichloroethane <1 1 ug/1. SW:8469260B I,029/10 wM Trichiorcetb-me <l 1. ugll SW-946:8260B 1011910 MM)vt Triehiorofmoromethane q 1 ug(! SW-846:8260B 10/29110 MMM lr�,3=Tr&wTopropane <J 1 ugil SW-846 8260B 10/29110 MMM 1,2+Tnnjethy1benzene zl I u9/1 SW--9468260B 1029110 MMM 1;3.5=Triefhylbenrcne tl 1 ug11 SW-946 8260B 1029/1:0 MMM t Vinyl Chloide <1 I ug1J SW-946 926DB 1,0291.10 MMM o Xvlene <J I uell SW-846.8260B 1:029110 MMM m,p-hylene <1 I U9 SW4946 9260B 10/29110 MMM Methyl.T=-nary:Bury).FAher(fA BE) <2 2 ug SW-846.8260B 10/29110 Nli9ilvl Surrogates RANGE SW846.8260B 1029/f0 MMM Dibromofluororr dme 91 86-119 SW-84b.826M I029110 ]vIIvA4 Tolucnc=d8 .92 88410°.o SW-846 9260B I0129/10 MMM 4-Bromofluombenzene 101 86-115% SW-84b:8260B 1029/10 MMM i.2:Dichloroethane,44 93 80-I200io SW-8469260B 1029/10 MWI TOW-MeWs Anaiyzed by ICP ' Arsenio 0.39 0.05 mJl EPA 200.7 1I2110 PIC Barium .0.115 0.005 mg/1 EPA 200.7 .112/1:0 PIC iron ..97.5 0-1.00 M911 EPA200.7 112110 Pic ' Lead .<0.040 0.040 mgA EPA 200.7 11/2110 PJC Man€anew 0.884 H10 mJl EPA20M 112110 PJC L ' Page 11 of 13 RI.Analytcal.Laboratories,:Inc. CERTIFICATE OF ANALYSIS Barnstable WP:CD Datn:Received: 10%28/10 Approved by: ✓<,�' ' Work Order.#: 1010-2I'538 Jed Reponing Sample°g 007 SAMPLE DESCRIPTION; BiC SAMPLE TYPE: GRAB SAMPLE:DATE/TIME: .10222010 @'10._30 SAMPLE DE1 :DATE PARAMETER RESULTS LJMrr UNITS METHOD ANALYZED ANALYST Volatile Organic Compounds Benzene <1 I ugA SW446 8260B 10/29110 mmm Bromoberuene <l I agA SW-846 8260B l OP_9110 Auqm Bromorhloromethane <1 1 ugA SW-846 8260B .1029110 mmm Bromcidichioromethme <1 7 ugA SW-946 MOB 10/29110 mmm Bromoferm <l 1 ugA SW=8468260B 1029110 M1v1M ' Bromomethane <7 7 ugA SW-W22606 .10/29/10 A�Ilvttvl n Butvlbmzene <i 7 ugA SW-446 8260B 1029110 &DvIh2 Sec-butylbarzene <1 1 A SW-846 8260B 10/29/10 mmm tert-Butyl'ttenzette <l 1 119 SW-846`8260B 1029116 Nl im Carbon"Tetrachloride <1 1 ug/1 SW-946 8260B 1029/10 mmm Chiorobenzene <I 1 ugA SW-846 8260B 10/29/10 1vPAM Chloroeti mte <5 5 *1 SW-846..8260B 1.029/10 mmm Chloroform <3 .1 ugA SW 846 8260E 101291:10 M1vfM Chloromethane <5 5 ugA SW-946 8260E 10/29110 Ivi3vtAi1 2-Chlorotblucnc <l I UgA SW-846 8260E 10129/10 M1vfIVi 4-Chlomtoluene <I 1 119 SW=846 8260B 10/291.10 N OYM ' Dibromochloromethane <1 1 ugA SW-946 9260B 1.029110 mmm 1;2-Dibroma-3-Citloropropane t2 2 ug11 SW446 8260B 1029i10 1vTN11tii L,2-Dibtomoethane(EDB) 1 ugA SW-84:6:8260B 10/29/10 MMNI Dibromomethane -<2 2 ugA. SW-446:8260B 10291.10 1�4NAq 1.2-Dichiombenzene <1 1 ugA SW4846 9260B 1029/.10 Nuvfm 1 3-Dichioroben=ne <1 I ugA SW-946 MOB 10/29110 Jvfih4 1,4=Dichiorobenzem <1 1 ugA SW-846 8260B 1029/10 hoam Dichlorodibuoramcthane <5 5 ug/l SW-846 8260E 10291m Nevim, 1,1 Dichloroethanc <1 1 ugA SW-946 8260B 10/29/10 mw, I?-Dichloroethane <1 l ugA SW-946:9260B 10/29110 mmm 1,1-Dichlomethene <i 7 ugA SAS'-846 9260B 1029110 mmm 6is-L,2-Dichioroethene <l 1 11911 SW-846 9260B 1029/10 mmm vans-l2-Dichioroethylene <1 1 ug/1 SW446.9260B 1029110 mmm 1,2-Dichiompromm <1 1 UFA SW-846 8260B 10129110 tu11i4M 1,3-Dichioropropane <1 1 uell SW446 9260B 10/29/10 ivlw ' :2.2:=Dichioropropane <I 1 UgA SW7846 9260B 10:29/11) IMM 1,1-Dichloropropene <1 I ug/1 SW-846 9260B :10129/1.0 tvINIM 1,3-Dichiaropropene(total.) <1 7 ugA SW-84.6:9260B `I-029/10 NO41vf EtWbenzcne <1. I ugll SW4846`8260B 1029/10 iVIMN hmohlorobutadiene <1 1 ugA SW446 fi260B 10/29M M1GSM PaQe 12;of 13 R 1-Analytical Laboratories,Inc. CERTIFICATE OF ANA LY:SIS Barnstable WPCD r Date Received: 10/28/10 Approved by,: Work Order*: 1010 2153 8 'Data Reporting Sarn,ple# 007 SAMPLE DESCRIPTION: B1C SAMPLE.TYPE: GIU B SAMPLE DATE/TWE: 10/22P_010-@::10:30 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST lsopropylbenzene <1 1. Ugfl 3W446.8260B 10/29/10 MMM p-isopropyholuene <1 1 ugl SW446:8260B 1012911"0 MMM Methvlene'Chioiide <5 5 U9A SW-846 8260B 1012911:0 MMM Najrhtfialen <1 1 ugl SW-946 8260B 1029110 MMM ti Propylbenzenc <1 1 ugll SW446:8260B 10/29110 MMM Styrene <1 I uJl SW446:8260B 10129/10 MMM 11 1,2 Tetrachtoroethane <1 1 ug/1 :SW 846 8260B 10/29110 MMM 1 1-2Z.Tetrachloroethane <1 1 ug/1 SW-946.8260E 1029/10 MMM Tetracliloroethene <1 1 ug/I SW-846 8260B 1029110 MMM Toluene 41 1 uJ1 SW-846:8260B 10129110 MMM 1,2 3-Triahiorobenzene <1 I ugl SW-846::8260B 1029110 MMM 1.2 4-Trichlorobcu=c <1 1 U&I SW-846 MOB 1029110 MMN 1,1;I-Trichlorotxham <1 1 ugll SW 846 8260B I029110 }tOv1M 1,1,2-Trichloroctimc <1 1 ugh SW-846 8260B IO2:9110 MMM Trichlomethene <1 t UM SW 846 8260B 10/29/10 MMM Trichlorofluoromethane <t Q u9A SW 846:8260B 1.0291,10 MMM 1.2,3=Trich}oropropane < I ugA SW 846 8260B 1.0129/10 MMM 1,2,4-Tnmetliylbenzau <1 1 UP'l SW-8468260B 10291,10 NIIvfN1 ' 1,3,5=Trimethylbenzenc <I I ng/1 SW-946 826013 1029110 MMM Vinyl Chloride <1 1 ngll SW=846:8260B 1:0/29/10 MMI,q r o-Xvlene <I 1 ttg11 SW-846:9260B :10!29110 MMM m;p Xytene <1 1 pJ1 SA'446 826DB 1029110 MMM MethytIertiery$utVJ.Ethec:(MTBc} <? 2 UFA 1SW4468260B 1029/10 MNIM Acetone <10 10 ttg/1 SW-846s8260B 1:029110 MMM 2-ButanoneOvIER) <10 10 ug/1 SW-846'8260B 10/2911:0 :hQVw ' 4-Methyl-2-uentanone(MIBR) <10 10 11911 SW-846SMOB 10129/10 MMM 5urro€ates RANGE SW-846r8260B 1.0129110 MMM Dibrornofluoramethane 91 86-118% SW-846"B26013 1029/.10 MMM Toluene-d8 93 88-1,10°io SW-846 8260E 10/291.10 MMM 4=Brotnofluorobertzene 103 86415% SW-846 8260B 1029/10 MMM 1,�:Diciilocoetttane-d4 96 80-120% SW846:8260B I-029/10 MMM Total MetaisAnalvzed:by ICP Arsenic . <O.,F 0:05 ing EPA.200.7 1112/10 PJC .Barium 0.098 0.005 tngll EPA200:7 11/2/10 PJC Iron 27-3 0.100 melt EPA 200.7 112110 PJC Lead <0 040 0 040 -9/1 EPA 200.7 .1112/10 PJC ' Mang-ancsc 3.46 0.010 o tt�/t EPA200:7 1:I0210 P1C Page.13 of 13 Rg.::Analyfacal Laboratories,Inc- CERTIFICATE OF ANALYSIS Barnstable WPCD Date.Received: 10728110 .Approved by: Work Order#.: 10110721538 Da Reporting is t i 1 A R.I. Atial ttoal. L:aborAtdries, n� . H 41 Illinois Avenue 131 Coolidge St,13ldg. 2 p o W n Warwick, 11102888 Hudson, MA 01740 a Tel: 800-937-2580 Tel: 8s36 219-3334 Ul s Fox: 4101 738-1.970, 1 aXt.978-568-0U78 Uete T1tno � c 1 q Collected �tillt*cletl � Neeld Stimpte ldeett111catlort VI x do 00 ' _ GZL B 136c, Cr JG r —1 X Ga tt� �o iota s ► A/ 3 l3 v. atIB3v U � vj /o a 01A lacoC mpmiy Ndnte:R , 1 { Project Name: Address; G 0 P.O:Number: a 7 3. PfoJect Number city/state/zip: Rbport7o: Phone: Fax: Telc Bone; Faii:. -4Sampled by: Col is t I'er3ori: Quote No: Email.address: >� Cam- ltelfriijtiIgiteaj, .;" ;li►l`.; liitie k�cejve, Bp; !lath TUnt jnArouid Iitrlb.;. 0 �p Normal EMAIL Repoit 8 QAY rr t( 1 Y 5 Business da}s.Poasibte surcbruge.. Rush (bpsincss days).. project Cottituenta 1,91i N Ui6. . Ci�ole if elan ice le: GW-1; GM;2, GW-3, 5-1, S-2, S-3 MCP Data Enhancement QC Package? Yes No SamplcPick Up Qrily RIAL wnpled;attach field hotirs S. Shipped on icc C� walk order,No-, O ih _Containd T es: P-PoI ,G=Glass,/G=Amber Glass,V=Viai,st=slerlie Preservation Codes: NP=Nohe,N=HNQ,,fi=1i10;S=142SO4.SFI-Nabk,SB=NeII504,M=MeOH,T=NarS;C Z=Zi1QAC,.I=Ice Matrix Codes_GW=Giouhdwater;SW=Stlrtace Water;WW=Wastewater;bW=brinking Water;8=$oll SI=Sludge,A=Air;8=8uIk/Solld,0= page of � Appendix a 1 ' 1 1 1 1 ' 1 1 1 1 i 1 1 I 1 I 1 1 ' R.I . ANALYTI CAL page , of 5 Specialists in Environmental Services 1 CERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 Attn: Ms. Ann Mastroianni Date Reported: 5/5/11 Solid Waste Division P.O. #: 11002273 '. 45.Flint Street Work Order#: 1104-07960 Marston Mills,MA 02648 i DESCRIPTION: LANDFILL GROUNDWATER Subject sample(s)has/have been analyzed by our Warwick, R.I. laboratory with the attached results. IReference: All parameters were analyzed by 40 CFR,1.36 and U.S.EPA approved methodologies. The specific methodologies are Iisted in the methods column of the Certificate Of Analysis. '1 Data qualifiers (if present)are explained in full at the end of a given sample's analytical results. The Certificate of Analysis shall not be reproduced except in full,without written approval of R. I. Analytial. Results relate only to samples submitted to the laboratory for analysis. Test results are not blank corrected. r: Certification#: RI-033, MA-RI015, CT-PH-0508, ME-RI015 NH-253700 A &B, USDA S-41844 If you have any questions regarding this work, or if we may be of further assistance,please contact our customer service department. We certify-that the following results are true and accurate to the best of our knowledge: �kta on aker i � MIS/Data Reporting Manager ' enc: Chain of Custody 1 41 Illinois Avenue,Warwici.RI 02688 - 131 Coolidge Street,Suite 105,Hudson,MA 01749 Phone:401.737.8500 Fav 401.738,1970 Phone:978.568.0041 Fax:978.568.0078 f Page 2 of 5 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Of Barnstable Town Date Received: 4/28/11 Approved by: Work Order#: 1104-07960 P6a7Repordng Sample# 001 SAMPLE DESCRIPTION: B1AR ' SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST ' Total Metals Analyzed by ICP Arsenic <0.05 0.05 mg/l EPA 200.7 5/5/11 PJC Barium 0.082 0.005 mg/l EPA 200.7 515/11 PJC ' Iron 16.5 0.100 mgA EPA 200.7 5/5/11 PJC Lead <0.040 0.040 mg/l EPA 200.7 5/5/11 PJC Manganese 1.57 0.010 mg/l EPA 200.7 515111 PJC Sample# 002 SAMPLE DESCRIPTION: BIB ' SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/2 112 0 1 1 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST rTotal Metals Analyzed by ICP Arsenic 0.18 0.05 mg/I EPA 200.7 5/5/11 PJC Barium 0.092 0.005 mg/l EPA 200.7 515/11 PJC Iron 36.2 0.100 mg/l EPA 200.7 5/5/11 PJC Lead <0.040 0.040 mg/1 EPA 200.7 515/11 PJC Manganese 0.627 0.010 mg/1 EPA 200.7 5/5111 PJC Sample# 003 SAMPLE DESCRIPTION: B I C SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Total Metals Analyzed by ICP Arsenic <0.05 0.05 mg/l EPA 200.7 515/I1 PJC Barium 0.150 0.005 mg/l EPA 200.7 515/11 PJC Iron 33.2 0.100 mg/1 EPA 200.7 5/5111 PJC ' Lead <0.040 0.040 mg/1 EPA 200.7 5/5/11 PJC Manganese 2.20 0.010 mg/1 EPA 200.7 515/11 PJC r r Page 3 of 5 r _ R.I.Analytical Laboratories,Inc. rCERTIFICATE OF ANALYSIS f Barnstable Town O ZRRefrrtin5 Date Received: 4/28/11 Approved byWork Order#: 1104-07960 D 1 Sample# 004 SAMPLE DESCRIPTION: B2-A 1 I SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Total Metas Analyzed by ICP Arsenic <0.05 0.05 mg/l EPA 200.7 515/11 PJC Barium 0.I20 0.005 mg/1 EPA200.7 5/5/11 PJC Iron 28.8 0.100 mg/l EPA 200.7 515/11 PJC Lead <0.040 0.040 mg/l EPA 200.7 5/5/11 PJC Manganese 0.998 0.010 mg/l EPA 200.7 5/5/11 PJC 1 f Sample# 005 SAMPLE DESCRIPTION: B2B SAMPLE TYPE: GRAB SAMPLE DATEITIME: 4/21/2011 r i SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Total Metals Analyzed by ICP Arsenic 0.12 0.05 mg/l EPA 200.7 5/5/11 PJC Barium 0.042 0.005 mg/l EPA 200.7 5/5/11 PJC Iron 24.6 0.100 mg/l EPA 200.7 515/11 PJC r Lead <0.040 0.040 mg/l EPA 200.7 515/11 PJC Manganese 0.650 0.010 mg/l EPA 200.7 5/5/11 PJC 1 Sample# 006 SAMPLE DESCRIPTION: B2C SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Total Metals Analyzed by ICP Arsenic <0.05 0.05 mg/1 EPA 200.7 515/11 PJC Barium 0.046 0.005 mgll EPA 200.7 5/5/11 PJC Iron 2.78 0.100 mg/1 EPA 200.7 515111 PJC Lead <0.040 0.040 mg/l EPA 200.7 515111 PJC Manganese 0.175 0.010 mg/1 EPA 200.7 515111 PJC r r r F Page 4 of 5 R.I.Analytical Laboratories,Inc. 1 f. CERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 Approved by: Work Order#: 1104-07960 D' Reporting Sample# 007 SAMPLE DESCRIPTION: B4B SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST ' Total Metals Analyzed by ICP Arsenic <0.05 0.05 mg/l EPA 200.7 5/5/11 Pic Barium 0.020 0.005 mg/1 EPA 200.7 5/5/11 PJC Iron 7.92 0.100 mg/l EPA 200.7 5/5/11 PJC Lead <0.040 0.040 mg/1 EPA 200.7 5/5/11 PJC Manganese 1.05 0.010 mg/l EPA 200.7 5/5/11 PJC Sample# 008 SAMPLE DESCRIPTION: B4C SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Total Metals Analyzed by ICP i Arsenic <0.05 0.05 mg/l EPA 200.7 515/11 PJC Barium 0.021 0.005 mP-A EPA 200.7 515111 PJC ' Iron 1.42 0.100 mg/l EPA 200.7 515111 PJC Lead <0.040 0.040 mg/1 EPA 200.7 5/5/11 PJC Manganese 0.049 0.010 mg/l EPA 200.7 515/11 PJC ' Sample# 009 SAMPLE DESCRIPTION: C2B ' SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Total Metals Analyzed by TCP Arsenic <0.05 0.05 m2/1 EPA 200.7 5/5/11 PJC Barium 0.352 0.005 mg/1 EPA 200.7 5/5/11 PJC Iron 4.84 0.100 mg/1 EPA 200.7 5/5/11 PJC Lead <0.040 0.040 mg/l EPA 200.7 5/5/11 PJC Manganese 2.04 0.010 mg/1 EPA 200.7 515111 PJC i Page 5 of 5 l R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 Approved by: ' Work Order#: 1104-07960 Da epor ing Sample# 010 SAMPLE DESCRIPTION: C2C SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Total Metals Analyzed by ICP Arsenic <0.05 0.05 mg/I EPA 200.7 5/5/11 PIC Barium 0.209 0.005 mgll EPA 200.7 515/11 PJC Iron 0.606 0.100 mg/1 EPA200.7 5/5/11 PIC Lead <0.040 0.040 mg/1 EPA 200.7 5/5/11 PJC Manganese 0.240 0.010 mg/l EPA 200.7 5/5/11 PJC Sample# 011 SAMPLE DESCRIPTION: C2D ' SAMPLE TYPE: GRAB' SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Total Metals Analyzed by ICP Arsenic <0.05 0.05 mg/1 EPA 200.7 515/11 PJC ' Barium 0.109 0.005 mg/1 EPA 200.7 515111 PJC Iron 1.09 0.100 mg/I EPA 200.7 515111 PJC Lead <0.040 0.040 mg/I EPA 200.7 515/11 PJC Manganesc 0.337 0.010 mg/1 EPA 200.7 5/5/11 PJC r r i j 1 1 i>• r is ilr m MOM m ilk; M ice, CHAIN OF CUSTODY RECORD r� b. R Anal ticalLabol atones; InOKI c N 41 Illinois Avenue 131 Coolidge St, Bldg. 2 a o •v ro Warwick, RI 02888 Hudson, MA 01749 0 a 0 o� Cn Tel: 800-937-2580 Tel: 888-228-3334 HI � v .e° c co CL Fax: 401 738 1970 Fax. 978 568 0078 U U u Q a ate Tune: o O (a o m U IL U Collected ..Collected Z'1eld S.ampie Idedtiflcahott tql > Z U A P, C.— 1 P A/ - W ✓ F3 '� i3a-,4 t � D r_7 e e- 12-t1D Client.b tortiiation Project.lnforinattou Company Name: Stable catet`Ptik je --Gefitm�-�� ProjectNatne: CI--,V_0 CZZ �C � Address: ' P.O.Number: D �k a 3 City/Stale/Zip: Report To: A. Mastrolannl Phone: 508-790-6336 Fax: 508-790-6325 Telephone: 508-790-6336 Fax 508-790-6325 Sarnpledby: A.M. /A.B. Contact Person: Ms. Ann Mastroianni, Lab Supervisor Quote No: BAR090706 Email address: A.mastroianni@town.barnstable.ma.US RelirigtiishedBy ': Daie Tlme etvedDy. ele Time Tuiti:Around.Tlrite her C{^ .t CJG LI z !I 13 MAIL Report 5 Business days.Possible surcharge Rush (business days) `.LabUse.Qnly - Circle if applicable: GW-1, GW-2, GW-3, S-1, S-2, S-3 MCP Data Enhancement QC Package? Yes No .2 l FRIAL mple Pick Up Only L t 60 5 sampled,attach field hours 40 CFR Cert Needed i awU j 2�75� �/3CL iZ �r V. i Shipped on ice �S FLi�v r S,. /)1,¢�s i-�r�s /�, LS 1`l�t` L��2 to y� Workorder No: j`1-'a`l C)(� C Wainer Types: P=Poly,G=Glass,AG=Amber Glass,V=Vial,St=Sterile preservation Codes: NP=None,N=HNO,,H=HCI, S=H2SO4,SH=NaOH,SB=NaHSO4,M=MeOH,T=Na2S203,Z=ZnOAc,I=Ice Matrix Codes: GW=Groundwater, SW=Surface Water,WW=Wastewater,DW=Drinking Water,S=Soil,SI=Sludge,A=Alr,B=Bulk/Solid,O= Page of i ' R.1 . ANALYTICAL Page I of27 Specialists in Environmental Services tCERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 Attn: Ms. Ann Mastroianni Date Reported: 5/10/1.1 Solid Waste Division P.O. #: 1102273 '. 45 Flint Street Work Order#: 1105-08127 Marston Mills, MA 02648 DESCRIPTION: LANDFILL GROUNDWATER I Subject sample(s)has/have been analyzed by our Warwick,R_I. laboratory with the attached results. 1 Reference: All parameters were analyzed by U.S. EPA approved methodologies. The specific methodologies are listed in the methods column of the Certificate Of Analysis. Data qualifiers (if present) are explained in full at the end of a given samples analytical results. The Certificate of Analytsis shall not be reproduced except in full, without written approval of R.I. Analytical. Results relate onlyto samples submitted of the laboratory for analysis. P �' Y 1 Test results are not blank corrected. ' Certification#: RI-033, MA-RI015, CT-PH-0508, ME-RI015 NH-253700 A&B, USDA S-41844 This Certificate represents all data associated with the referenced work order and is paginated for ' completeness. The complete Certificate includes one attachment; the original Chain of Custody. If you have any questions regarding this work, or if we may be of further assistance, please contact ' our customer service department. Approved by: �`ltaron-Baker MIS/Data Reporting Manager enc: Chain of Custody 41 Illinois Avenue,Warwick,RI 02888 131 Coolidge Street,Suite 105,Hudson,MA 01749 Phone:401.737.8500 Fax:401.738.1970 Phone:978.568.0041 Fax:978.568.0078 � 1 Page 2 of 27 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 Work Order#,: 1.105-08127 LANDFILL GROUNDWATER Sample# 001 SAMPLE DESCRIPTION: B1AR SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST VOC dioxane only 1,4-Dioxane <3 3 ug/1 SW-8468260B 5/5/11 CDC Surrogates RANGE SW-8468260B 5/5/11 CDC 1,4-Dioxane-11 116 70-130% SW-8468260B 5/5/11 CDC ' Volatile Organic Compounds Benzene <l 1 ug/1 SW-846 8260B 5/5/11 RGM Bromobenzene <1 1 ug/1 SW-846 8260B 5/5/11 RGM Bromochloromethane <1 I ug/l SW-846 8260B 5/5/11 RGM Bromodichloromethane <1 1 um SW-846 8260B 5/5/11 RGM Bromoform <1 1 ug/l SW-846 8260B 515/11 RGM Bromomethane <5 5 ug/1 SW-8468260B 5/5/11 RGM n-Butylbe=ne <1 1 ugA SW-846 8260B 5/5/11 RGM Sec-butylbenzene <1 I ug/1 SW-846 8260B 5/5/11 RGM ter(-Butylbenzene <I 1 ug/1 SW-846 8260B 5/5/11 RGM Carbon Tetrachloride <1 1 ug/I SW-846 8260B 515111 RGM Chlorobenze-re <1 I ug/l SW-846 8260B 5/5111 RGM Chloroethane <5 5 ug/l SW-846 8260B 5/5/11 RGM Chloroform <1 I ug/1 SW-846 8260B 515111 RGM Chloromethane <5 5 ug/1 SW-846 8260B 5/5/11 RGM 2-Chlorotoluene <1 I ug/l SW-846 8260B 515111 RGM 4-Chlorotoluene <1 1 uJl SW-846 8260B 515/11 RGM Dibromochloromethane <1 I ug/l SW-846 8260B 515/11 RGM 1,2-Dibromo-3-Chioropropane <Z 2 ug/l SW-846 8260B 515111 RGM 1.2-Dibromoethane(EDB) <I I ugn SW-846 8260B 5/5/11 RGM Dibromomethane <2 2 ug/l SW-846 8260B 5/5/11 RGM 1.2-Dichiorobenzene <1 1 ug/1 SW-846 8260B 5/5/11 RGM 1,3-Dichlorobenzene <I 1 ug11 SW-846 8260B 5/5111 RGM 1,4-Dichlorobenzene <1 I ug/1 SW-846 8260B 515/11 RGM Dichlorodifluoromethane <5 5 ug/l SW-846 8260B 515/11 RGM 1.1-Dichloroetnane <1 1 ug/l SW-846 8260B 5/5/11 RGM 1.2-Dichloroethane <I 1 ug/l SW-846 8260B 5/5/11 RGM 1.1-Dichloroethene <1 1 ug/1 SW-846 8260B 5/5/11 RGM cis-1,2-Dichloroethene <1 i ugh SW-8468260B 5/5/11 RGM trans-l.2-Dichloroethyiene <1 1 ug/1 SW-846 8260B 5/5/11 RGM 1.2-Dichloropropane <1 1 ug/1 SW-846 8260E 5/5/11 RGM Page 3 of 27 , R.I.Analytical Laboratories, Inc. ' CERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 Work Order#: 1105-08127. LANDFILL GROUNDWATER ' Sample# 001 SAMPLE DESCRIPTION: B1AR SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 ' SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST 1,3-Dichloroprop2ne <1 I ug/1 SW-846 8260B 5/5/11 RGM 2,2-Dichloropropane <1 1 ug/1 SW-846 8260B 5/5/11 RGM 1,1-Dieliloropropene <I 1 ug/I SW-846 8260B 5/5/11 ROM Ethylbenzene <1 1 ug/I SW-846 8260B 5/5/11 RGM Herachlorobutadiene <l 1 ug/I SW-846 8260B 5/5/11 RGM ' Isopropylbenzene <1 1 ugh SW-846 8260B 515111 ROM I p-Isopropyltoluene <1 I ug/I SW-846 8260B 5/5111 RGM Methyiene Chloride <5 5 ug/1 SW-846 8260B 5/5111 RGM Naphthalene <I 1 ug/1 SW-846 8260B 515/11 RGM n-Propylbenzene <1 1 u2/1 SW-846 8260B 515111 ROM I Styrene <1 I ug/1 SW-846 8260B 5/5111 RGM 1,1,1,2-Tetmchloroethane <1 1 ug/1 SW-8468260B 515/11 RGM 1,1,2,2-Tetrachloroethane <1 1 ug/1 SW-846 8260E 515/11 ROM Tetrachloroetbene <I 1 ug/l SW-846 8260B 5/5/11 ROM Toluene <1 1 ug/1 SW-846 8260B 515/11 ROM 1,2,3-Trichlorobenzene <1 1 ug/1 SW-846 8260B 5/5/11 ROM ' 1,2,4-Trichlorobenzene <1 1 ug/1 SW-846 8260B 5/5/11 RGM 1,1,1-Trichloroethane <1 1 ug/1 SW-8468260B 5/5/11 RGM 1,1,2-Trichloroethane <1 1 ug/1 SW-8468260B 5/5/11 RGM Trichloroethene <1 1 ug/1 SW-846 8260B 515/11 RGM Trichlorofluoromethane <1 I ug/1 SW-846 8260B 515/11 RGM 1,2,3-Triehloropropane <I 1 ug/1 SW-846 8260B 515/11 ROM 1,2,4-Trimethylben7ene <1 1 ug/I SW-846 8260B 5/5/11 ROM ' 13.5-Trimethylbenzene <1 1 ug/I SW-846 8260B 5/5/I1 RGM Vinyl Chloride <1 1 ug/1 SW-846 8260B 515111 RGM o-Xylene <I 1 ug/1 SW-846 8260B 5/5/11 ROM ' m,p-Xylene <1 1 ug/1 SW-846 8260B 5/5/11 RGM Total Xylene <1 I ug/I SW-846 8260B 515/11 RGM Methyl Tertiary Butyl Ether(MTBE) <2 2 ug/I SW-846 8260B 515111 ROM Acetone <10 10 ug/1 SW-846 8260B 515/11 ROM Surrogates RANGE SW-846 8260B 515/11 RGM Dibromofluoromethane 103 86-118% SW-846 8260B 515/11 RGM Toluene-d8 104 88-110% SW-846 8260B 5/5/11 RGM 4-Bromofluorobenzene 100 86-115% SW-846 8260B 5/5/11 ROM 1,2 Dichlorcethane d4 98 80-120% SW-846 8260B 5/5/11 RGM 1 - i Page 4 of 27 F R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 Work Order#: 1105-08127 LANDFILL GROUNDWATER Sample# 002 SAMPLE DESCRIPTION: BIB SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 ' SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST VOC dioxane only 1,4-Dioxane <3 3 ug/1 SW-846 8260B 5/5/11 CDC Surrogates RANGE SW-846 8260B 5/5/13 CDC 1,4-Dioxane-d8 78 70-130% SW-846 8260B 5/5/I1 CDC f Volatile Organic Compounds Benzene <1 1 ug/l SW-846 8260E 515/I1 RGM Bromobenzene <1 1 ugA SW-846 8260B 515/11 RGM Bromochloromethane <1 1 ugA SW-846 8260B 515/11 RGM Bromodichloromethane <1 I ug/1 SW-846 8260B 515/11 RGM Bromoform <l 1 ug/1 SW-846 8260B 5/5/11 RGM ' Bromomethane <5 5 ug/l SW-846 8260B 5/5/11 RGM n-Butylbenzene <1 I ug/l SW-846 8260B 5/5/11 RGM i Sec-butylbenzene <1 1 u9/1 SW-846 8260B 515/11 RGM tent-Butylbenzene <1 1 ug/1 SW-846 8260B 51511I RGM ' Carbon Tetrachloride <1 1 ugA SW-846 8260B 5/5/11 RGM Chlorobenzene <1 I ugA SW-846 8260B 515/11 RGM Chloroethane <5 5 ugA SW-846 8260B 5/5111 RGM Chloroform <1 1 ug/l SW-846 8260B 515/11 RGM Chloromethane <5 5 uJl SW-846 8260B 5/5/1I RGM 2-Chlorotoluene <1 I ugA SW-846 8260B 5/5/11 RGM 4-Chlorotoluene <1 1 ugA SW-846 8260B 5/5/11 RGM Dibromochloromethane <1 1 ug/1 SW-846 8260B 5/5/11 RGM 1,2-Dibromo-3-Chloropropane <2 2 ug/l SW-846 8260B 515/11 RGM 1,2-Dibromoethane(EDB) <1 I ug/l SW-846 8260B 515/11 RGM ' Dibromomethane <2 2 ug/l SW-846 8260B 5/5/11 RGM 1.2-Dichlorobenzene <1 I ug/l SW-846 8260B 5/5/11 RGM i 1,3-Dichiorobenzene <1 1 ug/1 SW-846 8260B 5/5111 RGM 1,4-Dichlorobenzene <1 I ug/I SW-846 8260B 515111 RGM Dichlorodifluoromethane <5 5 ug/l SW-846 8260B 5/5/11 RGM 1,1-Dichloroethane <1 t ugA SW-846 8260B 5/5/I1 RGM 1,2-Dichloroethane <l 1 ug/1 SW-846 8260B 515/1) RGM ' 1,1-Dichloroethene <1 1 ug/l SW-8468260B 5/5/11 RGM cis-I,2-Dichloroethene <l 1 ugA SW-846 8260B 5/5/11 RGM trans-1,2-Dichloroethvlene <1 1 ug/1 SW-846 8260B 515111 RGM ' 1,2-Dichioropropane <I 1 ug/l SW-846 8260B 515/11 RGM Page 5 of 27 I R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS '. Town Of Barnstable Date Received: 4/28/11 Work Order#: 1105-08127 LANDFILL GROUNDWATER Sample# 002 SAMPLE DESCRIPTION: BIB SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE �. PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST 1,3-Dichloropropane <1 I ugA SW-846 8260B 5/5/11 RGM 2,2-Dichloropropane <I 1 ug/1 SW-846 8260B 515111 RGM 1,1-Dichloropropene <1 1 ug/1 SW-846 8260B 5/5/11 RGM Ethylbenzene <I I ugA SW-846 8260B 515111 RGM Hexachlorobutadiene <1 1 ugll SW-846 8260B 5/5/11 RGM Lsopropylbenzene <1 I ugA SW-846 8260B 5/5/11 RGM t. p-Isopropyltoluene <I I ug/I SW-846 8260B 5/5111 RGM Methylene Chloride <5 5 ugA SW-846 8260B 5/5/11 RGM Naphthalene <1 I ug/I SW-8468260B 5/5/11 RGM ' n-Propylbenzene <1 1 ugA SW-846 8260B 5/5/I1 RGM Styrene <I 1 ugA SW-846 8260B 5/5/11 RGM oe e 1.112-Tetrachlor than I ] u I g/ SW 4 8 6 8260E 5/5/11 RGM 1,1.7.,2-Tetrachloroethane <1 I ug/1 SW-846 8260B 5/5/11 RGM Tetrachloroethene <1 I ug/1 SW-846 8260B 515/11 RGM Toluene <1 I ugA SW-846 8260B 5/5/11 RGM 1,2,3-Trichlorobenzene <1 1 ug/I SW-846 8260B 5/5/11 RGM 1,2,4-Trichlorobenzene <1 1 ug/1 SW-846 8260B 5/5/11 RGM 1,1,1-Trichloroethane <I I ugA SW-846 8260E 515111 RGM 1,1,2-Trichloroethane <I 1 ug/1 SW-846 8260B 5/5/11 RGM Trichloroethene <I I ug/1 SW-846 8260B 5/5/11 RGM Trichlorofluoromethane <l 1 ugA SW-846 8260B 515/11 RGM 1,2,3-Trichloropropane <1 I ug/1 SW-846 8260B 515111 RGM 1,2.4-Trimethylbenzene <l I ue SW-846 8260B 515111 RGM '+ 1,3,5-Trimethylbenzene <t 1 ug/l SW-846 8260B 5/5/11 RGM Vinyl Chloride <I 1 ug/1 SW-846 8260B 5/5/11 RGM o-Xylene <1 I ugA SW-846 8260B 5/5/11 RGM m,p-Xylene <I I ug/1 SW-846 8260B 5/5/11 RGM Total Xylene <I I ugh SW-846 8260B 515111 RGM Methyl Tertiary Butyl Ether(MTBE) <2 2 ugh SW-846 8260B 5/5/11 RGM Acetone <10 10 ug/1 SW-846 8260B 5/5/11 RGM ' Surrogates RANGE SW-846 8260B 5/5111 RGM Dibromofluoromethane 103 86-118% SW-846 8260B 5/5111 RGM Toluene-d8 103 88-I10% SW-846 8260B 5/5/11 RGM 4-Bromofluorobenzene 101 86-115% SW-846 8260B 515111 RGM ', 1,2 Diehloroethane-d4 97 80-120% SW-846 9260B 515111 RGM ' Page 6 of 27 R.I.Analytical Laboratories,Inc. ' CERTIFICATE OF ANALYSIS ' Town Of Barnstable Date Received: 4/28/11 Work Order#: 1105-08127 ' LANDFILL GROUNDWATER ' Sample# 003 SAMPLE DESCRIPTION: B 1 C SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST VOC dioxane only ' 1,4-Dioxane <3 3. ugA SW-846 8260B 5/5/11 CDC Surrogates RANGE SW-846 8260B 515/11 CDC 1,4-Dioxane-d8 72 70-130% SW-846 8260B 5/5/11 CDC is ' Volatile Organic Compounds Benzene <1 1 ugA SW-846 8260B 5/6111 RGM Bromobenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM '1 Bromochloromethane <1 I UO SW-846 8260B 516/11 RGM Bromodichloromethane <1 I ug/1 SW-846 8260B 516111 RGM Bromoform <I 1 ug/1 SW-846 8260B 5/6111 RGM Bromomethane <5 5 ug/1 SW-846 8260B 5/6/11 RGM n-Butylbenzene <1 1 ugA SW-846 8260B 5/6/11 RGM Sec-butylbenzene <1 1 ugA SW-846 8260B 5/6111 RGM tert-Butylbenzene <l 1 ug/1 SW-846 8260B 5/6/11 RGM Carbon Tetrachioride <1 I ug/1 SW-846 8260B 5/6/11 RGM Chlorobenzene <I I ug/1 SW-846 8260B 5/6/11 RGM Chloroethane <5 5 ug/I SW-846 8260B 5/6l1 1 RGM Chloroform <1 1 ugA SW-846 8260B 5/6/11 RGM Chloromethane <5 5 ugA SW-846 8260B 516111 RGM 2-Chiorotoluene <1 1 ug/1 SW-846 8260B 5/6111 RGM 4-Chlorotoluene <1 I ug/I SW-846 8260B 5/6/11 RGM Dibromochloromethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dibromo-3-Chloropropane <2 2 ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dibromoethane(EDB) <1 1 ugA SW-846 8260B 5/6/I1 RGM Dibromomethane <2 2 ugA SW-846 8260B 5/6111 RGM 1,2-Dichlorobenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,3-Dichlorobenzene <I 1 ugA SW-846 8260B 5/6/11 RGM 1.,4-Dichlorobenzene <I 1 ug/1 SW-846 8260B 5/6/11 RGM Dichlorodifiuoromethane <5 5 ug/1 SW-846 8260B 5/6111 RGM 1,1-Dichloroethane <I 1 ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dichloroethane <1 1 ug/1 SW-846 8260B 5/6/I1 RGM 1.1-Dichioroethene <1 1 ugA SW-846 8260B 5/6/11 RGM 'f cis-1.2-Dichloroethene <1 I ugA SW-846 8260B 5/6/11 RGM trans-1,2-Dichloroethylene <1 1 ugh SW-846 8260B 5/6/11 RGM 1,2-Dichloropropane <1 I ugA SW-846 8260B 5/6/11 RGM I Page 7 of 27 `s R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS . Town Of Barnstable Date Received: 4/28/11 Work Order#: 1105-08127 LANDFILL GROUNDWATER ' Sample# 003 SAMPLE DESCRIPTION: B 1 C SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST 13-Dichloropropane <I I ugA SW-846 8260B 5/6/11 RGM ' 2,2-Dichloropropane <I I ugA SW-846 8260B 5/6/11 RGM 1,1-Dichloropropee <I 1 ugA SW-846 8260B 5/6/I1 RGM Ethylbenzene <l 1 ugA SW-846 8260B 5/6/11 RGM llexachlorobutadiene <1 1 ugA SW-846 8260B 5/6/11 RGM lsopropylbenzene <1 1 ugASW-846 8260B 5/6/11 RGM p Lsopropyltoluene <1 I ug/l SW-846 8260B 5/6/11 RGM Methvlene Chloride <5 5 ug/1 SW-846 8260B 5/6/11 RGM ' Naphthalene <1 1 ug/1 SW-846 8260B 5/6111 RGM n•Propylbenzene <1 1 ug/I SW-8468260B 5/6/11 RGM Styrene <1 l ug/I SW-846 8260B 5/6/11 RGM 1,1,1,2-Tetrachloroethane <1 I ugA SW-846 8260B 516/11 RGM ' 1,1,2,2-Tetacbloroethane <1 I ug/1 SW-846 8260B 5/6/11 RGM Tetrachloroethene <1 I ug/1 SW-846 8260B 5/6/11 RGM Toluene <I 1 ug11 SW-846 8260E 5/6/11 RGM 1,Z3-Trichlorobenzene <1. 1 ug/1 SW-846 8260B 5/6/11_ RGM 1,2,4-Trichlorobenzene <1 1 ug/1 SW-846 8260B 5/6/I1 RGM 1.1,1-Trichloroethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,1,2-Trichloroethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM Trichloroethene <1 l UO SW-846 8260B 5/6/11 RGM Trichlorofluoromethane <1 1 ug/1 SW-846 9260B 5/6/11 RGM 1,2,3-Trichloropropane <1 1 ugA . SW-846 8260B 5/6/11 RGM 1,2,4-Trimethylbenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,3,5-Trimethylbenzene <1 I ugA SW-846 8260B 5/6/11 RGM Vinyl Chloride <1 I ugA SW-846 8260B 5/6/11 RGM o-Xylene <I 1 ug/I SW-846 8260B 5/6/11 RGM m,p-Xylene <1 1 ug/1 SW-846 8260B 5/6/11 RGM Total Xylene <1 I ugA SW-846 8260B 5/6/I1 RGM Methyl Tertiary Butyl Ether(MTBE) <2 2 ug/I SW-846 8260B 5/6/11 RGM Acetone <10 10 ug/1 SW-846 8260B 5/6/11 RGM Surrogates RANGF SW-846 8260B 5/6/11 RGM Dibromofluoromethane 104 86-118% SW-846 8260B 5/6/11 RGM Toluene-d8 104 88-110% SW-846 8260B 5/6/11 RGM 4-Bromofluorobenzene 101 86-115% SW-846 8260B 5/6/11 RGM 1,2 Dichloroethane-d4 99 80-120% SW-846 8260B 5/6/11 RGM I' i, Page 8 of 27 i R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Town Of Bamstable Date Received: 4/28/11 Work Order#: 1105-08127 LANDFILL GROUNDWATER ' Sample 4 004 SAMPLE DESCRIPTION: B2-A SAMPLE TYPE: GRAB SAMPLE DATEITIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST VOC doxane only 1,4-Dioxane <3 3 ug/1 SW-846 8260B 5/5/11 CDC Surrogates RANGE SW-846 8260B 515/11 CDC 1A Dioxane d8 102 70-130% SW-846 8260B 5/5/11 CDC ' Volatile Organic Compounds Benzene <1 1 ug/l SW-846 826013 5/6111 RGM ' Bromobenzene <1 I vg/1 SW-846 8260B 5/6/I1 RGM Bromochloromethane <1 1 ug/1 SW-846 8260B 516/11 RGM Bromodichloromethane <1 1 ug/I SW-846 8260B 5/6/11 RGM Bromoform <1 I ug/I SW-846 8260B 5/6/11 RGM Bromomethane <5 5 ug/1 SW-846 8260B 5/6/11 RGM n-Butylbenzene <1 1 ug/l SW-846 8260B 5/6/11 RGM Sec-butylbenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM. tert-Butylbenzene <1 1 ug/I SW-846 8260B 5/6/I1 RGM Carbon Tetrachloride <1 1 ug/1 SW-846 8260E 5/6/I1 RGM i Chlorobenzene 1 1 ug/1 SW-846 8260B 516/11 RGM Chloroethane: <5 5 ug/I SW-846 8260B. 5/6/11 RGM Chloroform <1 I ug/1 SW-846 8260B 5/6/11 RGM Chlorometha-re <5 5 up/1 SW-846 8260B 5/6/11 RGM 2-Chlorotoluene <1 1 ug/l SW-846 8260B 5/6/II RGM ' 4-Chlorotoluene <I 1 ug/I SW-846 8260B 5/6/11 RGM Dibromochloromethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dibromo-3-Chloropropane <2 2 ug/1 SW-846 8260E 5/6/11 RGM 1,2-Dibromoethane(EDB) <1 I ug/1 SW-846 8260B 516/11 RGM ' Dibromomethane <2 2 UeA SW-846 8260B 5/6/I1 RGM 1,2-Dichlorobenzene <l I ug/1 SW-846 8260B 5/6/1I RGM 1,3-Dichlorobenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,4-Dichlorobenzene 1 I ug/1 SW-846 8260B 5/5/11 RGM Dichlorodifluoromethane <5 5 ug/1 SW-846 8260B 516/11 RGM 1.,1-Dichloroethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dichloroethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,1-Dichloroethene <1 I ugA SW-846 8260B 5/6/11 RGM cis-1,2-Dichloroethene <1 1 ue/I SW-846 8260B 5/6/11 RGM trans-1,2-Dichloroethylene <I 1 uell SW-846 8260B 5/6/11 RGM 1,2-Dichloropropane <1 I ug/1 SW-846 8260B 5/6/I1 RGM Page 9 of 27 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 Work Order#: 1105-08127 LANDFILL GROUNDWATER ' Sample# 004 SAMPLE DESCRIPTION: B2-A SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST 1,3-Dichloropropane <1 1 ugA SW-846 8260B 5/6/11 RGM 2,2-Dichloropropane <1 1 ug/l SW-846 8260B 5/6/11 RGM i,l-Dichloropropene <1 i ugA SW-846 8260B 5/6/11 RGM Ethylbenzene <I 1 ugA SW-846 8260B 5/6/11 ROM Hexachiorobutadiene <1 1 ugA SW-846 8260B 5/6/11 RGM ' lsopropylberzene <1 1 ugA SW-846 8260B 5/6/11 RGM p-isopropyltoluene <I 1 ug/1 SW-846 8260B 5/6/11 RGM Methylene Chloride <5 5 ug/l SW-846 8260B 516/11 RGM Naphthalene <1 1 ug/l SW-846 8260B 5/6/.11 RGM n-Propylbenzene <I I ugt1 SW-846 8260B 5/6/11 RGM Styrene <1 1 ug/l SW-846 8260B 5/6/11 RGM 1,1,1,2-Tenwhloroethane <I 1 ug/1 SW-846 8260B 5/6/11 RGM 1,1,2,2-Tetrachloroethane <1 1 ugA SW-8468260B 5/6/11 RGM Tetrachloroethene <1 1 ug/l SW 846 8260B 5/6/11 RGM Toluene <1 1 ugA SW-846 8260B 5/6/11 RGM 1,2,3-Trichlorobenzene <1 l ug/l SW-846 8260B 5/6/11 RGM 1,2,4 Trichlorobenzene <1 l ug/l SW-846 9260B 5/6/I l RGM 1,1,1-Trichioroethane <1 1 ugA SW-8468260B 5/6/11 RGM 1,1,2-Trichioroethane <1 I ugA SW-846 8260B 5/6/I1 RGM ' Trichloroethene <l I ug/l SW-846 9260B 5/6/11 RGM Trichlorofluoromethane <1 I ugA SW-846 8260B 5/6/11 RGM 1,2,3-Trichioropropane <l 1 ug/l SW-846 8260B 5/6111 ROM 1,2,4-Trimethylbenzene <1 I ugA SW-846 8260B 5/6/11 ROM 1,3,5-Trimethylbenzene <1 I ugA SW-846 8260B 5/6111 RGM Vinyl Chloride <I 1 ug/l SW-846 8260B 5/6/11 RGM 0-Xylene <I 1 ug/l SW-846 8260B 5/6111 RGM ' m,p-Xylene <1 1 ugA SW-846 8260B 5/6/11 RGM Total Xylene <1 I ug/1 SW-846 8260B 5/6/11 RGM Methyl Tertiary Butyl Ether(MTBE) <2 2 ugA SW-846 8260B 5/6/11 RGM Acetone <10 10 ug/l SW-846 8260B 5/6/11 RGM Surrogates RANGE SW-846 8260B 5/6/11 RGM DibrOmOfluoromethane 105 86-118% SW-846 8260B 5/6/11 RGM Toluene-d8 105 88-110% SW-846 8260B 5/6/11 RGM ' 4-Bromofluorobenzene 101 86-115% SW-846 8260B 5/6/11 RGM 1,2 Dichloroethane-d4 96 80-120% SW-846 9260B 5/6/11 RGM Page 10 of 27 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYS IS Town Of Barnstable Date Received: 4/28/11 ' Work Order#: 1105-08127 LANDFILL GROUNDWATER Sample# 005 SAMPLE DESCRIPTION: B2-B SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST ' VOC dioxane only 1,4-Dioxane <3 3 ug/l SW-846 8260B 5/5/11 CDC Surrogates RANGE SW-846 8260B 5/5/11 CDC 1,4-Dioxanc-d8 93 70-130% SW-846 8260B 5/5/11 CDC Volatile Organic Compounds Benzene <1 1 ug/I SW-846 8260B 5/6/11 RGM Bromobenzene <1 1 ug/I SW-846 8260B 5/6/11 RGM Bromochloromethane <1 I ug/l SW-846 8260B 5/6/11 RGM Bromodichloromethane <1 I ug/l SW-846 8260B 5/6/11 RGM Bromoform <1 1 ug/l SW-846 8260B 5/6/11 RGM Bromomethane <5 5 ug/1 SW-846 8260B 5/6/11 RGM n-Butylbenzene <1 I ug/l SW-846 9260B 5/6/11 RGM Sec-butylbenzene <] 1 ug/l SW-846 8260B 5/6/11 RGM tert-Butylbenzene <1 1 ug/l SW-846 8260B 5/6111 RGM Carbon Tetrachloride <1 I ue/I SW-846 8260B 5/6/11 RGM Chlorobenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM Chloroethane <5 5 ug/l SW-846 8260B 5/6/11 RGM ' Chloroform <1 1 ug/1 SW-846 8260B 5/6/11 RGM Chloromethane <5 5 ug/1 SW-846 8260B 5/6/11 RGM 2-Chlorotoluene <I I ug/l SW-846 8260B 5/6/11 RGM 4-Chlorotoiuene <1 I ug/1 SW-846 8260B 5/6/11 RGM Dibromochloromethane <1 I ugll SW-846 8260B 5/6/11 RGM 1,2-Dibromo-3-Chloropropane <2 2 ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dibromoethane(EDB) <1 1 ug/l SW-846 8260B 5/6/11 RGM Dibromomethane <2 2 ug/l SW-846 8260E 5/6/11 RGM 1.2-Dichlorobenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,3-Dichlorobenzene <I 1 ug/l SW-846 8260B 5/6/11 RGM 1,4-Dichlorobenzene <] 1 ug/I SW-846 8260B 5/6/11 RGM Dichlorodifluoromethane <5 5 ug/l SW-846 8260B 5/6/11 RGM 1,1-Dichloroethane <1 1 ug/1 SW-846 8260E 5/6/I1 RGM 1,2-Dichloroethane <1 1 ugA SW-846 8260B 5/6/11 RGM 1,1-Dichloroethene <I I u��/I SW-846 8260B 5/6/11 RGM cis-12 Dichloroethene <1 1 ug/I SW-846 8260B 5/6/11 RGM vans-1,2-Dichloroethylene <1 l ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dichloropropane <I I ug/l SW-846 8260B 5/6/11 RGM Page 11 of 27 I R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS 1 Town Of Barnstable Date Received: 4/28/11 i Work Order#: 1105-08127 LANDFILL GROUNDWATER Sample# 005 SAMPLE DESCRIPTION: 132-B SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST 1,3-Dichloropropane <I 1 ug/l SW-846 8260B 5/6/11 RGM, ' 2,2-Dichloropropane <1 1 ugA SW-846 8260B 5/6/11 RGM I,1-Dichloropropene <1 1 ugA SW-846 8260B 5/6/11 RGM Ethylbenzene <1 1 ugA SW-846 8260B 5/6/11 RGM Hexachlorobutadiene <1 I ugA SW-846 8260B 5/6/11 RGM Isopropylbenzene <1 1 ug/l SW-846 8260B 5/6/11 RGM ! p-Isopropyltoluene <1 I ugA SW446 8260B 5/6/11 RGM Methylene Chloride <5 5 ug/1 SW-846 8260B 5/6/11 RGM ! Naphthalene <I I ugA SW-846 8260B 5/6/11 RGM n-Propylbenzene <1 1 ug/1 SW-846 8260D 5/6/11 RGM Styrene <1 I ug/1 SW-846 8260B 5/6/11 RGM 1,1,1,2-Tetrachloroethane <I I ugA SW-846 8260B 516/11 RGM 1,1,2,2-Tetrachloroethane <1 1 ugA SW-846 8260B. 5/6/11 RGM Tetrachloroethene <I I ug/1 SW-846 8260B 5/6/11 RGM Toluene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1.2,3-Trichlorobenzene <1 1 ue/1 SW-846 8260B 5/6/11 RGM 1 2,4-Trichlorobenzene <1 I ug/l SW-846 8260B 5/6/11 RGM 1,1,1-Trichloroethane <1 1 ugh SW-846 8260B 5/6/11 RGM 1,1,2-Trichloroethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM Triehloroethene <1. 1 ug/1 SW-846 8260B 5/6/11 RGM Trichlorofluoromethane <1 1 ugA SW-846 8260B 5/6/11 RGM 1,2,3-Trichloropropane <1 I ug/l SW-846 8260B 5/6/11 RGM 1,2,4-Trimethylbenzene <1 I ug/1 SW-846 8260B 5/6/11 RGM 1,3,5-Trimethylbenzene <1 1 ugA SW-846 8260B 5/6/11 RGM Vinyl Chloride <I 1 ugll SW-846 8260B 5/6/11 RGM - o-Xylene <1 1 ugh SW-846 8260B 5/6111 RGM m,p-Xylene <I 1 ugA SW-846 8260B 5/6/11 RGM Total Xylene <1 1 ug/l SW-846 8260B 5/6/11 RGM Methyl Tertiary Butyl Ether(MTBE) <2 2 ugh SW-846 8260B 5/6/11 RGM Acetone <10 10 ug/1 SW-846 8260B 5/6/11 RGM Surrogates RANGE SW-846 9260B 5/6/11 RGM Dibromofluoromethane 103 86-118% SW-846 8260B 516/11 RGM Toluene-d8 103 88-110% SW-846 8260B 5/6/11 RGM ' 4-Bromofluorobenzene 101 86-115% SW-846 8260B 5/6/11 RGM 1,2 Dichlorcethane-d4 95 80-120% SW-846 8260E 5/6/11 RGM 1 Page 12 of 27 f F R.I.Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 Work Order#: 1105-08127 LANDFILL GROUNDWATER ' SAMPLE DESCRIPTION: B2-C SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 ' SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST VOC dioxane only 1,4-Dioxane <3 3 ugA SW-846 8260B 5/5/11 CDC Surrogates RANGE SW-846 8260B 515/I1 CDC 1,4-Dioxane-d8 80 70-130% SW-846 8260B 5/5/11 CDC Volatile Organic Compounds Benzen-. <1 1 ugA SW-846 8260B 5/6/I1 RGM Bromobenzene <1 1 ugA SW-846 8260B 5/6/11 RGM Bromochloromethane <1 1 ugA SW-846 8260B 516/11 RGM Bromodichloromethane <1 1 ugA SW-846 8260B 5/6/11 RGM Bromoform <1 1 ugA SW-846 8260B 5/6/11 RGM ' Bromomethane <5 5 ug/l SW-846 8260B 5/6/11 RGM n-Butylbenzene <I I ug/l SW-846 8260B 5/6/11 RGM Sec-butylbenzene <1 1 ugA SW-846 8260B 5/6/11 RGM tert-Butylbenzene <1 I ug/l SW-846 8260B 5/6/11 RGM Carbon Tetrachloride <1 1 ugA SW-846 8260B 5/6/11 RGM Chlorobenzene <1 1 ugA SW-846 8260B 5/6/11 RGM Chloroethane <5 5 ug/l SW-846 8260B 5/6111 RGM Chloroform <1 I ug/l SW-846 8260B 5/6/11 RGM Chloromethane <5 5 ug/l SW-846 8260B 5/6/11 RGM 2-Chlorotoluene <1 1 ugA SW-846 8260B 5/6/11 RGM 4-Chlorotoluene <1 1 ug/1 SW-846 8260B 5/6/11 RGM Dibromochloromethane <1 I ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dibromo-3-Chloropropane <2 2 ug/1 SW-846 8260B 5/6/I1 RGM 1,2-Dibromoethane(EDB) <1 1 ug/1 SW-846 8260B 5/6/I1 RGM Dibromomethane <2 2 ugA SW-846 8260B 5/6/I1 RGM ' 1,2-Dichiorobenzene <1 1 ug/l SW-846 8260B 5/6/1.1 RGM 1,3-Dichlorobenzene <I 1 ug/1 SW-846 8260B 5/6/11 RGM 1.4-Dichlorobenzene <1 I ugA SW-846 8260B 5/6/11 RGM Dichlorodiflueromethane <5 5 ugA SW-846 8260B 5/6/11 RGM 1.1-Dichioroethane <1 1 ug/1 SW-846 8260E 5/6/11 RGM 1,2-Dichloroethane <1 i ug/1 SW-846 8260B 5/6/11. RGM 1.1-Dichloroetihene <1 I ug/1 SW-846 8260B 5/6111 RGM cis-1,2-Dichloroethene <1 1 ug/1 SW-846 8260B 516111 RGM trans-1.2-Di chi oroethylene <1 1 ugA SW-846 8260B 5/6/11 RGM 1,2-Dichioropropane <1 1 ug/1 SW-846 8260B 5/6/11 RGM ' Page 13 of 27 r R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS ' Town Of Barnstable Date Received: 4/28/11 ' Work Order#: 1105-08127 LANDFILL GROUNDWATER 1 Sample# 006 SAMPLE DESCRIPTION: B2-C SAMPLE TYPE: GRAB SAMPLE DATEITIME: 4/21/2011 ' SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST 1,3-Dichloropropane <1 I ugA SW-846 8260E 5/6/11 RGM ' 2,2-Dichloropropane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,1-Dichlorepropene <I l ug/l SW-846 8260B 5/6/11 RGM Etbvlbenzene <1 I ug/l SW-846 8260B 5/6/11 RGM Hexachlorobutadicne <1 1 ugA SW-846 8260E 5/6/11 RGM f Isopropylbenzene <1 1 ug/l SW-946 8260B 5/6/11 RGM p-Isopropyltoluene <t ] ug/l SW-846 8260B 5/6/I1 RGM � Methvlene Chloride <5 5 ugA SW-846 8260B 5/6/11 RGM Naphthalene <1 I ugA SW-846 8260B 5/6111 RCM n-Propylbenzene <I 1 tirA SW-846 8260B 516/11 RGM Styrene <1 1 ug/l SW-846 8260B 5/6/11 RGM 1,1,1,2-Tenwhloroethane <1 I ugA SW-846 8260B 5/6/11 RGM 1,1.2,2-Tetrachloroethane <I 1 ug/l SW-8469260B 5/6/11 RGM Tetrachloroethene <I 1 ug/1 SW-846 8260B 5/6/11 RGM Toluene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,2,3-Trichlorobenzene <1 1 ug/l SW-846 8260B 5/6/11 RGM F ' 1 2,4-Trichlorobenzene <1 1 ug/l SW-846 8260B 516/11 RGM i 1,1,1-Trichloroethane <1 I ug/] SW-846 8260B 5/6/11 RGM 1,1,2-Trichloroethane <1 1 ug/l SW-9468260B 5/6/11 RGM. ' Trichloroethene <I I ug/l SW-846 9260B 5/6/11 RGM Trichlorofluoromethane <1 I ugA SW-846 8260B 5/6/11 RGM 1,2,3-Trichloropropane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,2,4-Trimethylbenzene <I I ugA SW-846 8260B 5/6/11 RGM 1,3,5-Trimethylbenzene <1 1 ug/l SW-846 8260B 5/6/11 RGM Vinyl Chloride <1 1. ugA SW-846 8260B 5/6/11 RGM o-Xylene <I I ug/l SW-846 8260B 5/6/11 RGM m,p-Xylene <l I ug/1 SW-846 8260B 5/6/11 RGM Total Xylene <1 I ug/1 SW-846 8260E 5/6111 RGM Methyl Tertiary Butyl Ether(MTBE) <2 2 ug11 SW-846 8260B 5/6/11 RGM Acetone <10 10 ugh SW-846 8260B 516111 RGM Surrogates RANGE SW-846 8260B 5/6/11 RGM Dibromofluoromethane 103 86-118% SW-846 8260B 516/11 RGM Toluene-d8 103 88-110% SW-846 8260B 5/6/11 RGM t 4-Bromofluorobenzene 101 86-115% SW-846 8260B 5/6/11 RGM 1.2 Dichloroet:�tane-d4 97 80-120% SW-846 8260B 516/11 RGM r tPage 14 of 27 R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS ' Town Of Barnstable _ Date Received: 4/28/11 ' Work Order#: 1105-08127 LANDFILL GROUNDWATER ' Sample# 007 SAMPLE DESCRIPTION: B4B SAMPLE TYPE: GRAB SAMPLE DATE/TEVIE: 4/21/2011 ' SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST VOC doxane only ' 1,4-Dioxane <3 3 ug/l SW-846 8260B 5/5/11 CDC Surrogates RANGE SW-846 8260B 515/11 CDC 1,4-Dioxane-d8 83 70-130% SW-846 8260B 5/5/11 CDC Volatile Organic Compounds Benzene <1 I ug/1 SW-846 8260B 5/6/11 RGM Bromobenzene <l I ugA SW-846 8260B 516/I1 RGM Bromochloromethane <1 I ugA SW-846 8260B 5/6/11 , RGM Bromodichloromethane <1 1 ug/l SW-846 8260B 5/6/11 RGM Bromoform <1 1 119/1 SW-846 8260B 5/6/11 RGM Bromomethane <5 5 ugA SW-846 8260B 5/6/11 RGM n-Butylbenzene <1 1 ugA SW-846 8260B 5/6/11 RGM Sec-butylbermene <1 1 ugA SW-846 8260B 5/6/11 RGM tert-Butylbenzene <1 I ugA SW-846 8260B 5/6/I l RGM ' Carbon Tetrachloride <I I ugA SW-846 8260B 5/6/11 RGM Chlorobenzene <1 1 ugh SW-846 8260B 5/6/11 RGM Chloroethane <5 5 ugA SW-846 8260B 5/6/11 RGM Chloroform <1 I ugA SW-846 8260B 5/6/11 RGM Chloromethane <5 5 ug/l SW-846 8260B 5/6/11 RGM 2-Chlorotoluene <1 I ug/l SW-846 8260B 5/6/11 RGM 4-Chlorotoluene <1 I ugA SW-846 8260B 5/6/11 RGM Dibromochloromethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dibromo-3-Chloropropane <2 2 ugA SW-846 8260B 5/6/11 RGM 1,2-Dibromoethane(EDB) <1 1 ugA SW-846 8260B 5/6/11 RGM ' Dibromomethane <2 2 ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dichlorobenzene <1 I ug/1 SW-846 8260B 5/6/11 RGM 1.3-Dichlorobenzene <1 1 ug/l SW-846 8260B 5/6/11 RGM t 1,4-Dichlorobenzene <1 I ugA SW-846 8260B 5/6/11 RGM Dichlorodifluoromethane <5 5 ug/1 SW-846 8260B 5/6/11 RGM 1,1-Dichloroethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1.2-Dichloroethane <l 1 ug/1 SW-846 8260B 5/6/11 RGM ' IJ-Dichlorocthene <I 1 ug/1 SW-846 8260E 5/6/11 RGM cis-1.2-Dichloroethene <1 I ug/1 SW-846 8260E 5/6/11 RGM vans-1.2-Dichloroethylene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dichloropropane <1 1 ug/1 SW-846 8260B 5/6/I1 RGM Y t Page 15 of 27 p R.I.Analytical Laboratories,Inc. ' CERTIFICATE OF ANALYSIS Towrl Of Barnstable Date Received: 4i28/11 Work Order#: 1105-08127 LANDFILL GROUNDWATER ' Sample# 007 SAMPLE DESCRIPTION: B4B SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 ' SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST 1,3-Dichloropropane <1 I ug/1 SW-846 8260B 5/6/11 ROM ' 2,2-Dichloropropane <1 I ugA SW-846 8260B 5/6/11 ROM 1,1-Dichloropropene <l 1 ug/1 SW-846 8260B 5/6/11 ROM Ethylbenzene <1 I ug/l SW-846 8260B 5/6/11 ROM Hexachlorobtnadiene <1 1 ug/1 SW-846 8260B 5/6/11 ROM ' Isopropylbenzene <1 1 ugA SW-846 8260B 5/6/11 ROM p-lsopropyltoluene <1 I ugA SW-846 8260B 5/6/11 ROM Methylene Chloride <5 5 ug/1 SW-846 8260B 5/6/11 ROM ' Naphthalene <1 l ug/l SW-846 8260B 516/11 ROM n-Propylbcnzenc 71 1 ttgA SW-846 8260B 5/6/11 RGM, Styrene <1 I ug/I SW-846 8260B 5/6/11 ROM 1,1,1,2-Tetrachloroethane <1 I ug/l SW-9468260B 5/6111 ROM 1,1,2,2-Tetrachloroethane <1 1 ugA SW-8468260B 5/6/11 ROM Tetrachloroethene <1 1 ug/l SW-846 8260B 5/6/11 ROM Toluene <1 I ue SW-846 8260B 5/6/11 ROM ' 1,2,3-Trichlorobenzene <1 1 ug/l SW-846 8260B 5/6/11 ROM 1,2,4-Trichlorobenzene <1 1 um SW-846 8260B 5/6/11 ROM 1,1,1-Trichloroethanc <I 1 ug/l SW-846 8260B 5/6/11 ROM 1,1,2-Trichloroethane <1 I ug/l SW-846 8260B 5/6/11 RGM. Trichloroethene <1 1 ug/l SW-846 8260B 5/6/11 ROM Trichlorofluoromethane <1 1 ugA SW-846 8260B 5/6/11 ROM 1,23-Trichloropropane <1 I ug/1 SW-846 8260B 5/6/11 ROM ' 1,2,4-Trimethylbenzene <1 1 ugA SW-846 8260B 5/6111 ROM 1,3,5-Trimethylbenzene <I I ug/l SW-846 8260B 5/6/11 ROM Vinyl Chloride <1 1 ugA SW-846 8260B 5/6/11 RGM. o-Xvlene <1 1 ugA SW-846 8260B 5/6/11 ROM m,p-Xylene <I 1 ugA SW-846 8260B 5/6/11 ROM Total Xylene <1 1 ugA SW-846 8260B 5/6/11 ROM Methyl Tertiary Butyl Ether(MTBE) <2 2 ugA SW-846 8260B 116/11 ROM t Acetone <10 10 ugA SW-846 8260B 5/6/11 ROM Surrogates RANGE SW-846 8260B 5/6/11 ROM Dibromofluoromethane 104 86-118% SW-846 8260B 5/6/11 ROM Toluene-d8 104 88-110% SW-846 8260B 5/6/11 ROM 4-Bromofluorobenzene 101 86-115% SW-846 8260B 5/6/11 ROM 1,2 Dichloroethane-d4 96 80-120% SW-846 8260B 5/6/11 ROM t 1 i Page 16 of 27 R-I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 ' _ Work Order#: 1105-08127 LANDFILL GROUNDWATER Sample# 008 SAMPLE DESCRIPTION: 134C SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 'f SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST ` VOC dioxane only 1,4-Dioxane <3 3 ugA SW-846 8260B 5/5/11 CDC Surrogates RANGE SW-846 8260B 5/5/11 CDC 1;4-Dioxane-d8 94 70-130% SW-846 8260B 5/5/11 CDC Volatile Organic Compounds Benzene <1 I ug/1 SW-846 8260B 516111 RGM Bromobenzene <1 I ug/1 SW-846 8260B 5/6/11 RGM ' Rromochloromethane .. . . <1 1 ugA SW-846 8260E 5/6/1 l RGM Bromodichioromethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM Bromoform <1 1 ug/1 SW-846 8260B 5/6111 RGM Bromomethane <5 5 ugli SW-846 8260B 5/6/11 RGM n-Butylbenzene <1 1 ug/I SW-846 8260B 5/6/11 RGM Sec-butylbenzene <1 1 ug/I SW-846 8260B 5/6/11 RGM tert-Butylbenzene <1 1 ugA SW-846 8260B 5/6/11 RGM '. Carbon Tetrachloride <1 I ugA SW-846 8260B 5/6/11 RGM Chiorobenzene <I 1 ugA SW446 9260B 5/6/11 RGM Chioroethane <5 5 ug/1 SW-846 8260B 5/6/11 RGM Chloroform <1 1 ug/1 SW-846 8260B 5/6/11 RGM Chloromethane <5 5 ug/1 SW-846 8260B 5/6/11 RCM 2-Chlorotoluene <1 I ug/1 SW-846 8260B 5/6/11 RGM 4-Chlorotoluene <1 I ug/1 SW-846 8260B 5/6/11 RGM Dibromochloromethane <l 1 ugA SW-846 8260B 5/6/11 RGM 1,2-Dibromo-3-Chloropropane <2 2 ugA SW-846 8260B 5/6/11 RGM 1,2-Dibromoethane(EDB) <1 1 ug/1 SW-846 8260E 5/6/11 RGM Dibromomethane <2 2 ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dichlorobenzene <l I ugA SW-846 8260B 5/6/11 RGM 1,3-Dichiorobenzene <1 1 ugJ1 SW-846 8260B 5/6111 RGM 1,4-Dichlorobenzene <1 I ug/I SW-846 8260B 5/6/11 RGM Dichlorodifluoromethane <5 5 ug/1 SW-846 8260B 5/6/11 RGM 1,1-Dichioroethane <1 1 ug/1 SW-8468260B 5/6/11 RGM 1,2-Dichloroethane <1 i ug/1 SW-846 8260B 5/6/11 RGM 1,1-Dichlorcetirene <1 I ug/1 SW-846 8260B 5/6/11 RGM cis-1,2-Dichloroethene <1 l ug/1 SW-846 8260B 5/6/11 RGM trans-l2-Dichlorcethylene <t 1 ugA SW-846 8260B 5/6/1I . RGM 1,2-Dichloropropane <1 I ugJ SW-846 8260B 5/6/11 RGM Page 17 of 27 r RI.Analytical Laboratories,Inc. ' CERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/1) Work Order#: 1105-08127 LANDFILL GROUNDWATER ' Sample 4 008 SAMPLE DESCRIPTION: B4C t._ SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 ' SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST 1,3-Dichloropropane <I I ug/1 SW-846 8260B 5/6/11 RGM 2,2-Dichloropropane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,1-Dichloropropene <1 1 ug/1 SW-846 8260B 516/11 RGM Ethvlbenzene <1 1 ug/1 SW-846 8260B 5/6/1l RGM r Rexachiorobutadiene <1 I ug/I SW-846 8260B 5/6/11 RGM lsopropyibenzene <1 1 ug/I SW-846 8260B 5/6/11 RGM p4sopropyltoiuene <l 1 ug/I SW-846 8260B 516/I 1 RGM Methylene Chloride <5 5 ug/1 SW-846 8260B 5/6/11 RGM Naphthalene <1 1 ugA SW-846 8260B 5/6/11 RGM '. n-Propylbenzenc <1 1 ng/1 SW-846 8260B5,6/11 RGM i Styrene <1 1 ug/l SW-846 8260B 5/6/11 RGM 1,1,1,2-Tetrachloroethane <1 1 ug/I SW-846 8260B 5/6/11 RGM 1,1,2,2-Tetraehloroethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM Tetrachlomethene <1 I ug/I SW-846 8260B 5/6/11 RGM Toluene <1 1 ug/1 SW-846 8260B 5/6111 RGM 1,2,3-Trichlorobenzene <1 1 ugll SW-846 8260B 5/6/11 RGM <1 1 u 1,2,4-Trichlorobenzene g/I SW-846 8260B 5/6111 RGM 1,1,1-Trichloroethane <1 I ug/l SW-846 8260B .516/11 RGM 1,1,2-Trichloroethane <1 1 ug/1 SW-846 8260B 516/11 RGM Trichloroethene <1 1 ug/I SW-846 8260B 5/6/11 RGM Trichlorofluoromethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,2,3-Trichioropropane <l 1 ug/1 SW-846 8260B 5/6/11 RGM 1.2.4-Trimethvibenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,3.5-Trimethylbenzene <1 I ug/1 SW-846 8260B 5/6/11 RGM Vinyl Chloride <1 1 ug/1 SW-846 8260B 5/6/11 RGM r o-Xylene <I 1 ug/1 SW-846 8260B 5/6/1) RGM m,p-Xylene <1 1 ug11 SW-846 8260B 516/11 RGM Total Xylene <1 i ug/1 SW-846 8260B 5/6/11 RGM Methyl Tertiary Butyl Ether(MTBE) <2 2 ug/1 SW-846 8260B 5/6/11 RGM Acetone <10 10 ug/1 SW-846 9260B 5/6/11 RGM Surrogates RANGE SW-846 8260B 5/6/11 RGM Dibromofluoromethanc 104 86-118% SW-846 8260B 516111 RGM Toluene-d8. 104 88-110% SW-846 8260B 5/6/11 RGM 4-Bromofluorobenzene 100 86-115% SW-846 8260B 5/6/11 RGM 1,2 Diehloroethane-d4 96 80-120% SW-846 8260B 5/6/11 RGM r Page 18 of 27 f R.I.Analytical Laboratories,Inc. rCERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 Work Order#: 1105-08127 LANDFILL GROUNDWATER ' Sample# 009 SAMPLE DESCRIPTION: C2B SAMPLE TYPE: GRAB SAMPLE DATE/'TIME: 4/21/2011 SAMPLE DET. DATE r" PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST VOC dioxane only 1,4-Dioxane 16 3 ugA SW-846 8260B 5/5/11 CDC Surrogates RANGE SW-846 8260B 5/5/11 CDC 1,4-Dioxane-d8 94 70-130% SW-846 8260B 5/5/11 CDC I ' Volatile Organic Compounds Benzene <1 1 ugA SW-846 8260B 5/6/11 RGM Bromobenzene <1 1 ugA SW-846 8260B 5/6/11 ROM ' Rromochloromethane <1 1 uo/1 SW-846 8260B 5/6/11 RGM Bromodichloromethane <1 1 ug/I SW-846 8260B 5/6111 RGM Bromoform <1 1 ug/I SW-846 8260B 516/1) RUM Bromomethane <5 5 ugh SW-846 8260B 5/6111 RGM r n-Butylbenzene <1 I ug/1 SW-846 8260B 5/6/11 ROM Sec-butylbenzene <I I ug/1 SW-846 8260B 5/6/I1 RGM tert-Butylbenzene <1 1 119/1 SW-846 8260E 5/6/11 RGM :. Carbon Tetrachloride <I 1 ug/1 SW-846 9260B 5/6/11 RGM Chlorobenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM Chloroethane <5 5 ugA SW-846 8260B 516/11 ROM Chloroform <1 I ug/1 SW-846 8260B 5/6/11 RGM ' Chloromethane <5 5 ug/1 SW-846 8260B 5/6/11 RGM 2-Chlorotoluene <1 1 ugA SW-846 8260B 516/11 RGM 4-Chlorotoiuene <1 1 ugll SW-846 8260B 5/6111 ROM Dibromochloromethane <1 1 ugA SW-846 8260E 516/11 ROM 1,2-Dibromo-3-Chloropropane <2 2 ugA SW-846 8260B 516/11 RGM 1,2-Dibromoethane(EDB) <1 1 ug/1 SW-846 8260B 5/6/11 RGM Dibromomethane <2 2 ugA SW-846 8260B 5/6/11 RGM 1,2-Dichlorobenzene <1 1 ugJl SW-846 8260B 5/6/11 RGM 1,3-Dichlorobenzene <1 1 ug/1 SW-846 8260B 5/6/11 ROM 1,4-Dichlorobenzene <1 I ugA SW-846 8260B 5/6/11 ROM Dichlorodifluoromethane <5 5 ug/l SW-846 8260B 5/6111 RGM 1,1-Dichloroethane <1 1 ugA SW-846 8260B 5/6/11 RGM 1,2-Dichloroethane <1 I ugA SW-846 8260B 5/6/11 RGM 1,1-Dichloroethene <1 I ug/1 SW-9468260B 5/6/11 ROM cis-1,2-Dichloroethene <1 1 ug/1 SW-846 8260B 5/6/11 RGM trans-1.2-Dichloroethylene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dichloropropane <1 I ug/1 SW-846 9260B 5/6111 RGM r r Page 1.9 of 27 1 l: 4 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 Work Order#: 1105-08127 LANDFILL GROUNDWATER ' Sample# 009 SAMPLE DESCRIPTION: C2B SAMPLE TYPE: GRAB SAMPLE DATEITIME: 4/21/2011 ' SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST 1,3-Dichloropropane <1 1 ug/I SW-846 8260B 5/6/11 RGM ' 2,2-Dichloropropane <1 1 ug/I SW-846 8260B 5/6/11 RGM 1,1-Dichloropropee <1 1 ugh SW-846 8260B 5/6/11 RGM Ethvlbenzene <1 1 ug/I SW-846 8260B 5/6/I1 RGM r Hexachlorobutadiene <1 I ug/I SW-846 8260B 5/6/11 RGM ' Isopropylbenzene <l I ug/1 SW-846 8260B 5/6/I1 RGM t p-Isopropyltoluene <I 1 ug/1 SW-846 8260B 5/6/11 RGM Methylene Chloride <5 5 ug/1 SW-846 8260B 5/6/11 RGM Naphthalene <1 I ug/1 SW-846 8260B 5/6/11 RGM n-Propylbenzene <1 Iug/1 SW-84f,8260B 5/6/11 RGM t Styrene <1 I ug/1 SW-846 8260B 5/6/11 RGM 1,1,1,2-Tetrachloroethane <1 1 ug/I SW-8468260B 5/6/11 RGM ' 1,1,2,2-Tetrachloroethane <1 1 ug/l SW-846 8260B 5/6/11 RGM Tetrachloroethene <1 1 ug/l SW-846 9260B 5/6/11 RGM Toluene <1 1 ug/I SW-846 8260B 5/6111 RGM 1,2,3-Trichlorobenzene <l I ug/1 SW-846 8260B 5/6/11 RGM ' 1,2,4-Trichlorobenzene <l I ug/1 SW-846 8260B 5/6/11 RGM 1,1,1-Trichloroethane <1 1 ug/1 SW-846 8260B 5/6/I1 RGM 1,12-Trichloroethane <1 1 ug/1 SW-8468260B 5/6/11 RGM ' Trichloroethene <1 1 ug/1 SW-846 8260B 5/6/11 RGM Trichlorofluoromethane <1 1 ug/1 SW-846 826013 5/6/11 RGM 1,2.3-Trichloropropane <1 1 119/1 SW-846 8260B 5/6/11 RGM 1,2,4-Trimethylbenzene . <1 I ugh SW-846 8260B 5/6/11 RGM 1,3,5-Trimethylbenzene <I 1 ugll SW-846 8260B 5/6/11 RGM Vinyl Chloride <1 .1 ug/1 SW-846 8260B 5/6/I1 RGM o-Xylene <1 I ug/I SW-846 8260B 5/6/11 RGM ' m,p-Xylene <1 I ug11 SW-846 9260B 5/6/11 RGM Total Xylene <1 1 ug/1 SW-846 8260B 5/6111 RGM Methyl Tertiary Butyl Ether(MTBE) <2 2 ug/1 SW-846 8260B 5/6/11 RGM Acetone <10 10 ug/1 SW-846 8260B 5/6/11 RGM Surrogates RANGE SW-846 8260B 5/6/I1 RGM Dibromofiuoromethane 104 86-118% SW-846 8260B 5/6/11 RGM Toluene-d8 103 88-110% SW-846 8260B 5/6/11 RGM ' 4-Bromofluorobcnzene 101 86-115% SW-846 8260B 5/6/11. RGM 1.2 Dichloroethane-d4 95 80-120% SW-846 8260B 5/6/11 RGM i Page 20 of 27 i i R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS r� ' Town Of Barnstable Date Received: 4/28/11 Work Order#: 1 l 05-08127 LANDFILL GROUNDWATEF- SamDle# 010 SAMPLE DESCRIPTION: C2C SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST f VOC dioxane only 1.4-Dioxane <3 3 ug/1 SW-846 8260B 5/6/11 CDC Surrogates RANGE SW-846 8260B 5/6/11 CDC r 1,4-Dioxane-d8 71 70-130% SW-846 8260B 5/6/11 CDC rVolatile Organic Compounds i Benzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM f Bromobenzene <I 1 ug/I SW-846 8260B 5/6/11 RGM ' Bromochlorome..thane <1 1 ug/l. SW-846 8260B 5/6/11 RGM i Bromodichloromethane <1 1 ug/I SW-846 8260B 5/6/11 RGM I Bromoform <1 1 ug/I SW-846 8260B 5/6/11 RGM Bromomethane <5 5 ugh SW-846 8260B 5/6/11 RGM n-Butylbenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1 i Sec-butyl benzene <l 1 ug/1 SW-846 8260B 5/6/11 RGM i tert-Butylbenzene <1 1 ug/I SW-9468260B 5/6/11 RGM Carbon Tetrachloride <1 1 ugA SW-846 8260B 5/6/11 RGM Chlorobenzene <I 1 ug/1 SW-846 8260B 5/6/11 RGM ! Chloroethane <5 5 ug/1 SW-846 8260B 5/6/11 RGM Chloroform <l 1 ug/1 SW-846 8260B 5/6/1.1 RGM Chloromethane <5 5 ug/1 SW-846 8260B 5/6/11 RGM 2-Chlorotoluene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1 4-Chlorotoluene <1 1 ug/I SW-846 8260B 5/6/11 RGM Dibromochloromethane <I 1 ug/I SW-846 8260B 5/6/11 RGM 1.2-Dibromo-3-Chloropropane <2 2 ug/1 SW-846 8260B 5/6/11 RGM I 1.2-Dibromoethane(EDB) <I I ug/1 SW-846 8260B 5/6/11 RGM Dibromomethane <2 2. ug/1 SW-846 8260B 5/6/11 RGM 1.2-Dichlorobenzene <1 I ug/1 SW-846 8260B 5/6111 RGM 1,3-Dichlorobenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,4-Dichlorobenzene <1 1 ug/I SW-846 8260B 516/11 RGM . ' Dichlorodifluoromethane <5 5 ug/1 SW-846 8260B 5/6/11 RGM 1,1-Dichloroethane. <1 1 ugfl SW-8468260B 5/6/11 RGM 1,2-Dichloroethane <1 1 119/1 SW-846 8260B 5/6111 RGM ' 1,1-Dichioroethene <1 1 ug/1 SW-8468260B 5/6/11 RGM cis-1.2-Dichloroethene <I I ug/1 SW-8469260B 5/6/11 RGM trans-1,2-Dichloroethylene <1 1 ug/1 SW-846 8260B 5/6/l l RGM 1.2-Dichloropropane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1 f Page 21 of 27 R.I.Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS ' Town Of Barnstable Date Received: 4/28/11 Work Order#: 1105-08127 LANDFILL GROUNDWATER Sample 4 010 SAMPLE DESCRIPTION: C2C SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST I,3-Dichloropropane <1 1 ugA SW-846 8260B 5/6/11 ROM 2,2-Dichloropropane <1 1 ugA SW-846 8260B 5/6/11 ROM 1,1-Dichloropropee <l 1 ugA SW-846 8260B 5/6/11 ROM Ethylbenzene <1 1 ug/l SW-846 8260B 5/6/11 ROM Hexachlorobutadiene <I 1 ugA SW-846 8260B 5/6111 ROM ' Isopropyl benzene <1 l ugA SW-846 8260B 5/6/11 RGM p-Isopropyltoluene <1 l UO SW-846 8260B 5/6/11 RGM Methylene Chloride <5 5 uP-A SW-846 8260B 5/6/11 ROM Naphthalene <1 1 ugA SW-846 8260B 5/6/11 RGM n-Propylbenzere. cl I upJl SW-846 8260B 5/6111 RGM. Styrene <1 1 ugA SW-846 8260B 5/6/11 RGM 1,1,1,2-Tetrachloroethane <1 I ugh SW-846 8260B 5/6/11 RGM ' 1,1,2,2-Tetrachloroethane <1 I ugA SW-846 8260B 5/6/11 RGM Tetrachloroethene <I 1 ugA SW-846 8260B 5/6/I1 RGM Toluene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,2,3-Trichlorobenzene <1 1 ug/l SW-846 8260B 5/6/11 ROM ' 1,2,4-Trichlorobenzene <I I ug/l SW-846 8260B 5/6/11 RGM 1,1,1-Trichloroethane <1 I ug/I SW-8468260B 5/6/11 RGM 1,1,2-Trichloroethane <I 1 ug/l SW-846 8260B 5/6/11 RGM Trichloroethene <1 1 ug/l SW-846 8260B 5/6/11 RGM Trichlorofluoromethane <1 I ugA SW-846 8260B 5/6/11 ROM 1,2,3-Trichloropropane <1 1 ug/I SW-846 8260B 5/6111 ROM. 1,2,4-Trimethylbenzene <1 I ug/1 SW-846 8260B 5/6/11 ROM 1,3,5-Trimethylbenzme <1 1 ug/1 SW-846 8260B 5/6/11 RGM Vinyl Chloride <l 1 ugA SW-846 8260B 5/6/1I ROM o-Xylene <1 I UO SW-846 8260B 5/6/11 RGM m,p-Xylene <1 1 ug/l SW-846 8260B 5/6/11 RGM Total Xylene <1 1 ugA SW-846 8260B 5/6/11 ROM Methyl Tertiary Butyl Ether(MTBE) <2 2 ug/l SW-846 8260B 5/6/11 ROM Acetone <10 10 ugll SW-846 8260B 5/6/11 RGM ' Surrogates RANGE SW-846 8260B 516/11 ROM Dibromofluoromethane 98 86-118% SW-846 8260B 5/6/11 ROM Toluene-d8 101 88-110% SW-846 8260B 5/6/11 RGM 4-Bromofluorobenzene 95 86-115% SW-846 9260B 5/6/11 RGM ' 1,2Dichioroethane-d4 100 80-120% SW-9468260B 5/6111 RGM r ' Page 22 of 27 i R.I.Anaiytical Laboratories,Inc. ' CERTIFICATE OF ANALYSIS ' Town Of Barnstable Date Received: 4/28/11 Work Order#,: 1105-08127 LANDFILL GROUNDWATER ' Sample# 011 SAMPLE DESCRIPTION: C21) SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST VOC dioxane only 1,4-Dioxane <3 3 ug/l SW-846 8260B 5/6/11 CDC Surrogates RANGE SW-846 8260B 5/6/11 CDC 1.4-Dooxane-d8 88 70-130% SW-846 8260B 5/6/11 CDC Volatile Organic Compounds Benzene <1 1 ugA SW-846 8260B 5/6/11 RGM Bromobenzene <1 1 ug/I SW-846 8260B 5/6/I1 RGM Bromochloromethane <1 1 u?JI SW-846 8260B 5/6/I1 RGM Bromodichioromethane <1 1 ugA SW-846 8260B 5/6/11 RGM Bromoform <1 I ug/I SW-846 8260B 5/6/11 RGM ' Bromomethane <5 5 ugA SW-846 8260B 5/6/11 RGM n-Butylbenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM Sec-butylbenzene <1 I ugA SW-846 8260B 516/11 RGM ' teri-Butylbenzene <1 1 ugA SW-846 8260B 5/6/11 RGM Carbon Tetrachloride <1 1 ug/1 SW-846 8260B 5/6/11 RGM Chlorobenzene <1 1 ug/l SW-846 8260B 5/6/11 RGM Chioroethane <5 5 ugA SW-846 8260B 5/6/I1 RGM Chloroform <1 1 ugA SW-846 8260B 5/6/11 RGM Chloromethane <5 5 ugA SW-846 8260B 5/6/11 RGM 2-Chlorotoluene <1 1 ugA SW-846 8260B. 5/6/11 RGM ' 4-Chlorotoluene <1 I ug(l SW-846 8260B 5/6/11 RGM Dibromochloromethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1.2-Dibromo-3-Chloropropane Q 2 ugA SW-846 8260B 5/6/11 RGM 1 2-Dibromoethane(EDB) <1 1 u9A SW-846 8260B 5/6/11 RGM ' Dibromomethane <2 2 ugA SW-846 8260B 5/6/11 RGM 1.2-Dichiorobenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,3-Dichlorobenzene <1 I ugA SW-846 8260B 5/6111 RGM ' 1,4-Dichlorobenzene <1 1 ugA SW-846 8260B 5/6/11 RGM Dichiorodifluoromethane <5 5 ugA SW-846 8260B 5/6/11 RGM lj1 Dichloroethane <1 1 ugA SW-846 8260B 5/6/11 RGM 1.2-Dichloroethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,1-Dichloroethene <1 1 ug/1 SW-846 8260B 516/11 RGM cis-1.2-Dich)oroethene <1 1 ug/1 SW-846 8260B 5/6/11. RGM trans-1,2-Dichioroethylene <I 1 ugA SW-846 8260B 5/6/11 RGM ' 1.2-Dichloropropane <1 1 ugl SW-846 8260B 516/11 RGM i t i I t. Page 23 of 27 R.I.Analytical Laboratories,Inc. ' CERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 ' Work Order k 1105-08127 LANDFILL GROUNDWATER Sample# 011 SAMPLE DESCRIPTION: C2D SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE j PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST I 1,3-Dichloropropane <1 I ug/I SW-846 8260B 5/6/11 RGM 2,2-Dichloropropane <1 1 ug/l SW-846 8260B 5/6111 RGM 1,1-Dichloropropene <1 1 ug/I SW-846 8260B 5/6/11 RGM Ethylbenzene <1 1 ug/I SW-846 826013 5/6/I1 RGM Hexachlorobutadiene <I I ug/1 SW-846 8260B 5/6/11 RGM Isopropylbenzene <1 1 ug/l SW-846 8260B 5/6/11 RGM p-isopropyltoluene <1 1 ug/I SW-846 8260B 5/6/11 RGM i Methylene Chloride <5 5 ug/l SW-846 8260B 516/11 RGM ' Naphthalene <1 1 ugA SW-846 8260B 5/6/11 RGM n-Pmpylbenzene <I I ug/l SW-846 8260B 5/6/11 RGM Styrene <1 1 ug/I SW-846 8260B 516/11 RGM 1,1,1,2-Tetrachloroethane <I 1 ug/l SW-846 8260B 5/6/11 RGM ' 1,1,22-Tetrachloroethane <1 1 ug/l SW-846 826013 5/6/11 RGM Tetrachloroethene <1 1 ug/I SW-846 8260B 5/6/11 ROM Toluene <1 1 ug/l SW-846 8260B 5/6/11 RGM ' 1,2,3-Trichlerobenzene <1 I ug/l SW-846 8260B 5/6/11 RGM I 1,2,4-Trichlcrobenzene <I I ug/l SW-846 8260B 5/6/11 RGM 1,1,I-Trichloroethane <1 I ug/l SW-846 9260B 5/6/11 RGM 1,1,2-Trichloroethane <I 1 ug/l SW-846 8260B 5/6/11 RGM Trichloroethene <1 1 ug/1 SW-846 8260B 5/6111 RGM Trichlorofluoromethane <1 1 ug/l SW-846 8260B 5/6/11 RGM 1,2,3-Trichloropropane <1 I ug/l SW-846 8260B 5/6/11 RGM 1,2,4-Trimethylbenzene <1 I ug/l SW-846 8260B 5/6/11 RGM 1 1,3,5-Trimethylbenzene <1 I ug/l SW-846 8260B 5/6/11 RGM Vinyl Chloride <l 1 ug/l SW-846 8260B 5/6/I1 RGM o-Xylene <1 1 ugh SW-846 8260B 5/6/11 RGM m,p-Xylene <1 I ug/1 SW-846 9260B 5/6/11 RGM Total Xylene <1 I ug/l SW-846 8260B 5/6/11 RGM Methyl Tertiary Butyl Ether(MTBE) <2 2 ug/l SW-846 8260E 5/6/11 RGM ' Acetone <10 10 ug/1 SW-846 8260B 5/6/11 RGM Surrogates RANGE SW-846 9260B 5/6/I1 RGM Dibromofluoromcthane 97 86-118% SW-846 8260E 5/6/11 RGM Toluene-d8 100 88-110% SW-846 8260B 5/6/11 RGM 4-Bromofluorobenzene 98 86-115% SW-846 8260B 5/6/11 RGM 1,2 Dichloroethane-& 97 80-120% SW-846 8260B 5/6/11 RGM i ' Page 24 of 27 R.I.Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Town Of Barnstable _ Date Received: 4i28/11 t Work Order#,: 1105-08I27 LANDFILL GROUNDWATER r ' Sample# 012 SAMPLE DESCRIPTION: D6B SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 ' SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST f ' VOC dioxane only 1,4-Dioxane <3 3 ug/l SW-846 8260B 5/6/11 CDC Surrogates RANGE SW-846 8260B 5/6/11 CDC r 1,4-Dioxane-d8 92 70-130% SW-846 8260B 5/6/11 CDC ' Volatile Organic Compounds Benzene <1 1 ug/l SW-846 8260B 5/6/11 RGM ' Bromobenzene <1 l ug/1 SW-846 8260B 5/6/11 RGM Bromochioromohane <1 1 ug/1 SW-846 8260B 5/6/11 RGM I Bromodichloromethane <1 I ug/l SW-846 8260B 5/6/11 RGM Bromoforrn <1 1 ug/l SW-846 8260B 5/6/11 RGM Bromometbane <5 5 ug/l SW-846 8260B 5/6/11 RGM n-Butylbenzene <1 1 ug/l SW-846 8260B 5/6/11 RGM Sec-butyl benzene <1 1 ug/l SW-846 8260B 5/6111 RGM r tert-Butylbenzene <1 1 ug/l SW-846 8260B 5/6/11 RGM Carbon Tetrachloride <1 1 ug/1 SW-846 8260B 516111 RGM Chlorobenzene <1 I ug/I SW-846 8260B 5/6/11 RGM Chloroethane <5 5 ug/l SW-846 8260B 5/6/11 RGM ' Chloroform <1 I ug/1 SW-846 8260B 5/6111 RGM Chloromethane <5 5 ug/1 SW-846 8260B 5/6/11 RGM 2-Chlorotoluene <1 1 ug/l SW-846 8260B 5/6/11 RGM 4-Chlorotoluene <I 1 ug/1 SW-846 9260B 5/6/11 RGM ' Dibromochloromethane <1 1 ugh SW-846 9260B 5/6/11 RGM 1,2-Dibromo-.3 Chioropropane <2 2 ug/l SW-846 8260B 5/6/11 RGM 12-Dibromoethane(EDB) <1 1 ug/1 SW-846 8260B 5/6/11 RGM ' Dibromomethane <2 2 ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dichlorobenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,3-Dichlorobenzene <1 1 ugA SW-946 8260B 5/6/11 RGM '1 1,4-Dichlorobenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM Dichlorodifluoromethane <5 5 ug/1 SW-846 8260B 5/6/I1 RGM l,l-Dichloroethane <1 1 ug/1 SW-8468260B 5/6/11 RGM I 1,2-Dichloroethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM ' 1,1-Dichloroethee <1 1 ug/1 SW-846 8260B 5/6/11 RGM cis-1,2-Dichloroethee <1 1 ug/1 SW-846 8260B 5/6/11 RGM trans-1,2-Dichloroethylene <1 1 ug/1 SW-846 8260B 5/6/11 RGM i 1,2-Dichioropropane <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1 f Page 25 of 27 1 r t RI.Analytical Laboratories, Inc. ' CERTIFICATE OF ANALYSIS Town Of Barnstable Date Received: 4/28/11 Work Order#: 1105-08127 LANDFILL GROUNDWATER Sample 1# 012 SAMPLE DESCRIPTION: D6B SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 ' SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST 1.3-Dichloropropane <l 1 ug/I SW-846 8260B 5/6/11 RGM 2,2-Dichloropropane <I 1 ug/1 SW-846 8260B 5/6/11 RGM ' 1,1-Dichloropropene <1 I ug/I SW-846 8260B 5/6/I1 RGM Ethylbmwne <1 1 ug/1 SW-846 8260B 5/6/11 RGM Hexachlorobutadiene <1 1 ug/1 SW-846 8260B 5/6/11 RGM ' lsopropylbenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM p-Isopropyltoluene <1 1 ug/1 SW-846 9260B 5/6/11 RGM Methylene Chloride <5 5 ug/1 SW-846 8260B 5/6/11 RGM ' Naphthalene <1 1 ug/l SW-846 9260B 5/6/11 RGM Propylbcnzene <1 I ug/l SW-846 8260B 5/6/11 RGM E Styrene <1 I ug/1 SW-846 8260B 5/6/11 RGM 1,1,1,2-Tetrachloroethane <1 1 ug/I SW-846 8260B 5/6/11 RGM 1,1,2,2-Tetrachloroethane <I 1 ug/1 SW-846 8260B 5/6/11 RGM Tetrachloroethene <l 1 ug/1 SW-846 8260B 5/6/11 RGM Toluene <1 1 ug11 SW-846 8260B 5/6/11 RGM 1,2,3-Trichlorobenzene <1 1 ug/l SW-846 8260B 5/6/I1 RGM 1,2,4=Trichimobenzene <1 1 ug/l SW-846 8260E 5/6/11 RGM 1,1,1-Trichloroethane <l I UO SW-846 8260B 5/6/11 RGM 1,1,2-Trichloroethane <I 1 ug/1 SW-846 8260B 5/6/I1 RGM Triehloroethene <I I ug/l SW-846 8260B 5/6/11 RGM Trichlorofluoromethane <I 1 ug/1 SW-846 8260B 5/6111 RGM 1,2,3-Trichloropropane <1 1 ug/l SW-846 8260B 5/6/11 RGM 1,2,4-Trimethylbenzene <1 1 ug/l SW-846 8260B .5/6/11 RGM ' 1,3,5-Trimethylbenzene <I 1 ug/l SW-846 8260B 5/6111 RGM Vinvl Chloride <1 I u01 SW-846 8260B 5/6/11 RGM aXylene <1 1 ug/I SW-846 8260B 5/6/I1 RGM t m,p-Xylene <1 I u9/1 SW-846 8260B 5/6/11 RGM Total Xylene <1 1 ug/1 SW-846 8260B 5/6111 RGM Methyl Tertiary Butyl Ether(MTBE) <2 2 ug/l SW-846 8260B 5/6/11 RGM Acetone <10 10 ug/l SW-946 8260B 5/6111 RGM ' Surrogates RANGE SW-846 8260B 5/6/11 RGM Dibromofluoromethane 97 86-118% SW-846 8260B 5/6/11 RGM Toluene-d8 100 88-110% SW-846 8260B 5/6/I1 RGM 4-Bromofluorobenzene 98 86-115% SW-846 8260B 5/6111 RGM 1.2 Dichioroethane-d4 98 80-120% SW-846 8260B 5/6/11 RGM r i Page 26 of 27 I 13 i R.1.Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS ' Town Of Barnstable Date Received: 4/28/11 Work Order#: 1105-08127 LANDFILL GROUNDWATER Sample# 013 SAMPLE DESCRIPTION: DIESEL TANK SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 SAMPLE DET. DATE PARAMETER RESULTS LIMTr UNITS METHOD ANALYZED ANALYST Volatile Organic Compounds ' Benzene <1 1 ugA SW-846 8260B 5/6111 RGM Bromobenzene <1 1 ugA SW-846 8260B 5/6/11 RGM Bromochloromethane <I I ugA SW-846 8260B 5/6/11 RGM I Bromodichloromethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM Bromoform <1 1 ug/l SW-846 8260B 5/6/11 RGM i Bromomethane <5 5 um SW-846 8260B 5/6/11 RGM n-Butylbenzene <1 1 ugA SW-846 8260B 5/6/11 RGM ' Sec-butylbenzene <1 1 ug/l SW-846 8260B 5/6/11 RGM tert-Buylbenzene <1 I ug/l SW-846 8260B 5/6/11 RGM �- Carbon Tetrachloride <1 I ugA SW-846 8260B 5/6/11 RGM Chlorobenzene <1 1 ugA SW-846 8260B 5/6/11 RGM Chloroethane <5 5 ugA SW-846 8260B 5/6/11 RGM i Chloroform <1 1 ug/1 SW-846 8260B 5/6/11 RGM Chloromethane <5 5 ugA SW-846 8260B 5/6/11 RGM 2-Chlorotoluene <l 1 ug/1 SW-846 8260B 5/6/11 RGM 4-Chlorototuene <1 1 ug/l SW-846 8260B 5/6/11 RGM Dibromochloromethane <1 1 ug/l SW-846 8260B 5/6/11 RGM 1,2-Dibromo-3-Chloropropane <2 2 ugA SW-846 8260B 5/6/11 RGM 1.2-Dibromoethane(EDB) <I I ugA SW-846 8260B 5/6/11 :RGM Dibromomethane <2 2 ug/1 SW-846 8260B 5/6/11 RGM 1,2-Dichlorobenzene <1 1 ue/1� SW-846 8260B 5!6/11 RGM 1,3-Dichlorobenzene <1 1 u2/1 SW-846 8260B- 5/6/11 RGM 1,4-Dichloroben7ene <1 I ug/l SW-846 8260B 5/6/11 RGM Dichiorodifluorometbane <5 5 ugA SW-846 8260B 5/6/11 RGM ' 1,1-Dichloroethane <1 1 ugA SW-846 8260B 5/6/11 RGM 1,2-Dichloroethane <1 I ug/1 SW-846 8260B 5/6/11 RGM 1,1-Dichloroethene <1 1 ug/1 SW-846 8260B 5/6/11 RGM cis-1,2-Dichleroethene <1 I ug/1 SW-846 8260B 5/6/11 RGM ' trans-i,2-Dichloroethylene <1 I ug/l SW-846 8260B 5/6111 RGM 1,2-Dichloropropane <1 1 ugA SW-846 8260B 5/6/11 RGM 1,3-Dichloropropane <1 1 ugA SW-846 8260B 5/6/11 RGM ` 2,2-Dichloropropane <1 I ugA SW-846 8260B 5/6/11 RGM II ' 1,1-Dichloropropee <1 1 uJl SW-846 8260B5/6/11 RGM Ethylbenzene <1 1 ug/l SW-846 8260B 5/6/11 RGM Hexachlorobutadiene <1 I ug/1 SW-846 8260B 5/6/11 RGM f I Page 27 of 27 i RI.Analytical Laboratories,Inc. ' CERTIFICATE OF ANALYSIS r-• ' Town Of Barnstable Date Received: 4/28/11 Work Order k 1 1 05-08 1 27 LANDFILL GROUNDWATER ' Sample 4 013 SAMPLE DESCRIPTION: DIESEL TANK SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/21/2011 E-� SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Isopropyl benzene <I A ug/1 SW-846 8260B 5/6/11 ROM '€ p-isopropyltoluene <I 1 ug/I SW-846 8260B 5/6/11 ROM Methylene Chloride <5 5 ug/l SW-846 8260B 5/6/11 RGM Naphthalene <1 1 ug/1 SW-846 9260B 5/6/11 ROM f n-Propylbenzene <1 1 ug/1 SW-846 8260B 5/6/11 RGM ' Styrene <1 1 ug/1 SW-846 8260B 5/6/11 RGM 1,1,1,2-Tetrachloroethane <1 1 ug/l SW-846 8260B 5/6/11 ROM 1,1,2,2-Tetrachioroethane <1 I ugA SW-846 8260B 5/6/I l RGM r Tetrachloroethene <l I ug/I SW-846 8260B 5/6/11 ROM ' Toluene <l 1 ug/1 SW-846 8260B 5/6/11 RGM f 1,2,3-Trichlorobenzene <1 i ug/l SW-846 8260B 5/6/I1 RGM r- 1 14-Trichlorobenzene <1 1 ug/l . SW-846 8260B 5/6111 RGM ' 1,1,1-Trichloroethane <1 1 ug/l SW-846 8260B 5/6/11 ROM 1,1.2-Trichloroethane <1 1 ug/1 SW-846 8260B 5/6/11 RGM Trichloroethene <1 1 ug/l SW-846 8260B 5/6/11 RGM t Trichiorofluoromethane <1 1 ug/l SW-846 8260B 5/6/11 RGM ! ' 1,2,3-Trichloropropane <1 I u9/1 SW-846 8260B 5/6/I1 RGM 1,2.4-Trimethylbenzene <I I ug/l SW-846 8260B 5/6/11 RGM { 1,3,5-Trimethylbenzene <1 1 ug/1 SW-846 8260B 5/6/11 ROM ' Vinyl Chloride <1 1 ug/1 SW-846 8260B 5/6/11 ROM o-Xylene <1 I ugfl SW-846 9260B 5/6/11 RGM m,p-Xylene <1 1 ug/l SW-846 8260B 5/6/11 RGM t Total Xylene <1 1 ug/l SW-846 9260B 5/6/11 ROM Methyl Tertiary Butyl Ether(MTBE) <2 2 ug/1 SW-846 8260B 5/6/11 RGM Acetone <10 10 ug/1 SW-846 8260B 5/6111 RGM Surrogates RANGE SW-846 8260B 5/6/I1 ROM ' Dibromofluoromethane 97. 86-118% SW-846 8260B 5/6/11 ROM Toluene-d8 100 88-110% SW-846 8260B 5/6/11 ROM 4-Bromofluorobenzene 98 86-115% SW-846 8260B 5/6/11 RGM 1.2 Dichloroethane-d4 100 80-120% SW-846 9260B 5/6/11 RGM I ' i r f t. CI AIN OF CITSTof RECORD Cu 1Z=I rL �al `��cal Lal�oi;ator�es, Tnc I � H a 41 Illinois Avenue 131 Coolidge St, Bldg. 2 a o -0 tv k Warwick, RI 02888 Hudson, MA 01749 0 " a �, -C � a � J Tel: 900-937-2580 Tel' 888-228-3334 NI 0 v 0 n rl Fax 401 738 1970 Fax 978 568 0078X: o U I °- Q a� llgfe Tune i 2 w � U u" 4 T Collected. Collected F+teld Sam�te.ldenttficadon' �I ° Q, O z 6 l° lC13U— 0. �• —a� B.�1 k' G yG /� �w ✓ r' ✓ ✓ Z� ,j ✓ aQ ✓ _ 13a � ✓ ✓ V, e ✓ e a �D —U: q + 11— V tt jj41 ClieticlnforMattm► , "' Prof act Information I Company Name: Barnstable Project Name: .D FILL ( t)uAj 4-TER Address: ' P.O.Number: PO I JO a 773 City/State/Zip: Hyannis, MA 92601 Report To: A. Mastroianni Phone: 508-790-6336 Fax: 508-790-6325 Telephone: %8-7-g�- ` F aN 508-790-6325 sampled by: A.M. /A.B.. Contact Person: Ms. Ann Mastroianni, Lab Su er isor Quote No: BAR090706 Email address: A.mastroianni@town.barnstable.ma.US Relmquisl�ed By Dafe Tune ecerved Bg: Dat T1me Turri:Around;7tme Normal I I EMAIL Report Z 5 Business days.Possible surcharge Rush (business days) Project Com' is Circle if applicable G�W-1, GW-2, GW-3, 5-1, S-2, S-3 MCP Data Enhancement QC Package? Yes No satnpleP;ckUponly -j 40 CFR Cert Needed f" -J r L L T 'f��ST����' �O�r� eV7fS� �� M RIAL sampled;attach field(tours gg ` �-^/ �/yy�� ��,, f�j Shi ed on ice *h � 1`NillT �% /i/GCS/-TnS 41'-ZZS ![Qi�tO `cad U; rv,� Container Types: P=Poly, G=Glass,AG=Amber Glass,V=Vial,St=Sterile Preservation Codes: NP=None,N=HNO3,H=HCI,S=FIZSO,,SH=NaOH,SB=NaHSO4,M=MeOH,T=Na2S203,Z=ZnOAc, Mce Matrix Codes: GW=Groundwater,SW=Surface Water,WW=Wastewater, DW=Drinking Water,S=Soil,Sl=Sludge,A=Air,B=Bulk/Solid,0= Page/ of . APPENDIX B JUNE 20ll LANDFILL INSPECTIONFO"AND REPORT F, r' ` a*, is MJ Mi M! M.i Mi m Ml Mit Mi ml BARNSTABLE CLOSED LANDFILL SITE INSPECTION FORM Site: Barnstable Closed Landfill Inspection No.: 2 Representative- Ann Marie Wricca Date: 6/29/2011 Signature: '�ld', P �y ,n U•>�,� Time On Site: 15:30 OBSERVATION AND CORRECTIVE ACTION SUMMARY Feature Trouble Signs Status Problem Location Description of Action Date Problem 1. Vegetative Growth Grass—recently mowed;height 2-8 inches, a. Grass Height depending on where mowed b. Extent of Cover Good c. Grass Health Good d. Invasive Species None 2.Ground Surface a. Excessive Settlement None b.Holes None c.Cracking None Southeastern side- Area of erosion observed d.Erosion None slope last inspection has been e..Breakouts None repaired. f. Signs of Trespassing None 3.Storm Water Management System a. Concrete Culverts&Outlets Some vegetation in swales,but no large trees, South-southeastern Minor vegetation in b. Mid-slope Riprap Swale one shrub in mid-slope swale. swales swales c. Toe-of-Slope Riprap Swale 4.Gas Vents a. Pipe and T-Joint Condition Vents in good condition—t vents were Landfill Broken vent pipes b. Vent Screens knocked over;but landfill personnel were c. Local Surface aware and were going to replace. d. Spinners Three spinners were not working. North-northeastern Spinners not spinning perimeter 5.Groundwater Monitoring Wells a.Protective Casing Good b.Locking Caps&Locks Good d.Local Surface Good Page 1 of 2 BARNSTABLE CLOSED LANDFILL SITE INSPECTION FORM OBSERVATIONAND CORRECTIVE ACTION SUMMARY(continued) Feature Trouble Signs Status Problem Location Description of Action Date Problem 6.Access and Security a.Gravel Access Roads Good b.Chain Link Fencing Good c.Gates&Locks Good 7.Post-Closure Site Uses a. Material recycling Good b. wastewater sludge stockpiling None C. Yard waste composting Good d. Bulky waste processing Good C. Processing of woody material None from storm drainage f. Staging for snowplows and Good sanders in the winter g. Catch basin cleanings None h. Biosolids Land Application None Sites. i. Transfer Station Good 8.Permanent Monuments Bench Marks Not a.B Applicable DATE AND DEPTH OF MOST RECENT RAINFALL: ACTION TAKEN SINCE LAST INSPECTION: Repaired area of erosion to landfill sideslope. SUMMARY OF NEW OBSERVATIONS: Minor vegetation in mid-slope and toe-of-slope rip-rap swales, including one shrub,but no trees. Two vent pipes were knocked over and need to be repaired. Two vent spinners were not working and should be repaired. NEW RECOMMENDATIONS: Remove vegetation from rip-rap swales. Repair vent pipes and spinners. Page 2 of 2 LANDFILL INSPEC TION CHECKLIST ' Facility: Barnstable Closed Landfill Owner: Town of Barnstable Location: 45 Flint Street, Marstons Mills, MA Inspection Date: June 29,2011 Inspection by; Ann Marie Petricca and Mark White, Environmental Partners Group Time: Start: 3:30 am End: 5:30 pm ' Weather Conditions: ❑ clear ® sunny ❑ overcast ® dry ❑ light rain ❑ heavy rain ❑ light snow ❑ heavy snow 0 calm ® light wind ❑ strong wind Est. Temperature: 75 degrees F -, 19.142 (5) Landfill Post-Closure Requirements. During the post-closure period the ' operator shall perform the following activities on any closed portion of the facility:. (a) take corrective actions to remediate and/or mitigate conditions that would compromise the integrity and purpose of the fmal cover Inspection Comments.: Landfill vegetation is in good condition, with no observed invasive species or trees. Mowing of the landfill is anon oing process. Most of the ' landfill had been mowed. Active mowing was going on at the time of the site visit. Some vegetation and one shrub was observed in the mid-slope and toe of slope rip-rap tswales on the south-southeast side of the landfill. This vegetation should be removed (see attached photos). (b) maintain the integrity of the liner system and the final cover system Inspection Comments: Overall, the liner and landfill covers stem appears to functioning to the fullest extent of its capacity. Overall,vegetative cover has grown in to a consistent and adequate density on the top and bottom slopes of the landfill. The erosion area observed on the southeast slope appears to have rgpaired. (c) collect leachate from and monitor and maintain leachate collection system(s) Inspection Comments: The landfill capping system does not have a leachate collection system. (d) monitor and maintain the environmental monitoring systems for surface water, ground water and air quality Inspection Comments: Monitoring wells were in good condition and locked. 1 (e) maintain access roads Inspection Comments:.Access roads are in good condition. (f) maintain landfill gas control systems ENVIRONMENTAL PARTNERS GROUP i 1 Barnstable Closed Landfill 2 Inspection Report—June 29,2011 Page 2 Inspection Comments: Two landfill gas vents were broken. The transfer station ' personnel were aware of this condition and were going to repair the vents. Two vent spinners were not working on the north-northeast side and need to be repaired. (g) protect and maintain surveyed benchmarks Inspection Comments: No known benchmarks. ' (h) have the landfill inspected by a third-party consulting Massachusetts Registered Professional Engineer or other qualified professional approved by the Department, experienced in solid waste management,in accordance with the post-closure plan. Inspection Comments: This landfill inspection was being performed for the Town of Barnstable, by Environmental Partners Group, Inc. ENVIRONMENTAL PARTNERS GROUP 1 1 Environmental WO Partners GROUP A partnership for engineering solutions. 1900 Crown Colony Drive 297 North Street Phone: 617-657-0200 Suite 402 Suite 311 Fax: 617-657-0201 Quincy, MA 02169 Hyannis, MA 02601 www.envpartners.com ' Ll o. ao`0 ✓ 1)�4 Fee 4 5 , �(,L tirl _5 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: n,Qt\VLO S UBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes aPPlitatiou for �N!409;ar * 5tem Cougtructiou 30erm it A p cation for a it to Construct( ) Repair O Upgrade( ) Abandon�(f ❑Complete S stem l�v p y ❑Individual Components 2�4a Location Address or Lot Tqo. t 1%� ` th rA Owner's Name,Address,and Tel.No. ,S Assessor's Map/Parcel 0(,j b W�TG �L I TY r" Or S & Installer's Name,Address,and Tel.No. 0(— o(L� � Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building �(,g� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alteratio s(Answer when applicable) u'XQ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed r;' Date Application Approved by r 1�"1/��_� Date f _ Application Disapproved by: Date for the following reasons Permit No. QO 10Aa � Date d ...'a V (0 ✓ Q`(�`� Fee a computer: in co <«� - THE COMMONWEALTH OF MASSACHUSETTS Entered , PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes S application for Bigpogal *peter, �tCongtruction permit App cation for a it to Construct O 'Repair O Upgrade O Abandon'k El Complete System ❑Individual Components 9 Location Address or Lot o. �S t f t'1 '7l J /Y\ Owner's Name,Address,and Tel.No. / Assessor's Map/Parcel So 1 F� low N O� �� �T I ! L A- T- 1 LI t,l Installer's Name,Address,and Tel.No. �"�j Uf LDI�`� Designer's Name,Address and Tel.No. 'n� 1 l7 Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other" Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ` Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title, Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) A) Cr C-e's P1 r Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by r-r\ A—c'f 72 _ Date Application Disapproved by: Date for the following reasons Permit No. a0 10 Date Issued - THE COMMONWEALTH OF MASSACHUSETTS Y�U�fUU�rn� r o f ' BARNSTABLE, MASSACHUSETTS vo�� u�lQ hy(r���� � �ndg ,,�,� AA;/jCertificate of Compliance Y THIS IS TO CERTIFY, hat the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned N-A by -tow p or-- at has beeDCustructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 0 -�� t� dated Installer Designer #bedrooms �d/A- Approved design flo A) /� gpd The issuance of thi perm• shall not be construed as a guarantee that the system ji,\111�uqdti n as desi nedDate Inspecto No. Fee c _ c THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS �Bigogal �&Vmern Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) U grade ( ) -Abandon ) System located at {I f) <I- ��—�- and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date 77 Approved by nn Page 1 of 1 Nickerson, Rebecca From: Fay, Jacquelyne Sent: Wednesday, July 28, 2010 11:27 AM To: Nickerson, Rebecca Subject: po Here is the po for the abandonment oermit-#11001844-for $25 Jacquelyne Fay Administrative Assistant Barnstable Transfer Station 7/28/2010 �'w �- /�� �x. �� � Town of Barnstable Barnstable 'WHE Regulatory Services Department p ;micaCfty • Public Health Division + IAMSfABLE. • ' 6sS& 200 Main Street, Hyannis MA 02601 2007 1 C Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508 790-6304 Thomas A.McKean,CHO Application Fee: 0 ASSESSORS MAP AND PARCEL NO. I a3-D 0A - DATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT ! e GUH dF NAME OF ESTABLISHMENT ��/�ff'�2 %,�%/�di✓ ADDRESS OF ESTABLISHMENT Lf Fe-1,-% IN AA,f Z?'/ J' TELEPHONE NUMBER ��/ ��O �6-✓� SOLE OWNER: ES NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. ' c STATE OF INCORPORATION � s- co FULL NAME AND HOME ADDRESS OF: o m PRESIDENT TREASURER CLERK SIGNATURE OF APPLICANT RESTRICTIONS: HOME ADDRESS a� HOME TELEPHONE# Q:\Hazmat\Haz Mat Application2008.DOC No. i r Fee + ` Entered in computer: THE COMPAON.VVEALTH OF MASSACHUSE�'Tr-= p PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIPPgtcatton for �Bt5po5ar *_ pgterrt Con0tructtou Permit Application for a Permit to Construct(v/ Repair O Upgrade O Abandon O SComplete System ❑Individual Components Location Address or Lot No. 4S FI—LM, ST"aT Owner's Name,Address,and Tel.No. /14Q257D^/s ,tit l L.LS MA e moo" Tew^v of ,Bd,�i✓ST.n,B[�' Assessor's Map/Parcel A �8 39�-47�7 Installer's Name,Address,and Tel.No. Desi ner's N e,Address and Tel. o. P�' BOX ?7 SYa,�ijut -t j' orb¢ v��o �� Type of Building: —J Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building MMb�ZGjAL No.of Persons Showers( ) Cafeteria( ) Other Fixtures /vaN G1;W44i'ry' Design Flow(min.required) 2©O gpd Design flow provided 2A,0 gpd Plan Date pF- AM, 200$ Number of sheets Revision Date Title SVt—lD GriASic Sc.PAv.�- / �GD/NGr T71-ZE V "SMA69109Z D1SPa5A1_ $Y$`�71� Size of.Septic Tank 16'00 6—A Li.-0M Type of S.A.S. L AC W I Nlr Z a t:juCQZ S L-:;k Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this oar o Health. Sig 6A Date J4&f ?�d8 Application Approved by ® Date Application Disapproved y: Date for the following reasons 04 Permit No. Date Issued P/ Ft ^No. t ` '� Fee = e /aHE'CIOMPQ, WEALTH OF MASSAC`HUSITT Entered in computer: PUBLIC HEALTH DIVISION-:- TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for *.gponl 4pgtem con0tructiou permit Application for a Permit to Construct V 'Repaiir( ) Upgrade( ) Abandon( ) U Complete System ❑Individual Components Location Address,or'Lot'No: FUtJt` 5'1���'T' Owner's Name,Address,and Tel.No. /L A057Un/S M I U-T MA o g 'rU wni o f 8 44-157MBZ,/ Assessor's Map/Parcel A / ;— ),4,. Z-f Installer's Name,Address,and Tel.No. 00 394-41$7 Designer's Name,Address and Tel.No. we-57V/V -i Si4�rPSor✓ 1?a. .6ox X7 S YAxmOv7 J M4 6u�& /vo Foxbtvta�. I PLv� Type of Building: C4�Ul •"� w Dwelling No. of Bedrooms Lot Size, N. sq�K Garbage Grinder'( , ) rr Other Type of Building g ('OMMb�1Z.G/ALl No.of Persons Showers( ) Cafeteria( ) I Other Fixtures /y1yN/G%f'�rT' } Design Flow(min.required) gpd Design flow provided Z�n gpd -- Plan Date ,; AI A_ r Number of sheets (o Revision Date Title 50L-ID //GD/1yGr ?7TZ_47 V lgillST.tly 1�/SPo,SAL, $Y57&-V Size of_Septic Tank Z�,on /'_n L L-hbjC Type of S.A.S. Lt�Y_I l i�1lr- T2171/Cl It� 3EA Description of Soil r-LASS ',. 1 t Nature of Repairs or Alterations(Answer when applicable) t ' Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in I accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o Health. Sig e'd\ pri, / vy ® a� r, r Date 8 J11 ( 2008 Application Approved by I/ / / Date r Application Disapproved%b�� / / Date , for the following reasons U a 1 Permit No. /I/ Date Issued /- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS �J� )" (Certificate. of Compliance 703��� ` THIS IS TO CERTIFY that the On-site Sewage Disposal System Constructed V'Re aired U' raded � ` � g P Y ( ) P ( ) Pg ( ) Abandoned/( )by -A/ ►�C,k— T��1.rYt�A�r^•°' at 4 5 r /,!1 U hassbeen construct in accordance with the provisi��ons of Title 5 and the for Disposal System Construction Permit No. datedInstaller /j+C. � Q vtriy,<— Designer " \� #bedrooms Approved design flow Q�- gpd The i s ance of this permit shall not be construed as a guarantee that the system ill�func`ii\offs' �aS designed. Date �O Inspector, �.. ,4 AIJ No. /,/1t9I2/1 � -/ ------------ n Feeur t�l � (7 ' / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Diopozal �` em Congtruction Permit Permission is hereby granted to Consttruct/��(, Upgrade� (' ) Abandon ( ) System located at /��/V -� I M4 / / �� •�, F and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. duty,— to w Provided: Construuccttiiodmu+st b/e"'completed within three years of the date of this ') Date roved A by_ Approved Aug. �5.� 1G08� 6;"PM� Weston _&_'GnpsonoF HEALTH N0.1'k 0900,24P. 7 Town of Barnstable Regulatory Services 9. Thomas F, Getler,Director Public Health Division 'pr sds�' Thomas McXoan,Director 200 MOM Street, Hyannis,MA 02601 Office. 509462-4644 dire; 606-790-6304 Date:A�/ o r Sewage Ferm1 bd-- Assessor's mapfrarcei Installer&Designer Certification For�u Designer-, ��( �, Installer: d ce Address: S-et, w1i,pt Address: L)�> rf�► ,3�2 �;$u� L• oyo OH HA- 61PA y on r7 1ka W- was isa►xed a permit to install a data) (installer) septic system at mil`-" 17J Q1,IL1 S based ozx a design drawn by (address) 54M tP.SUv) dated L'si�— --VI_eerdfy that the septic system referenced abovo was installed subgtandally accaf ding to the desig�nn,., which may includo mhior approved Changes suoh as lateral relocation of the diedbution box and/or septic tank Stdpout (if required) was inspeckd and tho soils were found eatisfaetory, i I oortify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of say component of the ae�ptic system)but in accoxdmce with State&I.ccal Regulations, Plan revikOn or certified as-bwh by designer to follow, Stripout (if re mspected and the soils were found satisfactory, 1A OFMtCHAS,�, sqL� l SCIPIO CIPION(FnE o sta 'e 1gnature__ civil N0.42541 P SU'�STERFQ 1, �' 1 e) (A.ffi�nesi�ne .�s�tamp ere) LEASES 1RE MN TO BARNST LE PU13LIC IIE TH DIVISION. CI�RT CA'Y'E CO 1P YANC w oT RE UED U L BOTH xIs Fo AS- OFUILT CARD ARE CEIYE TIC B STAR IC MMLTH D HAiM1K Y4H�� gAofficoioYm\aeslgnerceidficakiar fb m.dao t 0 FEB.27.2007 10:56AM BRRMTABLE BOARD OF HEALTH NO.318 P.2/3 Town of Barmiable PO DepartineatofRa$ulatorY`Servitxe �' •`�. Public Health MWOU Date I o ay 200 Maio Street,Hyauuls MA DWI "g Tit.e Fee Pd. 0 Q.- Date Scheduled � lus 5 Fde >ri"r�ry Pfk9a h)'Vo Soil Suitability Assessment for Sewage pisposa o paPormed$y. C>�C. �• U'1 Wimessw fly., n,+�¢MS min l`�EAtE >;OcAMN&GENEYtAL iT�F'ORMA N v�BI Sig �TMVC - owner's Name Cecelia,Address t j f��u�v Addsa94 3 � �t� .t�f✓ 1014 djas rOq oZ �, vvAgNtS, Assessor's M4R=eh 6 `101 "� sugMeer'a Name fin{ STOr S�H MW CONSTRUCTION AT3PATA (%CJ Tel honatl COI�`f 1�� Land UN._ G t� Aga Slopu('th) ^' ��0 sasihoe BtanOs____!_t�+� pstaneealtatrc OpcuWata Body—� 5o ft r�tmtCWeeJva� I' n DrinkhtgRetorWeu >i4D n DrafilageWaY 7S� _}t PraPcrtyL4n0.�' to a Oder n SEI1'rT{ i(Stmot ttaa,e rCimmsions ui b4 axw t bmdm oe test holes&Pem taste,locate wetiadds Pm oey to hOtes) -ST, 4 OLD�AUItWt�t�o YL PA q VIWI Parentsmawal(geologic) Depth to Bedrock �/ �� • Wee iu iYomP(tRaCs Depth m Oro,mdwakr$mnding Water in Hula� '� � P 8 Padmutod seaaoual Ho('lmadwatar p �l(Oo FQ T►� SNP �)Ai� jquz� �31D G t Depth Obi stsndlrt�in obs.hole,_ �.� _; ,-••_in. Depth W aoll mpttlas ThWth m wnoptas dent aide of obe lento Jf �• (r aN%mdwakr AdJustmellt rndex We118 AsedlnitUatet _,, IOde:t Wo1l level.:_. Adj.faemar,.,.�.r Adl. OroWtdwna,rlevel PEI f bi'dI 1.0 T>Sx 1IaeC 'CinTu to CG`nl1 Observation 2 15moa W, y$ l•1�` yet Ilau Al u O . ltepth of Pere , ••-- "' r. 06 sart.rmawaltTama® ((!! A4TtiZ JAI Bud pre-Oak. ItateMill.Rneh LZriQ� �2NP6 f- ti )WIS site soilabulty Asmirmeat gitopple SitRlNuted A9dktonalls6tin�Needed(YIM�- Origtnak Public HOaTdr Divis;mt ObservatloTt Hole Data To Ile C=plomd on Back *'*If parcolatiou test la to be conducted wlt'hin 100'of wetland,You must first notify the• Barnstable ConservatWn pivision at least one(1)weak prior to beginning- Q,tGgP17CpBp;C'.T+OAM.DOC r FEB.27.2007 10:56AM, BARNSTABLE BOARD OF HEALTH NO.316 P.3i3 DTl,EP.OBSEPVATIL'ly HOLE LOG Hole# Depth f vm Sailxodzm 'soil74xtom ;Sk0 Color Solt•. Oft 8uri;ce(n) (USDA) (Mansell) Mottling (Strueaae,Sroscf;$oulders, ��•�i�: 0-1 0 A 0•-Z2 8 .sue loans 191-2 q(3 22-3q CA U"rc. to b)b A0 - ox 3y.-84 P,2 Av tt+wet.>f IM 6 b DEEP OBSERVATION HOLD LOG Hole# Depth ham Soil Horizon .sel7utm soil Color soil othw G Surface On) (USDA) (KMM Naming (84"Iure,stones,Eoulders. ?C��Z3 Sa l lcwl I DIE 4 -- 1So trcoL` Wk cm Ogs�' 3`-30 C 1 01.11.6 -- 9psL 7 4Z Wit :7 i DEEP OBSERVATION HOLE LOG Hole# ' MA from Solftrims Sou TOXtura Soil Color soil other Sor�en(rq.) (UMA) (Mansell) Ldoetlpg (S WWre,gkmtb%aauldere. DEEP OBSERVATION HOLE LOG Hole# io mfmm adlNoefma Sa17%atdlae Sal Color spa other aorixgo fn,) (USDA) (Munsctp Wiling (Savetaro,alOnesl ttouidere Flood kmWaneeRatftA tt Above SMyortloodboundary No— Yes_y,,,, M&W00yrerboundary No!' YYe¢..,., Within I00 year fkwdbourdmy No Yes �gnth of Nadtra�v��}�g'�r,�€�I�&_MateXtal . Dees at least ftr fast of naturally occuaing parvlo s material exist in all areas observed thmughout tha area proposed for tits soil abam ptibn aystew If not,what is the depth of naturally occurring pervious mWA W? ,_......,,. I carcify that on i$r Db (data)I have passed the so>7 evaluator examination approved by the Depaltneot of Bnvironmetttal Protection and that the abovo analysia was pw farmed by ttm consistattt with . the required training,experliats and experience described In$10 CMkk 15.017, 9lgttature- E -f�"' Date Q1G$PT ICQ'BRCIrORM,DOC Town of Barnstable oF�HE T Regulatory Services Thomas F. Geiler,Director Public Health Division *, sexivs±raBt�,:,* Thomas McKean,Director 9 Mnss ` i639 �� 200 Main Street, Hyannis,MA 02601 A�•�Q4-�,10= Phone: 508-862-4644 Email: health(a,town.bamstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 July 3, 2006 Mr. Glenn Santos Town of Barnstable-Transfer Station 45 Flint Street Marstons Mills,MA 02648 Dear Mr. Santos: This letter contains information from the site visit that was held on May 25, 2006 at the Barnstable Transfer Station. Please note the problems that were previously sited under the Town of Barnstable Code 108: Hazardous Materials in this letter and read the current amendment for each,if applicable. There are orders to correct violations that will still stand as there needs to be compliance for these under the Code. PROBLEM(May 25,2006): • Non compliance with Code § 108 Section 5 (A)Storage Controls which states "liquid hazardous materials, other than gasoline,which are stored outside, shall be stored above ground in a covered container within a containment area designed to contain a minimum of 110%". ORDER(May 25,2006): • Install a containment area large enough to hold 110%of the liquid calcium chloride in the event of a spill or release. • There is a catch basin located on site that is down gradient to the 2,500 gallon tank. • The hazard of this material is due to a release and possibly entering into the catch basin on site and then draining into the retention pond. AMENDMENT(July 3,2006): • This product is not considered to be hazardous,therefore;there is no need for the 110% containment. PROBLEM (May 25,2006): • A 55 gallon drum located near the Maintenance garage had no cover on the opening and was partially full. There were no labels on the drum distinguishing its contents. ORDER(May 25,2006): • Place the drum in the Hazardous Materials shed and have a licensed hauler remove it from the site. ORDER(July 3,2006): • Please refer to order dated May 25, 2006 if this has not already been completed. PROBLEM(May 25,2006): • Propane tanks inside the Maintenance garage and right outside the building. ORDER(May 25,2006): • Ensure propane tanks are in the proper storage area on site. ORDER(July 3,2006): • Please refer to order dated May 25,2006 if this has not already been completed. On Site Inventory Total(May 25,2006) The Toxic and Hazardous Materials On-Site Inventory from May 15,2006 shows that you have approximately 4953 gallons of toxic and hazardous materials being used, stored, generated and disposed of at the Town of Barnstable-Transfer Station,45 Flint Street,Marstons Mills,MA In the Town of Barnstable Code: Hazardous Materials § Section 108-4 (A)Inventory and Registration,The Board of Health has determined that"no owner of a business,home occupation, industry,or operator of a governmental agency shall handle or store acutely hazardous materials and/or hazardous materials in the Town of Barnstable unless he/she is the holder of a registration". This license should be purchased within the next 30.days from the.Town'of Barnstable Town Offices, 200 Main Street,Hyannis,MA 02601. Please refer to the Town of Barnstable Code: Hazardous Materials § Section 6 (A-H). A Contingency Plan must be submitted with your license application. Reviewing your contingency. . plan for hazardous materials spills and related emergencies(and its location throughout the . facility)is highly recommended at this time. AMENDMENT(July 3,2006): • Due to the service that is offered to the community with the Hazardous Material Collection held at the Transfer Station,Health Director Tom McKean,has determined that it is not necessary for the Barnstable Transfer Station located at 45 Flint Street, Marstons Mills,MA to obtain an annual Hazardous Materials Permit. It is required however;to have the annual inspection to ensure there is compliance with the remainder of the Code 108: Hazardous Materials. If you have any questions about these problems,the orders and recommendations, or you need further information, guidance or assistance,please do not hesitate to contact the Public Health Division. f II Sinc rely, L lis a Par er Hazardous Materials Specialist All orders to correct Nolations of Chapter 108 of the Town of Barnstable Ordinance: Hazardous als hall be co pleted upon receipt of this letter. . McKean,RS, CHO Director of Public Health cc: Mark Ells,Director,Department of Public Works(letter only) r TOWN OF BARNSTABLE t,vl5 a pectVc,Date: /2�a/ O6 TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: __rQlT-Ul 6WQM1�- s BUSINESS LOCATION: 'q5 ': LU*iA-f -5taet 41,4f"6 1014 INVENTORY MAILING ADDRESS: " TOTAL AMOUNT: TELEPHONE NUMBER: ,4 08` 4�'D— ;3195Y I CONTACT PERSON: 611,11A rrk4cfZ5 EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: INFOR ATION/RECOMMENDATIONS: Fire District: mate o ._ Waste Transportation: Last shipment of hazardous waste: Name of Hauler• Destination: — Waste Product: Mai D Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) __._ Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts Halite 9 (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides NEW BUSED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) NO Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint &varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor&furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers I p 16 (including bleach) — :2600 S Spot removers &cleaning fluids � � _ 2c jcw`ms (dry cleaners) ' _ Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS I 3 ASTE OIL OIL FILTERS ANTIFREEZE WASTE ANITFREEZE �60 G)� , 06 ) GASOLINE ASTE GAA NMESEL FUEL W/W FLUID TF �)J 160o UA" aq I c ih YDRAULIC/ MISC. MISC. KMISC. ISC. KE FLUID COMMBUSTIBLE FLAMMABLE CORROSIVE PETROLEUM (GEAR OIL/GREASE/ G�) 5x A ulc-),N LUBRICANTS) 15 'S S cm f� �5 0 FP,+9N ACETYLENE CAR WASH CAR WASH PAINTS/ WAX DETERGENTS THINNERS oe EALANT CLEANING ATTERIES/ POISION/ OXIC C SOLVEN S BATTERY oa a o-W 5 ACID fl k'h bs - 'Wa" 10 uYl 00 anrcl YLkvv TE SOLVENT �x � � � � kA Sktk MSD --._� fi- tl' g(� � o4toyid-P, MANIFESTS 2� b A i IX mor � n� Boy- �� y au a Nei( �n��� � cy � 0 V , . ./If It �,, w& uVd Ud r� Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS ...... DBA: Town of Barstable Landfill/Transfer Station Fax 508-420-2258 i Corp Name: Mailing Address __.. .......... Location: .45 Flint Street,Marstons Mills Street: 45 Flint Street mappar: City, Marstons Mills Contact: :Glenn Santos,SW Supervisor State: Ma Telephone: 508-420-2258 Zip: 02648. Emergency: '508-354-4959 Person Interviewed: Business Contact Letter Date: 5/1/2006 _......_.. ... Category: Municipal Facility Inventory Site Visit Date: 5/15/2006 ........ _ Type: Follow Up/Inspection Date: ❑� public water ❑ indoor floor drains outdoor surface drains ❑ license required ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc ❑ currently licensed ❑ town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir — ---- --- on-site sewage ❑ indoor on-site syste ❑ outdoor onsite system date: ................................ Remarks: 4/8/96 Have metal surplus&paint storage lockers. Have a compliance: metal flammable storage cabinet. Parts cleaner maintained by Safety Satisfactory Kleen. Orders: Will recycle oil filters. 7/20/04 Onsite inventory and inspection of landfill facility garage. Very little vehicle maintenance done. Mostly done at Fleet Maint.Shop at Hwy Dept. Haz Waste stored until Jones Environmental can sort and dispose of it. Batteries taken by Exide and Cyn takes used oil. They get a lot of HW drop offs that they are not prepared or trained to handle. These are stored until Jones takes care of.them or.some other entity can lab pack c and take away. ORDERS: Label all HW containers(barrels in facility garage)as"toxic"and"hazardous waste". Obtain MSDS for hazmat products in facility garage: Contain Liquid Calcium Chloride tank with 110%containment system. Obtain a.current hazmat license for fiscal year 04-05. Sent recommendations letter to them and cc'd copy to Mark Ells. 5/15/06 alp-See above notes.Additions include: 55 gallon drum located outdoors with unknown mixture inside(remove),propane tanks indorrs(remove),propane cylinders outdoors close to blgd (remove),liquid calcium chloride storage does not have 110% containment,do have a metal rags can with lid,55 gallon drums are on individual containment,parts washer machine lid is closed,Outdoor storage for haz mat pick up-2 vented sheds,all buildings have placards available,flammable cabinets are located in the haz wasete shed, speedy dry available,recycling of lightbulbs,batteries and paint.Catch basin connected to a 24"pvc pipe that goes out to a retention pond. Catch basin located approximately 20 feet(+)away from the waste oil drop off area. Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials ❑ gty's>25 Ibs dry or 50 gals liquid but less than 111 gals gty's 111 gals or more rye ' Bslrscnpt♦on„ .._.; q .�=, bnitof_masu�es .. gasoline ( 10 gallons diesel fuel,kerosene,#2 heating oil € 1000gallons waste oil 6501gallons ......_....—....._...._..........-----------_.....___._._._....____.__.....__.............__...___..__........_._...._..__.............._.....___.__.........__........... Misc.Corrosive 10 gallons ..... .__._...__..__._. _.___.. __.___________ antifreeze(for gasoline or coolant systems) ( 681gallons other cleaning solvents 10 gallons motor oil 355fgallons misc.petroleum products:grease,lubricants Egallons Misc.Flammable 6 gallons disinfectants 55 gallons _...___.__._._._._._ ____._.............. .__._.___. ._.___...____._._____—_._.._......._...___..__.__. hydraulic fluids(including break fluid) 2 gallons — --....__.._.._........__..................._._._ ____ _ ._._...._...__................... paint,varnishes,stains,dyes I 35 gallons _.._....___.........._.__.._._.._._...._.._.......___............_...... ___.._...__,._.Batteries 6 9...,._........... .-.__._.._._�_.___._____. 1allohs Waste solvent 25 gallons Windshield Wash 1`gallons automatic transmission fluid 5 gallons .____._______ _ -__ oil filters 1101gallons Waste Transporter: Cyn Oil Fire Distract COMM Last IHW Shipment Date: 5/11/2006 ..Waste.Hauler.,Licensed: Yes ...:.................................................. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AF R DEPARTMENT OF ENVIRONMENTAL PRO y SOUTHEAST REGIONAL OFFICE up 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 608-946- MITT ROMNEY STEPHEN R.PRITCHARD Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner December 6,2005 Mr.L. Glenn Santos, Supervisor RE: BAR NSTABLE----BWP Town of Barnstable Department of Public Works 310 CMR 30.00 Solid Waste Division 45 Flint Street Marston Mills,MA 02648 DEP Facility ID#40018 NON-SE-05-9038-2 Return to Compliance Dear Mr. Santos: a The Department of Environmental Protection,Bureau of Waste Prevention is in receipt of -- your correspondence dated November 9�2005 which was submitten response to the NON - referenced above. A review of your correspondence revealed that the facility has corrected the cited violations relative to the Department's Hazardous Waste Regulations and has therefore complied with the NON referenced above,issued on October 25,2005. Q C Should you have any questions relative to the Department's Bureau of Waste Prevwlon- programs as they apply to your company,Please contact Eric Johnson at(508)946-2�2. , t � o -v Very truly yours, f 'Y l (N) f Gregg unt, Chief. rrt BWP Compliance and Enforcem nt Section HBJ,/re This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-I-800-298-2207. DEP on the World Wide Web: http://wwv.mass.gov/dep Zia Printed on Recycled Paper 2 cc: DEP-SERO ATTN: Carl Natho Regional Enforcement Office—2 copies cc: Barnstable Board of Health 200 Main St. Hyannis,MA 02601 �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AF ATRS DEPARTMENT OF ENVIRONMENTAL PRO twy SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 508 MITT ROMNEY STEPHEN R.PRITCHARD Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner October 25,2005 Mr.L. Glenn Santos, Supervisor Town of Barnstable. Department of Public Works Solid Waste Division �45 Flint Street' 'Marstons Mills, Massachusetts'02648 Re: NOTICE OF NONCOMPLIANCE: NON-SE-05-9038-2 Noncompliance with M.G.L. Chapter 21C and 310 CMR 30.00 DEP Facility ID#400.18 At: Town of Barnstable y Department of Public Works Solid Waste Division ca { 45 Flint Street Marston Mills,MA 02648 e Dear Mr. Santos: t:a Enclosed please find a Notice of Noncompliance,an important legal document. rn Department personnel conducted a BWP multi media inspection and have observed or determined that on September 29,2005, activity occurred at the Barnstable Transfer Station in noncompliance with one or more laws,regulation, orders,licenses,permits,or approvals enforced by the Department. OPPORTUNITIES FOR REDUCING THE FACILITY'S ENVIRONMENTAL IMPACT By modifying the facility's processes and/or waste generation practices, you maybe able to, reduce or eliminate the environmental regulatory requirements and fees that apply to this facility. These can include requirements to notify DEP, obtain DEP permits or other approvals,manage This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep Printed on Recycled Paper I 2 wastes in specific ways, and file reports on your operations with the agency. In addition,these options may improve your product quality and/or process efficiency, and save money. Implementing these options may assist or contribute to correcting the violations described above. In addition, tracking the facility's use of hazardous substances and reviewing that data periodically may lead to the identification of additional opportunities to reduce the quantity and toxicity of materials used, and of hazardous wastes generated. For information on reducing hazardous chemical use and/or waste generated, you may contact: • The Office of Technical Assistance(617-626-1060)for free, CONFIDENTIAL technical assistance including on-site assessments, financial evaluations,the handbook"The Practical Guide to Toxics Use Reduction", and other resources. • The Toxics Use Reduction Institute(978-934-3275)for courses for certified"Toxics Use Reduction Planners". • DEP's Toxics Use Reduction Program (617-292-5982)for guidance material on the Toxics Use Reduction Act requirements. If you have any questions regarding this matter,please contact Eric Johnson of this office at(508) 946-2820. Very truly yours, Gregg M.Hunt,Chief BWP Compliance and Enforcement Section H/EJ/re CERTIFIED MAIL#7004 2510 00001857 0763 cc: DEP-SERO ATTN: Carl Natho Regional Enforcement Office(2 copies) Barnstable Board of Health 200 Main St. Hyannis,MA 02601 ec: DEP—Boston ATTN: William McGowan,MA Office of Technical Assistance f NOTICE OF NONCOMPLIANCE THIS IS AN IMPORTANT NOTICE, FAILURE TO TAKE ADEQUATE ACTION IN RESPONSE TO THIS NOTICE COULD RESULT IN SERIOUS LEGAL CONSEQUENCES. Based on the Department's investigation on September 29,2005,noncompliance occurred or was observed at the Barnstable Transfer Station in noncompliance with one or more laws, regulations, orders,licenses,permits or approvals enforced by the Department. This Notice of Noncompliance describes(1)the requirement violated, (2)the date and place the Department asserts the requirement was violated, (3) either the specific actions which must be taken in order to return to compliance or direction to submit a written proposal describing how and when you plan to return to compliance, and(4)the deadline for taking such actions or submitting such a proposal. If the required actions are not completed by the deadlines specified below,an administrative penalty may be assessed for every day after the date of this Notice that the noncompliance occurs or continues. The Department reserves its rights to exercise the full extent of its legal authority in order to obtain full compliance with all applicable requirements, including,but not limited to, criminal prosecution, civil action including court-imposed civil penalties, or administrative action, including administrative penalties imposed by the Department. NAME OF ENTITY(S)IN NONCOMPLIANCE: Barnstable Transfer Station.,Facility ID#40018 LOCATIONS)WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: 45 Flint Street Marstons Mills,MA 02648 DATE(S)WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: September 29,2005 DESCRIPTION OF NONCOMPLIANCE: The Department's investigation shows that your company violated the following requirements: A. Hazardous Waste 1. The inspection revealed that the Barnstable Transfer Station (BTS) has a status of that of a Large Quantity Generator(LQG) of hazardous waste. As a LQG, BTS is required to file hazardous waste biennial reports. The inspection revealed that BTS failed to file in 2004 for 2003 activity in violation of 310 CMR 30.332. The regulation states: "(1) A Large Quantity Generator, as described in 310 CMR 2 30.340(1), who transports or offers for transportation any hazardous waste off the site of generation shall prepare and submit a copy of a Biennial Report to the Commissioner by March 1st of each even-numbered year. The Biennial Report shall be submitted in compliance with 310 CMR 30.006 on EPA Form 8700-13A. The report shall cover activities during the previous calendar year and shall include at least the following information: (a) The EPA identification number,name and address of the generator; (b) The calendar year covered by the report; (c) The EPA identification number, name and address of each off-site facility in the United States to which hazardous waste was sent during the year•, (d) The name and EPA identification number of the transporters used during the reporting year for shipments to an off-site facility within the United States; (e) A description, EPA hazardous waste number, DOT hazard class, and the quantity of each hazardous waste sent to an off-site facility within the United States. This information shall be listed by the EPA identification number of each such off-site facility to which waste was sent. (f) A description of the efforts undertaken during the year to reduce the volume and toxicity of waste generated. (g) A description of the changes in volume and toxicity of waste actually achieved during the year in comparison to previous years going back to 1984. This comparison shall also be made to years prior to 1984 to the extent such information is available for years prior to 1984. (h) The information described in 310 CMR 30.104(3)(b)2.g.(iii) and 310 CMR 30.104(3)(d)2.f.(iii) on the waste involved in any treatability or research studies. (i) The certification signed by the generator or-authorized representative in compliance with 310 CMR 30.009." 2. On October 25, 2002, BTS notified the Department as being a LQG of hazardous waste and was issued the permanent EPA ID# MAR00050900. However, for hazardous wastes shipped under manifest in 2003 and 2004, the temporary ID# MP5084202258 was used and for waste oil'shipments in 2003,2004 and 2005,the ID# NW5084289242 was used on manifests in violation of 310 CMR 30.311. The regulation states: "(1) A generator who transports, or offers for transportation, hazardous waste for off-site treatment, storage, disposal or use, shall ensure that all required information has been provided in a complete and accurate manner and in compliance with 310 CMR 3 0.3 10 before the waste is transported off-site. Failure to complete any applicable portion of the manifest in compliance with 310 CMR 30.000 and the directions on the manifest shall be a violation of M.G.L. c. 21C and of 310 CMR 30.000." 3. The inspection revealed that there were a few #6 (generator to state) copies of hazardous waste manifests that had not been'mailed in violation of 310 CMR 30.313(3). The regulation states: "(3) Copy 6 shall be: (a) signed by the generator and transporter, and then r E� 3 (b) within ten days of the date the shipment begins,transmitted by the generator to the appropriate agency of the State in which the facility is located. If the facility is located in Massachusetts, the generator shall transmit this copy to the Department." 4. BTS is authorized to accept hazardous waste from Very Small Quantity Generators (VSQG). However, BTS failed to sign and retain a copy of the required paper to acknowledge acceptance and receipt of the hazardous waste. This is in violation of 310 CMR 30. 353(9). The regulation states: "(9) A Very Small Quantity Generator shall prepare shipping papers if a hazardous-waste manifest does not accompany a shipment of hazardous waste. The shipping papers shall identify the generator of the hazardous waste being transported, the quantity and name of the hazardous waste being transported, and the destination to where the hazardous waste is being transported. The Very Small Quantity Generator shall present two copies of the shipping papers together with the hazardous waste being shipped to the person receiving the material. The person receiving that material shall mark the two copies of the shipping papers provided with the date the delivery was accepted. Both the person receiving the material and the Very Small Quantity Generator delivering the material shall sign both copies of the shipping papers to acknowledge acceptance of the materials described. The person receiving the material and the Very Small Quantity Generator delivering the material shall each keep one copy of the signed shipping papers in their records for at least three years after possession of the material is transferred from the Very Small Quantity Generator to the person - _- receiving the material. Such records shall be furnished upon request of; and made available at all reasonable times for inspection by, any duly designated officer, employee, or representative of the Department or of the EPA." ACTION(S)TO BE TAKEN AND THE DEADLINE FOR TAKING SUCH ACTION(S): The following action(s)to be taken have individual deadlines associated with them. Your facility shall take the necessary steps to correct the violations within the specified deadlines as noted and shall return to compliance with the requirements described below. The Department's regulations at 310 CMR 5.09 presume receipt of this Notice of Noncompliance,if delivered by regular mail,three business days after its date of issuance. Furthermore,your facility shall submit a written response within fifteen (15)days of receipt of this Notice, acknowledging receipt of this Notice,describing the actions already taken, and describing actions intended to be taken in order to achieve and maintain compliance with the Regulations. A. Hazardous Waste 1. Within 45 days of receipt of this Notice, comply with 310 CMR 30.332 with respect to filing the hazardous waste biennial report for 2003. 4 2. Immediately upon receipt of this Notice, comply with 310 CMR 30.311 with respect to using the proper generator hazardous waste ID#on manifests. 3. Immediately upon receipt of this Notice, comply with 310 CMR 30.313(3) with respect to mailing all retained#6 manifest copies to the destination state. 4. Immediately upon receipt of this Notice, comply with 310 CMR 30.353(9) with respect to signing and retaining copies of VSQG shipping papers. Please address your reply to this Notice of Noncompliance to the undersigned at the letterhead address. Date: 04 o'C— By: 14�� Gregg M.Hunt, Chief BWP Compliance and Enforcement Section Stearns &Wheler LLC 255 Stevens Street P.O.Box 975 Environmental Engineers and Scientists Hyannis,MA 02601 tel. (508) 790-1707 fax. (508) 790-2707 web. www.stearnswheler.com November 3, 2004 Mr. David Ellis, Section Chief Division of Solid Waste Management Department of Environmental Protection SERO 20 Riverside Drive Lakeville,MA 02347 RE: Town of Barnstable Solid Waste Transfer Station Semi-Annual Inspection Report for Fall 2004 Dear Mr. Ellis, Enclosed please find the Semi-Annual Transfer Station and Landfill Cap Inspection Report for Fall 2004 as required by Condition 9 of the Department of Environmental Protection's (DEP) Transfer Station Modification Approval Letter, dated October 10, 2000. Please review the Report and let us know if you have any questions or comments. I Very Truly Yours, ST ARNS & WHELER,,LLC Nathan C. Weeks, P.E. Associate NCW/ Enclosure cc: Glenn Santos, Town of Barnstable with Encl. JA20206 Barnst LF Monitorring\LF Inspection Work\Ellis 11-3-04.doc Stearns&Wheler Companies Connecticut Maryland Massachusetts New Hampshire New York North Carolina Virginia i iBARNSTABLE SOLID WASTE DIVISION SITE SEMI ANNUAL INSPECTION REPORT Report October 2004 ' Stearns & Wheler, LLC iThe Town of Barnstable (Town) Solid Waste Transfer Station and Capped Landfill (Solid Waste Division Site) was inspected by Stearns & Wheler on October 29, 2004 as a requirement of the ' October 10, 2000 Department of Environmental Protection (DEP) Approval Letter (Condition 9) for the 2001 Transfer Station Modifications. The purpose of this Semi Annual Inspection Report is to provide project background and an ' overview of the operations and conditions of the Transfer Station and the Capped Landfill site. The two attached inspection forms summarize the findings of the inspection of the Transfer ' Station and the-Capped Landfill. The attached As-Built drawing dated January 8, 2004 illustrates the Barnstable Solid Waste Site ' as it currently exists. ' The Landfill cap is in good shape. There is a vigorous vegetated layer on top of the cap, which prevents erosion. The cap was mowed in the spring and fall of 2004, which has alleviated past ' grass matting problems. Late summer mowing has been recommended to avoid matting in the future. ' Groundwater and gas monitoring reports were last.submitted on September 30, 2004 and October 15, 2004 respectively, and the next groundwater and gas reports are scheduled to be submitted in December 2004. ' The Barnstable Solid Waste Division Site has several permitted and proposed uses that are identified below. 20206.5 Town of Barnstable Solid Waste Division Site 1 Semi-Annual Inspection Report,October 2004 Stearns paWheler ' Companies 1. Wastewater Treatment Facility Biosolids Management. The site has been permitted for stockpiling, blending and land application of lime stabilized biosolids from the ' Hyannis Water Pollution Control Facility (WPCF). These permits (BRP WP 28, 29, 30) have been provided through DEP Transmittal Numbers 106131, 115182, 138219, 106131, 115181, 139161, 136211, 106005, and 139071. The most recent permit application to DEP was an Application for Approval of Suitability (BRP WP 29, ' Transmittal No. 136211) for biosolids that may need to be managed on the site in an emergency situation if the Town's contracted biosolids disposal (liquid sludge disposal at ' a regional facility) is not possible in the future. This permit application was not approved by DEP due to "the nature of the proposed generation and usage, on an emergency basis" (DEP draft letter dated July 26, 2000). It is understood that any biosolids managed at the site will need to be permitted on a batch basis if an emergency situation with biosolids disposal occurs. No emergency conditions have occurred since July 2000. 1 2. Catch Basin Cleanings Beneficial Use Determination. The site has been permitted for the beneficial reuse of Catch Basin Cleanings (CBC) collected in Barnstable. (Approval with conditions dated November 13, 2000; DEP Transmittal No. 205842). Discussions ' and meetings have been held with Allen Hemberger of DEP's staff to review plans and procedures for stockpiling and sampling the CBC. This material was approved in DEP's letter dated October 8, 2002. The Town has formed a berm on the west side of the Type B Cap as proposed, and the Town is currently stockpiling additional catch basin cleaning material for the extension of this berm. 3. Household Hazardous Waste Collection Center Approval. The Town Solid Waste Division Site received DEP approval to become a Household Hazardous Waste Collection Center for the Towns of Barnstable and Yarmouth. Information on this designation and approval was attached at the end of the December 2002 semiannual ' report. ' The site has had numerous collection days since its first collection day in January 2003. The collection area has been inspected by the Fire Department Inspector. i ' 20206.5 Town of Barnstable Solid Waste Division Site 2 Semi-Annual Inspection Report,October 2004 Stearns&Wheler ' Companies 1 Semi annual groundwater monitoring results and quarterly landfill gas monitoring results have been submitted to DEP on a regular basis. The last bi-annual monitoring report was submitted to ' DEP in July of 2004. ' The next semi-annual inspection is planned for spring of 2005. ' Photographs of the capped landfill and the Transfer Station Area are attached. WI �. o 1 R. � 20206.5 Town of Barnstable Solid Waste Division Site 3 AS Semi-Annual Inspection Report,October 2004 Stearns&Wheler 1A20206 Ba,.LF Monito ing\LF Inspection Work\0ctobe,,04 InspeW n.doc Companies L Report Figures 1 1 1 1 1 i 1 i 1 1 1 1 � Inspection Forms Il II INSPECTION FORM BARNSTABLE TRANSFER STATION 1 BARNSTABLE,MASSACHUSETTS The following items will be filled out completely by the Inspector at the time of the inspection. 1 Date: A� Sl Zooti 1 Inspector's Name(Printed): tAppl Iya�lna� �` ,S Weather: 1 Temperature: �,s Most Recent Precipitation Event: ' Date: Quantity of Precipitation: 1 GATE/SECURITY ISSUES Item Condition Are repairs needed? Comments 1 Entrance Gate: NO G ,s U �FXD�f2MIAPA/{'� 1 Attendant's Shed: Other: 1 STORMWATER MANAGEMENT STRUCTURES AND ROADS Item Condition Are repairs needed? Comments 1 Swales: /vo Catch Basins: L( Cr a 1 Infiltration Basins: u 1 Integrity of Transfer Station Roadway/Surface: Access Road: f� ' MSW Transfer: it �r rr Recycling Area: Composting Area: u rr cc 1 1 � INSP ECTION FORM BARNSTABLE TRANSFER STATION ' BARNSTABLE, MASSACHUSETTS MSW WASTE TRANSFER AREA Item Yes/No Location Comments COMPACTORS AND ROLL-OFFS Physical Condition of Compactors &Roll-Offs Containers: 1 Holes/cracks in container? /JV Evidence of excessive rust/decay? w �, Cover of the Compactors &Roll-Offs: Does the compactors and equipment have the required cover? Yes Does the cover appear to work ' properly? M t� Equipment Foundation: Is the equipment to Gated on a pavement covered surface? ' Is the pavement cracked or damaged? Is surface under the roll-off stable? 0 ' Run-Off: Standing water on the ground surface? u ' Staining on the ground surface? o u � Waste Storage: Is waste stored outside of the compactors and roll-off containers? r �� Is waste stored within 100 feet of Property Line? a << 2 i� INSPECTION FORM BARNSTABLE TRANSFER STATION BARNSTABLE,MASSACHUSETTS HOUSEHOLD RECYC LING AREAS Item Yes/No Location and/or Comments ROLL-OFFS Physical Condition of Roll-Offs Containers: Holes/cracks in container? �a L' Evidence of excessive rust/decay? u Cover of the Roll-Offs: Do the roll-Offs have the required cover? Does the cover appear to work u ` properly? u ' Roll-Off Foundation: ' Is the equipment located on a pavement covered surface? —= u Is the pavement cracked or damaged? /Jo l� Is surface under the roll-off stable? u �` Run-Off- Standing water on the ground surface? 00 Stainingon thesurface? ground Aw i mk �t ' Waste Storage: ' Is waste stored outside of the roll-off containers? Iva e� Is waste stored within 100 feet of -- Property Line? NJ o ---_ u t 3 INSPECTION FORM BARNSTABLE TRANSFER STATION BARNSTABLE,MASSACHUSETTS WASTE HANDLING AREA(continued) I ' Item Comments LEAF& YARD TVASTE DROP OFF AND COMPOSTING AREA Windrow Description and p Condition: ' Type of windrows S44zan'6 V� a5r Cootpaw Windrow volume (total) yG� 2Yoo ' Typical win drow ndrow dimensions (W x L x H) 97'x $y',, $' Z7'x 67 ' Compost Description and Condition: Number of stockpiles? / Compost volume total? ((p0 �aoo c 0FOO ' Windrow and Pile Condition: ' Pavement Area Condition: Drop-Off Area Condition: a o®� 1 Run Off, ' Standing water on the ground surface? 0 Staining on the ground surface? T nn„K ' Waste Storage: Is waste stored within 100 feet of ' Property Line? �o ' 4 INSPECTION FORM ' BARNSTABLE TRANSFER STATION BARNSTABLE,MASSACHUSETTS ' MISCELLANEOUS Item Yes/No Other Comments MISCELLANEOUS: ' Complaints by Abutters: ' Evidence of Illegal Dumping: ti ' Evidence of Illegal Access: Evidence of Vandalism: A'_ '�'' R' Evidence of odors: vO �D Sign Posted: lcs ' Displays days, hours, Limitations, etc. � Other: ' 1To lv ktFu lrin S l- 0 Photographs Taken During Inspection: ' Picture No. Description of Photo aph �o I IoW i I Inspector's Signature: Date: ' JA20206 Barnst LF Monitoring\LF Inspection Work\Barn Insp Form.doc 5 $, n w , , j - �•_ t. �.J- •�' -.. 9 't.. . .. � �_ y% •5 -- _ - � + -tea. _ .. ' 3 r s. . v t iv ' 2 1 _ _ _ . __ - _--- __� � ..- _ � _. 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Other ' Erosion and sedimentation Control I. Access Road ✓ 2. East Slopes & Swales ✓ 3. South Slopes & Swales _,ry 4. West Slopes & Swales V 5. North Slopes & Swales _y 6. Top of Landfill 7. Perimeter Ditches ' S. storm water Basins ✓ 9. Other ' Groundwater & Landfill Gas Moni oring System 1. Wells Marked and Locked 2. Well Seals Intact �— ' 3. Any Signs of Vandalism Aly 4. Datc of Last sampling W— 9 30. Y Gas 7 r2roy S. LEL Exceeded During Last Sampling? ' 6. other Landfill Gas (LFG) venting System ' 1. Are vents Accessible to Public? d}� 2. Bas Settlement Affected ' vents? A9 3. Evidence of LFG venting? o 4. Evidence of LFG Odors? Ak 5. LFG Cutoff Trenches reciw,4w Vegis wek U 6. Other Landfill Gas Collection system ' 1. Is System Operating A� Properly tv� Ac�� Gas cof eAO, 2. Are All Wells operating_ PA ' 3. Are Collection Lines Draining Properly r 4. Any Signs of Condensate Buildup 5. Any Signs of Vandalism ' 6. Are Manholes Locked and Tagged for Proper Entry a SWMID:001-91-G;Rev.9/93 LAC Guidance Page A-68 7. is Fla me Visible from Flare MA 8. Date of Latest Compliance Testing w 9. Are odors Evident 10. Energy Recovery System �, ' 11. Average Daily output L 12. Other Leachate Collection System �. 1. Site Lined or Unlined 2. Type Leachate Treatment ' (a) Holding Tank(s) �a (b) Lagoon(s) (c) WWTP Connection (d) Leachate Disposal Site 3. Leachate Quantity n�A 4. Are Manholes Locked i Tagged for Proper Entryi 5.. Is Leachate Flowing Freely/Pumping Properly (JA 6. Date of Last Sampling ki 7. Date of Last. Flow Reading Are Odors Evident N 9. other Settlement — •��� �t.�ac.1�e� .��ai� , Y►C1c}_ l a�� 1. Are Settlement Platforms and Benchmarks Intact 2. Date of Last Settlement Reading/Survey 3. Is Ponding Occurring on ---- Cap or in Swales (�o ' 4. Is LF Top maintaining Proper Grades yQ S 5. Other Other 1. Complaints by Abutters ' 2. Signs of Illegal Dumping 3. Signs of Illegal Access 4. Wildlife Damage �9c 5. Vegetative Distress « ' 6. Wetlands Impacts N 7. Surface aster Monitoring G, 8. Describe End use � ( Activity C�toSu�. Qik 44ej -see 9. Other . imw.4 4a> ►VWS'fu(( 40 otfcx, 2vaa' GJVtee�,e,rrs av{ SWMID:001-91-G;Rev.9/93 LAC Guidance Page A-69 t Nate Weeks ' From: Santos, Glen [Glen.Santos@town.barnstable.ma.us Sent: Wednesday, October 13, 2004 10:58 AM ' To: Nate Weeks; Giordano, Mark Cc: Breault, Roland; Ells, Mark Subject: Elevation of hills ' Nate, The Town Survey crew checked the elevations of the hills. Please include this with the first landfill inspection report for this FY. Date North Hill South Hill 11-21-97 140.12 117.51 ' 04-30-02 138.00 116.04 ' 09-30-04 137.17 115.40 j 1 w c Town of Barnstable �114E t Regulatory Services Thomas F. Geiler,Director Public Health Division BARNSTABLE, Thomas McKean,Director 9 MASS. 1 .59. $' 200 Main Street, Hyannis,MA 02601 iOrFn Mop°i Phone: 508-862-4644 Email: health(a,town.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—5:00 July 22, 2004 Town of Barnstable Solid Waste Division Attention: Glenn Santos, Supervisor 45 Flint Street Marstons Mills,MA 02648 Dear Mr. Santos: Thank you for your time and cooperation during your annual hazardous materials inventory and:, site visit on July 20, 2004. This letter contains information from that visit that will help the.Town of Barnstable Solid Waste Division become compliant with Article 39 of the Town of Barnstable. Ordinance: Control of Toxic and Hazardous Materials. Enclosed is a copy of the Toxic and:' Hazardous Materials On-Site Inventory form from your site visit. Please note the problems and their corresponding orders/recommendations listed below: Problem: Approximately 1,250 gallons of liquid calcium chloride is stored in a large plastic tank outdoors. with no secondary containment of up to 110% and no roof to protect it from the elements. There are no nearby provisions to contain an accidental release. Order: • Please comply with the Town of Barnstable Ordinance: Article 39, Section 5-1 aud3-2- (copy enclosed)which states that all hazardous materials stored outside must have 110% containment and a roof to conceal them from the elements, leakage, accidental damage and vandalism. • Section 5-4 of Article 39 also states, "Road salts and other chemicals used for ice and snow removal shall be contained in a structure that provides protection from the elements. The structure shall be constructed in such a way to prevent a release and to prevent leachate from contaminating the groundwater and surface waters." • A lock out/tag out system is recommended for the valve on this tank. • Spill response equipment must be made available near this tank(Section 5-2,Article 39). • If the protection described cannot be provided,the tank must be moved indoors immediately. When stored indoors,the tank must be placed on an impervious surface (concrete floor), away from any open drains. Problem: The transfer station shop area has accumulated stains and residue (in the rear of the shop). This is not from water spills,but from petroleum products spilling or being leaked onto the floor. Order: Please use more absorbent in addition to secondary containment when handling hazardous materials (petroleum products)in this area. Problem: The hazardous waste drums in the transfer station shop do not indicate the level of health hazard they can have. Order: Please label ALL hazardous waste containers,barrels and tanks, "TOXIC"and"HAZARDOUS WASTE", in addition to the type of waste contained. Problem: Shop rags are scattered throughout the transfer station shop area. This is a fire hazard and a serious safety issue,particularly if there is any smoking in the shop area. Order: Used shop rags which contain any petroleum residue must be contained at all times in a metal shop rag can with a metal lid(located in this shop). These rags should be laundered professionally and not disposed of as solid waste. Problem: There is incomplete access to the Solid Waste Division's Material Safety Data Sheets containing physical characteristics, flammability,reactivity,toxicity,emergency response procedures and the health and safety hazards of all chemical-based products used/stored/handled in the shop area. Order: Section 4-2 of Article 39 requires all businesses and facilities in the Town of Barnstable to make'. these available upon request of the Health Department and/or the Fire Department. Please obtain a thorough record of MSDS for all chemical-based products used/stored/handled at the transfer station shop. The Toxic and Hazardous Materials On-Site Inventory from July 20th shows that you have approximately 4,550.5 gallons of toxic and hazardous materials being used, stored, generated,and disposed of at the Town of Barnstable Solid Waste Division. The Board of Health has determined that the using, storing, generating and disposing of over l 11. gallons of hazardous materials per month requires businesses and municipal facilities in the Town of Barnstable to obtain an annual license/permit. The Solid Waste Division's permit for fiscal year 2004-2005 should be purchased within the next 30 days. Please refer to the enclosed license application for more information on how and where to purchase a license. Why are these recommendations being made for Solid Waste Division? • This information is intended to educate you, a facility operator in the Town of Barnstable,in order to keep your operation in compliance with local, state and federal toxic and hazardous materials laws so that you can avoid future regulatory, legal and possibly, financial problems. • Complying with the Control of Toxic and Hazardous Materials ordinance(Article 39)can prevent contamination of Barnstable's existing and future drinking water supply and prevent environmental contamination which can bankrupt site owners,lower or destroy land values, drive out residents and industry, depress local economies and endanger public health. As a follow up to the site visit and inventory completed on July 20, 2004, a representative from the Public Health Division will re-visit your facility during the next thirty days to further advise you on your compliance and what is required to pass your annual inspection. If you have any questions about these problems and/or their recommendations, or you need further information, please do not hesitate to contact me at the Public Health Division. Sincerely, Thomas A. McKean,RS,CHO Director of Public Health enc. On-Site Inventory(copy) Application for Hazmat Permit Article 39: Control of Toxic and Hazardous Materials cc: Marks Ells,Director of Public Works,Town of Barnstable Date: 77 / Fo/ o y TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: <7_074_� e— 1�R� BUSINESS LOCATION: Zb 0S INVENTORY MAILING ADDRESS: �� TOTAL AMOUNT: TELEPHONE NUMBER: :5_� g L{20 2-12—S £9 �.S�ac7. S�o�t�f 0"-S CONTACT PERSON: &(e nn Sa,�► S _ Sv�P raia'�s-� EMERGENCY CONTACT TELEPHONE NUMBER: 4-(CJ_5-9 MSDS ON SITE? f TYPE OF BUSINESS: g° f INFORMATION/RECOMMENDATIONS: & Fire District: w S �PiY12 ! �a/1'1/1'1 Waste Transportation: Last shipment of hazardous waste: 2.Zoos/ Name of Hauler• �=w. �Vestination: Waste Product: 011, 14 14 W Licensed? es No NOTE:-,,Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) Misc. Corrosive CvNEW USED Cesspool cleaners Au matic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) 9 Hydraulic fluid (including brake fluid) Refrigerants LZ Motor Oils Pesticides ,3(0 NN W C���aD (insecticides, herbicides, rodenticides) aif Gasne, Jet fuel, ' tion gas Photochemicals (Fixers) 4,0 1 Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Li Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) 10,a,4NEW USED Any other products with "poison" labels Paint &varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor &furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers oej,« --7 (including bleach) Spot removers &cleanina fluids 2.3 Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Town of Barnstable THE t Regulatory Services �'b� Thomas F. Geiler,Director Public Health Division * BARNSrABLE, Thomas McKean,Director 9 MASS. g gj 1639. 200 Main Street, Hyannis,MA 02601 ArFD 1�AA'i A Phone: 508-862-4644 Email: healthAtown.barristable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—5:00 July 22, 2004 Town of Barnstable Solid Waste Division Attention: Glenn Santos, Supervisor 45 Flint Street Marstons Mills,MA 02648 Dear Mr. Santos: Thank you for your time and cooperation during your annual hazardous materials inventory and site visit on July 20,2004. This letter contains information from that visit that will help the Town of Barnstable Solid Waste Division become compliant with Article 39 of the Town of Barnstable Ordinance: Control of Toxic and Hazardous Materials. Enclosed is a copy of the Toxic and". Hazardous Materials On-Site Inventory form from your site visit. Please note the problems and their corresponding orders/recommendations listed below: Problem: Approximately 1,250 gallons of liquid calcium chloride is stored in a large plastic tank outdoors with no secondary containment of up to 110%and no roof to protect it from the elements. There are no nearby provisions to contain an accidental release. Order: • Please comply with the Town of Barnstable Ordinance: Article 39, Section 5-1 (copy enclosed)which states that all hazardous materials stored outside must have 110% containment and a roof to conceal them from the elements,leakage, accidental damage and vandalism. • Section 5-4 of Article 39 also states, "Road salts and other chemicals used for ice and snow removal shall be contained in a structure that provides protection from the elements. The structure shall be constructed in such a way to prevent a release and to prevent leachate from contaminating the groundwater and surface waters." • A lock out/tag out system is recommended for the valve on this tank. • Spill response equipment must be made available near this tank(Section 5-2,Article 39). • If the protection described cannot be provided,the tank must be moved indoors immediately. When stored indoors,the tank must be placed on an impervious surface (concrete floor), away from any open drains. Problem: The transfer station shop area has accumulated stains and residue (in the rear of the shop). This is not from water spills,but from petroleum products spilling or being leaked onto the floor. Order: Please use more absorbent in addition to secondary containment when handling hazardous materials (petroleum products)in this area. Problem: The hazardous waste drums in the transfer station shop do not indicate the level of health hazard they can have. Order: Please label ALL hazardous waste containers,barrels and tanks, "TOXIC"and"HAZARDOUS WASTE",in addition to the type of waste contained. Problem: Shop rags are scattered throughout the transfer station shop area. This is a fire hazard and a serious safety issue,particularly if there is any smoking in the shop area. Order: Used shop rags which contain any petroleum residue must be contained at all times in a metal shop rag can with a metal lid(located in this shop). These rags should be laundered professionally and not disposed of as solid waste. Problem: There is incomplete access to the Solid Waste Division's Material Safety Data Sheets containing physical characteristics,flammability,reactivity,toxicity,emergency response procedures and the health and safety hazards of all chemical-based products used/stored/handled in the shop area. Order: Section 4-2 of Article 39 requires all businesses and facilities in the Town of Barnstable to make these available upon request of the Health Department and/or the Fire Department. Please obtain a thorough record of MSDS for all chemical-based products used/stored/handled at the transfer . station shop. The Toxic and Hazardous Materials On-Site Inventory from July 20th shows that you have'. approximately 4,550.5 gallons of toxic and hazardous materials being used, stored, generated,and disposed of at the Town of Barnstable Solid Waste Division. The Board of Health has determined that the using,storing, generating and disposing of over I I I gallons of hazardous materials per month requires businesses and municipal facilities in the Town of Barnstable to obtain an annual license/permit. The Solid Waste Division's permit for fiscal year 2004-2005 should be purchased within the next 30 days. Please refer to the enclosed license application for more information on how and where to purchase a license. Why are these recommendations being made for Solid Waste Division? • This information is intended to educate you,a facility operator in the Town of Barnstable,in order to keep your operation in compliance with local, state and federal toxic and hazardous materials laws so that you can avoid future regulatory, legal and possibly, financial problems. • Complying with the Control of Toxic and Hazardous Materials ordinance (Article 39)can prevent contamination of Barnstable's existing and future drinking water supply and prevent environmental contamination which can bankrupt site owners,lower or destroy land values,drive out residents and industry, depress local economies and endanger public health. As a follow up to the site visit and inventory completed on July 20,2004, a representative from the Public Health Division will re-visit your facility during the next thirty days to further advise you on your compliance and what is required to pass your annual inspection. If you have any questions about these problems and/or their recommendations, or you need further information, please do not hesitate to contact me at the Public Health Division. Sincerely, Thomas A. McKean,RS, CHO Director of Public Health enc. On-Site Inventory (copy) Application for Hazmat Permit Article 39: Control of Toxic and Hazardous Materials cc: Marks Ells,Director of Public Works,Town of Barnstable . I f�toF p�pys, Page: 1 M CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 6/11/2004 Report Prepared For: Lindsey Order No.: G0425305 Steams&Wheler, LLC P O Box 975 Re: Barnstable Landfill Hyannis, MA 02601 ! Laboratory ID#: 0425305-01 Description: Water-Monitoring Wells Sample#: D-1 Sampling Location DEN-BR-12 Collected: 5/26/2004 i ! Collected by: K Williams Received: 5/27/2004 i Test Parameters i ITEM RESULT UNITS RL MCL Method# Tested LAB: Microbiology Fecal Coliform 30 CFU/100 mL 0 0 401 5/27/2004 Laboratory ID#: 0425305-02 Description: Water-Monitoring Wells Sample#: D-2 Sampling Location DEN-BR-11 Collected: 5/26/2004 Collected by: K Williams Received: 5/27/2004 j I Test Parameters ITEM RESULT UNITS RL MCL Method# Tested LAB: Microbiology I Fecal Coliform 15 CFU/100 mL 0 0 401 5/27/2004 Approved Ely: , ab Director) RECEIVED JUN 17 2004 TOWN OF SA NS-T BLE HEALTH RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 t� -, z - ��� � Page: 1 CERTIFICATE OF ANALYSIS �sss stir; Barnstable County Health Laboratory .nrtiL.• �s `' Report Dated: 6/16/2004 �*ECEI y E® Report Prepared For: Lindsey Order No.: G042 712 1 2004 Stearns&Wheler,LLC P O Box 975 Re: Barnstable Landfill TObVl\' jF BARNSTABLE ;EALTH DEPT. Hyannis, MA 02601 i Laboratory ID#: 0425071-01 Description: Water-Monitoring Wells Sample#: 12A Sampling Location DENBR-12 Collected: 5/9/2004 Collected by: N Howe Received: 5/10/2004 i ' I i Test Parameters i ITEM RESULT UNITS RL MCL Method# Tested LAB: Microbiology i Fecal Coliform 10 CFU/100 mL 0 0 401 5/10/2004 Laboratory ID#: 0425071-02 Description: Water-Monitoring Wells Sample#: 11A Sampling Location DENBR-11 Collected: 5/9/2004 Collected by: N Howe Received: 5/10/2004 I Test Parameters ITEM RESULT UNITS RL MCL Method# Tested LAB: Microbiology Fecal Coliform 130 CFU/100 mL 0 0 401 5/10/2004 I Laboratory ID#: 0425071-03 Description: Water-Monitoring Wells Sample#: 16A Sampling Location DENBR-16 Collected: 5/9/2004 Collected by: N Howe Received: 5/10/2004 Test Parameters ITEM RESULT UNITS RL MCL Method# Tested LAB: Microbiology Fecal Coliform 50 CFU/100 mL 0 0 401 5/10/2004 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 I ( ` •• '`�bF HAs��` CERTIFICATE OF ANALY "' Page: z IL b � Barnstable.County Health Laboratory Report Dated: 6/16/2004 JUN 2 12004 Report Prepared For: Lindsey Order.No.: T64Q5071 HE Stearns&Wheler,LLC P O Box 975 Re: Barnstable Landfill Hyannis, MA 02601 Laboratory ID#: 0425071-04 Description: Water-Monitoring Wells Sample#: 14A Sampling Location DENBR-14 Collected: 5/9/2004 Collected b N Howe y: Received: 5/10/2004 � Test Parameters i ITEM RESULT UNITS RL MCL Method# Tested LAB: Microbiology Fecal Coliform 300 Cry/loo mL 0 0 401 5/10/2004 Approved By: Director) RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 ' OMB#:2050-0024 Expires 10/31/2007 L THE D FORM United States Environmental Protection Agency : RCRA SUBTITLE C SITE IDENTIFICATION FORM - 2005 e EPA te Office. 1.Reason for Submittal A. Reason for Submittal: (see instructions on ❑ To provide initial notification(to obtain an EPA ID Number for hazardous waste,universal waste or used oil page 9) activities). To provide subsequent notification(to update site identification information). ❑ As a component of a First RCRA Hazardous Waste Part A Permit Application. MARK ALL BOX(ES) ❑ As a component of a Revised RCRA Hazardous Waste Part A Permit Application (Amendment# ) THAT APPLY a As a component of Hazardous Waste Report. 2. Site EPA ID Number EPA ID Number: (see instructions on page MAC 3 0 0 0 01617 10) 3. SiteName(see Site Name: Town of Marttons Mills Transfer Station instructions on page 11) 4. Site Location Street Address: 45 Flint Street Information(see instructions on page 10) City,Town or Village: Marstons Mills State: MA County Name: BARNSTABLE Zip Code: 02648 5. Site Land Type(see Site Land Type: ❑Private ❑County ❑ District [-]Federal ❑Indian x❑Municipal ❑ State ❑Other instructions on page 10) 6. North American Industry A. B. Classification System 562111 (NAICS)Code(s)for the Site(see instructions on C. D. page 10) 7. Site Mailing Address Street or P.O.Box: 45 Flint Street (see instructions on page 11) City,Town or Village: Marstons Mills State: MA Country: UNITED STATES Zip Code: 02648 8. Site Contact Person(see First Name: L. Glenn MI: Last Name: Santos instructions on page 11) Phone Number. 5084022258 Extension: Email Address: 9. Operator and Legal Name of Site's Operator: Date Became Operator(m;rnfdd/yyyy): Owner of the Site(see L. Glenn Santos 01/01/2003 instructions on page 11 Operator Type: ❑ ❑ ❑ ❑ ❑ ❑ ❑ and 12) Private County ❑District Federal Indian x Municipal State Other Name of Site's Legal Owner: Date Became Owner(mm/dd/yyyy): Town of Barnstable 01/01/2003 Owner Type: ❑Private ❑County ❑District ❑Federal ❑Indian ❑x Municipal ❑ State ❑Other Page 1 of 17 EPA Form 8700-13A/B(Revised 10/2003) EPA ID NO.MAC300001617 OMB#:2050-0024 Expires 10/31/2007 8. Legal Owner Street or P.O.Box: 45 Flint Street (Continued) Address City,Town or Village: Marstons Mills State: MA Country: UNITED STATES TTipCode: 02648 10. Type of Regulated Waste Activity(Mark"Yes"or"No"for all activities;complete an additional boxes as instructed) A. Hazardous Waste Activities Complete all parts for 1 through S. Y❑x N❑ 1. Generator of Hazardous Waste Y❑ N❑x 2. Transporter of Hazardous Waste If"Yes",choose only one of the following-a,b or c. Y❑x NE] 3. Treater,Storer or Disposer of ❑ a. LQG:Greater than 1000 kg/mo(2,200 lbs.)of Hazardous Waste(at your site) non-acute hazardous waste;or Note:A hazardous waste permit is 0 b. SQG:100 to 1000 kg/mo(220-2,200 lbs.) required for this activity. of non-acute hazardous waste;or Y❑ N❑x 4. Recycler of Hazardous Waste Elc. CESQG:Less than 100 kg/mo(220 lbs.) (at your site) of non-acute hazardous waste YE] No 5. Exempt Boiler and/or Industrial Furnace In addition,indicate other generator activities. ❑ a. Small Quantity On-Site Burner Exemption Y❑ N❑x d. United States Importer of Hazardous Waste ❑ b. Smelting,Melting,Refining Y❑ N❑x e. Mixed Waste(hazardous and radioactive)Generator Furnace Exemption Y❑ N❑x S. Underground Injection Control B. Universal Waste Activities C. Used Oil Activities Y❑x N❑ 1. Large Quantity Handler of Universal Waste(accumulate Mark all boxes that apply. 5,000 kg or more)(refer to your State regulations to Y❑ NO 1. Used Oil Transporter determine what is regulated].Indicate types of universal waste generated and/or accumulated at your site.If"Yes", If"Yes",mark each that applies markall boxes that apply: ❑a.Transporter ❑ b.Transfer Facility Generated Accumulated Y❑ N 0 2. Used Oil Processor and/or Re-refiner If"Yes",mark each that applies. a.Batteries ❑ 0 ❑a.Processor b.Pesticides ❑ 0 ❑ b.Re-refiner c.Thermostats ❑ 0 Y❑ N 0 3. Off-Specification Used Oil Burner d.Lamps ❑ ❑ e.Other(specify) ❑ ❑ Y❑ N 0 4. Used Oil Fuel Marketer f.Other(specify) ❑ ❑ If"Yes",mark each that applies. g �(`amity) El El ❑ a. Marketer Who Directs Shipment of Off-Specification Used Oil to Off-Specification Used Oil Burner Y❑ N 0 2. Destination Facility for Universal Waste ❑ b. Marketer Who First Claims the Note:A hazardous waste permit may be required for this activity. Used Oil Meets the Specifications Page 2of17 EPA Form 8700-13A/B (Revised 1012003) EPA ID No.MAC300001617 OMB#:2050-0024 Expires 10131=7 11. Description of Hazardous Wastes (see instructions on page 16) A. Waste Codes for Federally Regulated Hazardous Wastes. Please list the waste codes of the Federal hazardous wastes handled at your site. List them in the order they are presented in the regulations(e.g.,D001,D003,F007,U112).Use an additional page if more spaces are needed. D001 D002 D005 D007 D008 D009 DO11 D018 D035 D040 F003 F005 P098 B. Waste Codes for State-Regulated(i.e.,nonfederal)Hazardous Wastes. Please list the waste codes of the State-regulated hazardous wastes handled at your site.List them in the order they are presented in the regulations.Use an additional page if needed for more waste codes. MA95 MA99 12. Corrrnents(see instructions on page 17) 13. Certification. I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons direcly responsible for gathering the information,the information submitted is, to the best of my knowledge and belief,true,accurate and complete.I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. (see instructions on page 17) Signature of owner,operator, Date Signed or an authorized representative Name and Official Title(type or print) (m*d&YYYY) L. Glenn Santos, Supervisor 11/29/2005 Page 3 of 17 EPA Form 8700-13 A/B (Revised 10/2003) 'FORM G'M• OMB#:2050-0024 Expires 10/31/2007 BEFORE COPYING FORM, ATTACH SITE IDENTIFICATION �EQST, LABEL OR ENTER: iAa U.S. ENVIRONMENTAL PROTECTION AGENCY SITE NAME: Town of Martsons Mills Transfer 2005 Hazardous Waste Report FORM WASTE GENERATION EPA ID NO: MAC300001617 GM AND MANAGEMENT Instructions: Please see the detailed instructionson pages 17 to 25 of the instructions and forms booklet before completing this form. Sec 1 A. Waste RQ, Paint Related Material, 3, UN1263, II Description B. EPA Hazardous Waste Codes D001 D005 C. State Hazardous Waste Codes D007 D008 D011 D. Source Code E. Form Code F. Quantity Generated in G. UOM 1 G61 reporting year Density Management Method Code for Source 41,715.0 0 0 0 0 0 Code G25 W2 09 Ibs/gal sg Sec.2 Was any of this waste managed on-site? Yes(CONTINUE TO ON-SITE PROCESS SYSTEM 1) 0 No (SKIP TO SEC.3) ON-SITE PROCESS SYSTEM 1 ON-SITE PROCESS SYSTEM 2 On-site Management Quantity treated,disposed or On-site Management Quantity treated,disposed or Method Code recycled on-site Method Code recycled on-site Sec.3 A. Was any of this waste shipped off-site for treatment,disposal or recycling? X❑ Yes(CONTINUE TO BOX B) No (FORM IS COMPLETE) B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 1 shipped Shipped to (Page 26) MAD053452637 H141 4,850.000000 Site 2, B. EPA ID.No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to VAR000502930 H061 21,230.000000 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 3 shipped Shipped to NJD002182897 H061 15,635.000000 Comments: (+WM] Section 1, Box B, D018, D035, D040, F003, F005. EPA Form 8700-1.3A/B(Revised(1012003)) Page.4 Of 17 I I Foilm GM OMB#:2050-0024 Expires 10/31/2007 BEFORE COPYING FORM, ATTACH SITE IDENTIFICATION LABEL OR ENTER: r� A��_ U.S. ENVIRONMENTAL PROTECTION AGENCY SITE NAME: Town of Martsons Mills Transfer 2005 Hazardous Waste Report FORM WASTE GENERATION EPA ID NO: MAC300001617 GM AND MANAGEMENT Instructions: Please see the detailed instructionson pages 17 to 25 of the instructions and forms booklet before completing this form. Sec. 1 A. Waste Waste Corrosive Liquids, NOS, (Mercury, Sulfuric Acid) , 8, UN1760, II Description B: EPA Hazardous Waste Codes D002 D009 C. State Hazardous Waste Codes NA NA NA D. Source Code E. Form Code F. Quantity Generated in G. UOM 1 G61 reporting year Density Management Method Code for Source 200.000000 Code G25 W 10 5 Ibs/gal ❑sg Sec,2 Was any of this waste managed on-site? Yes(CONTINUE TO ON-SITE PROCESS SYSTEM 1) X❑ No (SKIP TO SEC.3) ON-SITE PROCESS SYSTEM 1 1ON-SITE PROCESS SYSTEM 2 On-site Management Quantity treatec,disposed or On-site Management Quantity treated,disposed or Method Code recycled on-site Method Code recycled on-site Sec.3 A. Was any of this waste shipped off-site for treatment,disposal or recycling? XO Yes(CONTINUE TO BOX B) 0 No (FORM IS COMPLETE) Site 1 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped . Shipped to (page 26) MAD053452637 H141 200.000000 Site 2 B. EPA ID No.of facility to which waste was 1 C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 3 shipped Shipped to Comments: [+WM) EPA Form 8700-13A/B(Revised(100003)) Page 5 Of 17 FORM GM OMB#:2050-0024 Expires 10/31/2007 BEFORE COPYING FORM, ATTACH SITE IDENTIFICATION �cosr. LABEL OR ENTER: iA U.S. ENVIRONMENTAL � PROTECTION AGENCY SITE NAME: Town of Martsons Mills Transfer r'� � 2005 Hazardous Waste Report FORM WASTE GENERATION EPA ID NO: MAC300001617 GM AND MANAGEMENT Instructions: Please see the detailed instructionson pages 17 to 25 of the instructions and forms booklet before completing this form. Sec. 1 A. Waste RQ, Waste Paint, 3, UN1263, II Description B. EPA Hazardous Waste Codes D001 D005 C. State Hazardous Waste Codes D007 D009 D011 D. Source Code E. Form Code F. Quantity Generated in G. UOM 1 G61 reporting year Density Management Method Code for Source 4r700.000000 Code G25 W2 0 9 ❑Ibs/gal ❑sg Sec,2 Was any of this waste managed on-site? ❑ Yes(CONTINUE TO ON-SITE PROCESS SYSTEM 1) X❑ No (SKIP TO SEC.3) ON-SITE PROCESS SYSTEM 1 1ON-SITE PROCESS SYSTEM 2 On-site Management Quantity treated,disposed or On-site Management Quantity treated,disposed or Method Code recycled on-site Method Code recycled on-site Sec.3 A. Was any of this waste shipped off-site for treatment,disposal or recycling? X❑ Yes(CONTINUE TO BOX B) ❑ No (FORM IS COMPLETE) Site 1 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to (page 26) MAD053452637 H141 4,700.000000 Site 2 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 3 shipped Shipped to Comments: Section 1, Box B, D035, F003, F005. EPA Form 8700-13A/B(Revised(10/2003)) Page 6 Of 17 -FORM'GM OMB#:2050-0024 Expires 10/31/2007 BEFORE COPYING FORM, ATTACH SITE IDENTIFICATION �.cosr� 8 LABEL OR ENTER: i A U.S. ENVIRONMENTAL PROTECTION AGENCY SITE NAME: Town of Martsons Mills Transfer 2005 Hazardous Waste Report FORM WASTE GENERATION EPA ID NO: MAC300001617 GM AND MANAGEMENT Instructions: Please see the detailed instructionson pages 17 to 25 of the instructions and forms booklet before completing this form. Sec. 1 A. Waste RQ, Pesticides, Liquid, Flammable, Toxic, NOS, 3, UN3021, II Description B. EPA Hazardous Waste Codes NA NA C. State Hazardous Waste Codes NA NA NA MA95 D. Source Code E. Form Code F. Quantity Generated in G. UOM 1 G61 reporting year Density Management Method Code for Source 600.000000 Code G25 W 0 0 4 Ibs/gal ❑sg Sec,2 Was any of this waste managed on-site? Yes(CONTINUE TO ON-SITE PROCESS SYSTEM 1) X❑ No (SKIP TO SEC.3) ON-SITE PROCESS SYSTEM 1 ON-SITE PROCESS SYSTEM 2 On-site Management Quantity treated,disposed or On-site Management Quantity treated,disposed or Method Code recycled on-site Method Code recycled on-site Sec.3 A. Was any of this waste shipped off-site for treatment,disposal or recycling? XO Yes(CONTINUE TO BOX B) No (FORM IS COMPLETE) Site 1 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to (page 26) KkD053452637 H141 400.000000 Site 2 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to IND000646943 H040 200.000000 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 3 shipped Shipped to Comments: [+WM] EPA Form 8700-13AB(Revised(10/2003)) Page 7 of 17 FORM CAM ..--- BEFORE COPYING FORM, ATTACH SITE IDENTIFICATION <EosT+gym U.S. ENVIRONMENTAL LABEL OR ENTER: PROTECTION AGENCY SITE NAME: Town of Martsons Mills Transfer ''� � 2005 Hazardous Waste Report FORM WASTE GENERATION EPA ID NO: MAC300001617 GM AND MANAGEMENT Instructions: Please see the detailed instructionson pages 17 to 25 of the instructions and forms booklet before completing this form. Sec. 1 A. Waste Waste Caustic Alkali Liquids, NOS, 8, UN1719, II Description B. EPA Hazardous Waste Codes D002 NA C. State Hazardous Waste Codes NA NA NA D. Source Code E. Form Code F. Quantity Generated in G. UOM 1 G61 reporting year Density Management Method Code for Source 1,650.000000 Code G25 W110 ❑lbs/gal ❑sg Sec.2 Was any of this waste managed on-site? ❑ Yes(CONTINUE TO ON-SITE PROCESS SYSTEM 1) X❑ No (SKIP TO SEC.3) ON-SITE PROCESS SYSTEM 1 I ON-SITE PROCESS SYSTEM 2 On-site Management Quantity treated,disposed or On-site Management Quantity treated,disposed or Method Code recycled on-site Method Code recycled on-site Sec.3 A. Was any of this waste shipped off-site for treatment,disposal or recycling? X❑ Yes(CONTINUE TO BOX B) ❑ No (FORM IS COMPLETE) B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 1 shipped Shipped to (Page 26) MAD053452637 H141 200.000000 Site 2 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to MAD047075734 H141 1,450.000000 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 3 shipped Shipped to Comments: [+WM] Page 8 Of 17 EPA Form 8700-13AM(Revised(10/2003)) 'FORM GM OMB#:2050-0024 Expires 10/31/2007 BEFORE COPYING FORM, ATTACH SLATE IDENTIFICATION U.S. ENVIRONMENTAL LABEL OR ENTER: i (� PROTECTION AGENCY SITE NAME: Town of Martsons Mills Transfer � 2005 Hazardous Waste Report FORM WASTE GENERATION EPA ID NO: MAC300001617 GM AND MANAGEMENT Instructions: Please see the detailed instructionson pages 17 to 25 of the instructions and forms booklet before completing this form. Sec 1 A. Waste. RQ, Waste Aerosols, 2.1, UN1950 Description B. EPA Hazardous Waste Codes D001 D007 C. State Hazardous Waste Codes D008 D035 NA D. Source Code E. Form Code F. Quantity Generated in G. UOM 1 G61 reporting year Density Management Method Code for Source 2,050.000000 Code G25 W 8 01 Q Ibs/gal ❑sg Sec.2 Was any of this waste managed on-site? Yes(CONTINUE TO ON-SITE PROCESS SYSTEM 1) E] No (SKIP TO SEC.3) ON-SITE PROCESS SYSTEM 1 1 ON-SITE PROCESS SYSTEM 2 On-site Management Quantity treated,disposed or On-site Management Quantity treated,disposed or Method Code recycled on-site Method Code recycled on-site Sec.3 A. Was any of this waste shipped off-site for treatment,disposal or recycling? 0 'Yes(CONTINUE TO BOX B) No (FORM IS COMPLETE) B. EPA I D No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 1 shipped Shipped to (Page 26) MAD053452637 H141 500.000000 Site 2 B. EPA LID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to VAR000502930 H141 800.000000 B. EPA 0 No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 3 shipped Shipped to NJD002182897 H141 750.000000 Comments: [+WM] EPA Form 8700-13AB(Revised(10/2003)) Page 9 Of 17 FORM GM OMB#:2050-0024 Expires 10/31/2W7 BEFORE COPYING FORM, ATTACH SI—E IDENTIFICATION �.,<EA�B U.S. ENVIRONMENTAL LABEL OR ENTER: i o PROTECTION AGENCY a� SITE NAME: Town of Martsons :Mills Transfer ''��� 2005 Hazardous Waste Report FORM WASTE GENERATION EPA ID NO: MAC300001617 GM AND MANAGEMENT Instructions: Please see the detailed'instructionson pages 17 to 25 of the instructions and forms booklet before completing this form. Sec 1 A. Waste RQ, Pesticides, Liquid, Toxic, NOS, 6.1, UN2902, II Description B. EPA Hazardous Waste Codes NA NA C. State Hazardous Waste Codes NA NA NA MA95 D. Source Code E. Form Code F. Quantity Generated in G. UOM 1 G61 reporting year Density Management Method Code for Source 3,545.000000 Code G25 W4 01 ❑Ibs/gal ❑sg Sec,2 Was any of this waste managed on-site? Yes(CONTINUE TO ON-SITE PROCESS SYSTEM 1) X❑ No (SKIP TO SEC.3) ON-SITE PROCESS SYSTEM 1 ON-SITE PROCESS SYSTEM 2 On-site Management Quantity treatec,disposed or On-site Management Quantity treated,disposed or Method Code recycled on-site Method Code recycled on-site Sec.3 A. Was any of this waste shipped off-site for treatment,disposal or recycling? X] Yes(CONTINUE TO BOX B) Q No (FORM IS COMPLETE) Site 1 B. EPA ID No.of facility to which waste.was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to (page 26) MAD053452637 H141 800.000000 Site 2 B. EPA ID No.of facility to which waste.was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to MAD047075734. H141 2,745.000000 Site 3 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped snipped Shipped to Comments: [+WMI EPA Form 8700-13A/B(Revised(1012W3)) Page 10 of 17 F012M GM OMB#:2050-0024 Expires 10/31/2007 BEFORE COPYING FORM, ATTACH SITE IDENTIFICATION U.S. ENVIRONMENTAL LABEL OR ENTER: PROTECTION AGENCY SITE NAME: Town of Martsons Mills Transfer ^ 2005 Hazardous Waste Report FORM WASTE GENERATION EPA ID NO: MAC300001617 GM AND MANAGEMENT Instructions: Please see the detailed instructionson pages 17 to 25 of the instructions and forms booklet before completing this form. Sec. 1 A. Waste Waste Corrosive Liquids, NOS (Sulfuric Acid, Hydrochloric Acid) , 8, Description UN 17 6 0, II B. EPA Hazardous Waste Codes D002 NA C. State Hazardous Waste Codes NA NA NA D. Source Code E. Form Code F. Quantity Generated in G. UOM 1 G61 reporting year Density Management Method Code for Source 875.000000 Code G25 W 10 5 ❑Ibs/gal ❑sg Sec.2 Was any of this waste managed on-site? Yes(CONTINUE TO ON-SITE PROCESS SYSTEM 1) X❑ No (SKIP TO SEC.3) ON-SITE PROCESS SYSTEM 1 ON-SITE PROCESS SYSTEM 2 On-site Management Quantity treated,disposed or On-site Management Quantity treated,disposed or Method Code recycled on-site Method Code recycled on-site Sec.3 A. Was any of this waste shipped off-site for treatment,disposal or recycling? XQ Yes(CONTINUE TO BOX B) No (FORM IS COMPLETE) B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 1 shipped Shipped to (Page 26) MAD047075734 H141 875.000000 Site 2 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 3 shipped Shipped to Comments: [+WM] EPA Form 8700-13A/6(Revised(1=W3)) Page 11 Of 17 FORM GM OMB#:2050-0024 Expires 10/31/2007 BEFORE COPYING FORM, ATTACH SITE IDENTIFICATION oEosr� LABEL OR ENTER: ����; U.S. ENVIRONMENTAL 10 PROTECTION AGENCY SITE NAME: Town of Martsons Mills Transfer 2005 Hazardous Waste Report FORM WASTE GENERATION EPA ID NO: MAC300001617 GM AND MANAGEMENT Instructions: Please see the detailed instructionson pages 17 to 25 of the instructions and forms booklet before completing this form. Sec. 1 A. Waste Non—DOT, Non—RCRA, Non—Regulated Material (Glycols) Description B. EPA Hazardous Waste Codes NA NA C. State Hazardous Waste Codes NA NA NA MA99 D. Source Code E. Form Code F. Quantity Generated in G. UOM 1 G61 reporting year Density Management Method Code for Source 880.000000 Code G25 W219 Ibs/gal ❑sg Sec.2 Was any of this waste managed on-site? Yes(CONTINUE TO ON-SITE PROCESS SYSTEM 1) XD No (SKIP TO SEC.3) ON-SITE PROCESS SYSTEM 1 ON-SITE PROCESS SYSTEM 2 On-site Management Quantity treated,disposed or On-site Management Quantity treated,disposed or Method Code recycled on-sre Method Code recycled on-site Sec.3 A. Was any of this waste shipped off-site for treatment,disposal or recycling? XQ Yes(CONTINUE TO BOX B) No (FORM IS COMPLETE) B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 1 shipped Shipped to (page 26) MAD047075734 H141 880.000000 Site 2 B. EPA IID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to Site 3 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to Comments: Glycols, surfactants and detergents in water. [+WMI EPA Form 8700-13A1B(Revised(10/2003)) Page 12 of 17 FORM GM OMB#:2050-0024 Expires 10/31/2007 BEFORE COPYING FORM, ATTACH SITE IDENTIFICATION �EosT� LABEL OR ENTER: = A U.S. ENVIRONMENTAL PROTECTION AGENCY SITE NAME: Town of Martsons Mills Transfer r'� c` 2005 Hazardous Waste Report FORM WASTE GENERATION EPA ID NO: MAC300001617 GM AND MANAGEMENT Instructions: Please see the detailed instructionson pages 17 to 25 of the instructions and forms booklet before completing this form. Sec 1 A. Waste Waste Oxidizing Liquid, Corrosive, NOS, 5.1, UN3098, II Description B. EPA Hazardous Waste Codes D001 D002 C. State Hazardous Waste Codes NA NA NA D. Source Code E. Form Code F. Quantity Generated in G. UOM 1 G61 reporting year Density Management Method Code for Source 65.000000 Code G25 W119 ❑IUs/gal ❑sg Sec.2 Was any of this waste managed on-site? ❑ Yes(CONTINUE TO ON-SITE PROCESS SYSTEM 1) X❑ No (SKIP TO SEC.3) ON-SITE PROCESS SYSTEM 1 1ON-SITE PROCESS SYSTEM 2 On-site Management Quantity treated,disposed or On-site Management Quantity treated,disposed or Method Code recycled on-site Method Code recycled on-site Sec.3 A. Was any of this waste shipped off-site for treatment,disposal or recycling? Q Yes(CONTINUE TO BOX B) ❑ No (FORM IS COMPLETE) Site 1 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to (page 26) MAD047075734 H141 65.000000 Site 2 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to B. 'EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 3 shipped Shipped to . Comments: Household bleach, pool chemicals and chlorine. EPA Form 8700-13AB(Revised(10/2003)) Page 13 of 17 I FORM GM OMB#:2050-0024 Expires 10/31/2007 BEFORE COPYING FORM, ATTACH SITE IDENTIFICATION �iF0341�8 2 A U.S. ENVIRONMENTAL LABEL OR ENTER: PROTECTION AGENCY SITE NAME: Town of Martsons Mills Transfer r+c 2005 Hazardous Waste Report FORM WASTE GENERATION EPA ID NO: MAC300001617 GM AND MANAGEMENT Instructions: Please see the detailed instructionson pages 17 to 25 of the instructions and forms booklet before completing this form. Sec. 1 A. Waste RQ, Mercury, 8, UN2809, III Description B. EPA Hazardous Waste Codes D009 NA C. State Hazardous Waste Codes NA NA NA MA95 D. Source Code E. Form Code F. Quantity Generated in G. UOM 1 G61 reporting year Density Management Method Code for Source 140.000000 CodeG25 W320 lbs/gal ❑sg Sec.2 Was any of this waste managed on-site? Yes(CONTINUE TO ON-SI.E PROCESS SYSTEM 1) g] No (SKIP TO SEC.3) ON-SITE PROCESS SYSTEM 1 ON-SITE PROCESS SYSTEM 2 On-site Management Quantity treated,disposed or On-site Management Quantity treated,disposed or Method Code recycled on-site Method Code recycled on-site Sec.3 A. Was any of this waste shipped off-site for treatment,disposal or recycling? X❑ Yes(CONTINUE TO BOX B) No (FORM IS COMPLETE) Site 1 B. EPA ID No.of facility to which wale was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to (page 26) MAD047075734 H141 140.000000 Site 2 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to Site 3 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to Comments: Mercury containing devices -- thermostats and thermometers. [+WM] EPA Form 8700-13A/B(Revised(10/2003)) Page 14 of 17 PORM GM OMB#:2050-0024 Expires 10/31/2007 BEFORE COPYING FORM, ATTACH SITE IDENTIFICATION ``A�s LABEL OR ENTER: U.S. ENVIRONMENTAL PROTECTION AGENCY SITE NAME: Town of Martsons Mills Transfer 2005 Hazardous Waste Report FORM WASTE GENERATION EPA ID NO: MAC300001617 GM AND MANAGEMENT Instructions: Please see the detailed instructionson pages 17 to 25 of the instructions and forms booklet before completing this form. Sec 1 A. Waste RQ, Waste Pottasium Cyanide, 6.1, UN1680, I Description B. EPA Hazardous Waste Codes P 0 9 8 NA C. State Hazardous Waste Codes NA NA NA D. Source Code E. Form Code F. Quantity Generated in G. UOM 1 G61 reporting year Density Management Method Code for Source 15.000000 Code G25 W312 ❑lbs/gal ❑sg Sec.2 Was any of this waste managed on-site? ❑ Yes(CONTINUE TO ON-SITE PROCESS SYSTEM 1) X❑ No (SKIP TO SEC.3) ON-SITE PROCESS SYSTEM 1 I ON-SITE PROCESS SYSTEM 2 On-site Management Quantity treated,disposed or On-site Management Quantity treated,disposed or Method Code recycled on-site Method Code recycled on-site Sec.3 A. Was any of this waste shipped off-site for treatment,disposal or recycling? XJ Yes(CONTINUE TO BOX B) ❑ No (FORM IS COMPLETE) Site 1 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to (page 26) MAD047075734 H141 15.000000 Site 2 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to Site 3 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped shipped Shipped to Comments: [+WM] EPA Form 8700-13A/B(Revised(10/2003)) Page 16 Of 17 FOPVM GSA OMB#:2050-0024 Expires 10/31/2007 BEFORE COPYING FORM, ATTACH SITE IDENTIFICATION U.S. ENVIRONMENTAL LABEL OR ENTER: r PROTECTION AGENCY SITE NAME: Town of Martsons Mills Transfer `'� � 2005 Hazardous Waste Report FORM WASTE GENERATION EPA ID NO: MAC300001617 GM AND MANAGEMENT Instructions: Please see the detailed instructionson pages 17 to 25 of the instructions and forms booklet before completing this form. Sec 1 A. Waste Waste Organic Peroxide, Type F Liquid, 5.2, UN3109, II Description B. EPA Hazardous Waste Codes D 0 01 NA C. State Hazardous Waste Codes NA NA NA D. Source Code. E. Form Code F. Quantity Generated in G. UOM 1 G61 reporting year Density Management Method Code for Source 5.000000 Code G25 W119 ❑lbs/gal ❑sg Sec.2 Was any of this waste managed on-site? Yes(CONTINUE TO ON-SITE PROCESS SYSTEM 1) XQ No (SKIP TO SEC.3) ON-SITE PROCESS SYSTEM 1 ON-SITE PROCESS SYSTEM 2 On-site Management Quantity treated,disposed or On-site Management Quantity treated,disposed or Method Code recycled on-site Method Code recycled on-site Sec.3 A. Was any of this waste shipped off-site for treatment,disposal or recycling? 0 Yes(CONTINUE TO BOX B) No (FORM IS COMPLETE) B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 1 shipped Shipped to (page 26) IND000646943 H141 5.000000 Site 2 B. EPA ID No.of facility to which waste was C. Off-site Management Method Code. D. Total quantity shipped shipped Shipped to B. EPA ID No.of facility to which waste was C. Off-site Management Method Code D. Total quantity shipped Site 3 shipped Shipped to Comments: Dilute Dibenzoyl Peroxide [+WMI EPA Form 87MI3A/B(Revised(10/2003)) Page 16 Of 17 � _ I FORM OI � OMB#:2050-0024 Expires 10/31/2007 BEFORE COPYING FORM,ATTACH SITE IDENTIFICATION of-DST,,�t� U.S. ENVIRONMENTAL LABEL OR ENTER: r^ A t� PROTECTION AGENCY SITE NAME: Town of Martsons Mills Transfer r'� � 2005 Hazardous Waste Report FORM OFF-SITE EPA ID NO: MAC300001617 01 IDENTIFICATION Instructions: Please read the detailed instructions on the reverse side before completing this form. Site 1 A• EPA ID No.of off-site installation or transporter B. Name of off-site installation or transporter MAD053452637 Clean Harbors of Braintree, Inc. C. Handler type(CHECK ALL THAT APPLY) D. Address of off-site installation Fj Generator Street 1 Hill Ave Transporter City Braintree State MA g] TSDR facility Zip 02184 Site 2 A. EPA ID No.of off-site installation or transporter B. Name of off-site installation or transporter NJD002182897 Safety—Kleen Systems, Inc. C. Handler type(CHECK ALL THAT APPLY) D. Address of off-site installation Generator Street 1200 Sylvan Street Transporter City Lynden State NJ ❑X TSDR facility Zip 07036 Site 3 A. EPA ID No.of off-site installation or transporter B. Name of off-site installation or transporter VAR000502930 MXI Environmental Services, Inc. C. Handler type(CHECK ALL THAT APPLY) D. Address of off-site installation Generator Street 17600 JBB Stuart Highway Transporter City Abingdon State VA X] TSDR facility Zip 24211 Site 4 A. EPA ID No.of off-site installation or transporter B. Name of off-site installation or transporter MAD047075734 Jones Environmental Services (North East) , C. Handler type(CHECK ALL THAT APPLY) D. Address of off-site installation Generator Street 263 Howard Street Transporter City Lowell State MA ❑X TSDR facility Zip 01852 Site 5 A. EPA ID No.of off-site installation or transporter B. Name of off-site installation or transporter IND000646943 I Pollution Control Industries C. Handler type(CHECK ALL THAT APPLY) D. Address of off-site installation Generator Street 4343 Kennedy Avenue Transporter City East Chicago State IN ❑X TSDR facility Zip 46312 Comments: Page 17 of 17 ., r 4 i�F,�'S7'�g�E i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE s 20 RIVERSIDE DRIVE, LAKE-VILLE, MA 02347 508-946-2700 JANE M.SWIFT Governor ` BOB DURAND NovSecretary y I L LOU LAUREN A.LISS ® oT sa`F Commissioner TC'�f h Fs p,THu' l. November 12,2002 Mr. L. Glenn Santos RE: BARNSTABLE-310. CMR 30.393 Supervisor, Solid Waste Division Household Hazardous Waste 45 Flint Street Collection Center Approval Barnstable, Massachusetts 02648 Dear Mr. Santos: The Department has completed its review of the Town of Barnstable's application to operate a permanent Household Hazardous Waste Collection Center at the Barnstable Transfer Station. The Department hereby grants approval to the Town of Barnstable to establish and.maintain a permanent center for the. acceptance of hazardous waste from households and from very small quantity generators (VSQG's) of hazardous waste, at the Barnstable Transfer Station, 45 Flint Street, Barnstable, Massachusetts, subject to the following terms and conditions: 1. The collection center shall be operated in accordance with the requirements set forth in 310 CMR 30.93, Centers for the Accumulation of Household Hazardous Waste and/or Hazardous Waste Generated by a Very Small Quantily Generator. 2. The Department shall be notified in writing,prior to any changes in the operation or location of the center. 3. The Department's approval to establish and maintain the center is provided pursuant to 310 CMR 30.393. The approval is allowed to remain in effect only to the extent, and during the period in which, the Department is persuaded that the operation of the center shall not lead to a significant potential hazard to public health, safety or welfare, or to the environment. Please be advised that, as of March 10, 2003, any storm water that,discharges to a municipal.. separate storm sewer system (MS4), or directly into the waters of the U.S. from a municipally owned or operated facility, requires authorization under a NPDES industrial storm water permit, of needs to submit a"No Exposure"certification to EPA. The Department suggests you contact Thelma Murphy, EPA Region 1 Stormwater Coordinator at (617) 918-161.5 and/or David Grey, This'information is available in alternate format.Call Aprel McCabe,ADA Coordinator at 1-617-556-1171.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep Za.Printed on Recycled Paper r EPA Region l Massachusetts Stormwater Coordinator at (617) 918-1577 to determine applicability of this requirement to your application.for the collection center. If you have any questions concerning this approval,please contact Carl Natho at (508) 946-2830. Very truly yours, Ll'd Christopher Tien, P.E. Regional Engineer for Waste Prevention CN/re cc: Barnstable Board of Health 200 Main St. Hyannis, MA 02601 _ Y ii COMMONWEALTH OF MASSACHUSETTS O EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 Riverside Drive, Lakevffie, lA 02347 (508) 946-2700 JANE M.SWIFT BOB DURAND Governor Secretary PY . LAUREN A.LISS CO Commissioner October 8,2002 4 Thomas Mullen,Director Town of Barnstable Department of Public Works 367 Main Street Hyannis,Massachusetts 02601 RE: PROJECT UPDATE-BERM DESIGN Application for: BWP SW13 Beneficial Use Determination—Major Beneficial Use of Catch Basis Cleanings at Town Solid Waste Management Facility AT: Barnstable Solid Waste Division Facility(Landfill and Transfer Station) Flint Street,Marstons Mills Transmittal Number: 205842 Dear Mr.Mullen: The Department of Environmental Protection, Solid Waste Management Section(Department)has reviewed the project update(Submittal)referenced above, and approves the project subject to the conditions listed below. The Submittal,dated July 15,2002,was received by the Department on July 18, 2002, and updates the Beneficial Use Determination(BUD)permit approval dated November 13,2000. The approved BUD is for the reuse of catch basin cleanings(CBC's)at the landfill and transfer station for visual buffers and noise reduction berms. PROJECT BACKGROUND The permit application for the BUD, dated February 2000,was prepared by Stearns&Wheler, LLC (S&W), and was received by the Department on March 3, 2000. The BUD application requested approval for the beneficial reuse of.CBC's at the Town Solid Waste Management facility. Additional information concerning estimated annual CBC generation,berm volumes,and proposed reuse locations was submitted in a letter.to the Department dated October 19,2000. The letter included a sheet indicating . the proposed berm locations. The BUD was approved on November 13, 2000. The July 15, 2002 project update Submittal describes-analytical results,berm specifications, and the location of the proposed berm. Additional information regarding cap integrity as a result of CBC loading was received by the Department on September 23, 2002 in a letter report from S&W dated September 20, 2002. This information is available in alternate format.Call Aprel McCabe,ADA Coordinator at 1-617-556-1171.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep Z�hl Printed on Recycled Paper -2 - PROJECT UPDATE The proposed berm will be constructed along the western edge of the Type B cap on the western portion_ of the capped landfill. The proposed berm location is indicated as Area 2 on Figure 1 of the Submittal. The proposed berm will require approximately 1000 cubic yards of CBC's. The proposed berm will be approximately five feet high,with a 30-foot base and 33% side slopes. The berm will be covered with a minimum of six inches of topsoil and composted yard waste, and hydroseeded. The Area 2 berm will be constructed in September 2002. The CBC's were tested in accordance with the BUD approval, and analytical results indicate slight exceedances of S 1 standards for total petroleum hydrocarbons(TPH)and polynuclear aromatic hydrocarbons(PAH). TPH exceeded S 1 standards,but were all well below the S2 standards. Analysis for 17 PAH's indicates that 13 of the 17 PAH's meet the S 1 standards,while four PAH's exceed the standards. These results were verified through confirmatory sampling. While minor exceedances of certain S 1 standards were reported for the CBC's,the material is acceptable for the proposed berm for the following reasons: a.)the volume of material is limited(1000 cubic yards); b.)the exceedances are minor; c.)the CBC's will be covered with a minimum of six inches of topsoil and compost which will eliminate fugitive dust emissions; d.)the CBC's are not accessible to the public; e.) the CBC's will be placed on the landfill cap with no direct pathway to groundwater; and£)the site is a permitted solid waste facility required to conduct long-term post-closure monitoring. Thus,the CBC's are not expected to pose a significant risk to human or environmental receptors at or around the landfill as a result of the proposed beneficial reuse of the material. Loading of the cap as a result of placement of the CBC's upon on the landfill is expected to have a negligible effect, if any, on the integrity of the cap. The proposed berm is located in an area where soils and compost were previously stockpiled to heights of ten(10)to fifteen(15)feet with no settlement observed. The soils were stockpiled in this location during landfill capping in 1996. The 10 to 15-foot stockpiled soils effectively preloaded the location for the proposed 5-foot high berm. This area of the landfill was historically a burn dump, and contained older waste with a reduced risk of settlement due to decomposition of material at this location. In addition,the CBC's are of equal or lower density than the pre-loaded soils. Supporting calculations included with the September 23,2002 letter from S&W indicate that the proposed 5-foot high CBC berm will not result in additional settlement considering the earlier pre-loading. APPROVAL The Department has determined that the proposed berm to be constructed at the Barnstable Solid Waste Division facility is in compliance with the approved BUD dated November 13, 2000, and in accordance with the authority granted pursuant to M.G.L. C. 111, §150A hereby approves the project subject to the following conditions: A.) Within sixty(60)days of completing the project, provide a field report with a discussion of the berm construction including final specifications, amounts of material used, and final location(s) of the berm(s). If there are any significant changes in the location of the berms from what was proposed, please provide an updated site plan showing the actual,revised location(s). B.) Notify the Department at least one week prior to berm construction so the Department may schedule a site inspection. -3 - The approval conditions for the original BUD approval dated November 13,2000, also apply and are listed below for reference: 1. The permit approval applies only to the reuse of Town of Barnstable catch basin cleanings at the Barnstable Solid Waste Division site only. Reuse of catch basin cleanings from municipalities other than from the Town of Barnstable is not permitted without additional approvals from the Department. Reuse of Town catch basin cleanings at locations other than at the Barnstable Solid Waste Division facility will also require additional approvals from the Department. 2. Beneficial reuse of catch basin cleanings shall occur on site assigned property only. 3. This permit will expire in five years from the date of this letter. The permit must be renewed each year by notifying the Department in writing by February 15`h of each calendar year of your intention to continue the beneficial reuse of the catch basin cleanings. Catch basin cleanings from the 2000 calendar year will constitute the first year of the BUD. 4. Catch basin cleanings delivered to the site shall not contain free draining liquids. 5. Nuisance conditions related to the project such as fugitive dust, odor, noise, etc., shall be mitigated at all times. 6. The transfer station annual report shall describe the quantities and uses of BUD material employed at the site during the prior calendar year. The report should indicate how the material was beneficially reused, relevant performance and status information from the previous year(s), and a site sketch indicating locations where the material was used. 7. No speculative accumulation of CBCs shall occur at the site. The CBCs may be stockpiled at the site for up to six months prior to beneficial reuse. Stockpiling of CBCs for longer than six months at the site is not allowed without written approval from the Department. All CBCs from the prior calendar year must be beneficially reused and seeded before new CBCs from the current calendar year are brought to the site for stockpiling. 8. The Department must be contacted at least one week prior to stockpiling of the CBCs at the site. The notification must include analytical data, approximate quantities, and how and where the material will be beneficially reused. 9. Analytical data shall include testing of at least two composite samples per 3000 cubic yards of CBCs each year prior to reuse. Each composite shall be comprised of five representative grab samples. Analytical parameters shall include Total Petroleum Hydrocarbons("TPH"),Polyaromatic Hydrocarbons("PAH"), and eight RCRA metals. TCLP analyses shall be conducted for any metal where the total concentration exceeds twenty(20)times the TCLP standard, in accordance with EPA, Office of Solid Waste and Emergency Response,Memorandum#36,Notes on RCRA Methods and QA Activities,January 12, 1993. 10. The CBCs must pass S-1 soil standards for GW-1 groundwater for beneficial reuse at the site. The S- 1/GW-1 soil standards are listed in the Massachusetts Contingency Plan at 310 CMR 40.0975(6),as amended. 1.1. Prior to constructing berms on the landfill please submit a narrative and a detail drawing(s)for review by the Department. Include information regarding any proposed plantings on such berms. -4- 12. The Department reserves the right to restrict or prohibit continued reuse of the CBCs at the site based upon the historic performance of the material, and/or existing volumes of the material already beneficially used at the site. APPEAL This approval been issued pursuant to M.G.L., C.111, §150A. Any person(s)aggrieved by this decision may appeal pursuant to M.G.L., C.30A, §14. An appeal must be commenced no later than thirty(30) days from the date of this decision. Notice of an action or proceeding to Appeal, including a statement of reasons thereof, shall be served on the Department upon commencement of the Appeal. In the event of an Appeal, the Department reserves the right to reopen the permit proceedings, supplement the record and modify the decision. Should you have any questions regarding the above, please contact Allen Hemberger at (508) 946-2853, or me at (508) 946-2833, or write to the letterhead address. Please refer to Transmittal #205842 in any correspondence to this office.regarding this project. Very truly yours, David B.Ellis,Chie Solid Waste Management Section E/AH/rr cc: Mar{Ells Town of Barnstable . Department of Public Works 367 Main Street Hyannis,MA 02601 Tom McKean Town of Barnstable Board of Health 367 Main Street Hyan_iis,MA 02601 Nate Weeks Stearns&Wheler 100 West Main Street P.O.Eox 975 .Hyannis,MA 02601 DEP-DSWM-Boston ATTN:Jamie Doucett gsr. '�. CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE & EMERGENCY SERVICES 1g26 1875 Route 28•Centerville, MA 02632-3117 508-790-2380•FAX: 508-790-2385 John M.Farrington,Chief Glen S.Wilcox,Fire Prevention Officer Craig E.Whiteley,Deputy Chief Martin O'L.MacNeely,Fire Prevention Officer November 21, 2001 Mr. Thomas Geiler, Director RECEIVE LI )i Town of Barnstable NOV 2 6 2001 Regulatory Services 367 Main Street TOOK� OF 'E'f,RN STAB E Hyannis, NIA 0260i GU'IGHTS AND NlEASUFRES LICE11QNG/PARKING Dear Mr. Geller, The following list of requirements/recommendations are the result of the joint agency inspection that took place on August 23, 2001 at the Barnstable Landfill, 45 Flint Street Marstons Mills. 1.) Remove temporary wiring connected to main circuit breaker in maintenance garage. 2.) Replace missing service cover on main circuit panel in maintenance garage. 3.) Remove extension cords running air conditioner in maintenance garage. 4.) Consolidate combustible/flammable liquids and solids to one location on site. Recommend use of a shed properly secured and marked with products stored. 5.) Recommend venting of flammable fluids cabinet in maintenance garage to the outside. 6.) Remove sulfuric/hydrochloric acids from the maintenance building. 7.) Drums of combustible fluid storage in maintenance garage need protection from damage, permits, and proper markings. 8.) Exterior fuel tank should be locked when not in use (found unlocked) and fueling hose should be stored on hose reel for protection. ., 9.) Remove extension cords in office trailer. RECEIVED Np� ZL 7 0101 TOWN OF BARN'T r HEPI- "Commitment to Our Community" 10.) In recycling area waste oil tank should be locked when not in use(found unlocked). 11.) Light over work bench in maintenance garage must be rewired. If you.have any comments or concerns regarding this report please contact me at your convenience. Sincerely, M i MacNeel re Prevention Officer C.O.vNM Fire District COMMONWEALTH OF MASSACHUSETTS z EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 'c o� pqM SVev .LANE SWIFT BOB DURAND Governor Secretary LAUREN A.LISS Commissioner C (DP May 23, 2001 Mr.Thomas Mullen,Director Town of Barnstable A Department of Public Works 367 Main Street Hyannis,Massachusetts 02601 RE: POST-CLOSURE ENVIRONMENTAL REPORTING AT: Barnstable Solid Waste Division Facility (Landfill and Transfer Station) Flint Street Transmittal Number: NA Dear Mr. Mullen: Please note that post-closure environmental monitoring data for each sampling event must be submitted to the Department within 60 days from sample collection per 310 CMR 19.132(1)(0 for groundwater, and per 310 CMR 19.132(4)(d) for landfill gas. Any exceedances of groundwater standards must be reported within 14 days of receipt of the data from the laboratory per 310 CMR 19.132(1)(i). Exceedances of landfill gas standards, i.e., lower explosive limit for methane, must be reported with 2-hours or 24-hours per 310 CMR 19.132(4)(g) and (h),respectively. Please ensure that groundwater data are submitted semi-annually, and that landfill gas.data are submitted quarterly. Any exceedances of groundwater and landfill gas standards must be discussed in the monitoring report for that sampling--event in addition to submitting the analytical data. Per 310 C1\4R 19.142 Landfill Post-Closure Requirements, a detailed discussion of all environmental results, including tabulated data, must be submitted every two years during the post-closure period. The most recent post-closure monitoring report for the facility was received by the Department on June 9, 2000, for the August 1998—May 2000 monitoring period. The next biennial report for the 2000—2001 sampling period will be due in 2002. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.state.ma.us/dep Zw1 Printed on Recycled Paper -2- Should you have any questions regarding the above, please contact Allen Hemberger at (508) 946-2853, or me at(508)946-2833,or write to the letterhead address. Very truly yours, r David B.Ellis,Chief Solid Waste Management Section E/AH/re cc: Town of Barnstable Department of Public Works 367 Main Street Hyannis,Massachusetts 02601 ATTN: Mark Ells Town of Barnstable Board of Health 367 Main Street Hyannis,Massachusetts 62601 ATTN:Warren Rutherford Stearns&Wheler 100 West Main Street P.O.BOX 975 Hyannis,Massachusetts 02601 ATTN:Nate Weeks DEP-DSWM-Boston ATTN:Jamie Doucett I � Y COMMONWEALTH OF MASSACHUSETTS F EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 Y'v ARGEO PAUL CELLUCCI BOB DURAND Governor Secretary JANE SWIFT LAUREN A.LISS Lieutenant Governor Commissioner copy _ July 19, 1999 Mr. Thomas Mullen, Superintendent RE: BARNSTABLE--Land Barnstable Department of Public Works Application Certificate, 367 Main Street BRPWP30, Wastewater Hyannis, Massachusetts 02601 Treatment Plant Residuals, Barnstable Landfill, Application No. 4, Transmittal No. 139071 Dear Mr. Mullen: ,.. .The.Department is in receipt of Your application for a Land`Application Certificate, titled "Application No 4"; prepared'by:`Stearns-arid' eler aril forwazded on your behalf to .the Department of Environmental Protection (the'Department)-,und'er'Transmittal No 1-39071.. This application requests approval to land'apply'lime stabilized sludge produced-at the Town of Barnstable Wastewater Treatment Plant to support vegetative cover on 13 acres at the capped Barnstable Municipal Landfill. This 13 acres is comprised of approximately 9 acres adjacent to the capped landfill, known as the soils excavation area, which was excavated to provide capping material for the landfill cap and approximately 4 acres on the capped landfill. This site was previously approved by the Department, as proposed in Application No. 3, for the purpose of beneficial re-use of biosolids. The material must meet the requirements for quality and stability found in 310 CMR 32.00. This application and supporting documentation was submitted in fulfillment of these requirements and as a request for approval to continue to land apply residuals at this site. The information submitted in the application still indicates that the soils excavation area will potentially be used as a ball field at some point in the future. In ,accordance with prior documentation, the Town of Barnstable"has constructed.a hiosolids.blending.and storage area 1.on top of the landfill cap where lime stabilized'sludge is blended with wood chips acid composted'yazd'waste'and stored-.uritil`the'tim'e of lan&applicatiorr. A sampling and analysis plan for this material was'develo ed and`submitted to the De`artmeiit P ..�. This information is available in alternate format by calling our ADA Coordinator at(617}574-6872. DEP on the World Wide Web: http:/Avww.magnet.state.ma.us/dep i�a Printed on Recycled Paper I 2 f and subsequently approved on April 22, 1996. The Town also obtained a Type 2 Approval of Suitability from the Department, dated May 6, 1998, based on records of lime stabilization and chemical analysis of representative samples of the material. In order to continue to utilize the sludge based material at the municipally owned soils excavation area and on portions of the landfill cap, a Land Application Certificate must be issued by the Department upon expiration of the existing Certificate. Also, the Town must seek approval from the Department of Environmental Protection, Division of Solid Waste, Southeast Regional Office, for continued use of this material on the closed and approved capped landfill site. The purpose of this permit is to establish the correct rate and volume of material to be applied to the site in accordance with the requirements of 310 CMR 32.20. Due to the fact that this project is a landfill site with closure and post closure use taking place under the approval of the Division of Solid Waste Management, the site control measures specified in the approved solid waste closure plan are applicable along with the site management requirements listed in 310 CMR 32.21 for land application projects. These requirements include, but are not limited to, restricted site access, stormwater control, proper land application procedures and protection of groundwater resources. Therefore, the purpose of this Land Application Certificate is the establishment of management standards for application of the sludge itself as final vegetative cover on the landfill cap and for reclamation of the soils excavation area. Calculations submitted with the application reveal that the limiting factor for the sludge to be used is the cumulative loading rate for copper. Based on this limitation, the depth of sludge/woodchip/yard waste blend that could be applied to the soils excavation area and landfill cap is 11 inches. The amount of plant available nitrogen supplied by the sludge applied at an 11 inch depth would be utilized through plant uptake and no excess nitrate would remain in the soils. Therefore, based on the documentation submitted in support of the landfill capping proposal, the Department conditionally approves the beneficial use of Type 2 sludge-based residual product to reclaim the soils excavation area and provide additional landfill cap material, as approved by the Department's Division of Solid Waste Management, at the Barnstable landfill site. Please be advised, since this is a site reclamation project and municipally owned landfill site and a one time application of material is proposed, the Department will allow the use of cumulative limits in determining the application rate and volume of blended material to be applied. The Town has documented an application rate of I inches based on cumulative calculations and documentation. Although cumulative limits were used to establish an application rate of 11 inches, it is the Department's understanding that the Town of Barnstable will only be applying the blended material at a rate of 6 inches. This is documented in the project narrative portion of the application for this land application certificate under the following sections: "Land Application Sites", `Biosolids Transportation,Blending, and Application" and"Findings". J The Barnstable Board of Health, in a letter dated December 10, 1998, approved the use of Type 2 blended sludge as proposed in this application, Barnstable Landfill Application No. 4, for the two areas at the Town of Barnstable capped landfill site. This approval fulfills the obligation of 310 CMR 32.25(5) which requires the written concurrence of the board of health prior to Land Application Certificate approval by the Department. r 3 The sludge/woodchip/yard waste blended material shall be applied in accordance with appropriate Department approval from the Division of Solid Waste and in accordance with the following terms and conditions: 1. The Town of Barnstable shall adhere to the site management requirements as listed in 310 CMR 32.21. 2. Public access to the site shall be restricted for a minimum of one year in accordance with 310 CMR 32.23(3) and shall include fencing and/or signage as appropriate. Please be aware, this one year restriction shall commence on the date of the last application of blended material to the site. 3. In accordance with your Land Application Certificate application, the soils excavation area will potentially be used as a public ballfield in the future. It is the understanding of the Department that this will not occur until the area has been fine graded and top-dressed with screened loam. The Department will not allow any such public re-use of this site until a report outlining proposed public health, safety and exposure control measures (such as top dressing), construction and maintenance has been submitted to, and approved by, the Department. This report should reference the transmittal number of this approval and be submitted to this office in a timely fashion so as to allow the Department at least sixty (60) days to review.. 4. This is a one-time approval for the use of blended material at this particular site. The sludge/woodchip/yard waste blended material may be applied once only at the approved rate of application and only with the concurrence of the Division of Solid Waste. As documented in the narrative portion of your application, a one- time layer of 6 inches will be utilized. 5. Materials used under this approval shall be limited to those that have been produced, or shall be produced, during the period of approval under the Approval of Suitability issued by the Department on May 6, 1998. 6. The materials must be well stabilized and free of excessive odors. Any materials containing unstabilized sludge are not to be utilized for final cover and must be subject to further treatment in accordance with 310 CMR 32.00 prior to use. 7. Incorporation into the sub-base layer is required for those areas designated for tilled application in your application. Incorporation into the sub-base layer is not required for those areas designated for surface application, landfill cap repair and sloped areas, due to the pre-mixing and processing of the sludge, risk to the landfill cap and difficulty in tilling sloped areas. 8. At the time of utilization the Town shall provide notice to the Southeast Regional Office so that a DEP representative may be on hand to observe the characteristics of the blended residuals. Approval is only granted for use of materials which have been properly stabilized, homogeneous (no sludge clumps), and do not create nuisance conditions. i 4 9. In accordance with 310 CMR 32.25(1), this Land Application Certificate is valid for one year. 10. The Town shall determine the total area of land application for the one year period as limited in condition #9 above, the volume of blended material needed for land application for that area and the timetable to generate that amount. As material is utilized for land application, it should be deducted from the amount available and the total amount necessary to accomplish one years land application., This information should be recorded and submitted to the Department monthly and any excess material should be reported along with a proposal of disposition. 11. The final blended material shall not contain any solid waste as defined by the Department of Environmental Protection, Division of Solid Waste Management, and shall be uniform in size with nothing larger than 2 inches contained therein. This may require screening of the blended material prior to land application. Please be advised, all future TCLP testing shall include analysis for 1,4 Dichlorobenzene. The Department reserves the right to rescind, suspend or modify this approval by the imposition of additional conditions or amendments to the stated conditions based on determining any actual or potential adverse impacts resulting from the conduct of this project. Should excess odors be generated through use of the sludge/woodchip/yard waste material the Town shall take immediate measures to decrease said odors through its own efforts or at the direction of the Division of Solid Waste Management or the Division of Water Pollution Control. If you have any questions regarding the Land Application Certificate, please contact Mr. Richard Rondeau at(508) 946-2816. Very truly yours, Elizabeth A. Kouloheras, Chief Cape Cod Watershed K/RR/cb cc: Mr.Nate Weeks Steams & Wheler 100 West Main Street P.O. Box 975 Hyannis,MA 02601 Mr. Mark Ells Department of Public Works 367 Main St. Hyannis,MA 02601 cc: Mr. Peter Doyle, Chief Operator Water Pollution Control Facility 617 Bearses Way Hyannis, MA 02601 Mr. Thomas A. McKean Board of Health P.O. Box 534 Hyannis,MA 02601, DEP-SERO ATTN:Paul A. Taurasi, P.E., Regional Director Robert P. Fagan, Regional Engineer, BRP David B. Ellis, Chief, DSWM, BWP Jeffrey E. Gould,Program Chief, WPC,BRP DEP-MILLBURY ATTN: Larry Polese r .f �TMEos Town of Barnstable Department of Health, Safety, and Environmental Services • BAxNSTABM 9 ,�a Public Health Division Fos P.O. Box 534, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean,RS,CHO FAX: 508-790-5304 Director of Public Health April 27, 1999 Thomas Mullen, Superintendent Department of Public Works Barnstable Town Hall 367 Main Street, Hyannis, MA 02601 RE: Permit Application for Land Application Certificate BRP WP 30, Application#4 Transmittal #139071 Dear Mr. Mullen, The Board of Health is in support of your request to use composted sludge as a vegetative layer on the landfill cap. Sincerely yours, Susan G. R�s�c R.S. Chairman Board of Health Town of Barnstable cc: Nathan C. Weeks, PE, Stearns &Wheler, Hyannis Peter Doyle, WPCD, Mark Ells, Senior Project Manager ks/ /slud e 9 g 4 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B. STRUHS Commissioner C Fly May 6 , 1998 Mr. Thomas Mullen, Superintendent RE: BARNSTABLE--Approval of Barnstable Department of Public Works Suitability, BRPWP29, 367 Main Street Wastewater- Treatment Plant Hyannis; Massachusetts 0.2601 Sludge, �Barnstable Landfill Application No. 3 , Transmittal No. 136211 Dear Mr. Mullen: In a letter dated January 30 , 1998 , the Town of Barnstable applied for a Type 2 classification for lime stabilized sludge _produced, or to be produced, at the Hyannis -Water .Pollution Control. Facilit_y in .Barnstable, Massachusetts from Decem-0er 1997_-to December 1999 ..-. :The Town of ..Barnstable has constricted a biosolids blending and storage area on top of the landfill cap„ where lime stabilized biosolids will .be blended:.with "wood chips and composted yard waste and stored until the time of land application. The blended material is intended to be applied to a site adjacent to the landfill cap which was formerly .used as a soils excavation area for the purposes of capping the town landfill . An application for an Approval of Suitability was filed under Transmittal No. 136211 and contained the following supplementary documentation: 1 . Three sets of laboratory test data representing January 1997 through September 1997 and reported as March 1997, July 1997 and October 1997 . This test- data includes parameters listed in 310 CMR 32 . 13 (5) (a) as well as organic parameters . 2 . Daily pH monitoring data for the sludge. 3 . TCLP (Toxicity Characteristic Leaching Procedure) results . The Department has reviewed the information submitted and has concluded that sampling,_ analysis and reporting has successfully been . completed pursuant to the requirements of 310 CMR 32 . 00 . Also,, as a result of-,its review,. the Department- has made the following determinations : 1 -All analyses -,has been .conducted . in accordance "with the sampling and analysis plan approved 'by- the .Department on April ..22 , 1996, which remains in force for the duration 'of this .approval of suitability. 20 Riverside Drive Lakeville. Massachusetts 02347 0 FAX(508) 947-6557 • Telephone (508) 946-2700 i -2- 2 . Sufficient data records have been submitted to allow the Department to classify the sludge. 3 . TCLP test data has demonstrated that the sludge is non-hazardous pursuant to 310 CMR 30 . 00 . 4 . Lime stabilization data indicates that the sludge meets pathogen reduction criteria for Type 2 approval in accordance with 310 CMR 32 . 80 (5) . 5 . Results of all bulk analysis of the material for the land application parameters have been reported appropriately. In all samples, the final product meets the criteria for Type 2 as set forth in 310 CMR 32 . 12 . As a result of the Department' s -review, the Town of Barnstable is granted Type 2 approval for sludge produced at the Town of Barnstable, Hyannis Water Pollution Control Facility. This approval is subject to the following terms and conditions : 1 . This is a one time approval for sludge produced from December 1997 to December 1999 . 2 . It is the Department' s understanding that a composite sample of the final blended material will be analyzed in order to verify that the final blended material is in compliance with Type 2 classification criteria. A representative sample should be collected as soon as enough sufficiently blended material is gene-rated and all parameters required in the approved sampling and analysis plan should be analyzed. This analysis should also include a TCLP to verify that the blended material is non- hazardous . Results of all analysis should be forwarded to the Department as soon as possible . 3 . No beneficial use of this material shall be allowed unless it is _n accordance with a valid Land Application Certificate issued by the Department in accordance with 310 CMR 32 . 20 . 4 . Record Keeping. The Town shall comply with all the record keeping requirements of 310 CMR 32 . 60, as applicable. S . Sampling and analysis must continue in accordance with the Department approved sampling and analysis plan, dated April 22, 1996 , with on-going quarterly sampling based on the size of your facility in accordance with 310 CMR 32 . 13 . 6 . Any sludge which fails to meet Type 2 criteria in accordance with 310 CMR 32 . 00 and this approval of suitability cannot be utilized as proposed in this application. The Department should be contacted in order to evaluate alternative methods of disposal . 7 . All sludge must continue to meet the requirements of 310 CMR 32 . 80 (5) , pathogen reduction requirements, with appropriate record keeping and reporting to the Department on a quarterly basis along with quarterly analysis results . i I -3- The Department reserves the right to rescind, suspend or modify this approval by the imposition of additional conditions or amendments to the stated conditions based on determining any actual or potential adverse impacts resulting from the conduct of this project . This Approval is an action of the Department . If you are aggrieved by this action, you may request an adjudicatory hearing. A Notice of Claim for an Adjudicatory Hearing must be made in writing and postmarked within thirty (30) days of the date this permit was issued. , Pursuant to 310 CMR 1 . 01 (6) , the Notice of Claim shall state clearly and concisely the facts which are grounds for the proceeding and the relief sought . The Notice of Claim, along with a valid check payable to the Commonwealth of Massachusetts in the amount of one hundred dollars ($100 . 00) , must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 The Notice will be dismissed if the filing fee is not paid, unless the appellant. is exempt or granted a waiver as described in 310 CMR 4 . 00 . If you have any questions,. please contact, Mr. Richard Rondeau. at (508) 946-2816 . Very truly yours, all ASlzabeth A. Kouloheras, Chief Cape Cod Watershed K/RR/rr cc : Mr. Nate Weeks Stearns & Wheler 100 West Main Street P.O. Box 975 Hyannis, MA 02601 .Mr. Mark Ells Department of Public Works 367 Main Street Hyannis, MA 02601 Mr. Peter Doyle, Chief Operator Water Pollution Control Facility 617 Bearses Way Hyannis, MA 02601 a -4- cc : Mr. Thomas A. McKean Board of Health P.O. Box 534 Hyannis, MA 02601 DEP-SERO ATTN: Paul Taurasi, Regional Director Robert Fagan, RE BRP Dave Ellis, DSWM Jeffrey Gould DEP-MILLBURY ATTN: Larry Polese.. r COMMONWEALTH OF MASSACHUSETTS . EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B. STRUHS Commissioner March 16, 1998 Mr. Thomas Mullen, Superintendent RE: BARNSTABLE--Administrative Barnstable Department of Public Works Review, BRPWP29, Approval of 367 Main Street Suitability, Wastewater Hyannis, Massachusetts 02601 Treatment Plant Sludge, Barnstable Landfill, Application No. 3 , Transmittal No. 136211 Dear Mr. Mullen: The Department has completed its Administrative Review of the permit application listed above and determined that the application is administra:ively complete . Accordingly, the Department will begin its Technical Review: According tor310 CMR 4 . 04, the Department now has sixty (60) days to complete its Technical Review and issue a final decision to grant or deny the permit . Provided your application is technically adequate, and none of the contingences outlined in 310 CMR 4 . 04 occur, the Department will make , issue a final decision within the timeframes listed above . If you have any questions, please contact Richard Rondeau at (508) 946-2816 . Very truly yours, / Eli2a& A. Kouloheras, Chief Cape Cod Watershed K/RR/bh CC : Mr. Nate.,•Weeks Stearns & Wheler = = 100 West Main Street P:O�. Box '975 Hyannis, ,MA 02601 '. 20 Riverside Drive 0 Lakeville, Massachusetts 02347 • FAX(508) 947-6557 0 Telephone (508) 946-2700 f I -2- cc : Mr. Mark Ells Department of Public Works 367 Main St . Hyannis, MA 02601 Mr. Peter Doyle, Chief Operator Water Pollution Control Facility 617 Bearses Way Hyannis, MA 02601 Mr. Thomas A. McKean Board of Health P.O. Box 534 Hyann-s, MA 02601 DEP-SERO ATTN: Paul Taurasi, Regional Director Robert Fagan, RE BRP Dave Ellis, DSWM Jeffrey Gould DEP-MILLBURY ATTN: Larry Polese Town of Barnstable BARKSTARM MASS ft Department of Public Works to 367 Main Street, Hyannis, MA 02601 'r r+v.+'. '40 Office 508-740-6300 Thomas J.Mullen Fax 508-790-6400 Superintendent January 30, 1998 Mr. Jeffrey E. Gould, Chief Division of Water Pollution Control Department of Environmental Protection, SERO 20 Riverside Drive Lakeville, Massachusetts 02347 Re: Permit Application for Approval of Suitability BRP WP 29, Application No.3 Transmittal No. 136211 Dear Mr. Gould: Enclosed is the permit application for Approval of Suitability (BRP WP 29) for Application No.3, for your review and approval. This permit application pertains to the classification of biosolids produced at the Hyannis WPCF from December. 1997 to.December 1999, and the planned land application of these biosolids. A permit application narrative is provided on the first five pages of the application which provides an introduction and background, the planned biosolids reuse, a review of the sampling and analysis plan, and a summary of biosolids analytical data. The Town of Barnstable plans to apply the blended material has early as May, 1998.. We will need DEP approval by that time. If you have any questions regarding this submittal,please contact Mr. Nathan Weeks, P.E., at Stearns & Wheler Engineers in Hyannis, Massachusetts; at 508/790-1707, or my office. Very truly yours, Thomas ullen Sup n ndent, DPW TJM:NCW:mjb cc: w/full enc. Mr. Richard Rondeau, DEP, SERO Mr. A. Lawrence Polese, DEP, Millbury Training Center Mr. Mark Ells, Town of Barnstable, DPW Mr. John Quinn, Town of Barnstable DPW, DWPC, Lab Director Mr. Nathan C. Weeks, Stearns&Wheler. Barnstable B oard o`f Health cc: w/permit application narrative Mr. Paul Taurasi, DEP SERO Mr. Brian Dudley, SERO, DWPC Mr. Peter Doyle, Town of Barnstable, DPW, DWPC Mr. Robert Fagan, DEP SERO . Mr. Jeffrey Heath, Stearns& Wheler C:UOBS\3002BARN\APPLIC3\GOULDLTR WPD • BRP WP 29 APPLICATION NO. 3 APPROVAL OF SUITABILITY FOR BENEFICIAL USE TOWN OF BARNSTABLE, MASSACHUSETTS SUBMITTED FEBRUARY 1998 BRP WP 29 PERMIT APPLICATION NO. 3 APPROVAL OF SUITABILITY FOR BENEFICIAL USE HYANNIS WATER POLLUTION CONTROL FACILITY PERMIT APPLICATION NARRATIVE January 30, 1998 INTRODUCTION. The Town of Barnstable (Town) has successfully used lime stabilized biosolids produced at the Hyannis Water Pollution Control Facility (WPCF) blended with wood chips and composted yard waste (blended material) as top soil in the construction of a landfill cap at the Town's municipal landfill. The Town still has a need for top soil on Town property adjacent to the capped landfill and on the landfill cap, and would like to permit the lime stabilized biosolids and blended material for land application on these areas. This permit application provides analytical data for the lime stabilized biosolids and blended material, and it requests classification of these materials as a Type II material in accordance with 310 CMR 32.00. This permit application narrative provides a background on previous biosolids permitting and land application; presents the planned biosolids reuse; and provides a summary of the approved sampling and analysis plan. BACKGROUND. Since 1991, the WPCF has produced lime stabilized biosolids for disposal and use at the Barnstable landfill. In 1994, a mixture of lime stabilized biosolids, wood chips, and composted yard waste (blended material) was applied to the steeper slopes of the landfill as an intermediate cover. This blended material was applied in a six inch layer, provided erosion control, and supported a vigorous crop of grass. As part of the Town's Landfill Capping Project,a six to ten inch layer of blended material has been used as the vegetative support layer (topsoil layer) in the final landfill cap. The lime stabilized biosolids and blended material have been permitted as a Type II material under Application No. 1 and No. 2 for biosolids produced from.January 1993 through December 1997. The following table summarizes the permit applications and DEP approvals to date. - 1 - . ....................... ........ . .................... .......................... ...................... »:::::«:»:::>:«<:;»;»>:<:::;;::: :: : : ` :> :: .;:.::::: P1T<AP 1I`IN . . .MIT : :t::%:::: ::: r::::::::Cisfi:::: ::<:`%`. :'..':'.`'B;�iFL !"'. 5{ !:: ::: a�+. �. :.:.;::.:;:.:;:; ;:.;:. ::.:::::.: ..................................................................... ;:< . Vanius :: :: ::.. X. :.::::::.:::::::::::::.:.::::::..:•............................................:.:...:.......: .:....:.:........::::...::::::.::.:..:...:...:::.:::::.:.:::.::::::.....::•.......:::.:::::::. : .:::::::::: et ...::::::::::::::::::.::::::::::::::::::::::::::::::::......::...:::.:......:::................. xx DEP . Application Permit Transmittal Submittal Approval Number (1) Permit Name Number Number Date Date 2 Sampling and BRP WP 28 106131 September April 22, Analysis Plan 20, 1995 1996 2 Approval of BRP WP 29 115182 May 15, July 16, 1996 Suitability 1996 2 Land BRP WP 30 138219 August 13, October 15, Application 1996 1996 Certificate 1 Sampling and BRP WP 28 106131 September April 22, Analysis Plan 20, 1995 1996 1 Approval of BRP WP 29 115181 May 15, May 7, 1997 Suitability 1996 1 Land BRP WP 30 139161 February 3, May 7, 1997 Application 1996 Certificate Note: Application No. 2 pertains to biosolids produced from January 1993 through September 1995, and Application No. 1 pertains to biosolids produced from October 1995 through December 1997. Analytical data submitted as part of these two previous applications demonstrates that the lime stabilized biosolids and blended material meets State and Federal regulations for a Type II material which has allowed the material to be used as the topsoil layer of the landfill cap. The analytical data also demonstrates that the lime stabilized biosolids and blended material meets Federal requirements for a Type A (USEPA Classification) material which would allow the material to be used on less restrictive sites. A summary of metals, PCBs, and nutrients data presented in the Approval of Suitability (AOS) applications for Application No.l and No.2, is included in Tables A and B, respectively. A summary of the TCLP data presented in Application No.1 and No.2, is included in - 2 - • Table C. A summary of Part 503 biological analyses is included in Table D. All tables are located at the back of this permit application narrative. The Town of Barnstable is finishing a comprehensive town-wide wastewater facilities plan. Among other tasks, the wastewater facilities plan is evaluating biosolids treatment and disposal alternatives for the 20 year design period. Preliminary findings indicate that disposal of thickened liquid biosolids at a regional disposal facility is the lowest cost alternative for the 20 year design period. The next lowest cost alternative for the 20 year design period is alkaline heat stabilization which is a modification of the current lime stabilization process. Alkaline heat stabilization for the 20 year design period would require modifications to the dewatering facilities at the Hyannis WPCF (including new dewatering equipment). It also requires a higher dose of lime to meet Federal performance requirements for beneficial reuse. Preliminary findings of the wastewater facilities plan also indicate that alkaline heat stabilization without new dewatering equipment is the lowest cost sludge disposal alternative for the short term. This alternative is viable for the next two to four years after which time the dewatering equipment may need to be replaced. Since 1992, the Town of Barnstable has maintained a disposal contract for disposal of thickened liquid biosolids at a regional disposal facility. The Town has used this contractual arrangement in the past to dispose thickened liquid biosolids when dewatered biosolids could not be taken to the landfill. A new biosolids blending and storage area has been constructed on top of the landfill cap where lime stabilized biosolids will be blended with wood chips and composted yard waste, and stored until the • time of land application. A letter to DEP dated November 26, 1997,_requested approval to store biosolids at this area, and provided a plan and schedule for the storage and use of the biosolids. DEP has provided verbal approval of this plan and schedule. PLANNED BIOSOLMS REUSE, The Town of Barnstable plans to maintain a contract for disposal of thickened liquid biosolids at a regional disposal facility. This contract will be competitively bid, and will be utilized on an as needed basis. The Town also plans to continue with biosolids beneficial reuse similar to the reuse at the landfill. The Town has prepared this application for Approval of Suitability(BRP WP 29) and has prepared an application for Land Application Certificate (submitted under separate cover) for biosolids produced from December 1997 through December 1999. Permit applications for sludge produced during this time period will be referenced as.Application. No. 3, similar to the submittals for Application No. 1-and No. 2, discussed in the background. - 3 • The Town has two main uses for the blended material. A 14 acre site adjacent to the landfill (Soils Excavation Area) has been used as a source of soil material for the landfill capping process. The Town plans to use blended material as topsoil for the graded site. A four acre portion of the landfill cap (4 Acre Area)was permitted to receive a ten inch layer of blended material under Application No.1. Instead, this area received natural top soil removed from the 14 acre'property. It is believed that this four acre property could still be used to receive blended material. The planned land application of blended material on these sites is described in the Land Application Certificate which is submitted under separate cover. REVIEW OF SAMPLING AND ANALYSIS PLAN. The Sampling and Analysis Plan (BRP WP 28) for Application No. 1 was submitted on September 20, 1995, as transmittal No. 106131, and was approved by DEP on April 22, 1996. The Sampling and Analysis Plan was subsequently modified by a request dated July 12, 1996, to allow composite sampling of the lime stabilized biosolids at the Hyannis WPCF. Discussions with DEP have indicated that the Sampling and Analysis Plan for Application No. 1 can be used for Application No.. 3. The main components of the Sampling and Analysis Plan are summarized below. 1. The lime stabilized biosolids will be sampled daily to verify that the pH of the material meets requirements of 310 CMR 32.80. The pH data will be submitted to DEP quarterly. 2. Quarterly composite sampling of the lime stabilized biosolids will be performed in accordance with Table 32.13, 310 CMR 32.13. The composite samples will be collected in the following manner. • An equal sized portion of the daily pH.sample will be saved in a polyethylene container. • At the end of the quarterly (three month) period, the saved material will be mixed, and a representative composite sample will be sent for analysis. .3. In order to classify the biosolids,DEP requires three rounds of sampling. Prior sampling from Application No. 1 will be used to classify the biosolids. These samples are referenced below. • Sample No. J-2501, sampled March 25, 1997, for biosolids produced from January 1997 through March 1997, results submitted to DEP on April 23, 1997. • Sample No. J-2565,.sampled July 1995, for biosolids produced from April 1997 through June 1997, results submitted to DEP on July 22, 1997. . -4 - • Sample No. J-2640, sampled October 1997, for biosolids produced form July 1997 through September 1997, results submitted to DEP on November 7, 1997. The first land application of the blended material is planned for May 1998. By that time, two additional composite samples(biosolids produced from October.1997 through March 1998) will be analyzed and the data will be sent to DEP. 4. Analytical services will be provided by a contract lab that will be selected by the Town's municipal bidding requirements. The Town has used the following labs in the past which have provided satisfactory service and could be used during 1998 and 1999. • Toxicon Corporation of Woburn, Massachusetts (#MA 064) • Alpha Analytical of Westborough, Massachusetts (#MA 068) • Geo Labs, Inc. of Rockland, Massachusetts(#MA 015) • Woods Hole Group Environmental Labs, Raynham, Massachusetts (#MA 030) Detection limits of the analyses used will be at least as low as the classification criteria set forth in 310 CMR 32.12. 5. TCLP analyses have been performed on.the non-lime stabilized biosolids, lime stabilized biosolids, and on the blended material as summarized on Table C. These analyses demonstrate that these materials are not hazardous with respect to the 310 CMR 30.00.. This data is submitted as part of the AOS. The Town believes that this data satisfactorily, demonstrates that the material is not hazardous. 6. A composite sample fbr the final blended material will be analyzed and the results submitted to DEP. 7. All analyses will be ;performed in accordance with DEP requirements for approved test methods in accordance with 310 CMR 32.70. 8. The land application certificate calculations will be based on analyses of the blended bio.solids as summarized on Table A and B. C:\JOBS\3002BAP.N\APPLIC3\NAR29.WPD • - 5 j 911LE A ANALYTICAL RESULTS SUMMARY Metals,PCBs and Nutrient Analysis BRP WP 29,Application No. 1 Town of Barnstable,Massachusetts Lime-Stabilized Biosolids I Blended I I I I Data submitted in this application(Table 1) Biosolids Barnstable Sample No. J-2132 J-2209 J-2210 1-2264 J-2310 J-2389 J-2451 J-2501 J-2565 J-2640 J-2535 Date Sampled 9/13/95 12/5/95. 12/5/95 3/14/96 6/26/96 9/27/96 1/13/97 3/25/97 7/1/97 10/15/97 35556 Date Sludge Produced .. 6/95-9/95 10/95-12/95 10/95-12/95 12/95-3/96 3/96-6/96 6/96-9/96 9/96-12/96 12/96-3/97 3/97-6/97 7/97-9/97 10/95-12/95 Pile(s)Sampled Pile L Pile M(1) Pile M(1) _Pile M Pile N lab mix lab mix lab mix lab mix lab mix Pile FF Analytical Lab Name Geolabs Toxikon Toxikon Toxikon Toxikon Toxikon Toxikon Toxikon Toxikon Alpha Toxikon Lab Sample No. 36467 1-J-2209 1-J-2210 5-2264 01-J-2310 1-J-2389 I J-2451 1-J-2501 J-2565 J-2640 J-2535 Analysis Results: pH 12 13 13 12.5 12.6 11.4 12.5 12.6 12.4 9.3 8.4 %solids 31 34.9 36.4 41.9 36.6 30.7 41.7 34.8 36.4 42 . 56 Tot-N (mg/kg) 9900 8910 7270 900 14300 9000 18700_ 25200 27600 19000 6850 .Amm-N (mg/kg) 2130 97.9 77.2 170 1070 200 50 6.49 12100 730 113 Nit-N (mg/kg) 3.32 nd nd nd nd nd nd nd nd 6.8 71.1 Tot-P (mg/kg) 366 425 482 1150 1700 50 4170 2360 3710 1000 2430 _ K (mg/kg). 2100 1427 1183 1185 1240 1730 1180 1993 1850 nd 641 Cd (mg/kg) 1.35 1.79 2.08 nd _3.82 nd nd nd 1.36 0.95 0.8 Cr (mg/kg) nd 4.56 4.94 2.49 9.11 10.4 13 9.95 8.36 7.6 7.84 _ Cu. (mg/kg) 561 388 364 121 4.66 497 307 418 252 380 149 Ph Ong/kg) 73.2 32.5 27.5 12.8 31.4 29.9 nd 0.832 51.5 60 36.4 Hg (mg/kg) 0.27 1.67 nd nd nd 1.55 1.15 2.13 1.04 1.6 0.695 Ni (mg/kg) 4.81 nd nd nd nd 6.97 nd nd nd 6.7 2.64 . Zn (mg/kg) 309 216 205 152 302 340 289 3.01 324 540 113 Mo (mg/kg) 5.1 3.62 3.28 . nd 5.39 16.8 nd 5.45 3.11 nd nd Boron (mg/kg) n/a 4.97 4.47 2.78 8.17 nd _ 40.4 14.3 35 nd 5.03 PCBs (mg/kg) nd nd nd nd nd nd nd gd nd nd nd Arsenic (mg/kg) n/a nd nd nd nd nd nd nd nd 1.2 nd Selenium (mg/kg) n/a nd nd - -nd- -- nd nd nd rid nd 1.7 nd Notes: 1.Indicates duplicate sample. TAB-AD12.XLS,Table A - Stearns&Wheler,LLC 1/16/98,2:26 PM,NCW Environmental Engineers and Scientists TABL1 B ANALYTICAL RESULTS SUMMARY Metals,PCBs and Nutrient Analysis BRP WP 29,Application No.2 To%vn ot'Barnstable,Massachusetts Lime-Stabilized _ Blended 13iosolids Biosolids Barnstable Sample No._ J-2132 J-2133 J-2138FI�511 _ J-2174 J-2175 J-2176 J-2177 J-2260 J-2261 J-2262 J-2263 Date Sampled 9/13/95 9/7/95 10/2/95 11/16/95 11/16/95 l l/16/95 11/16/95 3/14/96 _3_/14/96 3/14/96 3/14/96 Date Sludge Produced 6/95-9/95 6/95-9/95 4/93-6/93 9/93-2/94 9/93-2/94 2/93-8/93 2/93-8/93 9/93-2/94 2/93-8/93 2/94-11/94 12/94-9/95 Pile(s)Sampled Pile L Pile L Pile EPile AA(1) Pile CC(1) Pile AA(I) Pile CC(1) Pile AA. Pile CC Pile DD Pile EE Analytical Lab Name Geolabs Geolabs Aqua Air Toxicon Toxicon Toxicon . Toxicon Toxicon Toxicon_ Toxicon Toxicon Lab Sample No. 36467 36468 1518 1 - _ J-2174 J-2175 J-2176 J-2177 J-2260 J-2261 J-2262 J-2263 Analysis Results: pH 12.0 11.6 11.55 11.72 11.0 10.2 12.4 11.6 8.7 10.5 9.3 8.6 solids 31 65 36.03 40.42 46.9 54.3 48.6 55.4 49.6 56.2 53.8 53.5 Tot-N (mg/kg) 9860 10400 5146 9898 _ 2860 1980 1610 2300 1820 770 1180 1210 _ Amni-N (mg/k-g) 2130 122 238 570 176 85.9 479 71.0 1800.0 760.0 940.0 1200.0 Nit-N (mg/kg) 3.32 251 89.5 167 _ 88.0 53.6 73.9_ 37.6 nd 4.25 19.8 nd __Tot-: (mg/kg) 366 nd nd_ nd 4000_ 6670 5300 4600 1680 2700 3130 1310 K (mg/kg) 2090 1150 560 1270_ 1718 1243 1239_ 1326 1045 837 1049 1505 _ Cd (mg/kg) 1.35 1.35 2 2 nd 2.99 2.22 2.38 2.88 2.29 2.62 8.07 Cr (mg/kg) nd 5.74 13 12 5.55 5.32 4.57 5.09 7.19 5.22 5.75 19.1 _ Cu (mg/kg) 561 466 871 _ 698 197 190 174 220 219 194 237 164 Pb (mg/kg) 73.2 46.3 93 72 35.2 34.2 27.1 35.4 34.0 24.3 37.1 30.5 Hg (mg/kg) 0.2700 0.1020 1.04 0.987_ 0.506 2.63 nd 3.22 0.706 0.615 nd nd Ni (mg/kg) 4.81 5.17 10 - 9 nd nd nd rid nd nd nd 13.1 _ Zn (mg/kg) 309 235 355 320_ .122 135 112 150 115 113 172 92.5 _ Mo (mg/kg) 5.10 2.88 <I < 1 1.82 nd nd 1.75 nd nd _ nd nd _ Boron (mg/kg) n/a n/a nd ad 11.6 7.71 8.93 7.32 6.42 6.83 6.75 13.7 _ PCBs .(mg/kg) nd nd nd ad nd nd nd nd nd ad nd nd Arsenic (mg/kg) n/a n/a 2 2 nd nd nd nd nd nd nd nd Selenium (ing/kg) n/a n/a nd nd nd nd nd nd nd nd nd nd Notes: 1)Indicates duplicate samples. T Steams&Wbeler,LLC AB-BC2.XLS,Table B 1/16/98,2:15 PM,NCW Environmental Engineers and Scientists TABLE C Analytical Results Summary TCLP Analysis BRP WP 29,Application Nos.1 and 2 Town of Barnstable,Massachusetts Dewatered Biosolids Lime Stabilized Biosolids blended with wood chips and composted (not lime stabilized) (lime stablilized) yard waste Bams.able Sample No. n/a n/a n/a Date Sampled 9/9/94 n/a 9/9/94 Date Sludge Produced Aug-94 Jun-95 Oct 1995-April 1996 Pile(s;.Sampled Conveyor Conveyor FF Analytical Lab Name Alpha Analytical Mitkem Toxicon Lab Sample No. L9406572 B134-01 OIJ-2309 (results in mg/1) Arsenic <l.0 <0.0200 <0.5 Barium 0.6 <0.2800 1.02 Cadmium <0.1 <0.0040 <0.1 Chromium <0.2 <0.0100 <0.1 Lead <0.5 <0.0220 <0.1 Mercury <0.01 <0.0003 <0.005 Selenium <0.5 <0.0300 <0.3 Silver <0.1 <0.0200 <0.I Endrin <0.001 <0.00033 <0.01 L indane <0.041 <0.00017 <0.01 Methoxychlor <0.002 <0.0017 <0.01 T:oxaphene <0.01 <0.0170 <0.01 2,4,-D <0.005 <0.00033 <0.001 2,4,5-TP <0.005 <0.000033 <0.001 Benzene <0.005 <0.0100 <0.01 C-TetraChloride <0.005 <0.0100 <0.01 Chlordane <0.01 <0.0170 <0.01 Chlorobenzene <0.018 <0.0100 <0.01 Chloroform <0.0075 <0.0100 <0.01 C-Creosol n/a n/a n/a M-Creosol n/a n/a n/a p-Creosol n/a n/a n/a Creosol 3.13 0.059 <0.04 1.4 Dichlorobenzene <0.05 <0.0330 <0.04 1.2 Dichloroethane <0.0075 <0.0100 <0.01 1,1 Dichloroethylene <0.0075 <0.0100 <0.01 2.4 DinitroToluene <0.045 <0.0330 <0.04 Heptachlor <0.001 <0.00017 <0.005 Heptachlor Exoxide n/a n/a <0.005 Hsxachloro benzene <0.033 <0.0330 <0.04 Hexachlorobutadiene <0.096 <0.0330 <0.04 n Hz!xachloroethane <0.06 <0.0330 <0.04 Methyl ethyl ketone <0.05 <0.0100 <0.01 Nitrobenzene <0.0228 <0.0330 <0.04 Pentachlorophenol <0.1104 <0.0830 <0.04 Pyridine <0.3 <0.0330 <0.04 Tetrachloroethylene <0.0075 <0.0100 <0.01 Trichlorethene <0.005 <0.0100 <0.01 2,4,6 Trichlorophenol <0.033 <0.0330 <0.04 . 2,4,5 Trichlorophenol <0.057 <0.0830 <0.04 Vinyl Chloride <0.018 <0.0100 <O.OI • TAB-BC2.XLS,Table C Stearns&Wheler,LLC 1/16/98,2:17PM Environmental Engineers and Scientists TABLE D ANALYTICAL RESULTS SUMMARY Part 503 Analyses Town of Barnstable,Massachusetts Lime-Stabilized Biosolids Barnstable Sample No. J-2390 J-2452 J-2502 J-2640 J-2563 Date Sampled 9/27/96 1/13/97 3/25/97 10/15/97 I May-97 Date Sludge Produced 6/96-9/96 9/96-12/96 12/96-3/97 7/97-9/97 Apr-97 Pile(s)Sampled lab mix lab mix lab mix lab mix lab mix Analytical Lab Name Inchcape Inchcape Wood's Hole Alpha NEL Analysis Results: ON Solids 35.9 Fecal Coliform(1) (MPN/100m1) <20 <20 <20 <1.9 Salmonella(2) (9/4gm) <2.2 Viable Helminth Ova(3) (MPN/4gm) <1 Enteric Virus(4) (PFU/4gm) <1 Notes11) Standard Meathods 9260G 2)Zinc Sulfate, Density Gradient(Yanko, WA,1988)& EPA 600/1-87-014 13)Plaque Assay/EPA-600/4-84-013 (R11),ASTM D4994-89 TAB-AD 12.XLS,Table D Stearns& Wheler, LLC 1/16/98,2:39 PM,NCW Environmental Engineers and Scientists uurCau u1 I,�Jw,� RRP WP 29 Approval of Suitability (AOS) Application forApproval of Suitability (AOS) for Beneficial Use under310 CMR 32.00 Instructions General information Please print or type the requested information in the Date of application: 5. Operator's name or contact person: spaces provided. May and September 1998 and 1999 Robert Burgmann mown gnT — Name 1. Application for the classification of: (_S 0 8) 7 n F i n Telephone number CR sludge ❑ septage ❑ compost ❑ other. 5 0 8 L7 9 0—6 4 n n FAX number Pleasesvecly 6. Owner's name and address: Barnstable Department of . Public 2. Type of sludge generated: s 3:Domestic only ❑ Industrial Nat 6 7 Main Street ❑ Water Treatment ❑ other. yannis MA 02601 Please desurbe - ———— Ciry/To�p c de 7. NPDES Permit or Groundwater Discharge Permit number: Draft Groundwater Permit based on No . 0-21 3. . Generator information—generator means:a for sludge- g ) g 8. Type of treatment provided: the treatment facility;b)for septage-the first person ❑ primary whose action or intended action causes septage to be ❑ secondary subject to Regulation for Land Application 310 CMR ® advanced 32.00: ❑ other(specify): Hyannis Water Pollution Control Name --- -- -- --- 617 Bearses Way Addrea -- — Hyannis MA 02601 Ciry/TowwTip code 4. Facility address(if different): SAME Name Address Ciwromop code Rev.8/94 Page 1 of 7 Massachusetts Department of Environmental Protection i Bureau of Resource Protection- Water Pollution Control Transmittal i RRP WP 29 Approval of Suitability (AOS) Application for Approval of Suitability (A OS) for Beneficial Use under 310 CMR 32.00 ' � Sludge 1. Average daily flow of wastewater or water. 1 . 57 Mi-Ylion pa(brn/day 2. Average daily quantity of sludge: 2 . 0 dry OZ03y 3.. Average daily quantity of septage treated: 19 , 800 gallons per day --- 4. . List of industrial discharges to generator or if the sludge is non-domestic a li.st of all chemicals used in the process: a. Municipal.—Does your facility have an approved pretreatment program? (If yes, please provide copy of U.S. EPA approval letter.) C�Yes ❑ No . ff you do not have an approved pretreatment program please provide a list of all known industrial discharges to the system. Name Type of Quantity Duality(ConstftuenU . of Discharger (Business)' (gal/day) in discharge) N/A °Type of Business should indicate that process or those processes which could be of concern relative to the quality of the discharge.(i.e.plating operation). Rev.8/94 Page 2 of 7 Massachusetts Department of Environmental Protection 1 -I r,,,> > 1 Bureau of Resource Protection— Water Pollution Control Tranuruttat BRP WP 29 Approval of suitability (AOS) I Application forApproval of Suitability (AOS) for Beneficial Use under 310 CMR 32.00 Sludge (coot.) b.Other-List of all chemicals used in your process. 6. Proposed use: (attach separate sheet if necessary) r-1 Fertili7er *M Sail Amendment Lime' for sludge stabilization o yme r for s u g e thickening 7. Proposed classification: and dewatering Hypochlorite s o u t i o n for ❑ Type I (applicant must submit copy of the Application effluent disinfection & odor ta the local Board of Health) Hydrogen peroxide for odor cont -91TYpeli or ❑Type III 8. Proposed user and amount(if known) ----- _ -- _— ❑ General Public Ammunt 5. Description of stabilization process employed and ❑ Commercial Establishment explanation of how it complies with 310 CMR 29.12; pathogen and volatile solids reduction.(Please attach documentation to demonstrate compliance with the mount technical criteria in 310 CMR 32.80 and 32.81,i.e. temperature records from a compost operation,etc.): IS Government Town o f Barnstable 5 , 000 cubic yards blended Compliance w/lime stabilization • =e-q-u-ra-t-i o n s- --p a o g e n Amount reduction criteria are indicated e a 1:-fa chi e p & e c a ❑Private Individual coliform data . -- Amount Rev.e/94 Page 3 of 7 Massachusetts Department of Environmental pro tecrion 136211 Bureau of Resource Protection—Water Pollution Control Transmittal I J BRP WP 29 Approval of Suitability (AOS) Application for Approval of Suitability (AOS) for Beneficial Use under 3l0 CMR 32.00 septage 1. List of Industrial and Commercial Sources of Septage(additional names may be listed on separate attached sheet): Quantity Quality Name of Source Industrial/Commercial (gaVmonth) (constituents. in septage) 2. Quantity of septage: 5. Proposed user and amount(if known) a. received by generator ❑ commercial establishment <35 , 000 gallons perday amount b. stored by generator .3 government Town of Barnstable 5 , 000 cubic yards blended �40 , 00.0 -- amount material per year . gallons cer day c. disposed of by generator ❑ private individual L40 , 000 amount gallons per day 3. Proposed use: ❑ fertilizer soil amendment 4. Proposed classification: �fype If or ❑ Type III Rev.8/94 Page 4 of 7 Massachusetts Department of Environmental Protection 3 F 211 Bureau of Resource Protection— Water Pollution Control Transmittal f RRP WP 29 Approval of Suitability (AOS) Application forApproval of Suitability (AOS) for Beneficial Use under 310 CMR 32.00 Sampling and Analysis Plan 1. Prior to analytical work being conducted the applicant Date of Department approval of the sampling and analysis must submit for Department review and'approval parts A plan: through 0 of the"Format for Reporting Sludge Analysis Plans Pursuant to the Application for Approval of April 2 2 , 1996 Suitability". Please note that failure to provide all information as required in part E will be cause for Department denial of an Approval of Suitability(AOS)or Land Application Certificate(LAC). Report of Sludge Analysis 6. Provide the names the addresses of all contracted laborato- ties(if different from those listed in section 0 11.): 1. Specify the date(s)on which the stabilization of the See Laboratory Reference Section . sludge,which was sampled and analyzed,was completed: (records must be submitted with this section which documents compliance with the technical criteria for pathogen reduction pursuant to 310 CMR 32.80 and/or 32.81 i.e.for composting temperature records must be submitted as part of this application): See Tables A and C of ermit Application Narrative and Tables 1 and 2 in Part II . 2. Date(s)of sample(s)collection(report in column 5 of tables 1 and 2): See Part II 7. Provide the date of analysis of each analyte in column 7 of tables 1 and 2,include date(s)of sample extraction for 3. Date(s)sample(s)received by the laboratory: PC8's and pesticides in column 6 of tables 1 and 2. See Part I I and C 0 C forms . 8, Provide in column 8 of tables.1 and 2 the analytical method actually used for each parameter stating specific reference source and method number. Include similar information for digestionlextraction procedures utilized that are not described in the analytical methods. Explain below any 4. Include with this report a copy of a completed-Chain of deviations taken from methods cited in the Sampling and Custody form documenting sample collection,transporta- Analysis Plan. tion,and receipt by the laboratory. 9. Provide in column 9 of tables 1 and 2 the detection limits for each parameter.(Note:in the event a parameter is 5, Provide the name of the person(s)who performed the reported as none detected,the detection limit must be equal sampling and his/her qualifications(if different from that to or less than the criteria listed in 310 CMR 32.12(2)for listed in section C 15 f.): the classification requested. Detection limits greater than See resumes of John Quinn and these values will be cause for Department denial of an. . Approval of Suitability or Land Application Certificate). Ann Mastroianni in Laboratory 10. Complete the information requested in columns 2,3,and 4 of tables 1 and 2. Reference Section . 11. Provide certified copy(ies)of the lab(s)reports)to the. applicant for Approval of Suitability,including statement that lab has adhered to the requirements of its quality controllquality assurance plan. Rev.8/94 Page 5 of 7 Massachusetts Department of Environmental Protection 13 6 211 Bureau of Resource Protection—Water Pollution Control Transm&al i RRP WP 29 Approval of Suitability (AOS) Application forApproval of Suitability (AOS) for Beneficial Use under 310 CMR 32.00 JA Sampling Results Sampling Results:Upon Department issuance of an Approval after completion of analysis;the owner or operator is also of Suitability(AOS)results of on-going analysis performed in responsible for sending copies of the results to the Board of conformance with the Department approved Sampling and Health where the operator or owner is located. Analysis Plan must be sent to the Department immediately - 13 Certification PE 'I certify that I have personally examined and am familiar Print name with the information submitted in this document and all attachments and that, based on my inquiry of those individu- als immediately responsible for obtaining the information, I believe that the information is true,accurate,and complete.' signature Q Signed under the pains and penalties of perjury: Z/ Ltale ' Ala Aft title Jr .✓N s f lv . Affiliation Rev.8/94 Page 6 of 7 miredu ul 11eS'uulCG rlutct;uwi — vvatci ruaiuuun vv„uv, iraiianuuc,� BRP WP 29 Approval of Suitability (AOS) Application for.4pproval of Suitability (AOS) for Beneficial Use under 310 CMR 32.00 For DEP Use Only Date received: 2. Are there additional constituents required to be analyzed for ❑ Yes ❑ No Reviewed by: 3. Department approved changes to analysis requirement: a. ❑ frequency Date of final disposlion: New mqurmment b. ❑ constituents Disposition: a. ❑ approved a: submitted Newmqutrnment b. ❑ approved with modifications: c. reason for change and date: 1)Dale: 1)Reason ( d. Date of board of health notification: c. ❑ denied . 4. Analysis reports should be dated by receipt and attached to Reasons for denial: this application form. 1. Sampling and analys s plan review: a. Is laboratory acceptable?' ❑ Yes ❑ No 'Acceptable means a b. Is the plan acceptable? ❑ Yes ❑ No laboratory which has been fully c. Disposition: ❑ 2pproval ❑ rejection and reasons: certified for analysis of specific param- eters required in sludge analysis. Rev.8/94 Page 7 of 7 b k� ro ��� � x H H H a! �f '� , 4 t r�'t�' I`-'�� 3RP WP 29 gzzZm Application No . 3 V . Rencrt BL Sludas Ana VsiS ? Soac_:Y t e date(s) on 'wh C- t:e St3r? 1Zat_CR of t~e s>.ud_a waica Was sanl,ad and analyzed, was CCL:Dl.ated: • (raccrds must e SLItBltted wit:z this sac--ion whi c- dcc-,L—ents ccmml i a Ce with �e taC`.R1CZi C'Z=`__j a =c Dat CCan reauCt_CR au--suz—a it. mc 210 C''r`Z 22.30 amd/o --or CC=most":Zg ce-aerat,U_—e __cards cust ce Su ' ittad as Darr of this acm L Kati ar.) . Lime stabilization occurs on a daily basis. ' See pH data in certified lab data. 2 . Data(s) of sa_cls (s) coi?ect;cn (RscGr_ n_Cai_.rr i Cf a-b1es _ and :_1 See Tables I and II Date(S) Sam=Ia(S) reCelVZ_ V See Tables I and II 4 . !.^.CL�Ce r_z:, z__'_S =��Gr� C:vV o= a C'`r. i?'aC SzCCV =V `Cc".re^_T_C Sam.,-? CG1_= ._?G' _a_iScC a. C _ ec-a me CY See BRP WP 29 attachments, COC Forms who :"erfc=ad ,tne sZ77 : and ::'_sI--Sr CUa ; .?Ca"4 Cns di er=.^._ ' Same as II Sf See 3RP rNP29 attachments; laboratory reference list. 7 . ?_o V_da t e dat_ ci a a1ys�s c= ��c c �i vte _.c Ce:.. ? c _7 '_rC ude date(s) of Sande aXt=act_Cr. Lcr :C3`s and -CesCic;'des iIi CcLu, n a of Tablas 7, ai;d ., _ $ . :roV4 da i n CC 1 u_mm 3 of Tah1eS and 77 the aila1 ?CST nct_^_GG L'Sed =Gr eact cax; e=ar Sta__=,.^,+ S^veC;=:C ra:eranC= sou=ca and method nu=' ber.. 1_''iC1.Llde sLi',a- =Cr d,C�flSL1Cfi�nX�=?Ct.=CR L'rCCed TLr'a5 L't�.?1=a"- t=a - are C : CesC_=:ea Zn ` e cal met_'1Cds. Z`= a?n_ 1:e1CG az-y 7 • Sa=Lin and A-naiVsis ?!am deviations Laken L.--cm _eLZCds 2 }� --. . C: this s Cat- There were minor deviations from the cited anaivtical methods which did not cause the detection limit to exceed the maximum allowable concentration listed in 310 CMR 32.12 (2) . Cc1l�': C Ci T'a:Les and _= 7=-te detect-Jan T ice?tS CCr eacz Oarameta_. .. (Nat_: _-n t_' a event a Da=—e s 7_-2n_ ="Z__ as name oT acr`ri muss -'-e ecua t.0 C= Less tiara 1 at a C _a Lis zad _n 3 1O C�? 3 2 . 12 (2) 'cr e Crass__?catian r=_ rested. `1—eaCer Sian t_`'Tesa va L'es ;;i 1 T ce Cause far JcO2''=ma"C Ce.^.' ci Cr Gi? :O_C-^.va-I C= ��:-�.d�'_1 _-V_ L0 - =C`r-=e in CcL"—. C= `:'a.^.1 as 1 =_.'•- _ a_ Least Cne =ez--f=anaa SC.a_".Cc:C Ca,'e=4—s --:?= s a M p a. ana YS_S . 1._ . CC ✓Le=e tie. .r'is . 2, 3 , aIIC " C= LcCies anC :=• car--, . CCDV(s) C= tae Lam (S} :_OQ:_(S} tC Ci? aDC i=Cant =Cr =.cOrcval CO .ju t—=D? ' =e.�, =i?C?LlQ1:'i� S�.a�.;._r'C C~?t. Lai has aCinrad ='C tie ram''-- a'-�-'s. C= _L.S a% it.j CC::__C C'ua__ _t assurance 3 7Cer�__'� .-^_?_ h -�`r a i i V aXa3'n?C at?C' a:. ___'i i 7 __ `W _ _ ave L Scii _ - _ -- ' CC---,anz Z m d a1 i Gn==Cr'r_or -5 an,' =:.aL :rased C^ 'V ?_^_CC1=_/ C= -'CSc _'CiV=C1ta1S t_",a d i a`ai.y _�c'C:is1..i e _C' CDLat ni C .=a '_.-fa r=c__am, _ Za. i _VS L aL --a ' S e, anC S' C' r U deT ie maims ani _anal pies C- parju-'Y: S i a na_" -a: Data. `T'.'..t,1 a . A. L/ I Table 1 Required Data for Substances Specified in 310 CMR 32.12 (2) (a) & (b) and new EPA Part 503 Regulations (A minimum of 3 separate analyses are required for initial approval) LAB, SAMPLE #: Toxikon, J-2501 - 1 = - 2 - -3 - - 4 - - 5- -6- - 7 - - 8- - 9- Parameter, Reporting Cone. Preserv. Date Date Date Method Detection Units (dry weight) Technique Sampled Extracted Analyzed Reference Limits No. 1. pH S.U. 12.6 4 deg C 3/25/97 3/27/97 USEPA 9040 X 2. % solids % -34.8 4 deg C 3/25/97 3/27/97 SM 2540 G n/a 3. Total Nitrogen mg/kg 25200 4 deg C 3/25/97 3/27/97 USEPA 351.1 n/a 4. NH4 -Nitrogen mg/kg 6.49 4 deg C 3/25/97 3/27/97 USEPA 350.1 4.00 5. NO3 -Nitrogen mg/kg ND 4 deg C 3/25/97 3/27/97 USEPA 353.2 0.18 6. Total P mg/kg 23601 4 deg C 3/25/97 3/27/97 USEPA 365.1 0.70 7. K mg/kg 19931 4 deg C 3/25/97 3/27/97 USEPA 3050 68.20 8. ppm Cd mg/kg ND 4 deg C 3/25/97 3/27/97 USEPA 3050 0.68 9. ppm Total Cr mg/kg - 9.95 4 deg C 3/25/97 3/27/97 USEPA 3050 1.36 10. ppm Cu mg/kg 418 4 deg C 3/25/97 3/27/97 USEPA 3050 1.36. 11. ppm Pb mg/kg 0.832 4 deg C 3/25/97 3/27/97 USEPA 3050 6.82 12. ppm Hg mg/kg 2.13 4 deg C 3/25/97 3/27/97 USEPA 245.1 0.226 13. ppm Ni mg/kg ND 4 deg C 3/25/97 3/27/97 USEPA 3050 2.73 14. ppm Zn mg/kg 3.01 4 deg C 3/25/97 3/27/97 USEPA 3050 2.73 15. ppm Mo mg/kg 5.451 4 deg C 3/25/97 3/27/97 USEPA 3050 2.73 16. ppm Boron mg/kg 14.3 4 deg C 3/25/97 3/27/97 USEPA 3050 2.73 17. ppm PCBs mg/kg ND 4 deg C 3/25/97 3/26/97 7/9/96 USEPA 8080 0.5 18. ppm Arsenic mg/kg ND 4 deg C 3/25/97 3/27/97 n/a 13.6 19. ppm Selenium mg/kg ND 4 deg C 3/25/97 3/27/97 n/a 34.1 Page 1 Table 1 Required Data for Substances Specified in 310 CMR 32.12 (2) (a) & (bl and new EPA Part 503 Regulations (A minimum of 3 separate analyses are required for initial approval) LAB, SAMPLE #: Toxikon, J-2565 I. - 1 - -2 - -3 - - 4 - - 5 - - 6- - 7 - - 8 - -9- Parameter Reporting Conc. Preserv. Date Date Date Method Detection Units (dry weight) Technique Sampled Extracted Analyzed Reference Limits No. - 1. pH S.U. 12.4 4 deg C 7/l/97 7/9/97 USEPA 9040 X 2. % solids % 36.4 4 deg C 7/l/97 7/9/97 SM 2540 G n/a 3. Total Nitrogen mg/kg 27600 4 deg C 7/l/97 7/9/97 USEPA 351.1 4.00 4. NH4 -Nitrogen mg/kg 12100 4 deg C 7/1/97 7/9/97 USEPA 350.1 4.00 5. NO3 - Nitrogen mg/kg ND 4 deg C 7/l/97 7/9/97 USEPA 353.2 0.18 6. Total P mg/kg 3710 4 deg C 7/1/97 7/9/97 USEPA 365.1 0.70 7. K mg/kg 1850 4 deg C 7/l/97 7/9/97 USEPA 3050 67.50 8. ppm Cd mg/kg 1.36 4 deg C 7/1/97 7/9/97 USEPA 3050 0.68 9. ppm Total Cr mg/kg 8.36 4 deg C 7/1/97 7/9/97 USEPA 3050 1.35 10. ppm Cu mg/kg 252 4 deg C 7/1/97 7/9/97 USEPA 3050 1.35 11. ppm Pb mg/kg 51.5 4 deg C 7/1/97 - 7/9/97 USEPA 3050 6.75 12. ppm Hg mg/kg 1.04 4 deg C 7/1/97 7/9/97 USEPA 245.1 0.223 13. ppm Ni. mg/kg ND 4 deg C 7/1/97 7/9/97 USEPA 3050 2.70 14. ppm Zn mg/kg 324 4 deg C 7/1/97 7/9/97 USEPA 3050 2.70 15. ppm Mo mg/kg 3.11 4 deg C 7/l/97 7/9/97 USEPA 3050 2.70 16. ppm Boron mg/kg .35 4 deg C 7/1/97 7/9/97 USEPA 3050 2.73 17. ppm PCBs m /k ND 4 de C 7/l/97 7/7/97 7/9/96 USEPA 8080 0.5 g g g 18. ppm Arsenic mg/kg ND 4 deg C 7/l/97 7/9/97 n/a 13.5 19. ppm Selenium mg/kg ND 4 deg C 7/1/97 7/9/97 n/a 34.1 J Page 1 Table 1 Required Data for Substances Specified in 310 CMR 32.12 (2)(a) & (b) and new EPA Part 503 Regulations (A minimum of 3 separate analyses are required for initial approval) LAB SAMPLE # ALPHA J-2640 - 1 - -2 - -3 - - 4 - - 5- - 6 - - 7 - - 8 - - 9 Parameter Reporting Cone. Preserv. Date Date Date Method Detection Units (dry weight) Technique Sampled Extracted Analyzed Reference Limits No. RDL I. PII S.U. 9.3 4 deg C 10/15/97 10/21/9"/ USEPA 9040 X 2. % solids % 42 4 deg C 10/15/97 10/21/97 SM 2540 G 0.1 3. Total Nitrogen mg/kg 19000 4 deg C 10/15/97 10/28/97 450ON-C 71.00 4. NH4 -Nitrogen mg/kg 730 4 deg C. 10/15/97 10/28/97 4500NH3-C 3.60 5. NO3 -Nitrogen mg/kg 6.8 4 deg C 10/15/97 10/22/97 450ONO3-F 2.40 6. Total P mg/kg 1000 4 deg C 10/15/97 10/29/97 450OP-BD 60.00 7. K mg/kg ND 4 deg C 10/15/97 10/23/97 6010 2400.00 8. ppm Cd mg/kg 0.95 4 deg C 10/15/97 10/23/97 6010 0.95 9. ppm Total Cr mg/kg 7.6 4 deg C 10/15/97 10/23/97 6010 1.90 10. ppm Cu mg/kg 380 4 deg C 10/15/97 10/23/97 6010 1.90 11. ppm Pb mg/kg 60 4 deg C 10/15/97 10/23/97 6010 4.80 12. ppm Hg mg/kg 1.6 4 deg C 10/15/97 10/30/97 7470/7471 0.600 13. ppm Ni mg/kg 6.7 4 deg C 10/15/97 10/23/97 6010 4.80 14. ppm Zn mg/kg 540 4 deg C 10/15/97 10/23/97 6010 0.95 15. ppm MO mg/kg ND 4 deg C 10/15/97 . 10/23/97 6010 4.80 16. ppm Boron mg/kg ND 4 deg C 10/15/97 10/23/97 6010 0.01 17. ppm PCBs mg/kg ND 4 deg C 10/15/97 10/22/97 10/26/97 8080 600 18. ppm Arsenic mg/kg 1.2 4 deg C 10/15/97 10/23/97 6010 0.48 19. ppm Selenium mg/kg 1.7 4 deg C 10/15/97 10/23/97 6010 0.95 Page l i Table 2 Required Data for TCLP (Toxicity Characteristic Leaching Procedure) (A minimum of 1 analysis is required for initial approval) LAB & DATE COLLECTED: Toxicon (Blended Material), Sample No.01J-2309 - 1 - -2 - - 3 - - 4 - 5 - - 6 - -7 - - 8 - - 9 Parameter Reporting Conc. Preserv. Date Date Date Method Detection Units (dry weight) "Technique Sampled Extracted Analyzed Reference Limits No.* 1) Arsenic mg/l nd 4 deg C 6/26/96 6/27/96 7/1/96 USEPA 6010 0.5 2) Barium mg/1 1.12 4 deg C 6/26/96 6/27/96 7/l/96 USEPA 6010 1.02 3) Cadmium mg/l nd 4 deg C 6/26/96 6/27/96 7/l/96 USEPA 6010 0.1 4) Chromium mg/1 nd 4 deg C 6/26/96 6/27/96 7/l/96 USEPA 6010 0.1 5) Lead mg/l nd 4 deg C 6/26/96 6/27/96 7/l/96 USEPA .6010 0.1 6) Mercury mg/l nd 4 deg C 6/26/96 . 6/27/96 7/1/96 USEPA 7470 0.005 7) Selenium mg/l nd 4 deg C 6/26/96 6/27/96 7/l/96 USEPA 6010 0.3 8) Silver mg/1 nd 4 deg C 6/26/96 6/27/96 7/l/96 USEPA 6010 0.1 9) Endrin mg/l nd 4 deg C 9/9/94 9/16/94 .9/29/94 USEPA 8080 0.01 10) Lindane mg/1 nd 4 deg C 9/9/94 9/16/94 9/29/94 USEPA 8080 0.01 11 m /l MethoxY chlor nd 4 de C 9/9/94 9/16/94 9/29/94 USEPA 8080 0.01 g g 12) Toxaphene mg/1 nd 4 deg C 9/9/94 9/16/94 9/29/94 USEPA 8080 0.01 13) 2,4,-D mg/1 nd 4 deg C 9/9/94 9/16/94 9/18/94 USEPA 8150 0.001 14) 2,4,5-TP mg/1 nd 4 deg C 9/9/94 9/16/94 0/18/94 USEPA 8150 0.001 15) Benzene mg/1 nd 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 0.01 16) C-TetraChloride mg/l. nd 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 0.01 17) Chlordane mg/1 nd 4 deg C 9/9/94 9/16/94 9/29/94 USEPA 8080 0.01 18) Chlorobenzene mg/l nd 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 0.01 19) Chloroform mg/1 nd 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 0.01 20) O-Creosol mg/1 n/a 4 deg C 9/9/94 n/a 9/26/94 USEPA 8260 n/a 21) M-Creosol mg/1 n/a 4 deg C 9/9/94 n/a 9/26/94 USEPA 8260 n/a l of 2 Table 2 Required Data for TCLP (Toxicity Characteristic Leaching Procedure) (A minimum of 1 analysis is required for initial approval) LAB &DATE COLLECTED: Toxicon (Blended Material), Sample No.O1 J-2309 - 1 - -2 - - 3 - - 4 - 5 - - 6 - - 7 - -8 - - 9 - Parameter Reporting Cone. Preserv. Date Date Date Method Detection Units (dry weight) 'Technique Sampled Extracted Analyzed Reference Limits No. 22) p-Creosol mg/1 n/a 4 deg C 9/9/94 n/a 9/26/94 USEPA 8260 n/a 23) Creosol mg/1 nd 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 0.04 24) 1,4 Dichlorobenzene mg/1 nd 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 0.04 25) 1,2 Dichloroethane mg/l nd 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 0.01 26) 1,1 Dichloroethylene mg/l nd 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 0.01 27) 2,4 DinitroToluene mg/1 nd 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 0.04 28) Heptachlor mg/1 nd 4 deg C 9/9/94 9/16/94 9/29/94 USEPA 8080 0.005 29) Hexachlorobenzene mg/l nd 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 0.04 30) Hexachlorobutadiene mg/1 nd 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 0.04 31) Hexachloroethane mg/1 rid 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 0.04 32) Methyl ethyl ketone mg/1 nd 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 0.01 33) Nitrobenzene mg/1 nd 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 0.04 34) Pentachlorophenol mg/1 nd 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 0.04 35) Pyridine mg/l nd 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 0.04 36) Tetrachloroethene mg/l nd 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 0.01 37) Trichlorethene mg/1 nd 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 0.01 38) 2,4,6 Trichlorophenol mg/1 nd 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 0.04 39) 2,4,5 Trichlorophenol mg/1 nd 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 0.04 40) Vinyl Chloride mg/1 nd 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 0.01 * TCLP extraction reference No. = USEPA 131.1 2 of 2 Table 2 Required Data for TCLP (Toxicity Characteristic .Leaching Procedure) (A minimum of 1 analysis is required for initial approval) LAB & DATE,COLLECTED: Mitkem Corporation, Sample No. B 134-01 - 1 - -2 - 3 - - 4 - - 5 - 6 - - 7 - - 8 - - 9 - Parameter Reporting Cone. Preserv. Date Date Date Method Detection Units (dry weight) Technique Sampled Extracted Analyzed Reference Limits No.* 1) Arsenic mg/1 <0.0260 4 deg C n/a n/a 6/14/95 USEPA 6010 5.0 .2) Barium mg/I <0.2800 4 deg C n/a n/a 6/14/95 USEPA 6010 100.0 3) Cadmium mg/l <0.0040 4 deg C n/a n/a 6/14/95 USEPA 6010 1.0 4) Chromium mg/1 <0.0100 4 deg C n/a n/a 6/14/95 USEPA 6010 5.0 5) Lead mg/1 <0.0220 4 deg C n/a n/a 6/14/95 USEPA 6010 5.0 6) Mercury mg/l <0.0003 4 deg C n/a n/a 6/14/95 USEPA. 6010 0.2 7) Selenium mg/1 <0.0300 4 deg C n/a n/a 6/14/95 USEPA 6010 1.0 8) Silver mg/1 <0.0200 4 deg C n/a n/a 6/14/95 USEPA 6010 5.0 9) Endrin mg/l <0.00033 4 deg C n/a n/a 6/29/95 USEPA 8080 0.020 10) Lindane mg/1 <0.00017 4 deg C n/a n/a 6/29/95 USEPA 8080 0.400 11) Methoxychlor mg/1 <0.0017 4 deg C n/a n/a 6/29/95 USEPA 8080 10.000 12) Toxaphene mg/l <0.0170 4 deg C n/a n/a 6/29/95 USEPA 8080. 0.500 13) 2,4,-D . mg/l <0.00033 4 deg C n/a ri/a 6/29/95 USEPA 8150 10.000 14) 2,4,5-TP mg/1 <0.000033 4 deg C n/a n/a •6/29/95 USEPA 8150 1.000 15 Benzene g m /1 <0.0100 4 de C n/a n/a 6/21/95 USEPA 8260 0.500 g 16 C-TetraChloride rn /1 <0.0100 4 de C n/a n/a 6/21/95 USEPA 8260 0.500 g g 17) Chlordane mg/1 <0.0170 4 deg C n/a n/a 6/29/95 USEPA 8080 0.030 18) Chlorobenzene. mg/l <0.0100 4 deg C n/a n/a 6/21/95 USEPA 8260 100.000 19) Chloroform mg/1 -0.0100 4 deg C n/a n/a 6/21/95 USEPA 8260 6.000 20) O-Creosol r mg/I n/a 4 deg C n/a n/a n/a n/a n/a 1 of 2 i Table 2 Required Data for TCLP (Toxicity Characteristic Leaching Procedure) (A minimum of 1 analysis is required for initial appioval) LAB & DATE COLLECTED: Mitkem Corporation, Sample No. B 134-01 - 1 - -2 - - 3 - - 4 - - 5 - - 6- - 7 - - 8 - - 9- Parameter Reporting Conc. Preserv. Date Date Date Method Detection Units (dry weight). Technique Sampled Extracted Analyzed Reference Limits No.*. 21) M-Creosol mg/1 n/a 4 deg C n/a n/a n/a n/a n/a 22) p-Creosol mg/l n/a 4 deg C n/a n/a n/a n/a n/a 23) Creosol mg/l 0.059 4 deg C n/a n/a 6/20/95 USEPA 8270 2,000.0 24) 1,4 Dichlorobenzene mg/1 <0.0330 4 deg C n/a n/a 6/20/95 USEPA 8270 8.5 25) 1,2 Dichloroethane mg/l <0.0100 4 deg C n/a n/a 6/21/95 USEPA 8260 0.5 26) 1,1 Dichloroethylene mg/l <0.0100 4 deg C n/a n/a 6/21/95 USEPA 8260 0.7 27) 2,4 DinitroToluene mg/l <0.0330 4 deg C n/a n/a 6/20/95 USEPA 8270 0.13 28) Heptachlor mg/1 <0.00017 4 deg C n/a n/a 6/29/95 USEPA 8080 0.0080 29) Hexachlorobenzene mg/1 <0.0330 4 deg C n/a n/a 6/20/95 USEPA 8270 0.1 30) Hexachlorobutadiene mg/1 <0.0330 4 deg C n/a n/a 6/20/95 USEPA 8270 0.5 31) Hexachloroethane mg/l <0.0330 4 deg C n/a n/a 6/20/95 USEPA 8270 3.0 32) Methyl ethyl ketone mg/1 <0.0100 4 deg C n/a n/a 6/21/95 USEPA 8260 200.0 33) Nitrobenzene mg/l <0.0330 4 deg C n/a n/a 6/20/95 USEPA 8270 2.0 34) Pentachlorophenol mg/l <0.0830 4 deg C n/a' n/a 6/20/95 USEPA 8270 100.0 35) Pyridine mg/1 <0.0330 4 deg C n/a n/a 6/20/95 USEPA 8270 5.0 36) Tetrachloroethene mg/1 <0.0100 4 deg C n/a n/a 6/21/95 USEPA 8260 0.7 37) Trichlorethene - mg/l <0.0100 4 deg C n/a n/a 6/21/95 USEPA 8260 0.5 38) 2,4,6 Trichlorophenol mg/l <0.0330 4 deg C n/a n/a 6/20/95 USEPA 8270 2.0 39) 2,4,5 Trichlorophenol mg/1 <0.0830 4 deg C n/a n/a 6/20/95 USEPA 8270 400.0 40) Vinyl Chloride mg/1 <0.0100 4 deg C n/a n/a 1 6/21/95 JUSEPA 82601 0.2 2 of 2 Table 2 Required Data for TCLP (Toxicity Characteristic Leaching Procedure) (A minimum of 1 analysis is requircd for initial approval) LAB & DATE COLLECTED: Alpha Analytical (Dewatered Sludge) Sample No. L9406572 - 1 - - 2 - -3 - - 4 - - 5- - 6 - -7 - - 8- - 9 Parameter. Reporting Cone. Preserv. Date Date Date Method Detection Units (dry weight) Technique Sampled Extracted Analyzed Reference Limits No.*. 1) Arsenic . mg/1 <1.0 4 deg C 9/9/94 9/16/94 9/18/94 USEPA 6010 n/a 2) Barium mg/l 0.6 4 deg C 9/9/94 9/16/94. 9/18/94 USEPA 6010 n/a 3) Cadmium mg/1 <0.1 4 deg C 9/9/94 9/16/94 9/18/94 USEPA 6010 n/a 4) Chromium mg/l <0.2 4 deg C 9/9/94 9/16/94 9/18/94 USEPA 6010 n/a ` 5) Lead mg/l <0.5 4 deg C 9/9/94 9/16/94 9/18/94 USEPA 6010 n/a 6) Mercury mg/1 <0.01 4 deg C 9/9/94 9/16/94 9/26/94 USEPA 7470 n/a 7) Selenium mg/l <0.5 4 deg C 9/9/94 9/16/94 9/18/94 USEPA 6010 n/a 8) Silver mg/l <0.1 4 deg C 9/9/94 9/16/94 9/18/94 USEPA 6010 n/a 9) Endrin mg/1 <0.001 4 deg C 9/9/94 9/16/94 9/29/94 USEPA 8080 n/a 10) Lindane mg/1 <0.001 4 deg C 9/9/94 9/16/94 9/29/94 USEPA 8080 n/a 11) Methoxychlor mg/1 <0.002 4 deg C 9/9/94 9/16/94 9/29/94 USEPA 8080 n/a 12) Toxaphene mg/1 <0.01 4 deg C 9/9/94 9/16/94 9/29/94 USEPA 8080 n/a 13) 2,4,-D mg/1 <0.005 4 deg C 9/9/94 9/16/94 9/18/94 USEPA 8150 n/a 14) 2,4,5-TP mg/1 <0.005 4 deg C 9/9/94 9/16/94 9/18/94 USEPA 8150 n/a 15) Benzene mg/1 <0.005 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 n/a 16) C-TetraChloride mg/l <0.005 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 n/a 17) Chlordane mg/l <0.01 4 deg C 9/9/94 9/16/94 9/29/94 USEPA 8080 n/a 18) Chlorobenzene mg/l <0.018 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 n/a 19) Chloroform mg/1 <0.0075 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 n/a 20) O-Creosol mg/l na 4 deg C 9/9/94 n/a 9/26/94 JUSEPA 8260 n/a 21) M-Creosol mg/1 nal 4 deg C 9/9/94 n/a 9/26/94 JUSEPA 8260 n/a :J l of 2 Table 2 Required Data for TCLP (Toxicity Characteristic Leaching Procedure) (A minimum of 1 analysis is required for initial approval) LAB & DATE COLLECTED: Alpha Analytical (Dewatered Sludge) Sample No. L9406572 - 1 - - 2 - -3 - - 4 - - 5- - 6 - 7 - - 8 - - 9- Parameter Reporting Cone. Preserv. Date Date Date Method Detection Units (dry weight) 'Technique Sampled Extracted Analyzed Reference Limits No.* 22) p-Creosol mg/1 na 4 deg C 9/9/94 n/a 9/26/94 USEPA 8260 n/a 23) Creosol mg/1 3.13 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 n/a 24) 1,4 Dichlorobenzene mg/1 <0.05 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 n/a 25) 1,2 Dichloroethane mg/l <0.0075 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 n/a 26) 1,1 Dichloroethylene mg/1 <0.0075 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 n/a 27) 2,4 DinitroToluene mg/1 <0.045 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 n/a 28) Heptachlor mg/1 <0.001 4 deg C 9/9/94 9/16/94 9/29/94 USEPA 8080 n/a 29) Hexachlorobenzene mg/l <0.033 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 n/a 30) Hexachlorobutadiene mg/1 <0.096 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 n/a 31) Hexachloroethane mg/l <0.06 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 n/a 32) Methyl ethyl ketone mg/1 <0.05 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 n/a 33) Nitrobenzene mg/l <0.0228 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 n/a 34) Pentachlorophenol mg/1 <0.1104 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 n/a 35) Pyridine mg/1 <0.3 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 n/a 36) Tetrachloroethene mg/l <0.0075 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 n/a 37) Trichlorethene mg/1 <0.005 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 n/a 38) 2,4,6 Trichlorophenol mg/1 <0.033 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 n/a 39) 2,4,5 Trichlorophenol mg/1 <0.0571 4 deg C 9/9/94 9/16/94 9/24/94 USEPA 8270 n/a 40) Vinyl Chloride - mg/l <0.0 181 4 deg C 9/9/94 9/24/94 9/26/94 USEPA 8260 n/a * TCLP extraction reference No. =USEPA.1.311 2 of 2 i a K4 ro F-3 tij t-3 CrJ �3 ro 0 `4- I UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I Y .1 J.P. KENNEOY FEDERAL RUILOING, 80STON,MASSACHUSETTS 02203-221 t JAN 12 1994 John Quinn Pretreatment Coordinator Town of Barnstable Water Pollution control Department of Public Works 617 Bearse' s Way Hyannis , KA 02601 Re : Town of Barnstable Industrial Pretreatment Program Dear ir . Quinn: The Tcwn of Barnstable ("Town has submitted Certain infoat i On relative to the develo_ment of an Industrial Pretreatment Program. at the request of the Massachusetts Department Of „ Environmental Protection. The purpose of this letter is to inform. you that our office has completed an informal review. of the documents submitted by the Town and. to provide you with ` initial feedback regarding the program' s development. Specifically, we have reviewed the Stearns & -1,,neler Report and segT,ients of the Draft Pretreatment Program submitted in December,. 1993 . According to EPA' s pretreatment regulations at •40 CF R 4 03 . 8 pOTWs with a total design flow greater than 5 YGD and receiving pollutants from ?ndustrial users which pass through and ?nperLere With the operation of a POTW are required to develop an IPP for EPA' s review and approval . However, for POTWs with a design flow of less than 5 MGD, EPA may require the development and imp ementation of an IPP if the nature or volume of the industrial effluent, treatment process upsets , violations of POT`W effluent limitations, contamination of sludge or other circumstances warrant an IPP in order to prevent pass through or interference at the POTW. Based on our review of the preliminary information submitted, including information obtained during the site visit by Carol Kilbride' and Charles Conway, it is our determination that the Town is not required to proceed with the development and implementation of a federally-approved IPP at this time since . the Town does not meet the criteria set forth at 40 CFR 403 . 8 . Specifically, the Region' s decision that the Town does not need a federally-approved IPP is based on the following: ( 1) there «ere no Significant Industrial Users identify by the user inventory;, 2 and (2 ) the problem of periodic plant upsets was not related to • an industrial discharge and has apparently been resolved by aerating the septage for 3 days to reduce to before processing through the plant. Although our office has determined that a federally-approved IPP is net warranted at this time, the Region Would be willing to continue to provide technical assistance. and guidance to help the Town in developing a program of its own, should the Town wish to %cont.i.nue its efforts to develop and implement its own pretreatment program..: The Region commends the Town' s initiative thus far and supports its efforts to 'develop a pretreatment program, should it choose tc do so . Toward that end, we offer the . following comments on the r:aterial reviewed to date. ( 1) The Town has made significant progress in collecting the necessary information and data to develop a pretreatment program. SpeclfIcally, the Town has collected, and is still in the process of collecting detailed information on local business/commercial users , as well as , monitoring data to help identify potential sources of .pollutants . This should be an t..._._ ongoing activity. • (2) A crucial missing piece is the Town' s Sewer Use Ordinance, which sets forth the basis oL the Town' s legal authority. I understand-that ;this .ordinance is currently under development acid will- be based on the E°A model . The Region would: be willing to provide co?ruments on the ordinance . once is finalized. (3 ) Based on the latest information submitted in December of 1993 , it appears that the Town is still in the process of developing. local discharge limits based on state and. federal drinking water standards . Therefore, we were unable to undertake any technical evaluation. For you information, EPA has published a guidance manual on setting local limits . If you would like a copy, please let me know. ( 4 ) In ;general, the various forms (the permit application, discharge permit, and field inspectiorr. report) appear thorough. However, it- is difficult to fully evaluate the discharge permit form since it is based on provisions of the sewer use ordinance which has not been finalized yet. Again,- the Region would be. willing to review, this particular form once the ordinance is finalized. it 3 ^ On a separate issue, we would like to inform the Town that EPA has received the information submitted by the Town pursuant to the promulgation of the Federal Sludge Regulations at 40 CFR Part 503 . This information will be reviewed by EPA, and, if necessary , a permit will be issued to the Town. If you need further information regarding this, please contact Thelma Hamilton of the . Sa.ecial Permits Section at (617) 565-3580 As stated above, tre Region supports your efforts and is willing to mrovide assistance as necessary. I look forward to working W 1t.1 Ef you have any further questions , I can be reached at (617) 565- 3554 . .Since ar'< A . Soinale Regional Pretreatment Coordinator Municipal Evaluation Section cc. A. DePalma, EPA C. Kilbride, EPA T . Hamilton,: -EPA P . Dore, MA DEP J. Mahala, M.k DEP (SLRO) , , a � I ;r ' i� �w ' �� z -- � � i ;' �:. r-, Section No . : 15 . 0 Revision .No - :3 Date : 07/30/92 • Page 2 of 2 ANN E. M-A-STROIAMT-1 B .A. -Biology/Chemistr-Y, 1965 , Mer-i-macl- College, No . Andover, �L�_ Basic Wastewater Management, 1992 _- D .E .? , Massachusetts WA TEE R POLLUTION CONTROL DIVISIOii - Town of Barnstable, Lsa 199 L - Present Assistant Lab Technician Resaonsible -::Or the sampling and testing of all car?T'?eters Used 1i1 the prOcess , Su-PpOrt, and discharge T]er-ML CCPpL?anCe Or Nastewater i'reati en- Plant . Rescon_sible for the : statist?cal evaluation of generated data , and Lazo le antatlon_ Of auali t;-" controL ur.easu=es - ST`_1D=-D RU32ER 2RODU.TS 1NC - West canov _, t�`_ L990 - 199 ' ManaCgri Qua,'ty �_ssuran_ce Respons-b:e =or the ctual it; :C '-n.COm_ng rawfiaLer'_alS and =inished P roducts . Customer relations , e.^.V-rOP_Ti[eP_taL 1n=0r~lat=OP_, e z--mloyee education, S -P C . , and database managemnent - • ST RURTGI C �`,1y OP '� RICA Stew OB 19 05 - _990 Senor Qua—, -- Cont o ��aL_"SL ?���C ^1 e =C= Cuc,--_ assurance L:'_S _ O and i c�^.terL� -elC^�e nea -e5 L...e Sccf Oiled tes� _.c od u_ 1 , and .a55_SCed _ the dev. !op e C Z nd teSC_ng n2:� DrOCuct 1_' C_ RHODr !SL."ND ECSP!T]T, Providence, RI 465 1C 0 0 Research Associate, Ph_ s_oloe-v Depart::,_nt ResconSible for extensl e spectrczhotor:etrV and ana �iCaL test?_^.c,-- COTic�_1ed and anaLy=ZC tesL data LOr DuoL a L-C% in med-1 c ' a= SC i en`----•-C ]CCrna'S .. U. S . - 902 10.64. •a? 1Cr'. _�30R_�TORIES `dam c'.<, �.ta SLcLoglcal Assistant, Altit'ude- PhvS?oLogy Part_c-i p .ted -i n .high .altitude and .cold studies at the Researc'- lr st'tu�� OL =i �i1=0C».e jai i(eaiCl ne , `_551s .mod i. Surg;CaL. OrOCedureS , and 0re0ared t1SSu? =Cr i� 4 s-cLCQlcal_ stud_eS . IesearcC ed and C^�[Ti^.1 ! d Gat fC oubLicatiOn . Section No . : 15 . 0 Revision No . : 3 Date: 07/30/92 • Page 1 of 2 ,Biographies John Quinn Lab . Director. John Quinn partiCi9ate^ in the Stares-up Oi the Wastewater'T_rea tment i aCi I i ty or 7 .C. 7 . Aic'eri Ca, Inc . Prior to treatment plant monitoring he Spent several years icenitoring the cti,_erent cheui call processes uti?ized by ? .C . I . to ilaP_u%aCture a variety of chemical compounds . `!'ih S included Gas Chro-matocraphy, thin laver chromatography A.^.. I .R. and Soectroscoo_y, and :yet chemical a^alysis . n 1980 i?e began work n^ at the `!'ow;? CL 3arns tab1 e'S a s t ew a-er Treatment LaC1li-V_ , ?oP__tOrinQ all aSDeCtS CL the pl'nts b_oICQ;Cal and C^em;Cal par`T e crS . 1957 - 1979 11 C . 1 , RMeriC� -L _ nal'y't: `cal eCli iC_an. r 1980 - Present, To:V-n O- barns table, Che��'_SL Lab . • Laboratory Reference List BRP WP 29, Application No. 3 Town of Barnstable, Massachusetts Toxicon Corporation 15 Wiggins Avenue Bedford, Massachusetts 01730 See attached Table A and C for information on samples, J-2501 and J-2565. Alpha Analytical Laboratories Eight Walkup Drive Westborough, Massachusetts 01581 See attached Table A and C for information on samples J-2640 and L9406572. Mitkem Corporation 175 Metro Center Blvd. Warwick, Rhode Island 20886 • attached Table C for information on sample B 134-01. See p I i TAIII-F A ANALY'nCAL RESUL"fS SUMMARY Metals,PCBs and Nutrient Analysis 1110 WP 29,Application No. "town of Barnstable,Massachuscus Linl Stabilized I2iosolids Blended I_- I Data submitted in this application(Table 1) Biosolids Barnslable S ample No. J 2132 12209 J 2210 .1-226 1 J 2310 J 2389 J 2451 ] 2501 J-2565 J-2640 J-2535 ---------- Data Sunaplcd (- )/13/95 12/5/95 1215195 3/1 1/96 6/26/96 9/27/96 1/13/97 3/25/97 _7/1/97 _ 10/15/97 35556 Dale Sludge Produced 6l95 9/95 10/95-12/95 10/95-12/95 12/95-3/96 3/96 6/96 6/96-9/96 9/96 12/96 12/96-3/97 3/97-6/97 7/97-9/97 10/95-12/95 Pile(s)Sampled Pile L file M(1) Pile M(I) Pile Ivl Pile N lab mix lab mix lab mix lab mix lab mix Pile PF -- -- - -- - - '1 -- - --- -- - - -- -- - An dytical Lab Name Geolabs oxikon 'Toxikon foxiknn Toxikon Toxikon Toxikon Toxikon Toxikon Alpha Toxikon Lab Sample No. 36467 I J-2209 I J 2210 5-2261 01A-2310 1-J-2389 I-J-2451 1-J-2501 J-2565 J-2640 J-2535 Analysis Results: p14 12 13 13 12.5 12 G 11.4 12.5 12.6 12.4 9.3 8.4 sulds 31 34.9 36.4 11.9 36..6 30.7 41.7 34.8 36.4 42 _ 56 i - -- --- --- - -- --- .. - -- ----- - - --- - ---- --- -- - - - ------- lot-N (mg/kg) 9900 8910 72_70 900 11300 9000 18700 25200 27600 19000 6850 Anuu-N (mg/kg) 130 979 77? 170.- - I070 200 50 6.49 12100 730 113 Nit-N (mg/kg) 3.32 nil ad lid. lid lid lid lid lid 6.8 71.1 "Tot-P (mg/kg) 366 425 182 1150 1700 50 4170 2360 3710 1000 2430 K (mg/kg) 2100 1,127 1183 1185 1240 1730 1180 1993 1850 lid 641 -- - -- -- - - --. ._.__......... _.. _...._ -- Cd (mg/kg) 1.35 1.79 2.08 lid.. 3.82 lid lid lid 1.36 0.95 0.8 --- ------- cr (mg/kg) lid 4.56 4.94 2.49 9.11 10 I 13 9.95 8.36 7.6 7.84 co (Ing/kg) 561 388 364 121 4.66 497 307 418 252 380 149 I'b (mg/kg) 73.2 32.5 27.5 12.8 31.4 29.9 ud 0.832 51.5 60 - 36.4 - -- - ---- --- - -- --- -- - __... ---- - - -- - - 1-I8 (mg/kg) 027 1.67 lid lid lid 1.55 1.15 _2.13 1.04 1.6 0.695 Ni (mg/kg) 4.81 nil lid lid lid 6.97 lid lid lid 6.7 2.64 - -- -- - ----- -.._.. ----- - Zn (mg/kg) 309 216 - 205 152 302 3,10 289 3.01 324 540 113 Mo (mg/kg) 5.1 3.62 3.28 lid 5.39 16.8 lid 5.45 3.11 lid lid Boron (mg/kg) n/a 4.87 4.47 2.78 9.17 lid 40.4 14.3 35 lid 5.03 PCBs (nag/kg) lid lid lid lad lid lid lid lid lid lid lid ----------------- -- Arscoic (mg/kg) n/a lidlidlidlidlidlidlidlid 1.2 lid Selenium (mg/kg) Ida ud lid lid lidlidlidlidlid 1.7 lid Notes: 1. Indicates duplicate sample. TA11-A1)12.XLS,Table A Stearns& Wheler,LLC I/16l98,2:2G PM,NCW Iaavironmeulal Engineers and Scientists TABLE C Analytical Results Summary TCLP Analysis BRP MVP 29,Application Nos.1 and 2 Town of Barnstable,Massachusetts Dewatered Biosolids Lime Stabilized Biosolids blended with wood chips and composted (not lime stabilized) (lime stablilized) yard waste Barnstable Sample No. n/a n/a n/a Date Sampled 9/9/94 n/a 9/9/94 Date Sludge Produced Aug-94 Jun-95 Oct 1995-April 1996 Piie(s)Sampled Conveyor Conveyor FF Analytical Lab Name Alpha Analytical Mitkem Toxicon Lab Sample No. L9406572 B134-01 01J-2309 (results in mg/1) Arsenic <1.0 <0.0200 <0.5 Barium 0.6 <0.28001 1.02 Cadmium <0.1 <0.0040 <0.1 Chromium <0.2 <0.0100 1 <0.1 Lead <0.5 <0.0220 <0.1 Mercury <0.O 11 <0.0003 7005 Selenium <0.5 <0.0300 <0.3 Silver <0.1 <0.0200 <0.l Endrin <0.001 <0.00033 <0.01 Lindane <0.001 <0.000 l7 <0.01 Methoxychlor <0.002 <0.0017 <0.01 Toxaphene <0.01 <0.0170 1 <0.01 2,4,-D <0.005 <0.00033 1 <0.001 2,4,5-TP <0.005 <0.0000331 7001 Benzene <0.005 <0.0100 1 <0.01 C-TetraChloride <0.005 <0.0100 <0.01 Chlordane <0.01 <0.0170 <0.01 Chlorobenzene <0.018 <0.0100 <0.01 Chloroform <0.0075 <0.0100 <0.01 0-Creosol n/a n/a n/a NI Creosol n/a n/a) n/a p-Creosol n/a n/a n/a Creosol 3.13 0.0591 <0.04 1,4 Dichlorobenzene <0.05 <0.0330 <0.04 1,2 Dichloroethane <0.0075 <0.0100 <0.01 1,1 Dichloroethylene <0.0075 <0.0100 <0.01 2.4 DinitroToluene <0.045 <0.0330 <0.04 Heptachlor <0.001 <0.00017 <0.005 Heptachlor Exoxide n/a n/a <0.005 Hexachlorobenzene <0.033 <0.0330 <0.04 Hexachlorobutadiene <0.096 <0.0330 <0.04 Hexachloroethane <0.06 <0.0330 <0.04 btethyl ethyl ketone <0.05 <0.01001 <0.01 Nitrobenzene <0.0228 <0.0330 1 <0.04 Pentachlorophenol <0.1104 <0.0830 <0.04 Pyridine <0.3 <0.0330 <0.04 Tetachlor ethylene <0.0075 <0.0100 <0.0I Trichlorethene <0.005 <0.0100 <0.01 2,4,6 Trichlorophenol <0.033 <0.0330 <0.04 2,4,5 Trichlorophenol <0.057 <0.0830 <0.04 Vinyl Chloride <0.018 <0.0100 <0.0I Steams Wheler.LLC TAB-BCIALS.Table C I/1619S.2:1?Pvt Environmental Engineers and Scientists _ ,_ �`° �3 H H CTJ C7 r r� d H a° I • .. Y • • ALPHA ANALYTICAL LABORATORIES CERTIFICATE OF ANALYSIS MA:M-MA-086 NH:200395-B/C CT:PH-0574 ME:MA086 RI:65 ra Laboratory Sample Number: L9708244-01 Date Collected: 15-OCT-97 J-2640 Date Received : 21-OCT-97 Sample Matrix: SLUDGE Date Reported : 04-NOV-97 Condition of Sample: Satisfactory Field Prep: None Number & Type of Containers: 1 Glass PARAMETER RESULT UNITS RDL REF METHOD DATES ID PREP ANALYSIS Solids, Total 42. % 0.10 3 2540B 21-Oct ST pH 9.3 SU 1.. 9040 21-Oct ST Nitrogen, Ammonia 730 mg/kg 3.6 3 4500NH3-C 28-Oct ST Nitrogen, Nitrate 6.8 mg/kg 2.4 3 450ONO3-F 22-Oct ST Nitrogen, Total Kjeldahl 19000 mg/kg 71. 3 4500N-C 28-Oct ST Phosphorus, Total 1000 mg/kg 60. 3 4500P-BD 29-Oct ST • Coliform, Fecal <1.991 MPN/gm 10 3 9221E 21-Oct AR .Total Metals ;: I 300.5%3Q50 Arsenic, Total 1.2 mg/kg 0.48 1 6010 22-Oct 23-Oct GF. Boron, Total ND mg/kg 0.009 1 6010 22-Oct 23-Oct GF Cadmium, Total 0.95 mg/kg 0.95 1 6010. 22-Oct 23-Oct GF Chromium, Total 7.6 mg/kg 1.9 1 6010 22-Oct 23-Oct GF Copper, Total 380 mg/kg : 1.9 1 6010 22-Oct 23-Oct GF Lead, Total 60. mg/kg 4.8 1 6010 22-Oct 23-Oct GF Mercury, Total 1.6 mg/kg 0.60 1 7470/7471 30-Oct 31-Oct DM Molybdenum, Total ND mg/kg 4.8 1 6010 22-Oct 23-Oct GF Nickel, Total 6.7 mg/kg 4.8 1 6010 22-Oct 23-Oct GF Potassium, Total ND mg/kg 2400 1 6010 22-Oct 23-Oct GF Selenium, Total 1.7 mg/kg 0.95 1 6010 22-Oct 23-Oct GF Zinc, Total 540 mg/kg 0.95 1 6010 22-Oct 23-Oct GF 16Comments: Complete list of References and Glossa of Terms found ound in Addendum I 11049709:41 Page 2 ALPHA ANALYTICAL LABORATORIES CERTIFICATE OF ANALYSIS Laboratory Sample Number: L9708244-01 J-2640 • PARAMETER RESULT UNITS RDL REF METHOD DATES ID PREP ANALYSIS Poych ;0oruae 80 SE Arochlor 1221 ND ug/kg 600 Arochlor 1232 ND ug/kg 600 Arochlor 1242/PCB 1016 ND ug/kg 600 Arochlor 1248 ND ug/kg 600 Arochlor 1254 ND. ug/kg 600 Arochlor 1260 ND ug/kg 600 Arochlor 1262 ND ug/kg 600 Arochlor 1268 ND ug/kg 600 SURROGATE RECOVERY 2,4, 5,6-Tetrachloro-m-xylene 52.0 a Decachaorobiphenyl 40.0 0 comments: Complete list of References and Glossary of Terms found in Addendum I 11049709:41 Page 3 ;I j ALPHA ANALYTICAL LABORATORIES QUALITY ASSURANCE BATCH DUPLICATE ANALYSIS • Laboratory Job Number: L9708244 - Parameter Value 1 Value 2 RPD Units Sa1:1dsR. ;;Taal DFJPL2CATE £or sam le(s} 0t 42. 43. 2 ... . Px> DUPLICATE for. sample( . 01 9.3 9.4 1 SU Nitrogen, Acnaronia DUPLICATE €or sample(s}. 01 _. 3400 3400 1 mg/kg NiErogeri, 13iarate DUPLICATE for sample(s}:; OI 1.9 1.9 1 mg/kg Phosphorus, .Total: DUPLICATE for samples}:: 01 1000 1300 22 mg/kg Total Metals. DUPLICATE for samples}, 01 • Arsenic, Total 1.2 - 1.2 0 mg/kg Boron, Total ND ND NC mg/kg Cadmium, Total 0.95 0.95 0 mg/kg Chromium, Total 7.6 5.7 29 mg/kg Copper, Total 380 380 2 mg/kg Lead, Total 60. 57. 6 mg/kg Molybdenum, Total ND ND NC mg/kg Nickel, Total 6.7 6.7 0 mg/kg Potassium, Total ND ND NC mg/kg . Selenium, Total 1.7 1.7 0 mg/kg - Zinc, Total 540 530 1 mg/kg DIITE far sample s).i O1Total Metalsi . A Mercury, Total .1.6 1.6 1 mg/kg s 11049709:41 Page 4 ALPHA ANALYTICAL LABORATORIES QUALITY ASSURANCE BATCH SPIRE ANALYSES •Laboratory Job Number: L9708244 s Parameter % Recovery Natrogen,;.:Ammonia SPIKE for sample(s,) Ol 80 N�:trogen,: Nitrate SPIFfE foi samp:Le(s>) . 01 93 Nitrogen Total R eldah3. SPIKE for mp le(sj sa 01 138 Phosphorus, Total SPIRE for sample(s)i> 01 78 Total Metals SPIKE for sample(sj; 01 Arsenic, Total 94 Boron, Total 96 Cadmium, Total 85 Chromium, Total 73 • Lead, Total 78 Molybdenum, Total 88 Nickel, Tctal 82 Potassium, Total 87 Selenium, Total 88 Zinc, Total 96 r 11049709:41 Page 5 i ALPHA ANALYTICAL LABORATORIES ADDENDUM I REFERENCES 1. Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. EPA SW- 846. 1986. 3. Standard Methods for Examination of Water and Waste Water. APHA-AWWA-WPCF. 17th Edition. 1989. GLOSSARY OF TERMS AND SYMBOLS REF Reference number in which test method may be found. METHOD Method number by which analysis was performed. ID Initials of the analyst. LIMITATION OF LIABILITIES . Alpha Analytical, Inc. performs services with reasonable care and diligence normal to the analytical testing laboratory industry. In the event of an error, the sole and exclusive responsibility of Alpha Analytical, Inc. , shall be to re-perform the work at it's own expense. In no event shall Alpha Analytical, Inc. be held liable for any incidental consequential or special damages, including but not - limited to, damages in any way connected with the use of, interpretation of, information or analysis provided by Alpha Analytical, Inc. We strongly urge our .clients to comply with EPA protocol regarding sample volume, preservation, cooling, containers, .sampling procedures, holding times and splitting of samples in the field. . 3.1049709:41 Page 6 t �t� Page 1 TOXIKON CORP. REPORT Work Order # 97-07-063 Received: 07/03/97 07/16/97 10:24:50 • REPORT BARNSTABLE DPW WPCD PREPARED TOXIKON CORPORATION ' TO 617 BEARSES WAY BY 15 WIGGINS AVE HYANNIS. MA 02601 BEDFORD, MA 01730 508 790-6336 FAX: 790-6325 RTIFIED ATTEN JOHN QUINN ATTEN PAUL LEZBERG PHONE (617)275-3330 CONTACT TODOC CLIENT BARNSTABLE SAMPLES 1 COMPANY BARNSTABLE DPW MA CERT # M-MA064: TRACE METALS, SULFATE,CYANIDE,RES. FREE FACILITY WATER POLL. CONTROL DIV. CHLORINE Ca TOTAL ALK., TDS, PH, THMs, VOC, PEST—NUTRIENTS. 617 BEARSES WAY HYANNIS, MA DEMAND. 08G, PHENOLICS, PCBs . CT DHS #PH-0563, NY #10778 FL HRS E87143 NJ DEP 59538, NC DNR286, SC 88002, NH 2O4091-C. WORK ID J-2565 � TAKEN 7/1/97 09:00 VERIFIED BY: 6/ � TRANS MASS DEP CERT # MA064 TYPE SLUDGE P.O. # INVOICE under separate cover SAMPLE IDENTIFICATION TEST CODES and NAMES used on this workorder 01 J-2565 AS ARSENIC B BORON CD CADMIUM CR CHROMIUM Cu COPPER HG MERCURY • K POTASSIUM MEX HG METALS, EXT. FOR MERCURY MEX TS METALS, TOTAL EXT., SOIL MO MOLYBDENUM NI NICKEL NO3 N NITRATE N AMM NITROGEN AMMONIA N TOT TOTAL NITROGEN PS LEAD PCB S PCB - SW846-8080 PH S PH P TOT TOTAL PHOSPHOROUS SE SELENIUM SOLID Y SOLID ZN ZINC Page 2 TOXIKON CORP. REPORT York Order # 97-07-063 • Received: 07/03/97 Results by Sample ' SAMPLE ID J-2565 SAMPLE # 01 FRACTIONS: A ` Date 8 Time Collected 07/01/97 09-00:00 Category. SLUDGE AS NO 8 35.0 CO 1.36 CR 8.36 CU 252 NG 1.04 mg/Kg DL=13.5 mg/Kg DL=2.70 mg/Kg DL=0.675 mg/Kg DL=1.35 mg/Kg DL=1.35 mg/Kg DL=0.223 K 1850 MO 3.11 NI NO NO3_N ND N AMN 12100 N_TOT 27600 mg/Kg DL=67.5 mg/Kg DL=2.70 mg/Kg DL=2.70 mg/Kg DL=0.18 mg/Kg DL=4.00 mg/Kg DL=4.00 P6 51.5 PH S 12.4 P TOT 3710 SE NO SOLID 36.4 ZN 324 mg/Kg DL=6.75 PH UNITS mg/Kg DL=0.7 mg/Kg DL=33.8 % mg/Kg DL=2.70 Page 3 TOXIKON CORP. REPORT York Order # 97-07-063 Received: 07/03/97 Results by Sample SAMPLE ID J-2565 FRACTION 01A TEST CODE PCS S NAME PCB - SW846-8080 Date & Time Collected 07/01/97 09:00:00 Category SLUDGE PCB in SOIL CAS NUM. RESULT LIMIT UNITS ANALYTE 12674-11-2 NO 0.50 mg/Kg Aroclor 1016 11104-28-2 NO 0.50 mg/Kg Aroclor 1221 11141-16-5 NO 0.50 mg/Kg Aroclor 1232 53469-21-9 NO 0.50 mg/Kg Aroclor 1242 12672-29-6 NO 0.50 mg/Kg Aroclor 1248 11097-69-1 NO 0.50 mg/Kg Aroclor 1254 11096-82-5 NO 0.50 . mg/Kg Aroclor 1260 Notes and Definitions for this Report: • EXTRACTED:. 07/07/97 DATE RUN: 07/ 9/97 ANALYST: DS INSTRUMENT: HP1 DIL. FACTOR: 1 NO = Not detected at detection Limit Page 4 TOXIKON CORP. REPORT Work order # 97-07-063 Received: 07/03/97 Test Methodology TEST CODE HEY HG NAME METALS. EXT. FOR MERCURY ` REFERENCE: EPA METHOD 245.1 Mercury. Methods for Chemical Analysis of Water and Wastes. EPA 600/4-79-020. EPA METHOD 7470.Mercury in Liquid Waste. or EPA METHOD 7471.Mercury in Solid or Semisolid Waste. Test Methods for Evaluating Solid Waste:Physical/Chemical Methods. EPA SW-846 (Third Edition) 1986. Office of Solid Waste, USEPA> TEST CODE MEX TS NAME METALS. TOTAL EXT.. SOIL REFERENCE: EPA METHOD 3050: Acid Digestion of Sediments, Sludges and Soils. Test Methods for Evaluating Solid Waste.Physical/Chemical Methods. SW 846, 3rd Edition. Analytical Method for ICP:6010A TEST CODE 103 N NAME NITRATE EPA METHOD: 353.2 Reference: Methods for Chemical Analysis of Water and Wastes. EPA 600/4-79-020 (Revised, March 1983). EPA/EMSL. . TEST CODE N AMM NAME NITROGEN AMMONIA EPA METHOD: 350.1 Reference: Methods for Chemical Analysis of Water and Wastes. EPA 600/4-79-020 (Revised, March 1983). EPA/EMSL. TEST CODE PCB S NAME PCB - SW846-8080 EPA Method: 8080 Reference:• Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. EPA SW-846 (Third. Edition) 1986. Office of Solid Waste, USEPA. TEST CODE PH S NAME pH EPA Method: 9040 Reference: Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. EPA SW-846 (Third Edition) 1986. Office of Solid Waste, USEPA. Page 1 TOXIKOM CORP. REPORT Work Order /1 97-03-440 Received: 03/25/97 04/15/97 13:51:19 REPORT BARNSTABLE DPW WPCO PREPARED TOXIKON CORPORATION TO 617 BEARSES WAY BY 15 WIGGINS AVE • HYANNIS, MA 02601 BEDFORD, MA 017;0 S 508 790-6336 ATTEN JOHN QUINN ATTEN PAUI LEZSERG CERT rIED BY PHONE (617)275-3330 CONTACT CHUCKC C_IENT BARNSTABLE SAMPLES 1 COMPANY BARNSTABLE DPW MA CERT X M-MA064:..TRACE METALS, SULFATE CYANIDE RES. FREE FACILITY WATER POLL. CONTROL oIV CHLORINE Ca- TOTAL ALK. TDS off THMS VOC PFST. NUTRIENTS. 617 BEARSES WAY HYANNIS. MA DEMAND. 0 G PHENOLICS PCSS CT OHS #PH-0563 NY #10778 FL HRS E87143, NJ DEP 59538, C DNRa8 Sty 88002 NH 2O4091-C. WORK ID SLUDGE ANALYSIS / TAKEN 1/97-3/97 VERIFIED BY' TRANS MASS OEP CERT .; MA064 TYPE SLUDGE P.O. 4 WC01235 INVOICE under separate cover SAMPLE IDENTZFICATIOH 01 J TEST CODES and NAMES used On this workorder .�.5� � AS ARSENIC B BORON CO CADMIUM CR CHROMIUM CU COPPER HG MERCURY K POTASSIUM MEX MG METALS, EXT. FOR MERCURY MEX TS METALS, TOTAL EXT. SOIL MO MOLYBDENUM NI NICKEL NO3 N NITRATE N AM NITRCGEN AMMONIA N 70T TOTAL NITRCGEN Pq L^AD PCB S PC3 - SW846-8080 �.. PH S off P TOT TOTAL PHOSPHOROUS SE SELENIUM SOLID % SOLID ZN ZINC Page 2 TOXIKON CORP. REPORT York Order 97-03-440 Received: 03/25/97 Re3ult3 by Sasple SAMPLE ID J — .7S D SAMPLE 9 01 FRACTIONS: A . Date & Time Collected 03/25/97 Category SLUDGE AS NO 8 14.3 CD NO CR 9.95 CU 418 HG mg/Kg OL=13.6 mg/Kg DL=2.73 mg/Kg. OL=0.682 2.13 mg/Kg OL=1.36. mg/Kg OL=1.36 mg/Kg DL=0.226 K 1993 MO 5.45 NI ND NO3 N ND N_AMM 6.49 N_TOT 00 252 mg/Kg OL=68.2 mg/Kg OL=2.73 mg/Kg DL=2.73 mg/Kg DL=0.18 mg/Kg DL=4.00 252mg/Kg P8 0.832 PH S 12.6 P TOT 2360 SE NO SOLID 3.4.8 7� 3.01 mg/Kg DL=6.82 PH UNITS mg/Kg DL=0.70 mg/Kg DL=34.1 X mg/Kg OL=2.73 I - • Page 3 TOXIKON CORP. REPORT York Order 4 97-g3-440 Received: 03/25/97 Results by Sample SAMPLE ID J FRACTION 0/A TEST CODE PCB S NAME PCB - SY846-8380 Date & Time Collected 03/2.5/97 Category SLUDG_ Ems_ PCB in SOIL. CAS NUM. RESULT LIMIT UNITS ANALYTE . 12674-11-2 NO 0.50 mgjKg. Aroclor 1016 11104-28-2 ND 0.50 mg/Kg Aroclor 1221 11141-16-5 NO 0.50 mg/Kg Aroclor 1232 53469-21-9 ND 0.50 mg/Kg- Araclor 1242 12672-29-6 NO 0.50 mg/Kg Aroclor 1248 11097-69-1 AD 0.50 mg/Kg Aroclor 1254 11096-82-5 NO 0.50 mg/Kg Aroclor 1260 Notes and Definitions for this Report: EXTRACTED: 03/26/97 DATE RUN: 03/27/97 • ANALYST: ST INSTP,UMENT: HP 1 OIL. FACTOR: 1 NO = Not detected at detection Limit Page 4 TOXIKON CORP. REPORT Work Order 9 97-03-440 Received: 03/25/97 Test Methodology TEST CODE MEX HG NAME METALS, EXT. FOR MERCURY REFERENCE: EPA METHOD 245.1 Mercury. Methods for Chemical Analysis of ',later and Wastes. EPA 600/4-79-020. EPA METHOD 7470.Mercury in Liquid Waste. or EPA METHOD 7471.Mer:ury in Solid or Semisolid 'Waste. Test Methods for Evaluating Solid Wasze:PhysicaL/Chemical Methods. EPA SW-846 (Third Edition) 1986. Office of Solid Waste, USEP0, TEST CODE ME( TS NAME METALS, TOTAL EXT. SOIL REFERENCE: EPA METHOD 3050: Acid Digestion of Sediments, Sludges and Soils. Test Methods for Evaluating Solid 'Waste Physical/Chemical Methods. SW 346, 3rd Edition. Analytical .Method for ICP:6010A TEST CODE 403 N NAME NITRATE EPA METHOD: 353.2 Reference: Methods for Chemical Analysis of Water and Wastes. EPA 600/4-79-020 (Revised, March 1983). EPA/EMSL. TEST CODE N AMM NAME NITROGEN AM", IA EPA METHOD: 350.1 deference: Methods for Chemical Analysis of 'Water and Wastes. EPA 6COY 4-79-020 (Revised, March 1983). EPA/EMSL. TEST COOE PCB S NAME PC8 - SS7846-$p$Q E?A Method: 8080 Reference: Test Methods for Evaluating Solid Waste:.PhysicaL/Chemical - Methods. EPA SW-846 (Third Edition) 1986: Office of Solid Waste, USEPA. TEST CODE, PH S _;NAME pH EPA Method: 9040 . Reference: Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. EPA SW-846 (Third Edition) 1986. Office of Solid Waste, USEPA. Page 5 TOXIKOH CORP. REPORT Received: 03/25/97 Work order �/ 97-03-440 Test Methodology TEST COOE P TOT NAME TOTAL PHOSPHOROUS EPA. METH00: 365.1 Reference: Methods for ChemicaL. Analysis of Water and Wastes. : EPA 600/4-79-020 (Revised, March 1983). EPA/EMSL. TEST CODE SOLID NAME X SOLID METH00: Standard method 2540 G. Reference: Standard Methods for the Examination of dater and Wastewater; 1992 18th Edition, TotaL, Fixed, and Volatile Solids in Solid and Semisolid Samples. _ I U L 4 19 Page 1 TOXIKON CORP. REPORT `ork Order T 96-06--53 Received: 06/26/96 07/11/96 13:11:28 g REPORT 3AR4STASLE OPU we! PREPARED TOXIKON CORPORAr' • aY 15 "1IGGLVS TO 617 aErRS-c5 ':AY BY HYANNIS, MA 02601 aEOFORO, MA 01730 17 j. c�TlD ?y 508 790-6336 t r J ATTEN ANN HASTROIANNI ATTEN PAUL LE?SERG PHONE (617)275-3330 CONTACT CHUC.<C CLIENT aARNSTASLE SAMPLES 1 COMPANY 3ARNSTASLE OPV MA C-=RT � M-MA064: MAC_ .METALS. SULFATE CY V OE.RES FREE FACILITY UAT=R ?OU_. CCNFROL OIV. CHLORIVE, Ca, TOTAL ALK.. TOS, OH. THMS, VOC. PE5T. NUTRIEN15- 617 aEARSES WAY HYANNIS, MA DEMAND. 02G. PHENOLICS. PCSS . CT DNS �-aH-0563. NY 410778 FL-HRS =871-3. NJ OE? 59533, NC ONR236, SC 88042 NH 20409i-C. -L ANALYSIS _l '�70Rk, sD LA!DF___ 7 T..C=4 6/26/95 V'cRI-_c0 aY: vV/i�i�/ �i��� MASS OE' CERT 9 MA064 7:ANS . TYPE SOIL ?.0. ., 36012545 ICIVG_C= under separate cover IDE?fTIFTCATION TEST CODES and `!A2!ES use cn this wrkerder Oi =XT.'-�309 C ' -==SrCDES 7C�? 'EST:C:7=S --C v EX- - i,•p .i \ -TCl ?I/ =(TRACT`CN TCl? VCLniI'_=S ETCL.Sv EXTRACTiOV TCL?, SE rJ L mEXTCL METALS _;(TR.4CTi0N FOR iCt? MEX •.G METALS. EXT. FOR MERCURY PCRA T -CL? RCRA METALS (8) ^ / TCL?H TCL? a RSICLOES TCL?o p=STIr 0. S - TCLP _.� TCL?SV A/'aN =XT. SC IL. TCL? TCL?/ ?L:RG. 0P.5. SOIL - TCL? ?ege 2 TOXiYON CORP. RE?ORT Sark Order 9fr-(�o-45d Received: 06/26/9b Results by 5aaole iO !-Z3Q9 �RACT:ON 09A ST C00cc RCRA T NAME TCL? SA tPL= RCRA METALS (d) TEE Oat= 7, Tir,.a Co;lected (h/26/90 Ca:;ary SOCL • TCL? . METALS E?,q: CAS i0XE _i REGULATORY �.ETti00 RESULT rAi°SX RESULT Cc. C?ARACT:RiST:C LIVE OFECi C"G/L) S?CCJ. C1) (2) CONTAtt:NANT (MG/L) L r�rT U'L R'cC0'J:RY C»)... ,� » Silver 5.0 . . C.?0 NO a9.3 No 0011 7"0-__- OCGS 7»4G-ri-. 3zriuz ./ iCC.0 C.1G i.C% 12 91.3 i J C.'G Ne 93.0 NO OCC& 7»�9-92 ---' v -.0 C.iC Ilia 39. NO Arsenic OC10 7732-49-2 Se aaiUri 1.0: O.JC N0 1C0 NO � C.CC�O N0 97.0 NO OCC9 74z9-97-6 ta�cury� G._ Notes and Oe initions for his Re?ort:. JAT= T4 07/01/C7 S T 3:<0 NST=U"cNT CC?, CVAA ;p ° Not da:ecteo at.cacectian !izit (1} HaLarcous '4asta Number (2) Chemical Abstract Service `lumber (3) uricarrected 'Result . (») Eias Carractc+ Result- ' o�0 3 TOXIKCH CORP. REPORT Work Order 40—(0'458 Received: 65/25/S6 Results by Sample SAXPL= IO 1-23C9 tR CTICrt 01A TEST CODE TCL?H `A'E TCLP HER9ICIOES oate �. Ti:-e Cotl_c_N 06/25/9-S Cac_^,cry.sa[L T C L P HERBICIDES E?A CAS TOXZCIIY RESULT M.AN X RESULT Hu MO. N0. C ARACT"c,'.IST(C L=lEL DETECT (ttC/L) - C1) (2) CCmT INA:IT LIMIT C33 RECCVERY <=) 0015 57-74-9 ✓ 10.0 C.00i0 y0 79 y) OOi7 9?-77 ? C -'? (S:LVEX) v� A 0.COiO NO --� Nac_s arc Jerinic.ans 7C r _his Re.par:.: OATS 3U;t 07!"C/9b ANALYST ST r?IST?U OIL. =ACTOR 1 NO = not detect r ac deteccion C1) ;ia_ardcus 'aastz :vurcer • - (�) Cti eqi Cad nbStraC- Service NLRtber - .. . C3) Ur.ccr,-ecCad Resu! (_) Sias Ccrrec-2, .._su!- ?age G TOXIYOH CORP. RE?ORT. %;ork order So-C6-G53 Received: 06/26/96 Results by Sawle SAtPL= ID J-2309 TRACTION 01A TcSr COOc TCLPP NAME PESTICIDES - TCLP • - Dace 3 rime Caltec:ed C6/26/96 Caci�qary SOIL TCLP PESTICIDES c'A CAS TOXICITY R=OULArCRY ;cF00 RESULT MATRIX RESULT HU No. 140. C:HA^ACTcRISTIC L=IE! C1) (2) CON-AMINAN7 CtG/!) LlM, (3) RECOVERY C-) ^ 0�0 !V 31 ND 0020 57-74-9 ChLcrdane✓ 0•Q3 0012 72-2-0-3 _ a, 0.02 0.010 ?bD 127 `70 _. ^in 13i 140 D031 73-='-a iso:_cnlar'/ C 0.c � J�V 4D 9C13 5a-a9-9 rrcxyc.. cr - Doi 72-G3-5 Tcx_on.2ne i0.'� 0. 1G 4) 97 ND 3015 acoi-35-2 Lindar.e 0.5 G.01G ND ii3 t!0 • Notes and De. ni,icns �TRAC7c3 C_7/C1i9b DAT_ RL'N G7/i0/90 nPl _Y s—I Sr ISiR UM.c`!T i? ACTOR i NO = na: de--ec:ed ac e_:.c:icn limit (1)..=atardcus '.'as:e Nucmoer (2) Ch_itcal Abs:.racc 1e"vice Muncler - - - 13) .Urccrr_c;ed-R4sulz C») Sias:Cerrec-ea Result _ I Page S TOX?KCH CORP. RE?ORT Work Order Sc-Co-438 Received: 06/26/90 Results by Sa.ole • SAIPLE 13 J-2309 FRACTION CIA TEST COOE TCL?Sv NAME A/o-4 E)T. SOIL, TCL.' - Oa-e 3 Tiae Collected (36/26/96 Cate^,ory Soil TCL? SEMI VOL 1.LES TO [C TY REuUL.+TORY nETY.00 RESULT hAiR:X jOSULi EPA CAS Ey`L DETECT G;C/L) S?:XE� ChG/L) Mw v0. 'No. CHARn_7ER:S7:C L CtG(L) L".:T C3) R=C�1caY C ) (1) 2) CONT-!,NANT . - 0020 Cresol (Toca U ✓ Z00.0 O.C=O NO 60.3 N0 ✓ Zc0 r 0 C40 7+C ii7 NC 0032 lid-74-i -exac^ .cbenz_.._ 0.13 0-C40 NO 'L7 NO OG33 37-68-i exzc:�l�racutzc,e•.- 0.i C.0=0 NO 17' v0 r 0.C40 Mr. OC�L 67-62 exac-lo; _tnzne 3 OC36 98-95-3 ✓ Z.O : C.0�0 N0 73.3 N0 • - ^N— !00 NNN0 0037 87-36-5 1000 0.040 iO4 O03d ?gridine 5.0 O.OLO —-I Oo- ca.e O.OLO 001-1 OC4Z 38-06-2 �, o - cnloraonznol ✓ Z.0 0.0-0 0027 i06-46-7 1, O c to CA- ' Jocat and, Oeinicions ;or this Re?orc: E:TRAC7E0: OL /96 OATS RUN. ....... 27/10/96 ANALYST.... ?AC OIL. FACTCR..... L 90 = riot dececced at dececcion limit C1J 4azardous Wasce Number - (2) Chemical Abstract Service Number (S) Uncorrected Resulc. (4) Sias Corrected Result f Page 6 TOXIKOr4 CORP. REPORT %Jork Order Received: 06/25/% Results by Sa*ole SAMILc IO 1-2309 FRAC ION OIA TEST CCOE TCLPY NA,t-c PURE. ORG: SOIL - TCLP gate , Pine Collected 06/25/% Caczrory SOIL TCLP VOLATILES =?A CAS iOXiC:TY REGULATORY „ET-00 RESULT mATR:X RESUIi 4J N0. N0. C �aACTc3ISTIG =fcl OETcCT ("G/L) . 5PEX17 (�G/L) (1) (2) CCm'A"i;,:.VT G G/U LS?tiT G) Rz:CGv_RY Y») pG18 71-4-3-2 3enzene •� 0.5 0.010 NO 32 ;40 00i9 56-2''-. Ca ccn Te.rac-lcr, / 0.i 0.010 40 3i 140 002i 1G8-90-7 Ohl^.rcce.^Ze^e ✓ 1Cd.0 0.Oi0 N0 31 >40 •3022 57-50-3 Ch/cro or.- / 5.G 0:01C v0 30 NO i �G28 107-05-; i,� 0 c.`.l roz-nane / 0.5 0.d1G ;0 71 iC 0029 75-35-4 1,i-•3icllcroe_hylen_ 0035 78-93-5 't_tnyl-ethyl-:tetcre ✓ =00.0 0.010 NO 131 NO • 00,39 1Z7-18-4 ratra_nloroz.nylen=_ ✓ 0.7 0.010 .110 30 40 OC=G 79-01- Tr ichlcrorthvlenz✓ 0.5 0.0"0 e0 3C NO 75-01-4 vinyl ChLcrid: 0.� O.d?d 0 i2 `40 Notes and Ozctniticrs 'cr tnis Retort: 'cXTRACTE-3 07/02/95 OAT= RUN 07/09/95 ANALYST C" 0ILUTiO4 'FACTOR: NO = not d coed ac Cceccion li it. C1) '.iazarcous -,asce NLm ar CZ) .Cheaical ,tscracc Service Number (3l UnccrreCted Result (4) cias Cerroccod Result Page 7 TOXIKON CORP. REPORT tiork Order 4 96-06-458 Received: 06/26/96 Test Methodology TEST COOS ETCLPH NAME -c-cXT. TCL? HERSICOES EPA METH00: 1311 Reference: FederaL Register/ Vol. 55, No. 511 June 29 1990- Rules and Regulations. Appendix CI. Taxici y Characteristic Leaching Proceure (TCLP). TEST C'OOE c'TCLPP. 4A 4E EXT. TCLP ?rSMCNES =PA MSTn00: 1311 Re(ererc Federal Register/ 'Icl: 55, Ic. ai; lure Z9 7990. Rates and R_,ulations.. Apcendix -._. 7cxfcicy C'naracc iscic aching Proceure T=37 CODE ETCLP'l 4A EiTRACTICH TCL?. 'ICLAT L=S -?A ET,:00: 1311. VcLaciL? Orcanic tderal .'.ea,sc_r/ '/oL. >>, 4o. .1/ Tune c9 1990, Rules ant Reference. F_ _ _ . ReguLacians. Appendix ii. Tax city Characteristic Leaching Proceure (TCLP). TEST COOS ETCLSV 4A�S TRACTION TCLP, SEMI-VOL _PA T'r.00: 1311: Senivola.,le c�d- a R� 15L r/ VaL. 55, No. Si/ 1...._ _9 1390. R'_Le5 and - _na�, .R_egulactacicns.. Aaaar i x __. Tcxici Cy �hdraCC 5��� Leac^'ng - Proceure (TCLP). 'EST COOS MSD(TCL NAME METALS -E.C'TP.ACTI(h4 FOR TCLP R_;ERENCE: Appendix I to =0 CFR, Part 2c8. Toxicity Cfiaracteriscic Leaching Procedure (TCL?). Federal Register, SE, (Z"6), 4.0643-40653. TE ms. ST COOS HEX HG 4AME METALS, E FOR MERCURY REFERENCE: EPA NEfHOO 245.1 Mercury. Methods for Chemical Analysis of Water and Wastes._ SPA 6C0/4-79-020. . EPA METH00 7470.Mercury in Liquid 'Waste. or EPA 44ET'ri0o 7471.Mercury in Solid or SemisoLid Waste. Test McLROdS or "evaluating Solid Wasce:PhysicaL/Chemical Methods. EPA SW-duo (Third Editicn) 1986. Oj,ice of SoLid 'Waste, USEFA> Page 8 TOXIKC,4 CORP. REPORT S7orX Order ei^s ro^-5d Received: 06/26/96 Test MedAodology TEST COOE RCRA T ,IAME TCL? RCRA METALS C8) • EPA. IIETHOD: 1311.Mecals by 6010 and 7170(Mercur7) Reerence: ederal Reg;s.er/ voL. 55, No. 61/ June.29 1990. Rules and Regulations. Appendix .f_. Toxicity Characteristic Leaching . ?rocaure CTCL?). TEST CCOc TCLPH NAME TCL? RE;?SLCIGES 1311 by 31,50. �e'.arer.ce: , ederal ?",i3ter/ '/cL. 55, tlo. ji/ lure 29 ?597. ..SuLas and e LaCicns. ,_ andix TJxiGiey C^zrzcte�i� ._ Leac:-ing ?raceure ('CL?). -?_T _C0= TCL?? ;JA, ; ?�3-rCrJ_S - TCL? 1311 ?_s:._. . .__"Cn .'.y ....C(). Reierenca: =ederal Reciscer/ VoL. 55, No. 61/ June 29 1990. Rules and Apae.^.dtx CC. TaxiciCy Charac_eriscic Leac"'ing Re;ulaeicns. • T S T CJOE TCL?S'! tL ME A/ SEX. . SOIL, TCL? �c- 1311 '�Ti�ola le ,race.cn :y 3Z7C _nc�: fe�erzl 3_gisC_r/ 'IoL. 55, �10. 6ij June Z9 199u. Rules and. Re�alatlCrS, cad:G X _. Toxicity lc'.araCL_rlsc;c -_aC�fRg TEST C.00E TCLPV NAME P'JRG. ORG. SOIL - TCL? E?A METH00: 1311: 'lclat;Le.Crcanic %reccicn ay 3Z40 ?erareue: federal Register/ VaL. 55, No:'. 61/ tune 29 199C. Rues and Appendix jr,, Toxicity Charact Re;ulaciorts. erist;c Leaching ?roc_ure (TCL?)... Texicfty CMaractarisdc Leaciiing Procedufa (TCLPI A nWyses Cfiertt: Tcwn at 8amstable. _ Client ID: Sludge Lab 10:8134-01 Anaiys.Is Reoar: Metals Concammttcn-in:[g1L Regulatory an i Q Results imi Method Analysts oatl Arsenic . < 0.02 5 6010 J14/95 Se.urn 0.2! OC 3010 3l14195 Cadmium. < C.CC4 t solo W4;95 CIronium < 0.01 6010 e/l-V9S Lead 0.022 3 5010 3I14/9S Mercury < O.COC3 0.2 7470 611495 Selenium < Q:r3 1. sQ1C 3/14/95 Stiver < 0.02 c"Q10 &14igs Analysis Repart: Valatile Organics �nalysis: iVietttod 8250 Analysts oate: 3141,`95 Concantntion in: ugtt, Giiuticn: 1 Reguiatarf �.na►�1te ;=quits i ; ,, 90 3snz�ae < <o „uo Carr,cn tetrachlorde < 10. so0 C;Iicraaenzene < tG 100,00o C�lNcr&orm d C 3,000 1,Z-Ctchloroethane < 1G 50a 1,1-Cic:�iaroeihene < lC 700. methyl ethyi ketone <10 20Q,0Go 7atraedoreeOene < 10 7QG 7ric.'ttcroadlene <t0 5oG Vinyi c:1ticride - . <IG 20a Surmcate Recovery: 1.2.1GIChfOnZeitiBne�da 98�r 7 ofusne-4 grcmoflugrooenzena 8,a11/6 Fags ; of 2 134• =ijr'? . . 31-r'.?`I'�ij^L� �.JYt;: rit;t IC i`iQ. -,�.�`3 r i•� ��J ':=-�:•?. r _��'. _� -_:'^ ;�_, ;...Client ID: Sludge Lab 10:H134.01 Analysis Report 5emivoiable-Organics Analysis: Method 8270 Analysis Cate:612Q195 Concentration in:ugt!_ Dilution:t Regulatory Analvta. Results Umax Crescl, total 58 ZQ0,Q00 1,4-Oic.`tlarotenzsne < 33 7,500 2,4-0inftrotaiuene < 33 I30 H,exachtccrbenzene < 33 130 Hexadlicra- ,3-butadtese < 33 SG6 Hexachicroethane < 33 3,DGB yltrctenzene < 33 2-DGO Pentac:*?forophenal < 83 tOG,Q00 pyridine < 33 -;.QGG 2,4,d-T ric;tiarophenol < 83 400,000 2,4.,8-Trichloroohenci < 33 Z,DGO surrgate Rec:very: rsuorophenal 88�5 henoi-d5 a4°'4' 2-Chlorophen•ol-d. 68% 2.4,3-7ribromopnenol 77% ,2-01c..�iorabenzsne-n. T°% Nitrobenzene-di 74% 8=c'Q 2-r<iuorobiphenyt p-'7arphenyt-d?4 I ?age 2 of 3 3t 3a-0Z Client IC: Sludge Lao ID: 8134-01 OAnaiysis Peper<: Pesdddas Analysis: Method 81080 Analysis date:&28/95 Concsntratfon in: ug/t_ Qlluticn:1 �egufatary slut Results Limits Ctltordana < 17 3t] �drfrt 2O i�ectacfi#cr < 0.17 8 He taczlor ecaxide < 0.17 8 P Undane < 0.17 sca Metttoxyc.zIcr < 1.7 10,000 i oxapfitene < i 7 rGa Surrogate Recovery: 2.4,, ,8--eiraG,iero-rr-xytene Cecac�lcroc,lpnenyi 122°S Analysis P.epert Herbicides Wiaiysis: Method 81!fl Analysts Cate: 3123113fi Concentration in: ug/L �2tlutlan: 1 Regulatory ARa t Results tr 10=0 2,4, i P (Si"vex) < a.033 i,tZaC Surroga:a Recovery 2,4.CIc;,toropnenyiacetic acd 11Q°rb _ .faga 3 cr 3 31?st�1 ?iest�arsugL, ;lassac�::setts 0158E-1023 C86 N� L48g58-,� C'.oc-0S7.4 Nr 1??48 NC 320: SC 88QQ6 R2 A 6 5 " - aLt: Bar--scale, tawr- aL L.accrMtarl, Sah Nt.:xe_: L94Ofi37Z 5L 7 3ea_Tses way L.-�aica :�h�.^er- 66449 �ya�._s, :�A 026QZ Data �acaized: LS-�.GG-34 �eaartad: 30-EGG-34 ?sa f act S=t9: Z ames S:. ..417'_, .?� - raaara t�rr Mar_ace: 08109�2e:i5 lags l I wz, 036 N? 193958-�, C- ag-0574 !.r L?1=g `iC 320 SG 8s0G6 R_ A65 �oratory SA=l.a M=.her: L:3406577-7-0L Data Collected: 09-AuG-94 Qi'I I_-uGe'� ,SLuIIGe'. Data Rece_ved LS-AUG-94 Samale Hatrx: SL^i.C: :' Data Recortad 30-AUG-94 Coal=ties o� Sa�s1e: Sats�actary a?d 9=sn: Noae. Vt=!-.3er a Type az; Crcta=:ers: _ Glass, Z Aaicer Glass. II.YCTS Rr .... ..... :............... 0 .iO l ? 501-0 _i-Auc _3-4`c �l:C Cac.^iL' C-�T2 < Q .?Q ,uc/l ? 6010 17-: 3-Auc- � rs _ c __:^, �? < 0 .20 me/? L o'010 _7-ALc _3-tuc �ead, 0 .57 cc/: L oQ_0 ?7-A1:c 13-A'-c < O.Q?Q' C1/? L 7-70/7i1 _ 2S-ALc 2S-'tii1C O .SQ c/: _ oaLQ L7-Auc _3-ALc ver, =L2, < O .LQ rc/l iOLQ L7-R�c 3-A�c 2 g. .......... 50 < Q.QQS wCLL ayccea:�:e < 0.013 -c/? 0.0075 ma/7 C_3C —'C_Oe:c-- < 0.007S _c Q.QL3 T_a?Le_n_e-rib 94.0 - 4-SrccncL=_e.cce_care 95.0s D� racrcal:o=ccnet`_are 93.0 � CC.? _xc:ac-iar.. L L311 24-ACG =eres. Cart olec_ T_sc of. ReAere-ces are- G1ess -� a= T__--s LaLd g8109411:45 Page 2 ` ar ANAL-mcs Laboratory SacnL s Ntc.:�er: L34Q6572-0L =Z .�' u,.s. LZiiTS. R `L.�"-=013 IIrl��S ... ..:;............:. :.........— .......v-.............:. .'::::.r:.::...:....:•:.:...::}:Aaa::[6:�ii5::.::;;:::{.wwv.':ii:::Y+....iy:.�iii:w;wnw+maaa...,;......:^:::":'v:iw....::.�:y:... Tro�at�T�^ or^arics..:... -827� Lg n�u 2......... ...............:..:............. ........ -.... ,... .. ..: ., . :.:....:: . :. .. ECG CrescL, Total. 3.L3 mg/L aexcac .Lorocenzeae ?exam aro-L, 3-buta�an-e r O.a96 ats/I < O.060 me/L Vit_o:.eazere < O.Q223 ccl/L �°.^C3CMT OrOIIG��OL < 0.L-Q4 ZC/T 0.05( < Q .Q33 iiC/T Su?DCCATZ' R.IECOVMRe 77.0 ?�eaoL-c5 7a.0 ; Vi__abe_^_ze_e-c5 37.0 Z-?l :czabt ar:r^-i1 36.0 72.0 T=- Zxt_3cr cm t L3LL L3-�uG �' -- 3__ uG vo i. c 0111 o.zca..a < 0 .QL sc/? < 4 .00E me/? O .QOL sc/� ?tac mac 0 .00T (2.002 Taxanae.^e < 0 .01 Su?RCCA= a.c Z.1j1: 5, 6-77 -a-:CV e 72.0 ' aer_^.'�CSG`e5 ... 0.(305 t TCL2L:3CL:a1Z Z LSLL 16- L-G �caneccs: ,Coar�Lec_. L:s.. c= e_e_r•�c_s act GLessarr at CS]094Ie:45 loge 3 Analytical Results for the Lime Used for Lime-Stabilization 34/23/1375 31: 15 333-772-C213 J Acz 32 ' u MATERIAL SAFETY DATA SHEET � GRAYBEC SECTION I-MATEAIAL 113ENTIFiCAT'Iam AND USE MauuN auiexttml Nlisetto CLASS E-COAROEiYi MATERIAL - 4lMRMn�1:Y ' MANUFACTURER'S QRAYBEC INC. "Joiichaux Division EMERGENCY TEL. No: (619) 758-8195 AND SUPPLIER'S NAME: -Domllm DIVISIOR ( 1 ) 857-8381 AOORfiSS: JOE.ICHAUX: 1300, Notre-Came Straet - P,O: Box 380 - Joliette, Cueb" JSE 3Z9 DOMLIM R.R. i - St-Adclpha do Dud"ell, OuaOec J09 2L0 rtvrnlull/ettfiy - Oh.rnMu.ler•.vwia Cl.•w.wrf Nlrw• AltcsAm.e.ib..rd. Canslva a+leu.v CIO 90s Cakiw.n aids = - - T.edf MIM and br!'eRTtM Yat"mi U.• uer.tulw'.went uiatlNwe - 9avt7114.0vn.Fix.uladsa. C70•95.04 -- •Irn.rJ Osw.d..�•-t.atM•.r}tie.. SECTION II - HAZARD OuS INGtiEDiEltTB Of MATERIAL _ AyOrattmt(0 C.a.2. ! .a e.ai«one nevi. >a.:udw.IrpredNnie CrroenpaUen�i Nu.^aer 'EsOo+wsiHniK' m ;COM1tLx)AI TUA[t 1]oe•T!•i S n t/wJ W}tratali+ Gl+ivnr aailo t0.0 �ECT10H lil -PHY81CAL DATA FOFq MATERIAL _ vtw TNnn.)t0(P,prn. tpvereOQravfty - ptiyMa71 9ia1v Oee.w 4 Id A*** 'W'* O.a J lWwd O-, '.9atte0 Ne edow•rfttlle ar.wiw.•...Mr..... Mel eeaA.abis �--�-- [woarallew R . f pn+Onp Pdnt(+C1 Fn.slnq PoM+t('Q :aovw Or•1/Wvlm++i WOvwt Gvn'»ly(Aw'ilMiltI 2ata M.tl..y.•w Net aeoiler2aN Nat.�Aaa,l• Nei a.ryifeab.e _ I Dan.+tv(a/rn11 � (;p•flif}•nf of weisriee d11171bt>jte. . 5,�1a.elu:T wt rlua.(X-C) bvoama.cby vo)t.t$) tlt.wain CIO i2YC2•i2.S7 ?i•i.v.k+� Nee lvewu+ly 0.:71%w..•rpM Oat»11L.Ztl. __�- . 8EC?ION IY • FIRE ANt9 EXPLOSION HAZARC OF MATIERIAL _ Flenvreeunr tt w.,vnder Meaea et t.arouer• . CWai%� do"Act bww.Us*4Oo�ailNM.at'"""e'w for bwnin 0""wW Sv.cial ftacodurot - - •fat v..t.tl tte•e.e.7..!br eYw n+.Y.l.ls.tk rh:OfM Oast.lMad M ebaetb it..t 1.R.7w.A WON a«f-a.wlsled a.va AweW val"r -•- u0p"amirat"Mitt(14 by•eiunt.i -_ - - low e.yla0b.a.tM(.w ay.e+wnte( Fts•woaM l'Cl snC?Aetl*xi Net sa itesbts "at 11eMNLa 4vi rlliveyie Flar..ean Ger►Owwbw PMeduvb !i rea N••r^•emv Csa.unaetroe Auldlgrvlfvn ta..pw.wkm-f :1 ,yow•Ib....•.a+e Nw•. _ Yet saeW.lfM d.iodrs 0e� t.nwr.ny to 111014 Otsenarte Fa010YOn Olt? - Ame Of aWnfwq �.f � Met...dleltiie S'*nwfWIy iaof ric*ffnOsal Il.t ADow! 1e Mn 1a0aaNls SECTIOM V-fR£/;C'nV1TY DATA 1�.wfe.w u.oalfy >r ne. '' ._ U MQN vf1CR M,y„iyie s.d ea4Jrw..tb.wsM ._ Yea O Ned pprt0111tN67 Absetba fw01a1W1 arwt pafillwdlaalde Iw f71.air a f.rnMesleiw.w �- IAr•AI.t.al..whv.w.rw.r.•lW..t.....i.•Ya - ineo,npOttanroroetnNtua.OwaeO _ bwvwe.d.lwW.aNfw«id««n....ef.,nue+ay.irefrv.eA - ern. N�.,y,.w...i...�Ny.nor.11ntAvnawdOnl-0N.aei..fewNMa.twiirMda.e.i iu it N.O 11eagMfy IRQ ufdlf vrifal aondNb.o ltaa.Tne Aaaa rrerMeewMw ' Was""p111. f11 bog me 1n4w i.fe.m Va�w a1T iels.aaw ea Paper.s.ei w Cie* nMlaed�MMw.reiw A aw.fat fff ti IYiISiS1rM fMe+b i.i/rM awMe+w+l�� . • I/e1lMAM11��OY%OrM Mega NOA1 a9/28/19y•7 iJ1: ! 7rIJ—Ii._.., •..�,v-t7 :ti. 1Aahtitl CtftP7�11M0 NIP H40 NewterldswtuW 8ECTION VI TOXICOLOGICAL PROMIT11ES Of 1 RMUCT Abrie of 15M" - - - 1daConr O - h t;rr.tra lnrte tare•ure to prodwt lNr.ew end tiia ea a lumpy eed 6w d+.*WA1 of Oteuw:te•rta tryo N1tMt$-.(mew"o..atewng e4 tire.v♦..110"Ao•led. b0udneto ee••AM rA*A•sta•..d fcr/rrfetr}rd ari.,e.II IwMM M isrrw of Idea,e.to W-0 t1Trr•f""W".0eeg1►.1.-0 M.InfliAq.14M.1 b..rhnwr M.br/M,siew.ti.n end ierle..rtsw wf...W w14•Mr^•..M:ittw7•.r.�, yw.w�Md.•dw•••.1 ey.•.e.e M.•t4 aiur•dawt aaa•+tten dflfM.teM.M.t•..fte..Inp•nd br'+�r'tr. W weed•Chap 6 Mead r••••uwa 9"641.0 MthwoIdaa.0 o-op"'y a. eftfas of Ctttenie E,ve•vta to Proeuet ConeM dwww�tld lO�of►.edtwr(1►.iilr deer•.•r.d Avultl rr t,nry 01 PM dv.t E,ro•un prwlfs ri t►red." Unmllattie - 7••n.e bMwis bnv. Uw..•11•L{e lC..•>'h'heevat 18v++IN bar.t.•1 3ertetfl2allen b iw}eyyl byn•tTi•4ts nrMot41e Uaacaifihfe N.ne tMe'"'+°"ed G c-elnegtniclty CRea eeuetwe.ir.en 7TNafe�awiwty C3 wun'l-O iti, Unay.if►Rh _. SLCTION Yll -pREVEMTIYlK NIKAEURES - ?o..e M1 PIOI NIIw E9vi6m•^• (vil fawglA r.wtt....Rss►a.,�tlawd.►iw Nrtlrw+l tt hAe n••R.T.ad r.•uallen. A e.ahwoty(Se•efM ere 1890-19 1 reerrw ISO"" 31av44 i1etufv) r!� tet.wwy awtt.dtatw...a TI*wt 9ta•e a.eete. f _ le..wtt•.r.eatr iawtti•er) Clethwwo(10«riv) Otmr iaett:iM Qwi7•t.d+trte of 1lrpeevi..114.r ti•wetigl 6>rte,enM16y,trvrt sirew.i arW ui1)rt x n.......ri lv"Ir e..arrr•7 rtta. If e•ee«d dellY.ua•eii let..r•Jrw•reJ to erewet a,r.••d do.. ...i►b►. - e_ngiw,a.nrp Gemren is.#...mlliaileat.41r6e.64 eraaaa..*9'0 1 - . Emote•e twt osured.f rw..airaw v.wtM•if•n Uuw cd4w wl el Ite*ellre t+elnw.a••i Ie..la Mi.w W►a. Gwarw.r.eaa►.w+.ebad. l e••.nd 9aa Prec ee�te Ntwit aewH a tisnr•d t+•�e+•Ua.Wu.tria4 w•wrnr fa laf4s+0111.VwW+.W.S. ir,R+ee.t!•dbewl an4 w liwrT,EwN••I.d..d.P"'AAMW MW 46"QlwMen.^+nul ryrdet � - I i.I.Iandg"?.oe:.d.w .nd Evv qmt gtii lve:d raln eal tM Ovwt)ef.'t/w ete ta•M•.+eoepMa MQ M chaff of InwiWi►.w w6l4tlen.W ew,d•dr.w m.•w. 3tatp•Retlirnteen a K+.e lfghtly e4 4UW aentam.wa M•t.ef.d►Y end wttlf---ROW ad ar...e-er 4frw#411" 30gc?.I Otevien Imrotmnten TOA•MoNfIds""I.oetdfuty 01eue III. 7►rnrtt tot e.w.rtbn GU Q717a � �I SECTION Vlll • FIRST AID 1AEASURIS aatn lthrah eee/w•+iwM.d.rN vrtett IYRdwure vIN ter 10 web.,tMw,.Nir.Awaq•..r.d..wr.Gwrit a tt>•77r•W'r• 1 Er♦ imtn.db4.i�Ilu.►•enunrMNeA.ycffl MINT Tenth runnfrM IIMw.rut- vwN+fertrt 1••n 70wd�.. feu.«.d W w0 c)a&Wi.eN ooirrww.In to atuw.f..r.a4600f+0^1'aet t r►ry.i•fa.. IM.lad.w hteve taws of dew w.w.s.••.Ierirw rn fra.it al..-06f•i.Ros1 omom4w.uw..•dMt.►r. .. It vinlnr defa w.airwrn.,v.a•rtMoiai naeltst4aw. ngeeden I/vi►tMa 4•ew.•fe.a j1w 104 OW l0 etl vwv,&W"4 YN1•ee6 a Avit jt a 0,a,.rf�wdtres•Ot!!ihdR�.Comet 1 pltl^•f•+•..irweMatM►. G•n•..i feria - Cin•rdt.rhr•iir ht at erresrr•s e,e.et nratrr Inetewr•e.l Lt.ri•d.w, - SECTION 1X•PRIPAAATION DA79 RJR M-S-D.S. - 1�ddtflensl ireMrnutbNCewnw•rMs - - - brietrrwtYra ur*4 µ406 lrea Mee tabs fr.w.seutM.W{a.+d to be fedaMa. Arwj�ae Iwo.fawr•at••area MRtetrier er ew.+•'"O•^a• 34u,c4a Used klA.Nvwcew peAt►ws eK?Ot].6!>•T.IL�AQ,/1g01 a•wr by �14-4d9-2282 Fsbnsary 1�8g GiaYbec Inc. - Technical Services 9111� , C.RAYNEC C.M.C. INC. /�}y NMV G RAY B EC* e44 117 {14101 t!N Pwrim>i►„aN1W .�.�1.��'���c#1��Zb►1ii�1� f�i: )RA1'�;1 ,Iltsl�." to!'Y WA ; of outside T a oilowirl� is to ccmfi�nr,that,acr.J�ed�iag�°I4ed be(3raibeciChic t jd and icttcand Marbictom ialaoratoricsl gI'ckiimo mnd hydrated �P Y Y [3an,a, riox,meet the req�t. mess of the Aw W 3-202.88, WdOns Z.l,2.2 and 2.3a 5- IlAi- Particle�i�e re ulramts n ,Sec.2.1) h not is grcmer than S g tM80 50)� For�lckllrnt e�ed ne cenlage g�sa�ng no, 1t70 Mash US screen quit limo 24-1mm,tho MWtsga ping the 1E 3 Mesh US ;ere Is Is�than -At Yov can lot rrom the table Dcfow,quicklime and hydrated limo steed ail chcm1c2I requirements. Quicfdfine H draped t-fine arb(tbn Jo►i i A A Mvtsie on tlto • g4 89 - 70.5 $$ • [Avala6tv alfave Ca0 av r9 80 8� 88 52 Caa fmi�irr a 87 $� i 9f$ldnQ rats It 3 mtrt �y0r #3 42 - SIA4 Imq tact at 3 min. minim Total to 7.0 6.5 Total m .riot ma l • �Sneottrbfs ntttar Includirt9 tilba <5.0 <8.0 5.0 .s 1395 0 : L5 508-717=-2213 rmc a5 . Y .. jwmdtlo Sampies of gWcUme od:hydrated lime wera tvalusted by the to ttg i vlwds vutlfned!st the 1982 Ed do>s 1of the Water 0,*miW Codex tuid the ImpwWas concentration In the soludae meet the - Qulcltlime Hydrated lima Standard v n Ion otletta i�erbla Jattsit� C SILVER =4, <0.03 <0.03 <O,Lt'2 <0.02 10 Azm1uM <0.02 <0,02 40.02 <0.02 2 <0.04 <0.04 10 �Au m <0.05 <0,06 <0.04 <0.04 10 <0,73 <0.73 j0 <0.75 <0.715 2 Potia 48. 48.4 28.5 33.7 • established V R*odd% � �'a 'A rQcocn�i�ectded ttt�cimuttt fmpvrfty c�tCnk ittts not beest P at aticru^�bydrVzlde tmmi analyse Brad sWe in tt c c rtii 6d InAl7siI the c•^titxtttraiioa Qf h vi&in N caluum hydraxbdo Rith�rd Ftan� T%hnlcal Mwot I _ 39%28/i395 @t: J C MAOIGA:v N; PAGE $5 - F1CHlS TECHNIME ..., TICHWAL natA G RAY B E;C v+ad11N.ds eA.rs«sah«.saaa+ret 1 uR••and Umesten+otodu4t, r�t/F.s:tD11)♦�s.:3w p anean00MUN GRAYiettN+t»2s POLAuea%tt4earr.�MdatOuib�el 448 tET( +1 HIGH ('ALLI Et M Q11I 'KI. M1? Screened, I20.Ilmm - S.0MM I'(�OD)U(.TI )t N VAOLIIY: St-Adolphe de Dudsweil, Quebec A whi to porous solid obtained by the calcination.of high-purty limestone and composed essentially of calcium oxide. �l't)SCt it�N ,1N1) 't'YPiO , C111 nIE.AI i'Rt)PER'JILS (ASTNI ('M! ('alcium Oxide(CaO) 899 Availab e Lime as Calciutn Oxide(CaO) 89. magntsutm Oxide WgO) 2.2 Silica(Sio,) and Insolubles Q,2Z Ferrc Oxida (Fe.03) 0 S Alumina(A1,03) 0,015 :Total Sulphur(S) Kjas fuel) 0.07 (Oil fuel) 1.7 L,o•>s an ign-tion 0.94 Dssicity factor(CaO=1.0) (AS"IM C911) 1,0 r.:arbon Dioxide(CO9)(LECO CS 125) 3.9 ()bjectional insoluble material (AWWA A202) I)IIN SE('t\1 S'R�)1' 4'RT E : 1009(63 (hlPi3) • 3ulk Density kglrnJ 3,2 Specific Gravity t.3 g/I Solubility in Watef(ZQU t:} Slaking Rat-: (ASTM Cl 10. AWWA B2'32): 460 C 1. Temperature Rise 3 min. 5 io C 2. ToW Temperature Rise 7 ruin. 3. Total Acttve Slaking Time � PASSING >IE�i (mmi 98 - 100. :0 _ 65 - 93 l 4 40 - 70 l0 10 - 40 S - I'A(:KA(;ING: Bulk - Bags , water treatment. ;quicklime is used in the mining and metallurgical industritss.In pulp and per, nvcrj lmental pollution control, constructzon and agriculture Industries. It is also used to manufaeitue calcium compounds and in a wide variety of other industrial appiicativns. The itchnical data contained.herain is given as information only and is believed to be tellable. Graybec [tic. makes na gusrantea of results and assumes no obligation or liability in connection therewith. . LIMED SLUDGE AT TOWN OF BARNSTABLE LANDFILL ALL PH'S TAKEN AFTER 2 HRS. OF SITTING IN THE LAB. DATE LIMED SLUDGE PH DATE LIMED SLUDGE PH 2 HRS. 72 HRS. 2 HRS. 72 HRS. 9/29/97 12.4 12.3 12/3/97 12.3 12.9 1016/97 12.6 12.8 12/5/97 12.6 12.9 10/14/97 12.5 12.6 1219/97 12.7 12.5 10/15/97 12.4 12.7 1/5/98 12.7 12.9 10/16/97 12.6 1/6/98 12.7 12.7 10/17/97 12.5 12.5 1/7/98 12.4 12.6 10/20/97 12.7 12.5 1/9/98 12.7 12.8 10/21/97 12.8 12.6 1/12/98 12.4 12.7 10/27/97 12.9 12.4 1/13/98 12.9 12.8 10/28/97 12.2 12.4 1/14/98 12.8 12.9 10/30/97 12.6 1/16/98 13.1 13.7 10/31/97 12.7 12.6 1/20/98 12.6 -12.7 11/3/97 12.6 12.5 1/21/98 12.8 12.6 11/4/97 12.3 1/26/98 12.6 11/5/97 12.4 11_/10/97 12.9 12.9 11/17/97 12.7 13 12/1/97 12.4 12.8 12/2/97 12.4 12.6 • Page 1 ® WateriMe.Maims +Sw w oa (20 SM-7711 � f-8pQ•Zse•8378 ANALYSIS REPORT ;:Ax z°r NORTHEAST : LABORATORY 10°c Town of 3arnscabia!Water Poiution ConC_c1 i DATE SAm?L•5%: 05/19/97 10 : 15 I„�gQeZaTORY tVL'MSaP.: 97Z9591 OATS aSC5Zv3.0: 05/2Q/97 11 :05 SAMoLS MATRIX: 310solids 7ATE.R£PGicTED: 05/3C/9i aMPLc "T5NTI=_C.�,TL7N. '-2563 Limed Sludge Result?a_—ameter Rafe=ence met4cd 3M 254CG <2 .2!4 g; (dry 9t) sm 92SCD Sa'_RoneL.:a .`:4?'J; " g c SU1:aee .Deani�f 3_ad= L 9eo viable g=:mir.L:1 Ova _; ial"Y 'uCL Z'[arico. �A. 198a1 & cA.LJj 1-d?-C ?Lacr.:eAaaayi=3A-4JOi4-44-013 Ci_ts .iCar p �utions- rF?i/C�3Tr �- 0 C7P.C1ll:Led j�0 1:5 / 1:1G O D Lnioc Co:�__01 0j0 i qLc Ccr_trol aC/49 War Fc _7Rrr��1 _ _ _ ;0? 1 r class A Sluc e _ :�arL 7 c- ;0 C_R �a�- '�:_3Cior_s LeSs Rev:twat by "sJi� iia� _. Co'_by. Yic:c`rloLoa_sa _ �_ \ � � � o 0 � n M 0 m � . 2 _ . z D-,. OWN ORARNSTABLE D'? 063 PAGE 'OF WATER POLLUTION CONTROL -7 17 q? 617 BEARSE'S WAY TURNAROUND SCHEDULE � T T HYANNIS,MA 02601 CHAIN OF CUSTODY .STODY STANDARD ✓ ELE: (508)790-6336 RUSH ,! FAX: (508)778-6280 AB: o ad P.O.# COMMENTS: DDRESS:,Pa-�- GO; 14 wood Av,: uJo 6uY� ��(A is Su l FAX#: -7 36 SAMPLE COLLECTOR CONTACT NAME:Tdd- (^u��c,�✓ ONTACT PHONE: kO- YSS- U411 Y/ ANALYSIS REQUESTED FIELD COLLECTION SOURCE CONTAINER M C 0 P SAMPLE. DATEITIME LOCATION/ A O R R - ; I.D.# STATION TYPE # T. M A E - t R P. B S. 2 2 Q 'zi �- ZS6S 'oeA,`t _ J c- SL ✓ L CODE KEYS: CONTAINER TYPE MATRIX CODES PRESERVATIVE CODES A=AMBER B=BAO P=PLASTIC V=VOA S=SOIL SL=SLUDGE WW=WASTE WATER 1=HCL 2=IINO 3= HIS04 4=N%2S,O, 5=NaOH G=GLASS S=STERILE 0=OTHER 0=OIL DW=DRINKING WATER GW=GROUND WATER OT=OTIIER RELINQUISHED BY: DAT MMB: RELINQUISHED BY: DATH/I'IMB: RECEIVED BY DAIWnMB: A444� t4-t-GC( 13�9 OWN BARNSTABLE PAGE I of / WATER POLLUTION CONTROL 617 BEARSE'S WAX TURNAROUND SCHEDULE HYANNIS,MA 02601 CHAIN OF CUSTODY STANDARD ELE: (508)790-6336 RUSH FAX: (508)778-6280 d AB: l h .qNa ;c i I G I P.O. # COMMENTS: ADDRESS:- --A FAX#: a S - 9 - 9A 3 SAMPLE COLLECTOR ONTACT NAME: CONTACT PHONE: SO 8 - 89 k-9 2 iv ANALYSIS REQUESTED FIELD COLLECTION SOURCE CONTAINER M C G P SAMPLE DATE/TIME LOCATION/ A O R R w I.D.# STATION TYPE # T M A E y R P. B S I \ Z y \ CQ y S d/o �-`�� 9 7 /. P J�i �a cS .{cl i G S L ✓ < y 'C ✓ � � ✓ ✓ ✓ a ✓ CODE KEYS: CONTAINER TYPE MATRIX CODES PRESERVATIVE CODES A=AMBER B=BAG P=PLASTIC V=VOA S=SOIL SL^SLUDGE WW=WASTE WATER 1=IICL 2=11NO 3= H=SO, 4=Na2S202 5=NaOH G=GLASS S=STERILE 0=OT1fER 0--OIL DW=DRINKING WATER GW=GROUND WATER OT=OTIIER RELINQUISHED BY: DAIEMME: RELINQUISHED BY: DATEMME: E1VE DATI f-M 1 WORK ORDER 0 SOWN OF BARNSTABLL DUE DATE WATER POLLUTION CONTROL 617 11FARSE'S WAY y7 a Va\1\lD.a\V VL\a/ UV16L'LVL.•. IIYANNIS, MA 02601 CIJAI O CUSTODY STANDAM) TELE: (508)790-6336 ItUSI-I FAX: ( 508)778-6280 LAI3: ko P.O..# COMMENTS: P. ADDRESS:_? 2 S L,oj A✓c L.JD 6iL,rd A4.4 /o l'o/ -AX ll: (o 1-7 - Z (/3b - SAMPLE COLLECTORA . c).,-,, -.,... 'ONTACT NAME: CONTACT PHONE: 191Jo V-;C&- y�y 1 ANALYSIS REQUESTED FIELD COLLECTION SOURCE CONTAINER M C G P SAMPLE DATI[I'IME LOCATION/ A O R I2 I.U. N STATION TYPE 11 T M A ES. s v It Y I 2 0 x Vic- CODE KEYS: CONTAINER TYPE MATRIX CODES PRESERVATIVE CODES A=AMBER 11=BAG P=PLASM V=VOA S=SOIL Sl=Sl_UlX;li WW=WAS113 WATER 1=110. 2=IINO 3= IIiS01 4=NaiSi01 5=N■011 G=GLASS S=S`IT3RIl13 0=Ol71EIt 0=OIL DW=I)RllNKING WA'1ER GW=GROUND WA'11ilt O"I'=01'IIEIt REl'INQUISIII:D RY: DAUMME: RELINQUISHED HY: DA'I1i/17Mtlic RECEIVIdD IIY llA113l17ME: WU K 011DEll U ►►YANNLS, 1 CHAIN OF CUSTO _ RECO U TE ,E: 008)- 790-6336 DUE DATE COMPANY: Alpha Analytical LabOraCOry . SAMPLETYPE CONTAINERTYPE ANALYSES ADDRESS 8 Walkup Drive I.WAIEn P PLASIIG Westboro, MA 2.SOIL G•GLASS Pt-ZONE 11 ) 898 - 9220 FAX ff: l I - 3.SLUDGE V VOA P.O. ff 4.OIL CLIENT CONTACT • J• Quinn, Barnstable WPCD 5.TISSUE PROJECT ID/LOCATION: OTIIER g WLICD �r SAMPLE SAMPLE COUTAlrlen snmPu14a 11 IDENTIFICATION TYPE SIZE TYPE a DATE TIME PRESERVATIVE COMMENT 1868 Centrifuge sludge 3 250 C 1 8/9/9+ 0900 None -1ieS.a>~e-1-irRO— I RELINQUISHED BY: DATE: 8 - 9 - 94 RECEIVED BY: DATE: - - /� SPECIAL INSTRUCTIONS: TIME TIME - - f16111 QUISFIED BY: DATE: - RECEIVED DY: --- /\ -- -- --D I C. _ v❑jj R U S`-1 r . ... .. DAY TURN AROUND TIME : - - TIME ROUTINE RELINQUISHED BY: DATE:. - - RECEIVED)-OR LAB DY: DATE: -�y� )11 TIME : - - / �. ` Ulil_"� TIME MET HOD OF SHIPMENT: UPS I / I1l:AI C-I I A I N 08- L, U :i 111..11L-) it.-. & tY:.ClCYV10 I AIdIJ 1 `, 4 -GU-I: • �� 5�,,. DUE DATE - '1•:1.15 Alpha An tical Labs ANALYSES COMLAI•!Y: 1 y SAMPLE COHTAl11EnTYPE AODAESS 8 Walkup Drive I.WAIEII P•PLASIIC Westboro, MA 01581-1019 2.SOIL G GLASS I'I10HE 11 ( Y - - _. _-_ FAX 11A 1 _ I SI unrr; v.vnn 11.0. 11 'S 5 `l S 4.GIL CLIEI IT CONTACF 1. 11 un 5.TISSUE 111*I0JECTIO/LOCATION: Town of Ilarns.La.IAe--WL'CI) 0111111 WL'CD J SAMPLE SAMPLE COIITAUIEn SAMPLIHO e IDEIITIPICATION TYPE SrzE TYPE q DATE TIhfE PlIESERVATIVE COMMEN1 Cent ifu 3 1L G 1 8/11 0800 None 1869 sludrge &fo l im 1870 Centrifuge 3 1L G 1 8/11 0800 None �. -- �_Lusl g P w/n__Li_a► -- ***** Note: both samples ire 1.denLical to soIrce, ate , and ti.n Ir 1OWISI IED I}Y: DA1 L: 8 - 11 911. ilGCl_IVED DY: -- --- DAI1:—' — -- - - --- --- J%/ -- ----_-- — SPECIAL INSTIIUCTIONS: / TIME : "7 - TIhAE_- II IQUISI IEI DY: DATE: - - IFIECCIVED DY: DAI E: - - (� RUSH I ... . . . DAY TUI1N AAOU14D ---- - TIME : - - III.IE ROUTINE IIIOUISIIED I1Y: DAZE: - - (lECE1VI.D PO(1 LAI) D` : DAI*F: � I (j ----- TlhiE - - .6bzt' TIME L 0U - 1��- ----- 1 I IOD Of SI IIPIAEIII: ) s p f WORK ORDER I'C)W.N O RA.RNS'T'ABLE- -C-L �.. `�,, .. 4VA'I'CIt POLLUTION CON'rItOL DUE DATE IQ _� . 617 112—ARSE'S WAY _ ,� _ HYANNIS, MA 02601 CHA`N OF CUSTODY STANDARD X 1'rLr: (SO8)790-6336 RUSH FAX: ( 00778-6280 l_Al]: L D( �- Y S COMMENTS: f.� ADDRESS: FAX if: 6/ 7 ' 2?J-- //.a(., SAMPLE C01._LI C'F0lt�r�•'_ /(�a��r ;^aN �. ONTACTNAME: ONTAC"1'PRONE: 61 ANALYSIS REQUIM-21) 1'(I LD COLLEM ION SOURCE CONTAINlat M SAMPLL' 1)ATC..MIvlP I_OCA'fION/ A O It it STATION "TYPE It I' M A I- x l CODE KEYS: -CONTAINER TYPE MATRIX CODNw — --" I'll LSERVA'1'IVEs CODES A=AMRhR 11=11AG . P=PLAS'I1C V=VOA S:=SOIL_ S1.=SI-UIX;Ii WW=WAS'll!WA'11:It 1=IIC!_ 2=IINO 3= II,SO, 1=N,,S,O, 5=IJ&OII G—GLASS S=S'f1121Lf 0=O'f1llllt 0=OII. I)W=DRINK INC,WA11;I( GW=GItOUNI)1VA'11At Ol'=O'11114It _ RIT'INQUISIIfll IIY: DAW/111vIL: f(flI.INQU1Silf1)11Yc IWW/I1MI:: -- —-- --- Itl:('1:LV1!fi'I Y C BRP WP 30 APPLICATION NO. 1 LAND APPLICATION CERTIFICATE TOWN OF BARNSTABLE, MASSACHUSETTS SUBMITTED FEBRUARY 1997 BRP WP 30 PERMIT APPLICATION NO. 1 LAND APPLICATION CERTIFICATION BARNSTABLE MUNICIPAL LANDFILL CLOSURE PROJECT SITE AND PROJECT DESCRIPTION Background The Town of Barnstable, Massachusetts (TOWN) is applying to the Massachusetts Department of Environmental Protection (DEP) to allow the use of lime-stabilized wastewater treatment plant sludge blended with wood chips and yard wastes(blended material)in the cap of the Barnstable Municipal Landfill. This one time application of the blended material will be used in the vegetative support layer as a topsoil to support a crop of grass and prevent erosion of the landfill cap. On August 13, 1996, the Town of Barnstable submitted Application No. 2 for Land Application Certificated (BRP WP 30) for blended material to be applied as part of the Barnstable Municipal Closure Project. The Town of Barnstable received a Land Application Certificate for that permit application on October 1.5, 1996. That Land Application Certificate was for lime-stabilized sludge produced between January 1993 and September 1995, and is referenced as Application No. 2. Since September 1995, the Town of Barnstable has stockpiled additional lime-stabilized wastewater treatment plant sludge (produced at the Hyannis Water Pollution Control Facility) at the landfill. The permitting of this on-going sludge production from October 1995 to October 1997 is referenced as Application No. 1. The Town of Barnstable has worked closely with DEP and received approval of a Sampling and Analysis Plan (BRP WP 28) for the sludge and blended material on April 22, 1996. This Sampling and Analysis Plan was later modified by a Request for Modification dated July 12, 1996, and verbal approval from Mr. Richard Rondeau. of DEP. The Town of Barnstable submitted a permit application for Approval of Suitability(BRP WP 29) for the blended material as a type H material on May 15, 1996. The lime stabilized sludge has been sampled quarterly and analytical results have been submitted to DEP. A summary of these results is presented in Table 1. The blended material has been sampled as part of Application No. 2, and a summary of these results is presented in Table 2. The Land Application Certification (BRP WP 30) is the third and last DEP approval needed to allow application of the blended material on to the landfill cap as a topsoil material. This submittal provides the detailed information required by 310 CMR 32 for DEP to review the site and project, and thereby grant approval. This submittal is also being sent to the Barnstable Board of Health for review in accordance with 310 CMR 32.25 (2). - 1- A trial application of blended material was used at the landfill in the Fall of 1994. Blended material was • spread in a six inch layer on several of the side slopes of the landfill to prevent erosion. The wood chips in the blended material provided excellent erosion control characteristics while the wastewater treatment plant sludge provided nutrients for the grass crop. The lime in the sludge provided pathogen and vector control as indicated by very low values of fecal coliform in the lime-stabilized sludge, and in the blended material. The trial application was very successful and produced a strong crop of grass in October and November, 1994, and.in the following years. The Town is required by DEP to close and cap its municipal landfill. The two parties signed an Administrative Consent Order which specifies steps that the Town must take to close its landfill, and the schedule by which the cap must be complete. The use of a six inch layer of blended material in the landfill cap has been approved by DEP Division of Solid Waste as part of the Landfill Closure Plan. It is a conditional approval pending review and approval by DEP Division of Water Pollution Control of this permit application. The cap is scheduled to be complete by October, 1997, which provides two construction seasons to complete the 50 acre landfill cap. Landfill Cap Components The landfill cap has the following components: • Gas venting layer comprised of soil and pipe to collect landfill gas and.allow the gas to flow to • vents. • Low-permeable layer comprised of polyethylene to prevent water movement through the cap into the buried refuse. i Water drainage layer on top of the low permeability layer which allows water to flow to drainage swales and discharge sites around the landfill. • Subsoil layer on top of the drainage layer to protect the drainage and low permeability layers. • Topsoil/compost layer on top of the subsoil layer to grow grass and prevent erosion of the cap. There is also a portion of the.landfill cap designed for the continued storage and processing of recycled waste materials. This portion of the cap has a hard surface on top of the low permeability layer, and will not have a topsoil/compost layer or a grass covered surface. Details of the landfill cap design are shown on the attached Site Plan Map and Landfill Cap Details. • -2- Land.Application Site The land application site is the grass covered portions of the landfill cap proposed for the landfill site. The landfill site is shown on the attached Site Location Maps and on the attached Site Plan Map. The land application site is the areas designated for the Type A-1 and A-2 cap areas on the Site Plan Map. The land use around the site is illustrated on the attached Figure 6-3, Land Use. Transportation of Sludge and Blended Material The lime-stabilized sludge has been(will be) transported and stockpiled at the landfill in a Town-owned truck designed to transport the roll-off containers from the Hyannis Water Pollution Control Facility. The lime-stabilized sludge was (will be) formed into piles and stored. These piles were (will be) later mixed with wood chips and yard waste. The blended material was then (will be) stockpiled in new piles. During construction of the landfill cap, the blended material will be transported by dump trucks rented or owned by the Town of Barnstable to the top surface of the subsoil layer of the cap. The blended material will be spread by a bulldozer in a six inch layer in a manner similar to the trial application performed in the Fall of 1994. The dump trucks will remain on the landfill site during transport of the blended naterial. Erosion Control for the Landfill Cap • The topsoil/compost layer(blended material) will be seeded after application of blended material. After seeding,the cap will be mulched with a layer of straw and hay. Hay bales and erosion control fences will be used at the perimeter of the site and in drainage channels. A map detailing the erosion control details or the site is attached as the Erosion Control Plan. Sources of Subsoil Two potential sources of subsoil are available to the Town for the landfill cap construction. Local sand is readily available and suitable for the subsoil layer. The sand is available from two local sand pits that are within six miles of the landfill site. A sandy loam is also available from the Cape Resources Company(CRC) which is located on a neighboring property North of the landfill site. The sandy loam is a product of the reclamation of a construction and demolition landfill area at CRC. The sandy loam has had waste materials screened from it, and the sandy loam is a well-drained, loamy material which is suitable for the subsoil layer. j _ The land application calculations are presented in Appendix A of this document.and are prepared for both potential subsoil materials. The calculations utilize scientific and engineering principles to determine a blended-material (topsoil/compost) layer thickness that will not impact the:environment or 1 public health. • 3- i Findings • The findings of the calculations indicate that both proposed subsoil materials are suitable for the subsoil layer. The calculations also indicate that a six inch layer of blended material can be applied to the top layer of the landfill cap without adversely impacting the environment or public health. • • -4- TABLE 1 Analytical Data Sununary Metals,PCBs,Nutrient and Fecal Colifonn Analysis BRP WP 29,Application No. 1 Town of Barnstable,Massachusetts Lune-Stabilized Sludge Barnstable Sample No. J-2132 J-2209 J-2210 J-2264 J-2310 J-2389 J-2390 Dale Sampled 9/13/95 12/5/95 12/5/95 3/14/96 6/26/96 9/27/96 9/27/96 Dale Sludge Produced 6/95-9/95 10/95-12/95 10/95-12/95 12/95-3/96 3/96-6/96 6/96-9/96 6/96-9/96 Pile(s)Sampled Pile L Pile M 1 Pile M 1 Pile M Pile N lab mix lab mix Analytical Lab Name Geolabs Toxikon Toxikon Toxikon Toxikon Toxikon Inchca Lab Sam le No. 36467 1-J-2209 I-J-2210 5-2264 O1-J-2310 1-J-2389 1-J-2390 ' Analysis Results: H 12.0 13.0 13.0 12.5 12.6 11.4 „fir solids 31 34.9 36.4 41.9 36.6 30.7 Tot-N m 9900 8910 7270 900 14300 9000 Amm-N m 2130 97.9 77.2 170 1070 200 Nit-N m 3.32 nd nd. nd nd nd Tot-P m 366 425 482 1150 1700 50 K m 2100 1427 1183 1185 1240 1730 Cd m 1.35 1.79 2.08 nd 3.82' nd Cr (mg/kg) nd 4.56 4.94 2.49 9.11 10.4 Cu (mg/kg 561 388 36 4 121 466 497 Pb mg 73.2 32.5 27.5 12.8 31.4 29.9 H m 0.27 1.67 nd nd nd 1.55 Ni m 4.81 nd nd nd nd 6.97 , Zn m 309 216 205 152 302 340 Mo m 5.1 3.62 3.28 nd 5.39 16.8 Boron m n/a 4.87 4.47 2.78 8.17 nd PCBs m ) nd nd nd nd nd nd Arsenic mg/k n/a nd nd nd nd nd Selenium m n/a nd nd nd nd nd Fecal Coliforn m n <20 Notes: 1 Indicates duplicate samples. 11/15/96 SLUDGDAT.XLS . :, .... .......:-:-....�_: _..._,.... .... .__... .... .. ,� �__. ... ...... .. . . � psi �I s TABLE 2 Analytical Rcsulis Sununpi y a t'. Metals,PCIJs said Nutrient Analysis t t IiRP WP 29.Applicuiion No.2 To%vfa of'Ilarostablc,Mussachusctts Unie-Stabilized -lllcndcd l.imc-Stabilized Sludge --- :laid Wood Chips Sludge Barnstable Sam lei No. 1 2132 I-2133 7 2138 I-2143 12174_ J-2175 ]-217G - J-2177 -I-2260 J-22ti1_ J-2262 J 2263 UaleSampled 9/13/95 9/7I95 10/2l9S _IO/2/95 ll/16/95 II/16/95 11/16/9S 11/16/9S 3/l4/9G 7/14/96 3/1I/96 3/14/96 Date Sludge Produced 6l95-9/9S 6l95-9/95 4/93-6/93 9/94 11l94 919]-2l94 9l93-2/94 2/9]-8/93 2/9]-B/97 9/93-2/94 2/9]-8/93 2/94 11/9q 1219q 9/95 Piles)Sampled Pile 1 Pile L. Pile G_ Pill:I Pile AA(1) Pile CC(I) file AA(1) 1'il�C_C(1) file AA -Pile CC -Pile UU I'ilc l'sl's Analvlical Lab Name Gcolabs Geolubs A ua Alr Arius Air _Toxicon Toxicon _Toxicon__Toxicon Toxicon Toxicon Toxicon Toxicon Lab Sample No. 36467 36468 1518-1 1518 t J_2174 - J-2175 1-217G 1.2177 -J 22G0 J-2261 !.2262 1 2263 - Anal sisResults: - ----- --- - {{ 12.0 11.6 11.55 11.72 _ 11.0 _ 10.2 12.4 11.6 8.7 10.5 - 9.3 8.6 Y Solids 31 65 36.03 40.42 46.9 54.3 18.6 - 55.4 _ 49.6 56.2 53.11_ 535 9860 10400- 5146 - 9898 2860 1980 1610 _____2300- 1820 770 1180 121'0 Amin N (m ) 2130 122 238_ 570 176 __ 85.9 179 _71._0 __180UA_- 760.0 - 940.0 - 1200.0 _ Ni1 N (m ) 3.32 2S1 89.5 -- ►67 -- 88.0-__53.6 _- 739 _ 37 6 --- - fail_- 4.25 19.8 - aid 6670 5300 1600 1680 - 2700 _ 3130 _ 1310 TutP (art: ") 366 fail fail oil 4000 IC (m ) 2090 1 50 560 1270 1718 1243 1239 1326 -1045 _ _-837 - 1049- 1505 Cl (m ) 1.35 l.]5 -- 2 2 fail 299 2.22 2.38 2.88 2.29 2.62 89.1 Cr (n ) fail 5.74 13 12 5.55 5.32 1.57 -. .. 5.09 _._. 7.19 .. ._.:-5 22 -5.75 -- - 19.1 Cu (m ) 561 466 871 698 t97 190 174 _220 __....21`9 _._.. 1`�` 164 .1 237 -- - _ Pb (m ) 77.2 46.3 _ 93 72 3S 2 34.'2 27 I 35.4 3 1.0 24.3 37.1 70.5 0.2700 0.1020 1.04 0.987 0.506 2.63 aid - 3.22 - 0.706 -_ 0:615 -- fail - fail 4.81 5.17 10 9 - -fad --Biel ----- aid aid - - aid ---°d -----fail 13.1 ---- - - - - Zn 309 235 355 320 122 -_ 135 _- 112 - ISO- _- 115 -_- 117 -- - 172 92.5 Mo (m ) 5.10 2.88 < 1 < 1 1.82 aid fail 1.75 fail fail fail oil Doran (m ') du ilia fad aid 11.6 7.71 8.93 7.32 .--6.42 6.8] 6 7S - -13.7 _ - _...._ .._- .-._ ....__ --- ---- - PCQs (m ) rid aid ad fail aid fad aid fad _.. ..._-._rid fail..__ .... fad-.- -- fail _ Arsenic (it' ) ✓u Ida 2 2 aid :--- fad-- fail fad --u.l-_ ...._.__ aid fad-- fail Selenium (mg/k ) o/a rah -tad -- till - - fail- - aid aid aid fad fad aid !)Indicates du plicate sam les. DATASUMMALS _ 1 Massachusetts Department of Fnyironmental Pratectlorr Bureau of Resource Protection-Wafer Pollution Control Transmittal f r• BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size Instructions BRP WP 32 Renewals or Modifications to Land Application Certifications Please print or Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the type the requested Land Application of Sludge or Septage information in the 1 spaces provided. General Information BRP WP 30 Permit No. 1''. Which permit are you applying for? 3. She owner. Town of Barnstable D.P .W. (�BRP WP 30 ❑BRP WP 31 O BRP WP 32 xame 367 Main Street AW04 Number February 3 , 1997 Hyannis , 02601 Q7@ of apWiodm C1ry� 0 mde _ - �_• Applicant: 5. Contact Person: Town of Barnstable D.P .W. Thomas J. Mullen , Superintendent Name Name 367 Main Street 367 Main Street., Hyannis MA 02601 Addr= Address H annis , MA 02601 508/790-6300 508/790-6400 Ciy/rowe20code raevraree na(nDer FAxnumdrl • 3. Facility generating the sludgelseptage: 6. Date of DEP Approval of Suitability Hyannis WPCF July 16 , 1996 Name a taulity Classification: O Type 1 ®Type II O Type III Add= Hyannis , MA 02601 7. Stabiliration.Variance: ❑Yes No eiylranvlro rode Site Information 1. 4. Slope of site to be Iandspread Number of acres:. 71 3 25 a. M1#mmn0�+� r Inro4ed In dal uov�Y 50 8 SWOP a ro be farisa►a1 m a e n a S u g e a A► fie o material 2' Type of zoning ior. 5. Soil Characteristics of Application Site (tf SCS Soil Survey is not published contact regional.Soil Conservation Office Barnstable Landf.ill/Institutionafbrinformation� . See Site & Project _ Description s RvOasedrandsv'WIr+?sle �.•-_-•:.-.: I n&u s t r i a l,- v a.c a n t, residential USDA Soil Conservation Service:Sod Name{mapping symbol): a Aeueb,o POWigor C d D) - See Figure 6-3 for Land Use See SCS Map • (Pg. 3. What are the surrounding land uses? Industrial, residential, b_ USDA Sod Conservation Service Sod-Texture Designation: commercial, vacant Sand or sandy loam Page 1 of 9 Rev.&94 - 13 9161 Massachusetts Department of Environmental Protection Bureau of Resource Protection—Water Pollution Control Transmittal IF BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres In Size ' BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP. WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per. Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Site Information (Cont) c. USDA Soil Conservation Service Physical and e- Depth to 6edrociC G e omemb r a n e Chemical Properties: 1 . 5 N/A 7 20 in/hr. feet �mN/A 6 .rk�,,sand) 7 . 1 sandy loam Arailable rftfCAWY PH 6. Distance to near5st r t 6ipal well(s): low Shrink-Swell Potential fed K=0- 1, T=5 Hydrorogiccmuo A Distance to nearest private well(s): ws Ennia?Fx N/A 335 Ceptn to Hign Water rable kel d. Sail Chroma Using Munsell Color Notation, Cd known to applicant:otherwise to be determined by 7 Distance to nearest surface water. • site investigation by DEP with applicant): 1 , 750 1) Mottles with chroma of two or less over five leer percent or more of sail within three feet of ground surface? Is the surface waters)a public drinking water supply(class ❑Yes ❑ No N/A A water)? 2)Dominant color of soil matrix within three feet of ❑Yes ®No ground surface has chroma of one or less and mottles cover less than five percent of surface area? ❑Yes ❑ No N/A: Attached in Appendix 'A for each of the two soil SOLI Analysis types evaluated. Append copy of Soil Analysis which includes the following parameters. • pH, total chromium(CC), • cation exchange capacity(CEC), total.copper(Cu). • total nitrogen(N), • lead(Pb), ammonium nitrogen(NH4),. mercury(Hg). • nitrate nitrogen(NO3)..total phosphorus(P), nickel(Ni), Zinc(N. • potassium(iq,. PCS's(if.sludge or septage contains 2 ppm or greater). - total cadmium(Cd), • Page 2 of 9 Rev.8194 .139 161 . Massachusetts Department v1 t ayirbnmenral?rorecttart ; j Bureau of Resource Protection—Water Pollution Control Transmittal f BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size i BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the !.and Application of Sludge or Septage Site Control.Measures See "Erosion control Plan'.' i. Will erosion control or run-off prevention practices be 2. Are drainage practices necessary? necessary? (es ❑ No If so,describe measures: i Yes ❑ No If so.describe: Drainage provided by subsurface : Sludge to be mixed w/woodchips sand and geocomposite . All & yard waste to provide erosion drainage & run—off contained control characteristics . Mulch on-site...:;: & hay bales to be used. Crop Information 1. type of crop to be grown: 3. approximate date of planting harvesting: High yield grass for erosion Plant in ><all; mow in Summer . control. 2. crop nitrogen needs: 4. intended use of crop: 100 to 300 for W&R and FC See Permit Appl. Table 3 Grazing Information 4. Amount of time between land application and grazinq: 1. Type of animate N/A N/A ,rimier.dQars 2. Approximate size of herd: S. Da grazing animals receive supplemental feed? N/A ❑Yes ❑ No if yes,how much and what type? 3. Duration of grazing period: N/A N/A ` Land Application Calculations t. Please attach completed application rate worksheet 3. Proposed Method of Application: attached in Appends A(e.all calculations must be Q Surface Spnad*M. completed as part of this submiUL p Surface Spreading followed by inearporatian ❑ Subsurface Injection-. L Anticipated date of applimation: Other(please describe): . April., May- and September , 199x (blend ot.-incor.porate). sludge , . and` and waste' & with wood chixis y spread the blended material in i a five or .six inch layer.. Page 3 of 9 Rev.&94 Massachusetts Department of Environmental Protection 1 13 916 Bureau of Resource Protection—Wafer Pollution Control Transmittal IF on of Land Application Projects Greater than or Equal to t1.5 Acres in.Size BRP WP 30 Certificat BRP WP 31 Certification-of Land Application Projects Less than or Equal to a.5 Acres In Size BRP WP 32 Renewas or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Transportation 1. 4. Method of Transportation. Describe vehicle type(dump Transporter. truck,tank truck etc.)and measures taken to avoid leakage Town of Barnstable D.P .W. and spillage Nan see- site and 367 Main street Add Descri tion Hyannis MA 02601 c1ly/ro*rff1p Cede 508/790-6300 releotme Humoer 2. Approximate date(s)of transportation: see site and pro�Prt now "Lion 3. Estimated number of trips per date of transport: See site and Froiect D a - Lion Approval Section (To be.filled out byDEP) Disposition: 1. ❑ Approved as Submitted 5. Approved total cumulative application limit 2. ❑ Approved as Amended l�strre - � CondiEortt 6. Site availability: Number d leis 3. Source(s)of sludge or se3tage to be land applied: . 7 Application denied? ❑Yes ❑No O*M(Of Qpenb+ gessargs)hrdWW Laotlon Amwar b de ODrined' 8. Disposition by s/ Type 4. Approved annual rate of application: Lyl+dApp�'d dSLitrtrBq' ❑Type II ❑Type III ms/rie Page 4 of 9 Rev.8/%4 - i ro ! UXi:td rr U) t-n 0 0 �� n • • i Massachusetts Department of Environmental Protection 1 Bureau of Resource Protection—Water Pollution Control Transmittal BRP Wp 3� Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size UP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP. WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section A — Sludg sand Soil Data Worksheet for Calculating Annual and Cumulative Application Rates All calculations must be include with Land Application Certdicate: Sludge' Our Your Sludge Composition Example Sludge` Total N 5% ©. 2- y, Ammonium N 2% O A % 0% 0.0 % P 2% O. K 0.1% D, Zn 3000 ppm 1 Zh ppm Pb 500ppm Z.Z pm Cu 1000 ppm 1 ppm Ni 50 ppm Apm Cd 20 ppm 3. ADR' PCB's 2 ppm D ) ppm Reported on a dry weight basis(mg/kg) Appendix A, Section A — Soil Information See, �Sa �s%s 116VI 2 ourazample Your Soli Texture Loam - Sa Soil pH 6.5 � Cation Exchange 12 meq/1 OOq `—'' --me4n 00q Capacity(CEC) Avaitable P 25lbs/A Exchangeable K 50 lbs/A �k ?J,.. �dTr7� Pb: 33ppm 0PCs's -6.5 ppm No PAm It M q NOTc-S � +'H ces 4 lln e F e�.(,(y I .� {� b 1�.,r. ►�r 2"'"� Page 5 of 9 .J Rev.8194 aG/G5 4-r". Talc1 'Un t�4u Q 2., /� U TABLE 2 Aunlyticnl I(csnlls Summary Metals,I'Clls and Nutrient Analysis Ltf(1'W I'29,Application No.2 ``• fo%vu of 1]aII IS tit bI C.M itSS a c I I I I S c I tS i Lime-Slabiliud 111cnded Lin,c-Slabi]ized Slutl6e -__--_-_ Sludge -------- - ------ - ----.... -- -- :uut Wood Chips -- --- - Darnslahk Sample N°' - ]-2132 1-2_13 - J-2138 -J-214] - _J-2174 1-2I7S _]-2176 -- J-2177 J-2260 - ]-2261 1-2262 1.22G] QnleSam�lcd 9/I]/95_ 9/7/95 10/2/95 10/2/'JS ll/16/95 _II/16/95 _II/IG/9S_ 11/16/95- -]%14/9G_ 3/14/96 l/1'I/96 ]/1'1l96_ Dale Sludge Produced 6/9S•9/9S 6/95-9/95 4/93-6/993 9/9.1.11/94 9/9]-2/94 9/93-2/94 _2/9)-8/9] 2%9]-8/9J 9/93-2/94 2/93-B/93 2/94-I I/94 12/94 9195 Pile(:)Sampled Pile l Pile I_ Pile G -- Pile J Pile _Pilc CC(1) file AA(1) file CC(1) file AA Pile CC -file DD _Tilt 1'sl?- Analytleal Lab Name Geolabs Geolabs Ae ua Air Ativa Air- Tuxicun--Toxicon Toxicon _Toxicon _Toxicon Toxicon - Toxicon_ Toxicon - Lab Sam Ie No. 36467 36,168 1518-1 -I S 18.1- - J_217 I1-2175- ]-2176 - 1 21a7 -1-2260 1-226 1 J_2262 1.22G) Anal sIs I(gsulls: -- ---- --- -- -- -..._.. - pll 12.0 11.6 1 I.SS 11.72 - `-11.0 ----10.2---12_4 11.6 ---8.7.-_---- 10.5 9J ---S.G - __ _-- - _ - - 49.6 _56.2 --_ 5 3,8 - S].5 31 5 3 186 554 770 1180 1210solids 516 1980 I6I0 1820_9k60 10400 _ - 760.0 12000 479 71.0 1800.0_ Auurl-N 01 9) 2130 122 238 ._.___--570 176 _- 85.9 Nil-N (mg/k ) 3.32 251 89.5 .....I6.7 __...__..__88.0---_-53.6 ----- �3.9 _. 77 G - -- lid_----1.25 _- 19:8 --- _-o0 --- -- - _ rot (mg/k ) 366 lid nd lid 4000 6670 5300 4000 I680 2700 - - )1]0 , I]10 K (mg/k ) 2090 1150 560 1270 1718 1243 1239 1320 1045 -837 --- 10.19 -- Cd (m&A 1.35 1.35 2 2 nd 2.99 2.22 2.3k 2.88 2.29 5.75 Cr (utg/kg) nd 5.74 13 12 -5.55 5.32 1 S7 5.09 -7.19- S 22 237 - 19.1 ---- --- --- -- Cu (m g) 561 66 871 6)8 197 190 174 220 219 _ 191 2]7 - 164 t 35.2 Pb (mgQ ) 30.5 73.2 465 93 72 ]5.2 3'1 2_ 27.1 75 4 ]'LU 2•L] --- 7.1 - - _ lig (mg/kg) 0.2700 0.1020 1.04 0.9k7 0.506 2.6] nd ].22 0.706 - 0:615 -- --nd - nd - - - -- --- ---- - - -- - 10 9 nd _ nd -- - nd lid - ud - - lid-- - nd I__I 4.81 5.17 -7 - I 5 503S8 320 122 1 - -_ Zn m 309 235 _ Lvlo (m 5.10 2.88 < 1 < 1 1.82 lid nd 1.75 nd _ nd_ nd _ u� (loron (lit /k ) n/a tJn nd nd 11.6 7.71 8.)] 7.J2 6.42 6.8] - - 6.75 I3.7 'i _ . - . ..-- ----. .. ..-� _ -- -_ _ PCI)s (mom) nd ntl nd utl nd nd nd nd nd nd nd nd _ Arsenic (mg/k ) t✓a it/it 2 2 nd nd - nd _ ud ._..------nd- ....._..._ lidod---- - nd StIcntum (m5f8) Wit Wit nd fill lid fill lid __. nd .... -- ntl - - lid- ---nd lid ----- ..._..._. ._. ....- _..... .__...---........... ...._.....__.. ..-. .---.._. .__._. -- ............... - - - 7 I)Indludes do)IICa1C sam ]es. i DA,SUMAI.XI.S A-N•A-L 56 13q W SOIL ,'NALYSIS FOR RESEARCH C7i 12/96 SOIL AND PLANT TISSUE TESTING LAB LAB NUMBER: S960705-629 WEST EXP=RIMENT STATION BAG NUMBER: 27961 UNIVERSITY OF MASSACHUSETTS AFIHERST, MA 01003 DATE SENT: SviL lbEIGHT : ° . 6� i STEARNS & WHEELER CONCERNS: OF GRAVEL. P.O. BOX 975-100 W. MAIN HYANNIS , MA 02601 ----------------------------------------------------------------------------- ANALYSIS REPORT SAMPLE ID: S1 . 1 SOIL TYPE: SV1L PH 6 . 2 ALU1•IINUII (AL) : 15 PPM BUFFER PH 7 . 5 ORGANIC 11ATTEP, : 0. 1 Desirable range 4-S�. NUTRIEi�T_LE`lELS :_PPM_; LC'w' MIEDIUM HIGH `ERt"_HIGH PHOSPHORUS (P) 3 XXXX PCTA:SSIUM (K} 16 ,XXX CALCIUM (CAj 65 ; XX MAGNESIUM (MG) 21 : XXXXX AMMONIUM (NH4-N ) 2 ; XXXX NITRATE (NO3-N) 3 ; XX CATION EXCH CAP PERCENT BASE SATURATION SOLUBLE SALTS 0 .4 MEO/100G K= 7 . 3 MG=31 .8 CA=61 . 1 7 MICRONUTRIENT PPM SOIL_RANGE MICRONUTRIENT PPM SOIL_RANGE ' Boron (B) 0 . 1 0 . 1-2 .0 Copper (Cu) 0. 1 C . 3-8 . 0 Manganese (Mn) 1 . 7 3 - 20 :ron (Fe) 9 . 2 1 .0- TO Zinc ( Zn) 0 . 1 0 . 1- 70 EXTRACTED LEAD (PB) 0 PPF1. `,T- •"-r T, .IS t—PPi•I . EXTRACTED CADMIUM (CD) 0.0 PPM. EXTRACTED NICKEL (NI ) 0 .0 PPM. EXTRACTED CHROMIUM (CR) 0 . 0 PPM. . COMMENTS 1 I a i 'j } COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS-AMHERST . TOTAL METALS ANALYSIS REPORT 5, � n�t�f�sGs 07/30/96 AivSOIL AND PLANT TISSUE TESTING LAB LAB NUMBER: T960725-101 -3 ill WEST EXPERIMENT STATION UNIVERSITY OF MASSACHUSETTS AMHERST, MA 01003 STEARNS & WHEELER 100 WEST MAIN STREET HYANNIS, MA 02601 ANALYSIS RESULTS FOR SAMPLE # S1 . 1 : ELEMENT RESULTS (%) ELEMENT RESULTS (PPM) NITROGEN (N ) 0.001 ZINC (ZN) 4 PHOSPHORUS ( P) 0.007 COPPER (CU.) 6 POTASSIUM (K) 0 .035 MANGANESE (MN ) 33 CALCIUM (CA) 0.011 BORON ( B) 0 MAGNESIUM (.MG) 0.036 MOLYBDENUM (MO) 0. 3 IRON ( FE) 0 . 279 ALUMINUM (AL) 0. 126 LEAD (PB ) 2 CADMIUM (CD) 0 . 2 NICKEL (NI ) 2 CHROMIUM (CR) 2 ARSENIC (AS ) 3 • COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS-AMHERST. FOR FURTHER INFORMATION CONTACT THIS LABORATORY AT (413) 545-2311 . Massachusetts Department of Environmental Protection �. Bureau of Resource Protection—Water Pollution Control Transmittal# BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land.Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section B—Nutrient Needs of Crop Our Your Example Crop Crop grown and yield per acre corn Nutrients needed per acre N=170 lbs too 403-- Ibs fog W i I` a-t FL (based on soil test report or P20s= 0Ibs — lbs data from Tables 1-3) K20= 70 lbs _ lbs Appendix A, Section C— Determine Annual Rate of Sludge Application 1. Amount of forms of N in sludge: d. Pounds of nitrate N per ton of sludge a. Percent organic N %nitrate N fSec A)z 20=lbs nitrate Mon %total N-(%ammonium N( ,.jA)+%nitrate N Our example: Q x 20= Q lbs Mon organic N Our example:. 5 -( 2 + 4 %organic N Your sludge: 6 x 20= 0 lbs N/ton Your sludge:0_l.(0_I + 0 )_ organic N 2• Amount of plant-available N in sludge: b. Pounds of available organic N per ton of sludge a. Avail.organic N(],.�+ammonium N(1s)+nitrate N Ibs Mon Incorporated %organic N CU x 4=lbs available organic N/ton' Our example: 12 + jQ + Q = `i2 lbs Mon 'The conversion factor for NH,-N and NO,-N is incorporated calculated from: Your sludge:!±+ Z+0 =2I lbs Mon lbs N X 2000lbs 20.0 incorporated 100 lbs sludge ton — b. Surface Application of sludge assumes ha the and for No 20 x .2 (only 20%available)=4 ammonium N will be lost by volatilization) Our example: x 4= IZ lbs N/ton Avail.organic N(1.pJ+(ammonium N(JSJ/21+ nitrate N(LA)=lbs N/ton Your sludge:0_I x 4=0_4 lbs Mon Our example: 12 +(4Q. /21+ Q lbs -- _ - Mon surface applied c. Pounds of ammonium N per ton of sludge ? D 0.4 :i Your siudge:0_`f+L/ 21+___lbs Mon %ammonium N(Sec A)x 20=lbs ammonium Mon surface applied. ._ .. Our example:. 2 x 20= jQ lbs Mon 3. Adjust N fertilizer recommendations to account for residual (N from stud applications in 3 previous ye ): f= Your sludge:0.i x 20 Z lbs N/ton h10 applications APP li�h on/ 0.46 x%organic N x tonssludgelacre=lbs residual Nhcre �,5 U 01,,6 l ' ( Rev.8/94 q•3 i�h l)- s { e� ffeje ,+,ve, lea Page 6 of 9 0-� 1110 2, �a s . S-ee 9,e� C,,u ,ow 0,V IV, 1,.: Massachusetts Department of Envlranmerrtal Protection q Bureau of Resource Protection-Water Poflution Control Transmittal i BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of land-Application Projects Less than or Equal to 0.5 Acres In Size BRP.WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate-Per Requirements of 310 CMR 32:00, Regulations forne Land Application of Sludge or Septage Appendix A, Section C— Determine Annual Rate of Sludge Application (coot-) a applied one year ago Your sludge:_/_=_ta a. Sludge sludgelacre g J f Our example:0.4 6 x Qx i Ibs residual b. Surface Application Nlacre 4 tons Our example:l�s�Z/� = sludgelacre Your sludge:0.46 x_z___Ibs residual Nlacre Your sludge:_/_=_tons sludgelacre CI b. Sludge applied two years ago I/Ia- 5. Annual sludge application rate based an Cd addition Our example:0.46 x Q x 1 = 53 Ibs residual limitation: Nlacre a. Calculate amount of Cd per ton of sludge Your sludge:0.46 x_x—_ _Ibs residual N/acre ppm Cd(Sec A)x 0.002=Ibs Cd/ton of sludge c. Sludge applied three years ago /vr� Our example: ?Q x 0.002=Q,Q;,Ibs Cd/ton Our example:0.46 x Q x Q = Q Ibs residual Nlacre Your sludge3_t z 0.002= 4 Ibs Cdrtan Your sludge:0.46 x__x___ =_Ibs residual b. Calculate tons of sludgelacre to give.45 Ibs Cdlacre N/acre 0.45 Ibs.Cd/acre/Ibs.Cd/Ton(5.a)=tons sludge/acre d. Total residual N N f Our example:.45/QA=11,75 tons sludge/acre Step 3.a+Step 3.b+Step 3.c=total residual Nlace V4 i;#...+. Your sludge:.45/ 0 =_,tons sludge/acre Our example: U +Q,,,Q + Q = 121 total Ibs residual N/acre 6. Select proper annual sludge application race per acre: l a. Incorporated application-Step 4.a or Step 5-b.Your sludge:_+_+_=_total Ibs residual N/acre whichever is lower e. Adjust N requirement MIA- Our example:Q,Q tons sludgelacre Lbs.N needed by crop(SSeeg_$)-Ibs residual N(3A_ Ibs Nrequired/ace Your sludge:—tons sfudge/acre ') Our example: ].ZQ 1�.2 Ibs N required/ b. Surface application-Step 4.b or Step 5.b,whichever - hQ.$ = j acre is lower Your sludge:_-___Ibs N requiredlacre Our example Q tons sludgelacre Note:If no sludge was applied in last three years,use ibs N Your sludge:_tons sludgelacra J from Section B as the final amount for Ibs N required/acre. _ 7. Additional fertilizer N needed if annual sludge application Ct �I 4. Annual sludge application rate based on amount of N rate is based on Cd addition limitation: needed by crop: ,I Adj.N required U-(lbs avail.Mon f2.3 or 2.b)x max Adj.N required(U/Ibs avail.Mon of sludge 1?.a or tons sludgelacre(U]=Ibs:additional fertilizer Nacre tons sludge/acre Your sludge:--(,_x—)__Ibs fertilizer Waae a. Incorporated Application 1 •. Note:A negative answer means no fertilizer N is needed. j Our example:> U/`?Z tons sludgelacre Rev.8r94 u rips: �� S�� Caka cg"u xzo J 0 W N� f`r `• Page l at 4 / MaWChasetfs Department of Environmental Protectlon Bureau of Resource Protection—Water Pollution Control Transmittal i BRP WP 30 Certification of Land Application Projects Greater thao or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32.00, Regulations for the Land Application of Sludge or Septage Appendix A, Section D DetenninerAmount of Additional Fertilizer(Potassium and Phosphorus)Needed 1. Phosphorus: \1, 2. Potassium: ! a. PO,added in sludge a. Ki0 added in sludge Tans sludge/acre f6.a orb x%P(5r9)x 45.8= Tons sludge/acre(J or 6 )x%K(Sec A)x 24= Ibs PNacre Ibs KZO/acre Our example:3-Q x 2 x 45.8=ZE Ibs P,O�acre Our exam pie:12 x 11 x 24= Z Ibs KO/acre Your sludge:_x_x 45.8=_Ibs P,Os/acre Your sludge:_x_x 24=_Ibs KO/acre b. Additional fertilizer P2os needed b. Additional fertilizer needed Total P0 needed(Sg4.Q)-PZOs in sludge(1_a)= Total KO needed(�Q)-K20 in sludge(?_A)=Ibs 2 s Ibs PiOVacre Ki0/acre, Our example:0 -215 Ibs PIOVacre Our example:ZQ -L2 =JU lbs K701acre Your sludge:____-___. Ibs P:0/acre Your sludge:__-_=_Ibs K20/acre s Note:A negative answer means no additional P,O,is needed. Nate:A negative answer means no additional Ki0 is needed. I 1 ri o ppf%G n,✓ °-6—it^�1 / q b141blC h-��'1 i r^ Iqa 9 tis4r-,4 a� j!Appendix a -A, Section E Determine Total Cumulative Amount of Sludge or Septage Allowed and Number of Years Sludge or Septage can be Applied 1. Calculate amounts of sludge or septage needed to reach Your sludge: limits of Zn,Cu,Ni,and Cd. Obtain from Table 5 the 150 r2 9fz— maximum amount of metal far the CEC of soil used: Zinc/(_A-x 0.002)=_.Ate_tons sludge/acre 4s _'3.1 't0 Maximum Amount Metal Allowed Cadmium_/(_ _x 0.002)=_4_.tons sludgelacre [Concentrations in Sludge or Septage(Sec A)x.002*1 C(� Copper'A (�X 0.002)=3=4 to sludgelacre �L =Maximum tons sludge or septage/acre Nickel/(fix 0.002)_ tons sludgelacre Our example: 2 CalcularPb aunt of sludge or septage needed to reach GmFas d PC8's'. Obtain from Table 6 the maximum Zinc 5N/(NX x 0.002)=.0 tons sludge/acre amowrthe CEC of the soil used: Cadmium.4 /(20 x 0.002)_11n tons sludge/acre (Max.Amount Allowed-(Soil Background Level(Sec A)x 2)) Copper W/(1000 x 0.002)_12�tons sludge/acre [Concentrations in Sludge oc Septage(S,ec A).x 0021 Nickel JM/(sox 0.002)=149Q tons sludgelacre =Max_tons sludge or septage/acre • *Conversion /factors:ppm X .002 = Ibs.per dry ton; ppm X 2 = Ibs.per one acre of so{I to p��lo��y layer depth. C e Gc lead ( IS' tea( U LUX . L'e�C� Page 8 of 9 Rev.8l9t l Z� i 5 �,VA-"t UO2) _ �Z� �n5 b�2, � i► Gr`�C� � - Massachusetts Departrvent of EntlfrOnmerrtal Pratectforr- J - �, Bureau of Resource Pro'ection—Water Pollution Control Transmittal f BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewais or Modifications to Land Application Certifications Application for Land Application Certificate Per Requirements of 310 CMR 32.00, Regulations for the Land Application of Sludge or Septage Appendix A, Section E (cont) Determine Total Cumulative Amount of Sludge or Septage Allowed and Number of Years Sludge or Septage can be Applied Our example: Lead JU-(,'),')x 2)/M x 0.002)=534 tons of sludge 4. Calculate number years that sludge can be applied: or septage/acre Max tons sludge allowed/acre(E3)!tans sludge applied/ PCS's 2-0 x 2)/(2 x 1002)=ZU tons of sludge acre/year(Sec C.6.a.or 6.b)=No.years or septage/acre a. Incorporation application Your sludge: 7-•�' (;b'��', Our example:K/a=Z Years Lead (_!:-x 2)/(_x 0.002)_ tons of sludge or septage/a:re Your sludge:—/—=--years ).5 PCB's 7,- -(_�_x 21/(_x 0.002)__tons of sludge b. Surface application • or septage/acre Our example: u/9,,Q=1Z Years 3. Determine the maximum amount of fudge or septage Your sludge:_/_=_years which can be applied per acre by selecting the lowest tonnage figure calculated in 1 or 2 above: Our example ns/acre Zl X limiting constituent [Alp top�tw l Your sludge:_tohs/acre limiting constituent - �}-e.- �JE-tar✓ �x G�� �-G�Ga � G f Page 9 of 9 Rev.&G4 13�Ih� Stearns & Wheler L U�=���, d% g300Z, o�,00 ENVIRONMENTAL Subject Date / Jo��(-�1 ENGINEERS AND SCIENTISTS �(Lc�/M / Gyw j�" d Ii Gc�ha�✓ ��/An/ 1`A4✓ , Comp.By Checked By i I i 1 j j 1 c �_ �_� ! �'..����-�'�!-✓- �� � ,:Cum! � ',/ r r j r , U , — _c�j3�Sh o , I � f Sheet off Stearns & Wheler 1 3 a 16i ENVIRONMENTAL Subject Date Job No, ENGINEERS AND SCIENTISTS <� Comp.By Chelked By Jill GEC, J5 s i — s A411 I ;1 ' I � ; I IC a I! I i i l 4e G� GI�I M 4 711 rJ r i Q I : ! ! I I I I • j I I I j i i I I � i I ! ' ! ' � j( Sheet f4Z t Ill's SOIL ANALYS=S REPORT FOR RESEAR. H 07/12/96 �L I R 199E 139161 SOIL AND PLANT TISSUE TESTING L' LAB NUMBER: S960705-6`31 IOEST EXPERIMENT STATION BAG NUMBER: 27961 NIVERSITY OF MASSACHUSETTS AMHERST , MA 01003 DATE SENT: SOIL WEIGHT: 3. 15 9/50c STEARNS & WHEELER CONCERNS: % OF GRAVEL. P.O. BOX 975-100 W. MAIN HYANNIS, MA 02601 -------------------------------------------------------------------- ANALYSIS REPORT SAMPLE ID: OLD. 1 SOIL TYPE : SOIL PH 7 . 7 ALUMINUM (AL ) : 13 PPM BUFFER PH 7 . 5 ORGANIC MATTER : 26 . 3 ro. Desirable range JUTRIENT LEVELS:_PP"?_; LOW MEDIUM HIGH VERY_HIGH PHOSPHORUS ( P) 2 y i V v V V V V V V V V V V'•V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V ^4 nnnnXnnnnnnnnnnnnnnXnnnnnnnnnnn.:nn.v.nnnnnnnnnnnn:.n vvvvvvvvvvvvvvv POTASSIUM (K) 1 1 2 i Xnv,v,Xnv nvvnnv AXXAvv AvAAAn,.,.,.nn,;nn � vvv vvvvvvvvvvvvvv vvvvvvvvvvv vvvv vvvvvvvvvvvv., CALCIUM (CA)Z2854 nnnXnnnnnnnnnnnnnnXXnnnr.nnnnnnnXnnnnXnnnnnnnnnnnnn V V-V V V V V V V V V V V V V V V V'✓V V V'J V V V V V V'J V v V'J V V V V V v MAGNESIUM? (iMG) 341. i nnnnXXXnXnnnXn,X`n�.nnnn nnnnnnnnnnn,-t.nnnnnnX. .XXnn,. AMMONIUM (NH4-N ) 7 ; XXXXXXXXXXXXXX NITRATE (NO3-N ) 80 ; XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXvvXXXXXXX CATION EXCH CAP PERCENT BASE SATURATION SOLUBLE SALTS 186 . 3 MEQ/100G K= 0. 3 MG= 2 . 4 CA=97 . 4 73 MICRONUTRIENT PPM SO MICRONUTRIENT PPM SOIL RANGE Boron (B) 1 . 1 0 . 1-2 .0 Copper (Cu) 3 .0 0 . 3-8 . 0 Manganese (Mn) 14 . 5 3 - 20 Iron (Fe) 9 . 6 1 .0 40 Linc ( Zn) 6 . 0 0. 1- 70 EX7RA.CTEU LEAD (PB) -6 PPM. ESTIMATED TOTAL LEAD IS 98 PPM . EXTRACTED CADMIUM (CD) 0.3 PPM. EXTRACTED NICKEL (NI ) 0.9 PPM. EXTRACTED CHROMIUM (CR) 0 . 7 PPM. --------- COM1ENTS rjt,-e- 4t W-'I t 6e PZ! v�v►,-ej. T�r_ G E'C, a s '�S 2 s ► 4-o lo-e, � 3 ` 6 UMASS-; COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI ,MHE ,ST. TOTAL METALS ANALYSIS REPORT 07/30/96 SOIL AND ':SLANT TISSUE TESTING LAB LAB NUMBER: T960725-106 t3�'61 • WEST EXPERIMENT STATION UNIVERSITY OF MASSACHUSETTS AMHERST, MA 01003 STEARNS & WHEELER 100 WEST MAIN STREET HYANNIS, MA 02601 ANALYSIS RESULTS FOR SAMPLE # OLD. 1 : ELEMENT RESULTS (.%) ELEMENT RESULTS (PPM ) NITROGEN ( N) 0.943 ZINC ( ZN) . 142 PHOSPHORUS (P) 0. 344 COPPER (CU) 206 POTASSIUM ( K) 0.053 MANGANESE (MN) 188 CALCIUM (CA) 8. 562 BORON (8) 4 MAGNESIUM (MG) 0. 168 MOLYBDENUM (MO) 1 .4 IRON ( FE ) 0.418 ALUMINaUM (AL) 0. 344 LEAD (PS) 46 CADMIUM (CD) 0.4 NICKEL (NI ) 5 CHROMIUM (CR) 9 ARSENIC (AS ) 5 I a { COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS-AMHERST. FOR FURTHER INFORMATION CONTACT THIS LABORATORY AT (413 ) 545-2311 . Stearns & Wheler 4r6r ENVIRONMENTAL_ Subject Date Job No. • ENGINEERS AND SCIENTISTS Comp.By Checke By I I I I ( I i I i I IT if 4�J I I A — , I , ( ! on Tl I Sheet_..1_of—�- .......... Stearns & Wheler ENVIRONMENTAL Subject Date JobbN� �:�1[No..�t� ENGINEERS AND SCIENTISTS Jl Comp.By Checked By An IIII ► 11 ! II I l ' � j j ��I I ! I ' I � ► I I - I ! III ! IIII I i , � i , I j I I i l i ! j10 ! ! I I ( ' I ► I I i ' ' ' ' ' I I ► i I I � I 1 I ' I � I ' � I ! � I I I I I i I f I i i I I I I I I I I i I I i I ► la'i I ! 1 f I I � I ! 1 ( I i I i P e I I I I I 1 I 1 , I I I I I i f I i i I I i f I i i 1 I i I 1 iI AA i I j Uf ; I 1 i I Sheet of/,2- 13� tEj Stearns & Wheler — G2 f�{� 43ooZ, nE.00 ENVIRONMENTAL Subject 0 Date. , . Job��o. ENGINEERS AND SCIENTISTS S'"`�AF_ �(.yw ��'Lv�ln A/ N —� Comp.By Checked By �. EU .o n/ o jijii ii i ll ! I �� j . ' ! j ► ! I i I � i d i 1 _ l �4L--3 1_� 4 b� C�-e. - - S -------------- I y i i r I Sheet oL:� Steams & Wheler ENVIRONMENTAL Subject Date Jo No. • ENGINEERS AND SCIENTISTS Comp.By Checked By ' I � III � ! I I I ! Iii ill iT. I SL kill ! I , , I . i : i ; ------- - r - �1, _ If, = F Sheet of--,� 122 Acid-Base Chemistry pH 2 4 6 8 9.3 10 12 14 fI� 111 2 v System Q_ P ly i c 4 C point I l:•J;''' INH3(ag) J v ` '. o + 6 INH4 J �� ; r� o - I / W I ((OH J + INH�IagI J) F ; j � 1 • V� 8 I H (OH— 1 10 ' � I Fig. 4-3. The pC-pH diagram for a 10-4.s M NH4C1 solution at 25°C. ojcui-,N: [OH-] and [NH,(,,,)] from the diagram at several pH values in the critical region ��•_ and then construct a pH versus p([NH3(aq)] + [OH-]) line so that the proton condition can be solved exactly in the diagram. With experience, alternative 2 is acceptable and speedy. Alternative 3 is illustrated in Table 4-5 and by the dashed line in Fig. j 4-3. Using this alternative, we find that pH = p([NH3(aq,] + [OH-]) at pH = 6.8 and ?` i i rt%TN__ .1 — 1 n-6.85 rATu -1-1 ._ t n-4.5 ru-F-1 — 1 n-¢.s .—A rnTi-1 — t n-7.z c Steams & Wheler 13`l i� ENVIRONMENTAL Subject Date J • ENGINEERS AND SCIENTISTS / Comp.By Checked By I 4. N-� i I ( � �r eJ '✓�Irv+'^'_!-- d� ! — _ av- �I : ------------- -�_ 'i _ o V 1 I Sheet— of Stearns & Wheler ENVIRONMENTAL Subject Date Job No. • ENGINEERS AND SCIENTISTS Comp.By Checke By Illll � i ! ! ! I LAI i I , l i l fA 1;: i i I I I I I I I ! F I I I, ! i ,� I i I i I I j i i I I I i I I I I j I I I j iii , ii ( jlljl ! IIIIII ! j I I I i I I I i I I I I � I _ I I I I - i I I I I Sheet of-5: 1311(,i • Table 1. Soil Test Levels for Phosphorus and Potassium Soil Test Level Phosphorus Test Potassium Test Obs./acre) Obs./acre) Very low 0 - 10 0 - 80 LOW 11 -20 81 150 Medium 21 -30 151 - 120 High 31 -70 211 -300 Very high 71+- 300+ BRP WP 30,31,32 Land Application Certificate-Tables 8/94 Page.1 of 4 k 13y I�I Table 2_ Ferti• lizer Recommendations for Cam and Soybeans Expected Nitrogen K or P P,05 and K.O needed if soil test level" is Yield Needed i (bu/A) Obs/A) V. Low Low Medium High V. High i Corn lbs/acre 100-110 120 P,OS 100 70 50 30 0 K,O 100 70 50 30 0 111-125 140 PA 110 80 60 30 0 K,O 120 90 60 30 0 126-150 170 PZOS - 120 90 60 40 10 K,O 150 120 70 40 0 151-175 200 P,OS 130 100 70 50 I 10 K,0 I 180 140 90 60 0 176-200 230 P_O5 150 120 80 50 10 K,O 200 160 120 80 0 Soybeans • 30-40 140** P205 60 50 40 30 0 K,O 100 80 50 40 0 41-50 175 P_O5 80 70 50 30 0 K,O 120 90 60 60 0 51-60 210 P_O5 100 90 70 40 0 K,O 150 120 90 60 0 61-70 245 P,05 120 100 80 50 20 K,O 180 150 120 80 0 71+ 300 PzOJ 120 100 80 50 20 KZO 200 170 130 80 20 * See Table 1 definition of soil test levels. I ** Not recommended with conventional fertilization practices because of nitrogen fixation by soybeans. I BR?WP 30,31,32 e2of4 ;j I.aad Application Cerafirate-Tables &94 f . 13S /6I Table 3. FertiIizer Recommendations for Small Grains and Forages • Expected Nitrogen K or P P_O, and K._0 needed if soil test level' is Yield Needed (bu/A) (lbs/A) V. Low Low Medium Nsgn V. High l I Wbeat and Rye (WR) lbs/acre Oats &Barley (OB) WR, 3014 bu. 55 PZOS. 90 60 30 20 20 OB, 70-85 bu. 55 K:0 90 60 30 0 0 WR,45-54 bu. 65 P,OS 120 90 60 30 20 OB, 86-100 bu. 65 K,0 120 90 60 30 0 WR, 55-64 bu. I 75 P:OS 120 90 60 30 20 OB, 101-115 bu. 75 K,0 120 90 60 30 0 WR, 65-74 bu. 85 P,OS 140. 110 90 60 20 OB, 116-130 bu. 85 K..:O 120 90 60 30 0 • WR, 75+ bu. 95 PZOS 140 110 90 60 20 OB, 131= bu. 95 K,0 120 90 60 30 0 Forage Crops (FC) FC, 4 tans 100 P_OS 100 80 50 30 20 KO 240 Z00 150 80 0 FC, 6 tons 200 PZOS 120 100 70 50 40 K,O 360 300 240 180 120 P:OS 140 120 90 70. 50 FC, 8 tons 350 KZ0 480 420 360 300. 240. * See Table 1 definition of soil test levels. BRP WP 30,31,32 Page 3 oP�4 Land Application Certificate-Tables 8/94 • 13`i te( Table 4. Maximum Annual Application Substance CEC less than 5 CEC 5 or more Cadmium all soils 0.45 lbs/acre Table 5. Maximum Cumulative Additions Limit Substance CEC less than 5 CEC 5 or more Cadmium 4.5lbs/acre 4.5lbs/acre Zinc 250.0 lbs/acre 500.0 lbs/acre Copper 125.0lbs/acre 250.0lbs/acre Nickel 50.0lbs/acre 100.0lbs/acre Table 6. Maximum Cumulative Limit-Includes Background Level Substance CEC less than 5 CEC 5 or more Lead 4451bs/acre 600/Ibs/acre PCB's 2 Ibs/=re- 2 Ibs/acre BRP WP 30,31,32 Land Applicatiou Certih-te-Tables &94 Page 4 of 4 v � ro ro nz �d d n • r rr 0 0 Massachusetts Department of Environmental Protection L` Bureau of Resource Protection-Water Pollution Control Tra sm— i BRP�P3edification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate -Per Requirements of 310 CilAR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section = Sludge and Soil Data Worksheat for Calculating Annual and Cumulative Application Rates CW SAC}Sail Sp y— lortti.. r, All calculations must be included Ah land Ap catian Certificate: Sludge' Our Your Sludge Sludge Composition Example Total N 51/0 Ammonium N Nitrate N 'a. P 2% % K opm 3000 ppm Zn Pb SOO ppm 3 Z.Z apny a Cu 1000 ppm195Dpm Ni 50 ppm 3-5 ppm Cd 20 ppm 3. I ppm P 2 ppm C8'I opm Reported an a dry weight basis(mg/kg) Appendix A, Section A —Soil Information Our Example Your Sail Texture Loam Soil.pH 12 meq/100g Cation EXchange �- 0 megrlcog ' Capacity{CEC) Available P 25 Ibs/A --� P� 1 50lbs/A 572- :l Exchangeable K r �z A/CL,/2-0 apin Pbwc, 2cQ_``�P ppm :. PC8,s h ,� 4.5 ppm lUd'kSt 1 t�!�et- pPm • No ke,; I. Aru f-,�,es �c� 5 M-e� tivrf,(c, /,,,�� }o ��a�t,-�e� ►*anti E.l fl Page 5 of 4 Rev.8/44 IT?j;a `S StCc.f �I L.,"V V 4 i, W a:J CA4 s or Wu'i t- VXtkLes �*»-Ted — air 1 TA III.L 2 Aunlyilt;ul litslihs Sumnluty ' Mauls,I1Cl1s and Nulricol Awdysis 11RI,W1`29,Application No.2 "1"owt 01,11arustuL1c,Mussuchusclts 1 I_Iwt-Slabili'ad lllcudcd r_ioic-Slnh_ili•tcd_Sluti6c Sludut ------- - --- - --- anti Woud CLil,s----- - - -. - qa^rnslable Sarn Ie�Na. 1-2132 J•2133 1-2178 J-2147 I-2171 1-2175 J-217G I-2177 J-22G0 - J-22G1 J-2262_- -]/1 - pateSamplcd 9/13/9i_ 9/7l95 10/2/95- IORl95 il9]2/9d _9/97 Z//91 19]`8�] 2/9718/9] )/,)3(- /91 2/911196 ,8/91 291,IIIl9i _12/9•I/w 1S pnlc Sludge,Pioduccil 695.9/95 6(95-9/95 4/)]-6/ 1 9/91•I t/9I J/ __ _ ___ , _ -- Vile 00 - Pilc(s)Sunt Icd Plat I tilt r. Pilt[?_ 1'iic 1 Pile AA(1) I'ilcIaII oxicoCC ll l_ .IItlXlnl111 -roxicA Pile `Wl --TaxicUn I nsl�ull -- -- - --- Analylical Lab CJCOIaLY Ct01ULY -�Ull Alf Atplu Air- AI'uxicun _Inrlc i-- --J-2266 J-2261 J 2262 1-22G] I_aLSamillcNn. 36467 16468 1518-1 ISIS-1 J•2171 1-2175 J-21'/G _-_ _-._ - - _ -- And s►s Roults: - --- t 12.0 11.6 11.55 11.72 ---I1.0 - _�0`2 -- ---12 1 114 - 8.6 -- 10-5 _- 3.9 - 8 5 Y•yolids ]1 65 ]6A3 40.42 IG 9 54] - -I8 G 55.4 49.G- 56 2 S].8 S3 S 1 Tul-N ul /k 9fl60 10400 S1 16 9$98 280-- 1980 - - IGIIJ - 2]OU 1820 7!0 I 180 1210 ------ -- -...- Al nt•N (111 - --- ---------- - 2130 122 2]8 _ -570 _ �176 ,-`HS_9 - 119 7 fA1:9 I8UU.0 /GO U - 1 3.32 251 89.5 147 88.0 _-51G l3 9 ]2G lid d 7S I Lilt lit _ l _ flit-P nl ) - 366 n4 0ll -_-_-_ utl _41J00 GG70 5]Ult I/U0 IGSU -27UU 31111 - I]IU K (m r 2090 ISO- SGU - 127(1 _I718 - 1243 12]l I]16 IUIS 8]"/ 1019 _ IS115 -�---•-- -- - - - -- i l , , 16 - 2.89 2 29 1.62 8.07 1.35 1.35 2 ---- - --- - ---- _ . _--- - "-'"' S.74 13 12 ._._ ___5_SS _ 5?2 I5) SU9 7 19 S22 S 1S 19.I -- - -_ - ell (111 561 146 871 6)8 197 1)U 1la 2 U _ - - 194 _!]7 16t l PL Gn ilk 1 73.2 46.3 93 72 35.2 _._34'2 21 ]1.1 ]I U 2 I] ]7 I 1U S 0.2700 0.1020 I.U4 U.987 U.506 2.61 lid J.22 0.106 lilt lilt_ .. _ nd _"'I _. u`1 Zo m L 309 235 3SS 32U 12'! 1]S 112 ISO IIS 113 1/lt 92 S 1.22 lilt lid 1.75 lid lilt lid _ lilt.. gamin G"1 t>/a u/u lid lilt 11.6 7_71 I]2 _6A2 6.83 6 7S 13 7 - --- rcnY (,lt�1kg1 nd nd lid lid .. .. ..... - od jilt nd li_ A(Su11c ul ) tJu al/u 2 2 nd .....: -- lid u l u I .. _._.-od ull --- lid ul Sticulutn (mlylcg) I✓u n/u lilt nd lid ad wl lid lid nd lid oil Nntcs: 11 Lulicuits du L)i s 0A•t'AYUM1,11- -S :j 9'� so, I 4,+65,� SOIL ANALYSIS REPORT FOR RESEARCH 07i12/96 SOIL AND PLANT TISSUE TESTING LAB LAB NUMBER : S960705-630 WEST E;:PERIMENT STATION BAG NUMBER: 27961 UNIVERSITY OF MASSACHUSETTS AMHEIRST, MA 0.1003 DATE SENT: jv iciGn C, STEARNS & WHEELER CONCERNS : OF GRAVEL . ^v. BOX 975-100 W. MAIN HYANNIS , lA 02601 -------------------------.---------------------------------------------------- ANALYSIS REPORT SAMPLE TO: CRC1 . 1 SOIL TYPE: SOIL PH 7 . 1 ALUMINUM (AL ) : 26 PPM BUFFER P; 17 .5 ORGAIJ i0 irAT T R : , . 7 0. Des i r au i e range +-9 0 . \ 1 T7 �rE� v PPM_ LJ�'N /- I H i]H NU 1'cN I L _ i I�u Ji1 _ n �^� I vvvvv PHOSPHORUS (P) A n r,.,.., -3 " 1 VV v vv'I v v vv vv n \AAA AA -1 ,r ^ ` n .4 n I V 'vvvv V vvv V vvvv V vvvv vv V vvvvvvv V vvvvvv V`.'v v V 'V' v V''✓ ✓'J :,AL.7U t (� r J1 -v XAAA,\nr\A/\i\i\.\r\n�\v\�\nr`.AAAAAn.\nn AAA AAA AAA An,1J\/\i\,\,�,\--,,`.,. vvvvv`.vvvv`.`.vvv nx v \l�uivC IUP•1 (m'G) r''7 n;\r\nw\,\AA,'.;\r:,\nn � qr r'.�,1 r .�n .} � n t v v v A Mli I0111 U1•i Ins;T-N, _ I xAAA N1TRAiE (NV3-Nj J \A CATION EXCH CAP PERCENT BASE SATURATION SOLUBLE SALTS 12 .0 MEQ/100E K= 0 .8 MG 3.8 CA=95 .5 152 MICRONUTRIENT PPM SOIL—RANGEMICRONUTRIENT PPM SOIL_RA�JGE Boron (B) 1 .6 0 . 1-2 .0 Copper (Cu) 0 . 7 0 . 3-8 .0 Manganese (Mn) 8.5 3 - 20 Ircn (Fe) 22.4 1 .0- 4C Zinc (Zn) 23 .5 0 . 1- 70 EXTRACTED LEAD (PB) 20 PPM . ----- EXTRACTED CADMIUM (CO) 0 . 1 PPM. EXTR.ACTEO NICKEL (NI ) 0 . 2 PPM. EXTP,ACTEO CHROMIUM (CR) 0 . 1 PPM . --------------------------------------------------------- COMMENTS :-i -AMHERS.T COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS TOTAL METALS ANALYSIS REPORT 07/30/96 SOIL AND PLANT TISSUE TESTING LAB LAB NUMBEP. : T960725-104 WEST EXPERIMENT STATION UNIVERSITY OF MASSACHUSETTS AMHERST. MA 01003 STEARNS & 'WHEELER 100 WEST MAIN STREET HYANNIS, MA' 02601 ANALYSIS RESULTS FOR SAMPLE # CRC1 . 1 : ELEMENT RESULTS W ELEMENT RESULTS (PPM) NITROGEN ( N) 0 .030 ZINC ( ZN ) 75 PHOSPHORUS (.P) 0 .014 COPPER (CU ) 11 POTASSIUM ( K) 0 .045 MANGANESE (MN) a8 CALCIUM (CA ) 0. 326 BORON ( 8) 1 MAGNESIUM ( MG) 0 .080 MOLYBDENUM (MO) 0 . 5 IRON ( FE ) 0 .466 ALUMINUM (AL) 0 . 310 LEAD ( PB) 60 CADMIUM (Co ) 0 . 2 NICKEL ( NI ) 5 CHROMIUM (CR) 6 ARSENIC (AS) 0 r = :r :1 ti COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS-AMHERST. FOR FURTHER INFORMATION CONTACT THIS LABORATORY AT (413) 545-2311 . Massachusetts Department of Environmental Protection �39J LL— Bureau of Resource Protection-Water Pollution Control ifanrsmrtlj, BRP VIP 30 CE,ificatien of Land Application Projects Crater than or qua! to 0.0 Acres in Siz? I • BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP VP 32 Rc r anevials or Modifications to Land Application Certifications VIP Application for i znd Application Certificate-Per Requirereents of 31 o CMR 32:00, Regulations for c�7e Land Application of Sludge or Septage Appendix A, Section B —Nutrient Needs of Crop Our Your Example Crop Crop grown and yie!d per acra corn=Y4.t<5l S t Nutrients needed per acre N='7 Ibs too ;o3a LV f Ibs fo� (based or,soil fast apart or PZO>= 60 Ibs — Ibs data from Tables 1-3) ;<20 = 770 Ibs — !bs Appendix A, Section C— Determine Annual Rate of Sludge Application 1. Amount of lams of N in s(udg_: d. Pounds of narata N per ton of sludge a. Percent organic N y,nitrate N j- x 20=lbs nitrate Man a total N-(%ammonium N(Q.;LA)+%nitrate N Our example: Q x ZO lbs Noon (5A) =organic N = Q Our example: 5 - + org anic anic N Your sludga: 6 x 20=0 lbs Man ( 2 Q )_ $ g Your sludge:�_Z-(°—< +0)=01 Y.organic N 2• Amount of plant-available N in sludge. b. Pounds of available organic N per tan of sludga a. Avail.organic N(1_ )+ammonium N( +nitraL N 1 d)=lbs NAon incorporated Y.organic N fi. )x 4=Ibs available a(ganic IN/ton' Our example: 12 + iQ + Q lbs Man *The conversion factor for NH,-,4 and NOS,V is incorporated calculated from: Your sludge:o + Z•+0 =2.9 Ibs Mon Ibs N X 1Qt�ibs =_- 20.0 incorporated 100 Ibs sludge tan b. Surface,Application of sludge assumes ha the and for No 20 x .2 (only 20%available)=4 ammonium N wcil be last byvalatilbtian) Avail.organic N U-0+(ammonium N U-0 121+ Our example: I x 4=.12 Ibs Man nhrate N tU=Ibs Man Your sludge:iZ x 4=0_4 Ibs N./tan Our example: 12 +(4Q l 21+ Q _ IZ Ibs n Man surface applied c. Pounds of ammonium N per tan of sludge Your sludge:a4+{,� 21+ K __� lbs Nltnn. %ammonium N(Stc A):x ZO=Ibs ammonium Man surface applied.. Our.exarrspie_.Z..x 2a-.49: Ibs NRon 3. Adjust N ferdraer recommendations to account foe rrsduaf: (N from stud applications in 3 previous ye )• Afo Yaursludge:.o_j z20=Z.IbsNttan Na ;ows y Pli�s1ho f�-- 0.46 x Y.organic N z tons sludgelacre=lbs residuat'lfacrz Xa AJ A) ;5 Ua!• I i i 5 G•frvC� �.3 fX h�GL s �Le� N'uJG7Fi�e,la Page 6 of 4 Rev.M • ems'�r(U,,. co�sfr �-- Alt+ at_ Al 0-6 �as . See camel. 'n,Jo� N * !+ U i, Massachusetts Deparu ant of Envitonmerrtal Protection (_ _ Bureau of Resource Protection—Water Pollution Control rmnsm'RIal/ BRP WP 30 Cedificatlan of L 3nd Aoalicat!an -Projects Cr=-212 than or _1t;J I tO :1.J .Cr-S In Si=c • BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Rene,,ajs or �,1odificatians fo Land Apolicntion Ca-ific-,"ors _ Apo/lw�ilon;`or f 3nd AOo/iCdi;on CaririC�C° -Per Paquir3mic�t�^.i J 1 g Ct'Ai �:(ig. �gui-"iiC.^•�iOr U;2 Land application of,Sludge or Septage Appendix A, Section C— Determine Annual Rate of Sludge Application (Cunt.) a. Sludge applied aria year ago NIA- our example:G.;S X X = Q ibs residual a. Suriac!Ap.pll-t:an Wacre Our example: a?/U _�a tons sludg.-acre Your sludge:0.45 ___Ibs residual , +„acne Your s!udga:_/_-_acs siudge:ac.e b. Sludge appiied Owc years ago N I J. r,C(3!sli:rq?a:r!iCai:CiT ra(9 Cased an(',.a.3_'dtj!a.'l Our examie:0.-5 x Q x i = 3.; Ibs residual lirdatica: Nacre a. CalcL';ate lmcunt C, c<.Car tali of rucga Your sludge:0.45 x_x—_ —lbs residual /�,� � r {Waci appm ad U+�-:-'t x 0.002 =ius w Cn Of slu_ge .. c. Sludge app!laa thr'O'y"rs ago a Our exam^!_: Z! X 0.0C2 =Q,L-Ibs Cl�lcn Our example:0.45 x Q x Q = Q lbs residual Wacre Your sludge3_t x 0 GOZ= D !bs Colon Wacre sludge:0.45 xx__ lbs residual b. Calculate tons of slucgelacre to give,45 lbs Cd/aae hh N/acra CIA's lbs.cd/acre!lbs.Cd/on(5.a)=tans sludgelacra d. Total residual N N1 ft Our example:.45 10.04 =11.75 tans s(udge/acn Step 3.a+Step 3.b+Step 3.c=total residual N/acre your sludge:.45/ o =_tonsrsludgJacre Our example: U +il + Q = 13.8 total lbs S. Select proper annual sludge application rate per acre: residual Nacre l Your sludge:_+_+_=_total lbs residual a. Incorporated application-Step 4.a or Step 5-b, N/ace whichever is lower a. Adjust N requirement Iv(A- Our example:11 torts sludge/acre lbs.N needed by crop ea )-lbs residual N Q.S)= Your sludge:_torts sludgelacre lbs IN requiredlacre Our example: 170 - IU =156.7Ibs N required/ b. Surface application-Step 4.b or step S.b,whichever is tower acre - Your sludge:_-____lbs N requiredi-acre Our example:il tans sludge/acre ' Nato:It no sludge was applied in last three years,use lbs N Your sludge:_tans sludge/acre from Section 8 as the final amount for lbs N required/acre.. 7. Additfanal fertilizer N needed if annual sludge app6cafion Ct - Cl) 4. Annual sludge application rate based an amount of N rate is based an Cd addcti.on limitatien: - needed by crop:. Adj:N required(3 g)-(1bs a�re�t N/tart(?_.a ar 2.b1 x max '1 . Adj.N required U l lbs avat Mort of sludge(a a ar tons sludge/acre(, =Ibs additsanaf terttli�r Wacre =tans sludgelacre —lbs fetttT¢er Wacre. Your srudge:— (--x—)'— L. Incorporated Application ,I Nate:A negative answer means no fertir zr N is needed. Our example:Lam?!2 =11 tans sludge/acre P,) L Page 7 of 9 Rev.sr94 /V Oks: 1 She. CU '4.t "J i !' Massachusetts Department of Environmental Pratectlon Bureau of Resource Protection—Water Pollution Control Transmittal i i BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size • BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section D Oetermine Amount of Additional Fertilizer(Potassium and Phosphorus)Needed 1. Phosphorus: i 2. Potassium: f a. PZO,added in sludge a. KZO added in sludge Tons sludge/acre(6,a or 6.h)x%P(,SttA)x 45.8= Tons sludge/acre(6 a or 6 )x%K(J5 2A- )x 24 = Ibs P,OJacre Ibs K,Olacre Our example: x Z x 45.8=97I ibs PZO/acre Our example:LQ x 0 i x 24 = 7 ibs K.Olacra Your sludge:_x_x 45.8=_.Ibs PZO./acre Your sludge:_x_x 24=_Ibs KZO/acre b. Additional fertilizer PZOi needed b. Additional fertilizer needed Total PZO,needed(, $) P20.in sludge(t a = Total K o needed(��.) -KO in sludge(Z,�)=Ibs lb P20�iacre K,Olacre_ Our example:.0 -M =415 Ibs P,0Vacre our example:LQ -ZQ =§,U lbs KzO/acra Your sludge:_ __Ibs PtVacre Your sludge:__-_=—Ibs KO/acre • d. Note:A negative answer means no additional P OS is needed. Nate:A negative answer l�4ditick %,5 finer-he f,-'r-tec.I a.P lic.l,fr'iJ df� 6-ino fd e. (7l�'�-at2d M r r�;oAl�c.(�4w+,'i is (hon/. �W�. �,oa-e.- Ccw;- k-o pl A,5 Appendr�ix._A, Section E Determine Total Cumulative Amount of Sludge or Septage Allowed and Number of Years Sludge or : Septage can be Applied 1. Calculate amounts of sludge or septage needed to reach Your sludge: limits of Zri,Cu.Ni,maximum amount of m tal forthe CEC of soil used: ZInc55�L�0.042) ttain from Table 5 the 6 a�tons sludge/acre Maximum Amount Metal Allowed Cadmium 4_S/C!Lx 0.002)1-tons sludge/acre (Concentrations in Sludge or Segtage(Sec A)x.002'J Capper (9LX 0.002)=b ons sludge/acre Iq t$ =Maximum tans sludge or septage/acre Hlckel/oo!(Ix 0.002)=I tons sludgetacre Our example: 2. Calculate amount of sludge or Septage needed to reach limits of Pb and PCS's'. Obtain from Table 6 the m=mum Zinc M/=x 0.002)_$,�tons sludgetacre amount for the CEC of the soil used: Cadmium 41/(20 x 0.002)=11.ZJ tons.sludge/acre (Max;Amount Atlowed'-(Sail 8acicground Level(Sec A)z 2)) Copper Q!(1000 x 0.002)_ tans sludge/acre (Concentrations in Sludge ac Septage(Sec A)x.002l Nickel 1M (50 z 0.002)=In tons sludge/acre =M=tans sludge ar septagelaae 'a •Conversionfactorz.ppm X .002.= Ibs.per dry ton: ppm X 2 = Ibs.per one acre of sal to plow layer depth: • Page 8 of 9 Rev.8/94 Massachusetts Department of Environmental Protentlorr Bureau of Resource Protection—Water Pollution Control Transmittal f i BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate Per Requirements of 310 C11P 32.00, Regulations for tine Land Application of Sludge or Septage Appendix A, Section E (cont) Determine Total Cumulative Amount of Sludge or Septage Allowed and Number of Years Sludge or Septge can be Applied Our example:. Lead U�-(23 x 2) x 0.002)=334 tans of sludge 4. Calculate number years that sludge can be applied: or septagelacre Max tans sludge allawedlacre(E3)/tans sludge applied/ PC3's Z-(Q.-j x 2)/(2 x 0.002) =ZY` .cns of sludge acretyear(Sec C.S.a.or o.b)=No.years ar septage/acre a. Incorporation application Your sludge: / ) Our example:�!�,Q=�7 years Lead 600-(fix 2)/( A x 0.002)=_/ tons of sludge Your sludge:_/_=_Years or saptage/acre 4 OS '1�acJ PCS's2.(v x 2)1(_x 0.002)=_ tan of sludge b. Surface application or septage/acre t 7 Our example: U/4_ =17 years No 5 , • 3. Determine the maximum amount of sludge or septage Your sludge:_/_=---Years which can be applied per acre by selecting the lowest tonnage figure calculated in 1 or 2 above: Our example: U tonslacre Zia&limiting constituent iC2� CILL Your sludge:_tans/acre_limiting constituent j Page 9 of 9 Rev.8r94 3 Stearns & Wheler ��,,4, r l 6 ENVIRONMENTAL Sub-ect Date Job No. ENGINEERS AND SCIENTISTS S��2 /� �f �- Comp.By Checked ey V 1��-'n-�'� � r' -Yi- '''� ,'�. l/`.'�s_�'�'��.J __.:��3--2('L.�%�' I�i2r-� _c:�/ �. � - ���'� • - �`�4.Ir-1.c1'�i��r�5r.�..rr "il ti .f"—+)� �_—{'�"f..—�D�- -�t�, ��-��G• -- -- _ — --- �_.. --- _ -- - r ARO �7 TL 3 , T I ! 77 l I f i i r4 C Sheet 04— 13116 Sfeams & Wheler T6wIJ �E - a, 43ooZ, ,o-2, oo ENVIRONMENTAL Subject Date^', Job�o. ENGINEERS AND SCIENTISTS 5"z �GyI, I'i n AJ 1�/ I — u Comp.By Checked By EV 'o,J o L l ! I I ' i, - i j I — - - --- iti i I E /2- I i I k �J_t�_ZSS�Z' y� - :,; Sheet'of Y: Stearns & Wheler 39 f 6 ENVIRONMENTAL Subject Date Jo No. ENGINEERS AND SCIENTISTS �— • Am Comp.By Checked By I I Iilil ► � li � � Iilillil l Ii U I i I --- -- -, - - - --- ---- --- - - Z-_��--- -- I 1 5 PA i li . ( II i i I i i i i I Sheet Z of a 122 Acid-Base Chemistry ( PH pKa i 2 4 6 S 9.3 10 12 14 I°I i t t 1 . 2 r U [e rYl I ���r`.: S s I.. Y point �I i p Q \T.N M N H !I ' ( 31ag1 U\ v g 0 ( 1l.l, u 6 N H.' Cn ((OH— I I (NIIs1ay1 �) JOH— 10 s Fig. 4-3. The pC-pH diagram for a 10-4 S M NH,C1 solution at 25°C. [OH-] and [NH3(.,,,)] from the diagram at several pH values in the critical region and then construct a pH versus p([NH3t,,q,] + [OH-]) line so that the proton condition 'I can be solved exactly in the diagram. With experience, alternative 2 is acceptable and speedy. Alternative 3 is illustrated in Table 4-5 and by the dashed line in Fig. I 4-3. Using this alternative, we find that pI-I = pQNJ.T,;,,,j + [011-1) ctt pl-I = 6.8 and l'. Steams & Wheler ENVIRONMENTAL Subject Date J • — ENGINEERS AND SCIENTISTS Comp.By Checked By An i I fr I r I I i i fAIL I i Steams & Wheler 3 cl I ENVIRONMENTAL Subject Date Job No. • ENGINEERS AND SCIENTISTS Comp.By Checked By � � I I, i I I i � ! ► ► ! ! I I il IIII ; iliil � � ill ii III Il � I I ! � I ! II II -4e I i i I i�Al ii I I I I i I i I i i I Ilil � ! � l li Ili III � ! I I ! I II I I � l Iil Fl, I I i II I I i I I ► � I I [ i - I ; I I Table 1. Soil Test Levels for Phosphorus and Pota_ssiuin Soil T.sc Level Phosphors Test Potassium Test (Ibs.lacre) (lbs.lacre) Very low 0 - 10 0 - 80 Low 11 -20 81 - 150 Medium 21 -30 151 - 120 High 31 -70 211 - 300 Very high 71+ 300 BRF wP 30;3I,31- &t94 Page 1 of 4 Land AppCuntioa CereBcate-Tables Table 2. Fertilizer Recommendations for Corn and Soybeans • Ez ecced Vicrogen K or P P_OS and',K.O needed if soil cesc level" is P f Yield N--ded (bu/A) (lbs/A) V. Low Low Medium Riga V. High ,i Corn lbs/acre 100-110 120 P,0f 100 70 50 30 0 K,O too 70 I 50 I 30 0 I11-125 . 140 P,O, I10 80 60 ( 30 I 0 K,O 120 90 60 30 0 126-150 170 P,O, 120 90 60 40 IO K,O 150 120 ` 70 40 I 0 151-175 200 P,O, 130 1C4 70 I 50 10 K,O 180 140 I 90 60 I 0 176-200 230 P,O, I 150 120 I 80 50 10 K,O I 200 160 I 120 80 I 0 Soybeans 30-40 140**' P,O, 60 50 40 30 0--- K,O 100 80 50 40 0 - 30 0 41-50 175 P,O, so 70 �0 K,O 120 90 60 60 0 51-60 210 P,O, 100 90 70 40 0 K,0 I50 120 90 60 0 61-70 245 P,O, 120 100 80 50 ZO g.O 180 150 120 80 0 71+ 300 P,01 120 100 80 50 20 KO 200 170 130 80 20 #See Table 1 definition of soil test levels. **Not recommended with conventional fe tairadon practices because of nitrogen fixation by soybeans. F BRP wP'30;31,3=' Page 2 of 4 - Lead Appbca0oa Cetd�cata-Tabies. ' • Table 3. Fertilizes Recommendations for Small Grains and Forages • ted Nitrogen K or P PZOS and KO needed if soil test level"is Ezoec Yield Needed (bu1A) (lbslA) V. Low Low Medium High V. I�.igh wheat and Rye R) lbs/acre (W Cat &Barley (OB) 70 20 90 60 30 WR, 30-44 bu. 55 P,O,. OB, 70-85 bu. 55 K.0 90 60 30 0 0 WR.45-54 bu. 65 PO, 120 90 60 30 20 OB, 86-100 bu. 65 K,0 120 90 60 J 30 0 20 W , 55-64 bu. 75 P.OS 120 90 60 30 R OB, 101-115 bu. I 75 I K:0 120 90 60 I 30 0 WR, 65-74 bu. S5 P_0S 140, 110 90 60 20 OB, 116-130 bu. 85 K:0 120 90 60 30 0 R., 75-t- bu. 95 P,OI 140 110 90 60 20 W OB, 131.= bu. 95 KO 120 90 60 30 p i Forage Crops (FC) FC, 4 tons 100 PZOS 100 80 50 30 20 K,0 240 200 I50 80 0 i FC, 6 coos 200 PZ0 120 100 70 50 40 KO 360 300 240 180 120 FC, 8 to 350 PZO3 140 _ 120 90 70 50 KO 480 420 360 300 240 *Sae Table.•I definition of soil test levels. `�`�✓FAQ'; . BRP R p 30;3L 3S.. Page 3 = T anA Ap�ii,Caooa Certificate.-Tables . i Table 4- Max-imura :-nnual application • substance CEC less than 5 CEG 5 or y.ora Cadmium all soils d.45 lbslacrs Table 5. Maximum Cumulative Addidons Limit Substance CEC less than CEC or wore Cadmium 4.j lbs/acre 4.3 lbslacre ?SO.Olbslacre 500.0lbsiacre Zinc E Cooaer 125.0 lbsiacrs 50.0 lbslac—,- - 50.0 lbslacre 1d0.0 16s/ac:e Nickel Table 6. Maxims C�ulative Limit-Includes gacy�Qround Level Substance C=C 5 or mom CEC less thaw 5 L� 4451bslacrr 600nbslacre 2lbrJacre~ Z acra PCB's - page 4 of 4 + BRP WY 30,32.32 3194 Lind•APO- emu.•Tabus ,_..- .. r ± ' > w : m o � m � \y" e . ± @ � . .. w . �& \ ,, 1993 LAND USE ON r �Y POND 0 RESIDENTIAL COMMERCIAL i � � „d ny�.r�� ✓9 f,3r� (tr mfa�rY"�r � �i4�H�h°z J r F �< INSTITUTIONAL �� f^ � � r � � " � ,SF a t r�mAOi d �r $�b '"',"�.f'� m'ir rs r t i r}s rx �U�� r C'�f f .a � �� An INDUSTRIAL TRANSPORTATIONrr' � ,A,'al'"✓& e✓'.�c �` r>Jp.< t � >y �' � r"'�a�`(ru � �y,y' , r"'��"n �� i r{ g,C r§' '�k,vi '"4' �,i'i� R;ynsy,��rs r VACANT d* r,d ✓; lJ�r rt'{t�y4+r(` d°.� 7 � o�y4'�M1,'� A J3}t ,& & -. �✓"yYr�i '�,�' 77B r'�4 � 1 ��' s t;,,ka},r" �� �1'b',rr .� �"� p�c S�'a va�,S^ 1��'�✓�sRt �f t.T �aN"��{t�`,c. ,.,,3 S �iT. .-�fr^ -"�� h �a�7 •+ ur'� OTHER f J rftixr��* N � rfi e9 It f K5'�r ry li'I�Lq 7�,� y' _ .,U� r�/ R79 S.. t�s2 je"' fn k"V,� � ��YfT7,F FFF7771{' !f. 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'3, - _- :�ti. .;.1 p� - _f _ .3.>».-,^..i:� s„j. _ 'i� �,!•�. - !ZC-e�' r,,�.. cam; H ' H trJ r O n ro ESSEX FRANKLIN MIDDLESEX PROJECT WORCESTER i'A HAMPSHIRE ,-LOG ATl ON` �j-t, BERKSHIRE P�ChFCL:: i HAMPDEN PLYMOUTH BRISTOL ,T BARNSTABLE STATE OF MASSACHUSETT$ -N- � DUKES AREA MAP NOT TO SCALE lYamoL'LTC. F ! (v '•ia� �,� % ,✓,i1i I I) Po'nd;` . :1� o;r 12 ITE, Lumoert if ^+��.' 'il ��� ,� \\� ar,3Lo ns; '� s' ��'��ir.� / 1 e�. •,� iu � � Q 1 0 _�•J "�� �, �' r. l7 « /58l^ 36 i'iAv /�'- .a.O �•• (� ' a '1 L C� �C ,�u�,���L/-� C. �1V\J `—• j\% ''1 '�,� : �' chi,h .�" 1i��--�'' "q.'y__ _ -%\l"� _(..•/�/{r,�• L Pond — ��\l� �i \�•i ,.. '..-.�Z�a=1� 11\ _ t? � s'-u �+ > f•= mob;y7 �Ontt�_ Port�(�n` q Pin 1� Camp .''`LI,V .� �� _"'r ( CptutC G �` `' O —J�`'.�.-L; (in�'!� cl St Mary¢', Li ;,� •`eIM• wr /ram Pt Isabella ►u - r� �• go _� •�.� �: !I/ f O 1 µ - •'�^ 11 14 �d � .JVp U���: • \• ' I� ll•_�•J_��•/i` TimS Pt TiTns tvll(/// S a\ \ .1r �l , u n 4 � and? Pt . Cove 1 A p I,r,+ 1 Io � . _ Cf Ne ark !��f,� � , Ft S :E L L I. �- $.a 0 Po'nm _ Q' ,`•�,�=� f , yam_ _ SOURCE:. - TOWW.OF BARNS-TABLE. M'ASSACHUSETTS- USGS TOPOGRAPHIC MUNICIPAL. LANDFILL, CLOSURE- 7.5 MINUTE QUAD CORRECTIVE ACTION. ALTERNATIVES-.ANALYSIS -- SANDWICH AND COTUIT EWRONME TAL ENGINEERS SCIENnSTS AND LANDFILL CLOSURE: PLAN 3�..--- QUADRANGLE 1" 000' DATE: 6/95 J08 No.: 3002 FIGURE SCALE: NO. 1 -1 SITE LOCATION MAP H H LijI •.ey ro �� :> t� z ro • • • i _ _ - _ _ _ . - ' -- .: ' - - . .�• _,: .. __ - - . _ I t. : . . . I . z1__ . I I - . _ .--' .,-, , � ,--'..;_ _ , .,..-- lr .I I I . . . I , I * - "' ,, - , -_ * - .. - - I - . . . I I . _ . - I I . - I I -_.. _ _ - - -- : VZ--- .. , . I I - . I I . I . I; I . .I : - . , I 1. I . . , --- - I - - ___ -_ - - -+: _ - _ - I I , - - .. . - . - .. I ,. . ..., I - - -- - ,---, _ .:iYi _ _ C. _ _ I _. :..-. -_ 1. .- .' . - _ - '- - 11 .. - - .. _'.3.. , . .'. _,. .. .: - _ - - _.� - - - .. .. - - >._ ... � - _ , . -. - - i _ - 4 - ,. - - - - .. _ - .. j . , 3 - - 1 .. . a ', . " /� 1 GENERAL NOTES / \ I �. _ . , _ -P / / ' - 11 ---, L/ = - 1. 1. ALL SLOPES REQUIRING EROSION CONTROL AS INDICATED ON THIS / ` / / / DRAWING SHALL BE PROTECTED USING NORTH AMERICAN GREEN / / D I EROSION CONTROL MATERIAL S15OBN OR EQUAL. I � � O`E . \ / r ` �' \ / \ - 2. INFILTRATION BASINS SHALL BE SEEDED ACCORDING \ / _ \ / �- . / �1 , • /i \I 1-1 \� //� 1 �- - ' TO SPECIFICATIONS. .. - f / �' '• \ 1 � i I 4 .3. PRIOR TO CAPPING, ADDITIONAL ANALYSES W'�L BE PERFOR►�'ED TO ♦ t \ DETERMINE THE SE I D ♦ � � � E E NEED FOR EROSION CONTROL MATERIAL BASED I y ` - GVI�1 \ UPON ACTUAL FINAL GRADES. . PROPOSED SWAL-E I — — , ��`• . (SEE DITCH SECTION A) 1 DOLE. / / ���` ENTRANCE 4. TRANSITION :DITCH SECTION LIMIT AREA TO ALLOW / _ -_1% LEAF COMPOSTING VEHICULAR CROSSING UTILIZING FORD DETAIL. ' / _ \ \'` 1 r ram' �� \_ AREA -� / \ �~ •�v �� ~ ��� • s 1 5. LINE ENTIRE DITCH WITHIN TERRACE LIMIT WITH NORTH AMERICAN I ,.I —0 IV i�� � ' / \ `� _ • j s GREEN EROSION CONTROL MATERIAL SC15ONB OR EQUAL. . I - - I I — . - . le < I , -� I- - I-�_ .",,�* r. � \ 1. -1-_ _ ,_.._ _ . .. - .• / , LEGEND r 1 . ,;_f ,, I �� E 7 / - r '111 �r'/� �" �� � ��/ \ `�" % // • HP I soPROPOSED DRAINAGE H{GH POINT- II \ I \ I I , : r7 i �r'-I f � - . �i �, +� - PROPOSED 6* PERFORATED DRAIN I \ • f I ; Ir'i + •` � �. / / t� • EXIT . .. ... �. .. e . UNIT OF REFUSE CAP 11 fi / ) i l / .1 I-1 \ i ' I .1-1 11 I L; t ! �' / /� �/ J l ) ,' / I / \ r \ /f ( i\ , ,� r/F f/,, ) ) , 1 Z CENTERLINE PROPOSED DITCH f E I \ I q I ` i` :a / ! ' /% " / j / / i // �! poi ' . I i , . ` , , / / / / I , g � / / _ . I \ , t I ,I /� / / ( // �./ / // /�/ / �. N -: -�- EXISTING PROPERTY LINE — I I I s\ U / / / 1 , 3: /♦ t _ , 1 I 1 I I I III �1% / / / / / / / /// /�� /�, ' DOLE � r 1 ..I h I `, I a r l ( i l i i _:_:__ / % 11 / , / /I # AlNTENAN -P- PROPOSED PROPERTY LINE j r , � I ,/ f- /_. - - _� _ �' / i ti i. 1 GARAGE I IF I�-jf I - / � _ / 1 ., l t ! I I , ,r ; . I , � 1 / , i EXISTING TREELINE . II , � ; r I 1I c / I � I , " r 1 : 1l1 I 1 ( � �/, � , .1, / ` i I •,: t , ` , I :.I I,, / ' / / ' / �� RECYCLING �, -,v [ / , �\, GROUNDWATER MONITERING WELL CLUSTER ' i � , �II1 � I - t/ I � AREA 1 III • r t 1M , I I .E 'NO 5 . I / \ Z .0 /%1fJ1 WASTE TR F %_A . r. A_A_�.A� :! // / ERI II E11' ED PERMANENT GAS '1 1 ,1 I / I ` \1. \ , , j , 'I �; - STA 1N I� \ ; '• •. \ 1 1\�� ( / r,� /'' : _ � - �r" � MONITORING I t i , . ' ' I I, Y t r+ \ \ I ,�j//���1 , C P°`r SOUD WASTE OLE t l , t i gli�� l , // 1 11 I ' •� PROP h OFFICES (CPW)o I iI t 1,, ` \ I t \ I / / / III } SEE -r _ _ C + , ( ON C) EXISTING CATCH SASH r \\' . \\��\ ' ' + 1 iI. ' ,'` � / /�/ �¢ ,,� SEE PARTIAL PLAN, 4 / ,\ • , I I L 11, \ � J �, C NH EXISTING NpNHOLE` ) I � ;� �1 i L1 , ` �. \, ,' - ;� - / , % { �.� THIS SHEET / / ' //, r I ' f I )t t;t , t % , 1 , I\l \ \\ / / / `�/ ,�" ' I -� - - - -15'D - - --- - E X S T N 7 C .G STORY Ally I .el \ �. ��,\ .; `..,; ; 0 t\ \ / '/�� //"i, /I N �" .r - SEE PARTIAL PLAN '8' f / , R. 1� \,. \\; . \ `� i\1 ;t, \`t ��% �� �� �� , t/` NOTE 4 THIS S�+I�T { "t ! \ t _ . i /j , , i s s t I \ \ It' ',I _�-- _ ,_ _� / �_ i i �:�% 1 '- I 1 1 1. REVE'M_NT DITCH (SEE DETAIL) I I / j 11 . I . I i i� "', \ A i , - _:- f if - ;� , I .� \.._ i ! , `1\ /T � ' ' / _ : /' _ �•' L MITS OF 12" THICK RIF RAP PAD - i I.f ,I t \ A \ `i ; .. 1 \,\ � \ �I- r � I � E ul TC�i SEC - _ <�.,,r�'- - P OSED S �' i . I � l, I \( • . , t , �, � � 14 H� it �l ��..�- _::,i _ '� Cat C) �VA ' % y�\` �{ / l t 1 r, $.`� 1 L ,`{ e -- /j''M `i i p ` A� ,n cam'< �, t `- , S ' ' , ♦ >� .`,,. ��: - - j l • l r c y G`5iGN R�'ET? ENT LIti(IT5 0{ F OS+Oh Oci'rTRO utTf r L 1 •V / t '� { t , �i i'.`'-, , \\`= -- - — //- - r� �/ f ,l ., S!� \ / / jll t . , - _ _ i Cw iC7 I �`'� ,t \�, -v _ J '��� tj� �O�T� / � 'T / / / ��� E +! �'Jli3Ols Sr�� �Eti�'> 1' _, - / I ; =1' + V _ _ -\� L - y j GH $ASiN �� r ''yip /� `, _ xlsTlrvc cu � T J - I I , ' l,% fit` \ s ....�11 - , `.. " rfl -..f / _ a - ,` - .il --- � RIP AP P,:� - . i ` t 1 _. \ t t ,,• ... _— d't- _ '`"� �r f'. H A T-d ALE S i1. - .r .ram" '�' - = \ \ 1 ` 101 - _ { i i i -_'_- \ ice ��� �_ F 1_ J_ - ---- - 1 { ( j I IF�,- \,�1 I \ \`.�� \; \ C , RP CPOSED �'��'� .j- 's S' . X �- \ \' '2' th ALE ��y j ;;T 4 + \ +! I ! i o Rr (SEE �J(TCH SEi,T1G'N C , tom � , �� l �� y.. S r is •.lit+t I I t I I i I ( /.� ' I. -__— — %� ,,�' _ � (,� /fl%� �� - - - i 1 ��j t - ' I 9r- _Q !� . / , ; r�T lu E ' �: t 4 i } I ' I % EE N O�E 4 f/,� �,C3'� t.ff'.,/ . 11 }} l g I I J' _. / re r ii ' r �\ �� in I \ �,' ! )' I� .1, �11 %PROPO '� �' f % - - - . - - 1 ED SWAL \ r --, -- I __ ++ ;� _ f t \ , !;Ij Ij; 1 {` NiI I ? ' ( E DIT SECTION C) �E�#\ P-�' ; . - --- r -- - _7___s �- _ - -- �_ i I l _. - I ) I ,, ii I Ii ''I� , i j ; I I ` ,' ,1 �'` `t, // / � _ I .3I I . - 1 _. - ,� /� I II ! E4,}, I; 1 i �(' ! I J I \ v fr 4�,t ��' _ _ ,�� / l \ / .. - I I TOP OF 8 ! I - k I , __ - : / l / / I, ANK i 1 Iq;, I 1I1 I r \ Da1�t f, # - i ,` / I ` 6 _ _ I i \ ` �` 1 i!1 / I I 1 . -r\ \}ZcI I ' . r , I �' -N - 1 1 \/ ' I / i 1 .i% k ! �,t�. r, i�i ;;� I , + I r I \ \ \\1� \~ t � - RIP RAP PAL) j / i / t\ s C s - - - - -- : / \ `fir'". f , ' %��tI ' I I j � \ \ \ ., I ; 4; � i / / I PROPOSED SWALE- I \ r f Iti ,.,, I • ,j; i, ,I I + , I I \� , GABION RE"vETMENT l l i ,' ' � (SEE DITCH SECTION C` % . j(1 J I ! I ,� \ �� 1; x rt` i �(� i i r { I I j i I\ _�'\ �11 `�%• �--- RiP RAP P.AD / /// J I� 70 'OJ i ' , 1 �, \ ,_. / I I \ It: I I \• � ' INFILTRATION 13pLS;N 2 , I I I. 1. `, ,;±i ,1 I I' / I .* .. �`� 1 �` �J iOTTOM ELEV. 40.0 I � `� # '' �! I I ; ♦` / I I r., � �,'� o. / , It,IAX. 2:1 SIDE SLOPa=S O 1.i �': < l �: ,' �' �� I r` 1 ,r/; t,;� SDI I �t , �`�� , �I , �1 - . \ w: -. rt . ., . r ; Fl ; fI 4 , +��' i E.� t �+: I {i,t• R , I �J t pI�OV� TOP OF BANK y I;;,I pr's ' \ DE M2.02:4 r / r .,DE / / } ,ir', ! ; f + I #4 MODIFIED �RO(XFiLL P��#'� B YY�L€ ; / , l; r;, �, I ff, j,: I, I i - \�`• ' ' E SECTION } DITCH S G ; // !' ;',±; �."."`-.�`,/;. , ( I ; \ ` a SEE FORD DETAIL PROPOSED i g x DRAW'rG N0. 3 1 P;20P I f ,r� r I l �• PRST—, T DRCH I'I ,j I 1 + \. 0 CH-AS T / 11 ! _ _ l �, - - \, /�( i`; ��,; ! ,y , I I ( I NINTERSECTS . - _ - _ __ - -- --- 1'� -- 6 - t I ,� \\` ( ) ? . I,/�/- * SOUTH CH 6 _ � r - \ / / ✓ 1 , ,/ I II % j ! 11 ! ' `,I � \ �, � # : ; , \ _ PARTIAL PLAN A I PARTIAL PLAN 8 � � + T - , 11 �� - ' f SCALE: - SCALE: 1" ' 11 - , I x \ -1 11�`\ - / \ ` SECTION-$) J / �F j , t __a 3 s . . - � , � t / / /�,\ r-";�' i-� jam, - . k _( / --::Z- ____ - - -- .-* . I . I I --� -t , . � {�,--ram . /. �_ %s.'� i .J — � i ' -' `�. ♦� --- / � '��+`' ✓ / �i ,>', POLE ((11 ty I i ! - �` �� �I J I . �-, L_ / , 1I1F11�TftATiON BASIN '� . �� ♦�_ r. ' Z'i_ 1-I BOTTOM EtE V. 45.0 �� 00 „ ,, • / - / GRAPHIC SCALE I — / �' :�:;MAX. 2: 1 SIDE SLOPES (TYP .-.. ! 00 � r • / v �� zoo o so ioo .00 ~� 5' a t �= `"-r GA810N REVETMENT P� %' _ �_�__�L�__-z�� -"- . ` - _ ( ) o RIP RAP PAD _ -- _ - k tx FEET _ # 1 inch = 100 ft. _ _-- ___ . t a Y . Y�' Yam, r _ _ - --�'�� ��i 41 f ' = i Q , /i . r - i - NOTES: i REVISED PER DEP COMMENTS TOWN OF BARNSTABLE9 MASSACHUSETTS Z ` Underground focil;t;es, sire_;.;'--s, and ut'"'*es have been pfctted `� MIRY 3/96 FSE �"`'" �/¢' "� - ►�►►�pFt�'t� from avail-able survefs and re_a''�s, and therefore their locot;ons FOR DEP REVIEW : •: must be cons;dered opprop,;rrmc'e only. There may be others, the 2 HBL 10/1i/95 V HO WARD B. N ; &'_3�b��` MUNICIPAL LANDFILL CLOSURE P y FOR CLIENT 1 R/95 JHH FSE _ _ : DiriACN'.!ENTAL y ; �� 11 ex'+stence of which is resen!'' riot known. . LaFEVER m . _ ams EV,E44 T - N°.a STORMWATER MANAGEMENT AND 1 HBL /11/95 . .lu ?, FSE 9/95 FSE FSE {�L-� ' e�`��4'r_-'�,; E•,�. .r�`- %,Y NTAL ENGINEERS _ "IENTISTS I _ i bSUE ► K'IVAL� � - EROSION CONTROL PLAN NO. DRAWN DATE CHECKED DESIGNER APPFOvED DATE ►�'••••��4 HYA'�NIS, MASSACHI .E P OJECT SUPERVISOR APP OVED . -mac--� = � _ _ -L� _ _ _ _ ,,o DRAWN DATE CH CKED DESIGNER APPROVED DATE JO@ N0. 300� CONTRACT 1 DRAI�'�1NG NO. 4 >W : - i I - - -_- Z•, . . - - - f . s . I a _ . 1. x . - . . ` Y. . j . 3 . . I . . ` .. _.� , . 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I .1 I - .� 4 I I I I � � � � - I — � � � . . . � I - . I . I � - . I ) I / Hj I - � I I I , I I� I � - .� �I z I I . I I - , � . I � I- .I I-__ I . I 1� I . I . - � . I I I "-.r � I - , k / / / \ .. � I i . . I I . .. I .- I I I I i I / I � I � . . . -, - 11 � I . I I I I I I I _� . '. I I I - ,_ I I 1'>, I �'t / I I . i . I I I � I � I .i I -11 - / ; � I :��" I I �,, � "I � I / I- � I I . -N - GENERAL NOTES �, � I - I . I I I . \ I \\ I t - I _. � I I I , 11-1 / . 4 t - I I -� I - . , � � I� N%: - ,�- I I i''XIE.�� �'i � - . - I I I : , I - - -I I ., I I I- , - . �I- - . I I� � , � I I . �, .I ,,\ ,- / . . � - I I . . � I I I I � I I I I I . I I � - I ._1 I ,. . � / \ - I . . I I - i I I ,__ \ \ I -� . - i � - - - I I , - __* I I \ . 1��,,�� � I'll \ I / \ - - __ � I. PROPOSED CONTOURS WITHIN APPROXIMATE LIMITS OF' REFUSE , . . . � I - . 'It- A , , 1*_1 / - _�_ I . Z) I � . . I I � , I - - I i \ -,-�/ - , . - 11 I .. I - 1.;, .111, , I '': , ' ' � ,c 1 , - I - I , \ T?/ I k _____ - . I � � !, I ARE FINAL ,SU113GRAIDES PRICR TO CAPP�NG. .11 ; , I . � ��',, ", � �, ) / - , I t 11� I N, _ ,'� __-,� __ " - . _ . - ,I 1. I -!;a" r- "'o 11 I i . I � : I � � � I 11 - - I � �, � _� , 1� . � T 1.4 .., I N%_ , 11 . IN I 11 I I -I � I - - � I i al S .11, I N% � I f 11 I 11, � � � . I I � I - .,I r\\1 :,:� ��_ ", I I - - SHOAN ON F,NAL SITE PLAN I � I . � - I I I - PROPOSED TERRACE - 1 4. iHE CESIGN GRAIDES AS Z� r � I I I . z 7ft'.6, , t , -IN I � - , I I . . I / ",� �v " , . . � . I I � I � __� 1� I '1�1 I 11 I � . THE F:N.AL CONTOtj,1RS REPRESENT . I I I ( ,r, I I � I . I � I � - I I t" . �I ( P - � - _',�� .. i4 :,(SEE DETAIL) . I , �_] I ' � �" I I � I -1 . I I T --- I - - - . ,-,*- . I " 11 . I I I I r I I . I THE ANTICIPATED DRAINAGE PATTERN. THE CONTRACTOR . �f . I I I . I I I - �_ I � � I I , J..j - � %� .Gwl�, : � : 'i� ,- , I . . . - . SHALL ADHERE -TO THE GENERA' DESIGN DRAINAGE .. I � � � I _ 11 I . I � __ , I 1,11 , ," - � I � I � I I _ I I � , — z �� �� -�%* I I I�_ -- . I � I . - I I :::: . 1 --,--w . 11 N / � - I I I I � N -�s, %,: .1, 11 � 3"!-C PATTERN WHILE MAINTAINING SLOPES NO GREATER THAN T . . � I I / , , ."*% � '_ '" '' , I � LEAF COMPOSTING . ENTRANCE 5% IN TYPE A CAP AREA. A."", . - . � I .� - ' '-,,% - ,,, �, ,,�:"",I i,.. (SEE DETAJQ � . � . - ;r�� 1, N � I I -1 AREA I I . IN TYPE 8 CAP AREA MIN. 3% GRADE IS ALLOWABLE. I . -_ i - ,_ �,',%* � - I � � . LIMIT OF CAP - �,; �.' I - /--�,% � I � I x I I - !rl . ' I - ......_.... < -�%* /- PROPOSED I . . . . . I . . I .. % . . . MH-1 �� 3. ALL EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED __** . I \ . I 4 - .1 ; '�___ - (SEE PIPE DURING AND AFTER CAP CONSTRUCTION TO PROMOTE I . I - I_,_Z� �, � . I - . I � � - - I . . � � I. . � � . � . . I t I -- oi�_____�, .11 � - __ _�: �, - .� I / TERMINA-PON DErAIQ AD . I 3 " , \\ . - I I I � � PROPER DRAINAGE. (REFER TO DRA',MN3 NO 4) , . I � - I i_ �� I . _P__� 9�_�,__ - AND CAP � I - � I - pr_.��____-rl_ __ � - - I �, -� � , I I I . I , � � - I - , �_. I', ' __ -11, - �� 1* .�\ * � � 11 A. EX!STINIG TOPOGRAPHY PROVIDED BY AERIAL SURVEY: I . I --- -1 �, ____ - ***, � � I - - 1-1 � -,, ..-..:... 11 V P ' t � JAMES W. SEWELL CO.. 147 CENTER STREET. P.O. BOX 433 1 -, 5_�__ __ .__ __ — 1-1 "I /-%�%* SEQN GAS //- - I 11 / OLD TOWN, -1 - - --- \ �".._... - � - I "I _-��-1 �, - -ft � -ft . .- - - - --,11 MA;NE 04468 PHONE: 800-648-42C2 . I I ; P_11 _:-�, ..... - ��_�� 1, ' _ - - _� _N am. ft% VENT TRENW, I . / / . — __ . . i 11 1.11 . I . t , � __------ __1 I 1-1 / �� .I- �� I , ___�, ,,;,� , __� t -,�-:,-., I / \ I- I'll / I 1 5. ELEVATI0,1qS. R�:FER TO �j.".G.". DATUM. � , " % , , I I - I � I ,\\, I I ( (, __ il /_____7 _,�� I I I.��, I -,__ " . JERAL GAS COLLIE rj/GN-,- - I'll I � I ,. I . \� I I .I � \\ I I- //�_ I- . I I I '11\ , \ I PE ..(T-rP) SEE DIET 11 I ____ \ / , � 6. LEGEND REPRESENTS STANDARD LINETYPES UNLESS .1 I � � . � � --- I � . I . -, it OTHERWISE INDICATED SPECIFICALLY ON DRAWING- . I - . I k I I I-- U . . . '1�_y-q'----\_ EXIT . � . . 7 � , . . . I � � , '\ , \ . . I . I - _7i___ I \ I 11, � ) - \ 11 - I I "I � i I I � I It' , . 1 7. LIMIT OF REFUSE - EXCE . I'� . ! I 1-1 - I - i 111� / I ,/ 0 I \ I . S THE LIMIT. OF CAP T FOR THE IL _____ �, . . _V\ '� I , '. x � I \ I . I I le% r_ . � � :1� 1 4. _Z VENTING TRENCH IS UTILIZED. (REFER TO DRAWING NO. 3) I I I � I I � -A I . . . I . I . I . � I . � 1 . � , I ,_/ . P I . 11 . . I . I - - . I I : I I'll � I Ul 8. ALL EXISTING STORM DRAIN SYSTEMS 'NITHN CAP \ REFUSE A � . 1 4 1 .< � I / I . ",�� // , Pot-E � ., . _,10 LIMITS TO BE ABA,"400NED, I I I � - E :� - I 1'el A; N � CIA �, I - I " __ I I� � _�A- ��,/' I NTE A 1� �, 1:� � I - I ir " \)� , I I 11 � I 11 ,� � V , I I - - , :�111 1� . e�� -.1 .. I -,.. 11 E I I � I � I 11 I . . 1 4 I I , 11 � I ;e - 1 9 THE PRCPOSED SUBGRA4DES S�iowN IN THE SOUTHERN P"RTION ,'-F . 1. I I I 1 , .11, I I - _ �.1, I--, �.__ I I- , �i 1-17-- � - - 1111--l- �r RIGHT- OF ACCESS TO EXISTING L - - - � I ,�,� � I - �?,I �� 'i I - " �, 1 2:1//� 1. 4- . I - _', �e �.... . I 1___1 I - LANDF _RO � I ' � - I - ...... .... . . T;-4 E LL ARE AP , X11MATE DUE TO rHE CONTi,14'11ING7 FILLIN!'; I I ... .1.. ..-- - - I -�..�. _. ....N- .� ROADWAY IS CURRENTLY BEft _'1_11 . , � I . - I " , . 'i", I . . I I TOM 6 : (. 11 a 11 .. , '' ...-, , I _17 G-F CONSTRUCTION AND DEMOLITION MATERIAL. THE FINAL SUBGRAL-E-) � . . ' ' ' . . - I NECOrIATED BE76EEN THE i I I I I �'' V . 1� ,_�� 11� -,---" I . 1 . ..-.-.-,'-.-.-:-.,. .. - . 1 . . 4-) '�� � I - � � - � " ._:ij� __ __ I . - 1.(� . 0 1,4 - .11, 1-1 . I W!LL BE IN ACCORDANCE WITH 310 CMR 19.000 REGULATIONS. I � - , - __ I !. <-1, [� I I it I 11 I- . I t I r I, - ", " � I \ ,/� L,L� I I .. 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MH-2 _-_� :� Po.i E I . __C'� �%�I � � I � I I I : � -, CONDENSATE TRAP I POLE I I - � / _� I I 1 7 (SEE PIPE I � , . (SEE DETAIL I __ I - 7 � � ( IN FEET ) I . ' - I T ___ , - " I TERMINATION DETAIL) - __ � a . � I ��i�, I I ) I SEE GENERAL - _/ � - ` ' � cl�4 . :0_� -- :_�__:,- , � I � . I NOTE NO. 11 T, - _�__�__ 7 - ! " 11 � 1 inch = 100 ft � - I I I ,_� 1, I �zn ,� _,: � 1, ; �__D -1 . I ,� Q POLE - - ---IL'L- - - _____ - '1 I � I � . � I . . I ? "17 ( . I - - _______� . __.�� � -, � � � - 1 .� I ,# � 1, I 11 . I I � 1i - ------- ��� 11 11 i I I 11 I I I I "t — - 1, I I -,_��,_ - I I � 1. / I C.- Z� � - ____ � I 1 �. I I ,j I I I � - I �". I I . - ," � I I z � � Zx . _ � � 11 I � w � I � � I � I . . I I I I I I I 11 � , f 11 t I - �_ I � I I I I - t I I I 11 _< . � - � I I � '00....�� . � .1- - . I . I 11 11 I ; I __ r I I ___ -It ,—,--- - - —__ 1__4__— I _____ � � I I I 2 NOTES.- I REVISED PER DEP COMMENTS I �, . I ____ I 11 � I I 1 1 .� - 13 , '/I A -,W+Iqp I — -� )-b. 11 44 � TOM OF BARNSTABLE, MASSACHUSETTS' � I I - Underground facilities, structures. and �Ciities MRY_ [ 3/96 1 FSE �-'),v- T . IP -�,rk OF 844.. 4 . I I i I . I have been plotted I I I I V, It ! __ T I 1 z7L from available surveys and records, avi therefore their locations , - FOR OEP REVIEW � I T T . :,-j I I I� HOWARD 3. V MUNICIPAL LANDFILL CLOSURE 1 /95 . I I r I must be considered approxim-3te only.- ",,ere may be others, the 2 — ' H , 14 LaFEVER V, . I LIM, -� existence of which is presentfy not k".).vn. I .4 . - 1 - I - -- __ _ ; I FSE I I � .I ne,�3 " __ �,_ .4 Q EINVIACNMENTAL 11 ". I - FOR CLIENT REVIEW I A No.U&32 L_-�p f __ MRY_ t 10/95 1 NCW/JHH . �<ti M S &%. 11 I- I f A -.0 q, - FSE FSE 10/11/95 , 11 - I A - , �7 �A,, ,)� � I I _ :!5 1 9/95 1 FSE HBL �, /` I C/ I A & SC T -1 PROPOSED �� , I- SWE — I I -- � . N � 4 ,7,-;"'e-1 ENVIRONMENTAL ENGINEERS �ENTIS TS =_ - DRAWN DATE DESIGNER APPROVED DATE I. , � , NO. I- � V-V T".1.q I � = I r � HYANNIS, MASSACHUSE- r�) I __ I : r- I � - - - I ;I . ;�2 P RVISOR - 1 7 1 1 --- . ; . I I __ !D � -_'\,V=4_- _�, !, : , I f-- SSUE - — - . . , . - .%.- - _L�71(.--e-,-4.0 -,10, -rz,_,-e-j - ED1 ',, JOB NO. 3002 CONTRACT 1 DRAWING No. 2 - , __:� ___ . .- ___ " - - - - L__ - - I &C. I DRAWN DATE I CHECKE( �� DESIGNER APPR�lv D TE I ____i__ ___'-- I . — ___ __ , I _:1 I � �, � I � I � � - - - ; - - 0 I �_ I . I � - I-" . --- I I ��, I . I . I I � I I I � ? I � � I A - . � , . � - I - I I I . I � � )L� . - . 11� � � � � . . � t . - . - I I , � . . I I . I . I I I __ __ __ - � __ r - � � - I � � - I , li I � I I . .- � i ,-,& V �- _ - , I ! I . I r � . . I - . . t "I . I . ; - . - 11 I 11 ,L,.( . I �', I fffffff - I 1- . � , � � � . . ��.,4 � . ,� 11 ! ' . . I - I I I // > L:�J� . i"� �.- __� < N,_ , i "__���� I _�:�� I . I - �, 111. . . I � 2� � I _ . I . I � I I I . I I I � . . . - . . . . . I � . . . . . - . . -5//�, 11 I . I I � 1 2� px_;�L : - ��t � '. - - i � � - . I . . 11� . I � . I I I I � I � - �,� I .. � - .. . . I I . -��-1, . . . � . ;P � e - " . . - - � .- I ,� �, . I .- .� r-.- . . I - - - I "-- - � . I : __ - _ ____,__ _____ ,__ . . . .. 11 . . � . . .. . 1� . - . - . .1 .,I � . . . .. I ________________ , - , - � . � ---.-- __ ______________ _________________.____ I—-- _1____________ -- � - L . . .- I - 11 . . ---r--------- . - I . . - �I I . 1, . . I � I I i . . � - .1 _11- _ -11.1 . I I- I I I � I I I - - I I . _____ __________ - - -------- - - _____ -.,---I- __ _____.___ _____ ,. .-,------- _------_____ _ - - ___ __ - _ _ - I- - - - __ - _ ___ __ ____ I -.---------I--- __ -------- ____ -_____1__.______1-1�-____________ ___ _________________________ ---------------------.-- I __ ______ i h l� j H O z C z° I HI OI r' ro ' Ap- r a � z d ro H r r {� n ro d , t� H ' H r _cn. • 90' SEND (TYP) PASSIVE GAS VENT (OPTIONAL) PERFORATED PUSH-ON CAP BREAKAWAY JOINT 3"-0" SEED 6" VENT PIPE WELD ON 16' DIA. X 1/2" THICK PIPE COLLAR 6" TOPSOIL COMPOST LAYER ` ` // PIPE BOOT GEOCOMPCSITE _ VEGETATIVE SUPPORT / 12" SUBSOIL PROTECTION LAYER 40 MIL LAYER GEOMEMBRANE i LATERAL GAS 6" GAS O p 0 p o O COLLECTION VENTING LAYER 6' INTERMEDIATE COVER ; O SEPARATION p I GEOTEXTILE I O SEPARATION GEO T EXTILE cd O I p O I 5' MIN. PERFORATED PIPE WITHIN I O BACKFILLED GRAVEL OR SAND p I (PENETRATE INTO REFUSE) i I O I O c I 6" MIN REFUSE. J REFUSE 3(MIN) 0 HOLE ~� TYPE A-1 CAP WITH GEOCOMPOSITE Q A NAGS LAYER r 90- 8ENO (TYP) PASSIVE GAS VENT (OPTIONAL) PERFORATED PUSH-ON CAP BREAKAWAY JOINT 6' VENT PIPE SEED WELD ON 16" DIA. x I/2" THICK PIPE COLLAR 6- TOPSOIL COMPOST LAYER' \\ \ \\ VEGETATIVE 6" SUBSOIL SUPPORT / LAYER PIPE .BOOT PROTECTION LAYER 6" SAND 40 MIL DRAINAGE GEOME► BRANE LAYER 6" GAS 0 0. LATERAL GAS VENTING LAYER 0 0 o o COLLECTION 6" INTERMEDIATE COVER 0 SEPARATION 1 0 GEO TEXTILE 0 �-SEPARATION °� 0 GEOTEXTILE I 0 0 5' MIN. PERFORATED PIPE WITHIN , 0 BACKFILLED GRAVEL OR SAND 0 (PENETRATE.-INTO REFUSE) 0 0 i d' MIN REFUSE J REFUSE Y(MIN) 0 HOLE TYPE A-2 CAP- MTH SAND. DRAINAGE LAYER I' TOWN OF BARNSTABLE SOLID WASTE MANAGEMENT RULES AND REGULATIONS These rules and regulations pertaining to the management of ; the disposal of solid waste within the Town of Barnstable are adopted pursuant to the power of the Board of Health conferred by Chapter 111, Section 31 and Section 31B of the General Laws, after a public hearing held on February 18, 1997 . Section I. Solid Waste Disposal Services The following solid waste disposal services are provided to P the residents and property owners of the Town of Barnstable and for licensed commercial ttrash haulers collecting solid waste from properties located within the Town of Barnstable : A. For Barnstable Residents and Property Owners at the Solid Waste Disposal Facility: 1 . A Residential Transfer Station for the disposal of household ttrash contained in tied plastic bags, sealed paper bags, or small sealed cardboard boxes; . 2 . A Recycling Center for the disposal of recyclable materials such as paper, glass, plastic containers, metal/iron products, appliances, etc . , certain of which may be disposed of at no charge and others of which may require payment of a nominal fee; 3 . A Yard Waste Disposal Area limited to the disposal of grass clippings and leaves for composting; 4 . A Demolition and Builder' s Trash Disposal Area for the disposal of small quantities of building materials and waste from the ccnstruction/demolition of structures located within the Tcwn of Barnstable and disposed of by residents and contractors in vehicles restricted to a size no larger than a full sized pick-up or 4' X 8' utility trailer; and 5 . A Bulky P Items Disposal Area for items such as furniture mattresses, box springs, and sofas . l B. For Licensed Commercial Trash Haulers 1 . A Solid Waste Transfer Station is operated jointly by the Towns of Barnstable and Yarmouth and located in the Town of Yarmouth for the disposal of solid waste picked up from residential and commercial properties located within the Town of Barnstable. 2 . Special regulations governing the delivery of solid waste to the Yarmouth Solid Waste Transfer Station are issued by the Town of Yarmouth. 3 . Any hauler authorized to dispose of solid waste at the Barnstable/Yarmouth Solid Waste Transfer Station and who disposes of at least fifty (50) tons of material per month at the transfer station may apply for authorization from the Department of Public Works to be billed on a monthly basis . 4 . The Vehicle Permit issued by the Board of Health to a hauler to remove, transport and dispose of garbage, offal or other offensive substances shall be affixed to the visor in the front window of their truck. Section II. Solid Waste Disposal Facility A. The Department of Public Works is responsible for the proper operation and maintenance of the Solid Waste Disposal Facility located in Marstons Mills . B. The Department of Public Works shall publish not less frequently than annually a complete listing of specific materials/items deemed acceptable and those deemed non- acceptable for disposal at the Facility' s disposal areas . The listing stall identify which of the acceptable items may be disposed of at no charge and those for which a nominal fee is charged. C. The days and hours of operation of the Facility are established by the Department of Public Works and shall be posted at the entrance to the Facility and published periodically in local newspapers and on Television Channel 19 . 2 Section III. Residential Transfer Station Stickers Residential Transfer Station Stickers shall be issued for a fee by the Department of Public Works annually to properly identified residential property owners and tenants of residential dwellings located within the Town of Barnstable for use of the Residential Transfer Station pursuant to the following conditions : A. Occupants of residential units are entitled to purchase a total of two stickers per residential dwelling unit . B . Stickers are non-transferable and may be issued only for passenger vehicles, pickup trucks and vans . A utility trailer pulled by a vehicle bearing a transfer station sticker does not require a sticker. C. Stickers entitle the resident to dispose of their household trash only. Disposal of another resident' s trash is an unauthorized use of the sticker. D. Stickers issued for a calendar year shall be honored at the Solid Waste Facility through December 31 of that year or until the stickers for the following year become effective in the following year. E . Household trash transported by a vehicle that does not have a valid Sticker permanently affixed to the vehicle as required for that year shall be charged a disposal fee . F. Residential property owners and year-round tenants of residential dwellings located within the Town of Barnstable may also dispose of bagged household trash at the Residential Transfer Station without a Sticker but will be charged a fee for each time they do so. G. Residential property owners and year-round tenants of residential dwellings located within the Town of Barnstable who use the Solid Waste Facility for the purpose of disposing of recyclable materials, yard waste, demolition and builders trash and bulky items will not be required to purchase a Sticker. Depending on the material/item to be disposed of, however, a disposal fee may be required. As a general rule, basic recycling materials such as paper, 3 glass, tin cans, plastic containers, waste oil, paints, water based stains, etc . may be disposed of at no cost . H. If any person attempts to use the Residential Transfer Station using a vehicle with a Sticker affixed to it that was issued to another vehicle, the Sticker shall be subject to confiscation by the town. Section IV. Weighing A. In those cases where a fee is charged for disposal, all trucks including standard pickup trucks, vans and utility trailers shall be weighed prior to disposal . B. The driver of any vehicle requiring weighing who leaves the Solid Waste Facility after disposing of trash without having paid the applicable fee shall be subject to criminal prosecution. C. The operator of each vehicle weighed shall be furnished a weigh bill at the time of weighing to keep as a receipt of the transaction. D. As a service to the public, any vehicle not disposing of waste materials may be weighed for a fee . E. If the scale becomes inoperative due to the loss of electric power or due to some other reason, all vehicles normally requiring weighing shall be charged based on the fee contained in the fee schedule published for the current year. Section V. General Regulations A. All loads entering the solid waste facility must be covered. B . Only wastes generated within the boundaries of the Town of Barnstable may be disposed of in the Solid Waste Disposal Facility. C. No waste of any type shall be disposed of in a recycling station bin, container, tank, or disposal area other than that type of waste for which it is specifically designated as the collection site . 4 l F. Anyone tampering with or damaging the entrance gate and/or the fencing around the Solid Waste Disposal Facility or disposing of waste of any type in the vicinity of the Facility shall be subject to prosecution. G. No indiscriminate dumping, salvaging or foraging shall be permitted. H. In the event the Residential Transfer Station becomes inoperative for any reason, the supervisor of the Solid Waste Disposal Facility shall have the authority to direct vehicles carrying bagged trash to deliver those bags to an alternate disposal site within the facility. I . As a condition of using the Solid Waste Disposal Facility, the owner, operator or person in charge of the vehicle transporting the waste material shall, upon request of a Facility attendant, provide proof of the origin or nature of the materials to be disposed of . J. Continuous and flagrant disregard for the Rules and Regulations contained herein and/or posted at the Facility shall be deemed sufficient cause for the supervisor of the Solid Waste Disposal Facility to bar the entrance of any vehicle, or to revoke a Residential Transfer Station Sticker and issue the owner a pro-rated rebate. Section VII. Violations A. Whoever, himself, herself or by his or her agent, or as the agent of any other person or any firm or corporation, violates the above regulations shall be punished by a fine of not more than three hundred dollars ($300) . B. If any article, regulation, paragraph, sentence, clause, or phrase of these regulations shall be declared invalid for any reason whatsoever, that decision shall not affect any other portion of these regulations which shall remain in full force and effect; and to this end the provisions of these regulations are hereby declared severable . 5 A f Section VIII. Fees The Solid Waste Fee Schedule for the current year is approved by the Town Manager and published separately from these rules and regulations . Copies of the fee schedule may be obtained at the Solid Waste Disposal Facility Office, 45 Flint Street , Marstons Mills and the Department of Public Works Office at Barnstable Town Hall . Susa �Ksk, R. S . , Chairman Brian R. Grady, R. S . #Rap' -4t. 6 1 HE (j. Town of Barnstable 1 MASS. Department of Public Works i639• r ' Fo ram+" 367 Main Street, Hyannis MA 02601. Offc2: 508-790-6300 Thomas J.Mullen Fax: 508-790-6400 Superintendent February 3, 1997 Mr. Jeffrey E. Gould, Chief, Division of Water Pollution Control Department of Environmental Protection, SERO 20 Riverside Drive Lakeville, Massachusetts 02347 Re: Permit Application for Land Application Certificate BRP WP 30,Application No. 1 Transmittal No. 139161 Dear Mr..Gould: Enclosed is Application No. 1 for Land Application Certificate (BRP WP 30) for lime stabilized wastewater treatment plant sludge blended with wood chips and yard wastes (blended material) to be applied as part of the Barnstable Municipal Closure Project for your review and approval. A Site and Project Description is provided on the first three pages of this submittal which summarizes the DEP approvals to date, as well as the Landfill Site and the Landfill Closure Project. The Town of Barnstable plans to apply the blended material to the landfill cap as early as April 1, . 1997. We will need DEP approval by that time. If you have any questions regarding this submittal, please contact Stearns &Wheler Engineers in Hyannis, Massachusetts, at 508/790-1707,or my office. Very trul yo Tho ullen Supe to dent,DPW TJM:NCW/mjb Enclosures cc:w/full enc. Mr. A. Lawrence Polese, DEP, Millbury Training Center Mr. Mark Ells,Town of Barnstable, DPW Mr. Nathan C.Weeks, Stearns &Wheler Mr. Jeffrey Heath, Stearns &Wheler Barnstable Board of Health cc:w/Site&Project Description Mr. Paul Taurasi, DEP SERO Mr. David Ellis, DEP, SERO, DSW Mr. Peter Doyle, Town of Barnstable, DPW, DWPC Mr. John Quinn,Town of Barnstable, DPW,DWPC,Lab Director l 111 4r W 00 P TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM Mail To: NAME OF BUSINESS: ✓ Board of Health MAILING ADDRESS: �� - ''� Town of Barnstable TELEPHONE NUMBER: P.O. Box 534 ; Hyannis, MA 02601 CONTACT PERSON: iD � ✓ L `� O r Y5®hn I�Ae, Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in qua tities totalling, at any time, more than gall liquid volume or 2 pounds dry weight? YES V NO ur This form must be returned to the Board of Health regardless of a yes or no answer. Use the !`, enclosed envelope for your convenience.. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: { LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous characteristics and must be registered . vakrrrx--ef-- of rrds- y-w�t. Please put a check beside each product that you store: b© ` S� F` ~ t/ Antifreeze (for gasoline or coolant systems) Drain cleaners " 0 Automatic transmission fluid 10_ Toilet cleaners Engine and radiator flushes Cesspool cleaners 60 Hydraulic fluid (including brake fluid) Disinfectants Y° �00 2s'0 Motor oils/waste oils Road Salt (Halite) �p Gasoline, Jet fuel Refrigerants O o Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, _ Other petroleum products: grease, lubricants rodenticides) x Degreasers for engines and metal Photochemicals (fixers and developers) , Degreasers for driveways & garages Printing inkd Battery acid (electrolyte) Wood preservatives (creosote) t�` Rustproofers g p a Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes _ Jewelry cleaners k dsr. Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's . Paint & varnish removers, de lossers Other chlorinated hvdrocarbons, Paint brush cleaners (inc: carbon tetrachloride) w Y. Floor & furniture strippers Any other products with Poison labels z ='t Metal polishes .(including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids' i kA,• (including bleach) Other products not listed which you feel mayltl - Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) ;<#' Other cleaning solvents a�a6Y Bug and tar removers J vY.2'x§'f Household cleansers, oven cleaners •«�Cz` White Copy-Health Department/ Canary Copy-Business °z� Y% TOWN OF BARNSTABLE OMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH satisfactory 3.Printers y Shops L� unsatisfactory- 4.Manufacturers �I (see"Orders") 5.Retail Stores COMPANY "�t ge jTiZ j_ 6.Fuel Suppliers ADDRESS Class:Class: 7.Miscellaneous 11,64 MCW� QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Undergrou"nd-Tdii IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) V Heavy Oils: / waste motor oil (C) ' new motor oil (C) ydraulic Synthetic Organics: degreasers oe Miscellaneous: e. DISPOSAL/RECIAMATION REMARKS: 1, Sanitary Sewage 2. W er Supply 'O Town Sewer (Oublic (Von-site OPrivate 3. Indoor Floor Drains YES NO l O Holding tank:MDC 0 Catch basin/Dry well 3'- 0 On-site system a 4. Outdoor Surface drains:YES NO OIWER 0 Holding tank:MDC F ACatch basin/Dry well O On-site system 5. Waste Transporter DestinationName of Hauler Person (s) Interviewed Inspector Date TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: f3a/tislr h ,APO— go%cl 1-�-Jetsft Mail To: BUSINESS LOCATION: 45— 0-eel'_ akzs� s A*1/5 Board of Health Town of Barnstable MAILING ADDRESS: ®. �� Nl�rs�/a�rs /c1."//s P.O. Box 534 TELEPHONE NUMBER: 400-22S-9 Hyannis, MA 02601 CONTACT PERSON: Moe, 19utk/is EMERGENCY CONTACT TELEPHONE NUMBER: 4Z0-MV(0) 22z-P.3B%9C,4) Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in qua Ides totalling, at any time, more than 50 .gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: -7 ay ale /707 ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case �Oqd Antifreeze (for gasoline or coolant systems) Drain cleaners 30r,al Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants I00o Motor oils/waste oils S00 % xRoad Salt (Halite) �5 Gasoline, Jet fuel Refrigerants �cv 0 b L� 6:0�� Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, 0s 6 Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemi.cals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners White Copy- Health Department/ Canary Copy-Business TOWN OF BARNSTABLE OMPLIANCE: CLASS: 1.Marine, as. 'r satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY' k?X,,k44&mac-,J``,a J (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS 5.6 ,,,1-11ArZ_"c5'r' Class: 2 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors; OUT-outdoors) MAJOR MATERIALS I Case lots Drums Above Tanks Underground IN OUT IN I OUTI IN OUT #&gallons Age Test ZZ Fuels: Gasoline,Jet Fuel (A) Diesel,'K&osenej#2 (B) � - Heavy Oils: waste motor oil (C) 3✓� � � / new motor oil (C) 0 V transmission/hydraulic` Synthetic Organics: degreasers Miscellaneous: r DISPOSAURECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply ,!^'d7�d�l,�r A94-.tp O Town Sewer OPublic p On-site OPrivate y �� 3. Indoor Floor Drains YES NO 0 Holding tank:MDC `- 0 Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: 0 Holding tank:MDC ,0 Catch basin/Dry well` f 0 On-site system 5. Waste Transporter Name of Hauler Destination Waste Product YES NO ¢/ // �� / « � / /� r 2. `�f'� '/ � ' 1 C.�rin / . . 4'f�t.� �-f,4.�`/ Jr sti;.'// .01 Person (s) Interviewed Inspector Date TOWN OF BARNSTABLE OMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair 2.Printers satisfactory BOARD OF HEALTH 3.Auto Body Shops 1 O unsatisfactory- 4.Manufacturers COMPANY 19� Zf,(, 9 (see"Orders") 5.Retail Stores 96.Fuel Suppliers ADDRESS i �� Class' 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors; OUT=outdoors) MAJOR MATERIALSCase lots Drums Above Tanks Underground IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, #2 (B) Heavy Oils: waste motor oil (C) `'` new motor oil (C) transmission/hydraulic G Synthetic Organics: degreasers Miscellaneous: r DISPOSAL/RECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply % O Town Sewer ublic On-site OPrivate 3. Indoor Floor Drains YES NO O Holding tank:MDC O Catch basin/Dry well 100, O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank: MDC,0 Catch basin/Dry well( / J O On-site system 5. Waste Transporter Naxne,of Hauler Destination Waste Product YES NO 1. zz `r lo�'7_ Person(s) Interviewed Inspector Date .0 A/ DESCRIPTION,AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY. (CAPITAL ENERGY INC.AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED,OR USED. IN WHOLE OR IN PART. FOR ANY .c WTMOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF AMERICAN CAPITAL ENERGY INC. \ _ e / ' 'ice � , --�-- —__ ;�-• -- ,_ �' \\, — —— " PROPOSED INVERTER p--- —- \\ �� ,• / I ...(SEE DAG#S-�_. OPROPOSED INVER;ER_PAD =_ — -- A� . / / --- "\ \// —(SEE—DWG 1S-4) ` \ '''._G,' ° -------.` \\\\ \ \ \ \ ,wim in ARRA!NOMIN7(L � _- � � � \ — \\ Z356.2 KW(DC) 4.14' O \ N i oil \ / A��� it II A\V`,, �\ �� ;' / /,.^, \\\ •',. } I��-'I lr I k1l PROPOSED 3FP.ACCESS PATH p \°camROADI 4.71—U ,'O _ \ \ `` mm I I. I /' �•. 7.5W' j - / �. r �' \ I I I \� . GAS EXISTING (TYP): O (SEE NOTE 4) ' PROPOSED ABOVE. GROUND TO `UNDERGROUND'�LOCATTIION OFNCAP°TO .....BrNPAPPROXI\TE'.,\ 4.67��O% PROPOSED IN PADB� \ ��•. \. �\.._ O \ (SEE DWG`#S 5) \ ` :� G �, \PROPOSED ACCESS — \ \ ROAD/CONDUIT CROFHNG PROPOSED CONDUIT ON CAP \\...`. \' / \ \ \\ '•ABOVE—GRIXIND. OFF—CAP,' O\ 8- 1 I \\ / y%• UNDERGROUND) / NOTES: AREA TO'BE GRADED (OFF—CAP) 1. NOMINAL SIZE OF PV SYSTEM 4.171.2 KW ��'� / O f ''� \ (DC) USING A QUANTITY (13,904) ET SOLAR 300 '� W MODULES. \�� \ /o 2. FINAL COMPONENTS AND CONFIGURATION ARE \`\ �A \�\ l/ SUBJECT TO CHANGE. 3. PROPOSED PV SYSTEM LAYOUT BASED ON 20' TILT ANGLE. ROW SPACING VARIES AS SHOWN. ORIENTATED AT 180'. SYSTEM DESIGNED FOR NO HO URS RSROW SHADING OF 0 AM ANDE2 PM ONPDECE BERLY 21.SPACING PROFILE STARTS AS INDICATED AT NORTHERN MOST ROW IN EACH ARRAY BLOCK g \ \ �� \, / THIS INITIAL SPACING IS MAINTAINED ON ROWS TO \ \\ \ THE SOUTH UNTIL A REVISED DIMENSION IS \ j \,. STATED. COMPONENT DIMENSIONS SHOWN ON `� PADMOUNT SWITCRGEAR- D-1. 4. NO EQUIPMENT WITHIN 5 FT. RADIUS OF _ \ —��� \\ \ FXI"NG GAS VENTS. PRO\PADMOUNT\ lI ' COMP COUPLING F\ �\ 1 \\ \�\•. \\ \ ` ,.'._ \\ UTILITY\QISCONNECT Jill I - '�'.".PADMOUNT METER (TYP,) ENCLOSURE(TYP.). 4 \� I PERMIT SET — — \ --_ 09 \ � loo so o 100 200 I j• - \ _ _ ' DRAWN BY APPROVED BY DESCRIPTION DWG a AMERICAN A'�IERICAIN CAPITAL ENERGY,INC. CVEC - BARNSTABLE LANDFILL 1001 Pawtucket Blvd, Su to 278 MSS MJS PROPOSED DEVELOPMENT PLAN GROUND MOUNTED SOLAR ARRAY C—3 CAPITAL ENERGY Lowa NLS 01854 DATE COPYRIGHT, 2013 AMERICAN CAPITAL ENERGY, INC. Phone 978-221-2000 08/08/13 ALL RIGHTS RESERVED PROPOSED: DEVELOPMENT PLAN AF.7 g In . ? Y d �. } 6x6 P.T. WOOD .� - � .. _ m F9� POST It m m I 4S' p 4ty. 6x6 P.T.WOOD CEBER M N m �5 POST TRIM $ , 5/4'FIBER yl CEMENT TRIM GALVANILLU 1B•-2' / POST ANCHOR/ a a•1p f' _ SEE STRUCTURE tl�'L3f A S6STRUCTPOST(TYP) RAL CONCRETE PAD- DETAIL EE tl ,#• SEE STRUCTURAL t 4" m se-o 1/2"5 1/2" 1/2" } - 3-B" 3'-4 3'-4" S-4" 3'-8" 5'-2" 4'-8" f 3'_ 1'-0" 1'-0 3•-4" 3• d _ 4"� -4" 3•-8• CONCRETE Z;3 :'1;= ❑ ❑ c r. SLAB/SEE . 1:. STRUCTURE I DETAIL YNb A t �4�y�' ADMIN VIES tauLE -, I DETAIL -PORCH COLUMN. oo F7Eh m < c 1'-z" 11'_2 1/2" w h•-4" (IY L 18•-6 1/2" 1 1/2" = 1"-0" - "`r•t's„4 z ^ e1A Kati i. , RAISED RUBBER TILE I a" �� �-�J�1 WALL MOUNTING i - - t ' j FLOOR ,i d4 BRACKET FOR TV i p -' G.C. TO RELOCATE 1'-2" �. EXISTING SAFE 3 too < _t t A 6 ,� $ E i (4'W X 3b X 6'-1•H) , p , ' A_q COUNTER AT 40" ` 6 7 r•, _ r CLOS OPEN SHELVING ING ABOVE FINISHED FLOOR el 1o9A I BELOW COUIITE? k n I t ACCESSIBLE COUNTER I M (i cry S 1 i 6'-6 1/2"1 t FAT 34"LOOR ABOVE FINISHED / a\ 2 D' I O W � 2'1 • `$•1 RECEPTION l' 109A 10 O 11 1 n _ _ t09 \ / -br ':FRIGERA7 R CLOS. 102 A MI N O I 2 tl I N( .I.C.) 107 IOTA t01 1 -- LUNCHROOM ---- ¢ 1103 6x6 POST(TYP) z1 / � SEE STRUCTURAL a �r0_1 I q <I 3'-0" "m PUBLIC E%2 •I •I7 TOILET ROOM -2'-0- O >. `• TEu CORRIDOR l02 X--X ' °1 O 1„ 107 1-0. - •i CONCRETE PAD ❑ 1 103 RRF - m SEE STRUCTURAL WwW I `I 3 5 103A 1 4'-0. - - F 1 .. r I oa itir- 105 CT WOMEN'S. la" o LOCKER M ROOM IN. I CLOSET Z I I _ SUPERVISOR 306 I , I 103A .I llo 4 I I 3'-0 3'-0" 5'-0" .r Ll ej 11'-6 1/2" 4'-6• -D" I vaEi�� I 4'-0• WALL MOUNTING / O \/ / MEWS o 'tC JANROR �I BRACKET FOR N�n - 1 ebp \\ 0LOCl_R "O ROOM el U -RRF CT 6 / 1 2 3 4 105 1 106 3 � �•i \ `I FOREMAN 11/ Val- 1 3' 0"111 / MIN CUR MIN 3 - - - ^N m w fEl 0WALL MOUNTING N ,3 FLO RBRACKET FOR ZOg- D IN-' \ 4 MECHANICAL Z y GI RAISED RUBBER --� 3-" FLOOR -a \�-� ROOM eI TILE FLOOR RK, MI LR DRAI U A U1 2 3 6 1 it 12 13 IDa S'-5" Ez 3 - E%4 1 .I NOTES (24"X24" 24"X24" 1. EXISTING SAFE IS LOCATED IN LOCKERS LOCKERS - CURRENT LANDFILL OFFICE ON SITE UO N PROVIDE BY TOWN 1 ¢3 j INSTALLED BY GC A-4 PROVIDED BY TOWN/ 2 COORDINATE MINIMUM PLUMBING 4'-6 1/2" 3'_4• 4-10 3/8" 3'_q• INSTALLED BY GC(TYP) CHASE SIZE WITH PLUMBING CONTRACTOR ¢- ti O zw N O m" 3 � o w o - . PLAN FIRST FLOOR PLAN , E T o SHEET 7 OF24 I' rw iS - d ~ c •; 20 Xo ���" �j X. y, .eu0 ;..... :: 4 PERFORATED SDR ::. ..-....................:. x ---. ,_ � � RE 82 82 35: 'PVC DISTRIBUTION w PIPE TYP. OF 3 ( ) �-•� 0 ' -- Ab Iri a �-_ W � w ` �1' �O ' LEACHING TRENCH(PRIMARY)... ..�•_ z � � �h• 281X2WX2:D X. 'I�r - 78 'S TYP. OF 3) 8 78 -'I' SEE A SHEET C WASHELI STONE .::.. .......... S DETAIL EET -6) ,, w PERFORATED' FABRIC W S,GR 35 PVC ' `..;. 74 s P ECAST DISTRIBUTION BOX >: P F 74 r�rlTr-1 PRECAST CONCRETE .� �clNG1PR'+0�PROPOSED GRADE ::... .. .:,.. 'RISER TO GRADE- SEPTIC .E..:::.. . .,.... •� l"OSEPTIC SYSTEM M D x r" 6'� SUPPORT SEE DETAIL SHEET C-6 » LIMIT :Q00 F WORK 0 X. ( ) '� �, R o BUILDING H 40 PVC <: x •� `L �- BY OTHERS ' ( ) I.�d 7 .Z 9 4 1 `J t° AREA..-STAGING:: L Q �'. GING tee• 1 , . r , RE.',ERVE AREA o TZ. y : ' ��' PT LFYCHING TRENCH o Q 4 BUILDING SEWER l/ a ! ' ' ;'� /T x ;' ;';N ! ; 28, X 2 W X 2 D BY OTHERS) 1�1� ( 1 500 GALLON TWO EL BEG. ,;:: . rLij 0.02 FT Q'OMPARITNENT PRECAST c` r. ; / EL END) .�, % 66 SEPTIC TANK (SEE DETAIL -` r ! 2 66 - , SHEET C 6 • ..... .., i !!;it ' i 00 ,� • TOP OF STONE BOTTOM OF E CH �•� EL-� EL-6�4.81�1 �`� ` (TYP. OF 3 TRENCHES) OeN 4 BUILDING SEWER` » » 62 5.31 62 (BY..OTH,ERS) » INSPECTION PORT o .. 4 SCH 40 PVC WASHED CRUSHED STONE �I = SEE DETAIL'SHEET C-6 / PRECAST D STRIBUTION BOX L 10 FT / :. S=0.02 FT/FT -001 INV. IN) 7.30 INV.�OUT .1 =-- ES•; MATED - w w z 1,500 GALLON (SEE DET HEFT C-6) HIGH GROUNDWATER :: Q SUPPORT I / ,;;• m z 58 58 BUILDING / J PRECAST SEPTIC TANK 6" LAYER ES'�. AT BOTTOM OF TEST PIT :;>. �'� / BY OTHERS a '_` Q ( ) / INV. IN) 7. CRUSHED STONE (TYP.) - z INV. OU o (SEE DET L. ) - SHEET C-6 m � :... w 54 54 / Ii l� ;� � o SEPTIC SYSTEM PROFILE � w "- HORIZONTAL / y cn SCALE: 1 =20 1"=4' VERTICAL NOTE: / Li o 1. DOUBLE WASHED STONE SHALL BE FREE OF IRON, FINES, AND DUST IN ACCORDANCE V WITH 310 CMR 15.247. / / o / z . / 2. FILL PLACEMENT WILL BE IN ACCORDANCE WITH 310 CMR 15.255(6). -.tee:.; .^+. .. .:.:.a .-na'. v.«x '..�.. /a..-'waw=a•,..�'._ ;....:oi : 0 ' : r m � s - Q m w GRAPHIC SCALE N 40 20 0 20 40 80 Q > Z m O z U ( IN FEET ) Z 1 inch = 20 ft. w m U W o Q3 ol 0 0 o Q to PLAN � � ,� a ZO 0. SCALE: 1"=20' w o N y Lo SOILS EVALUATION GROUNDWATER DETERMINATION NOTES: F Z * TRENCH DESIGN - RESERVE AREA STOI-I & SAMPSON OBSERVATION OF ACTUAL WATER TABLE DURING TIMES - CA z I Q DESIGN CRITERIA - PRIMARY AREA CHIN CONDUCTED BY: COREY REPuccl, wE.. COMMERCIAL OFFICE BUILDING 4 P (CERTIFIED SUMMER 20C;u) OF ANNUAL HIGH WATER TABLE (310 CMR 15.103.3A►) 1. SYSIEM NOT DESIGNED FOR DOMESTIC GARBAGE GRINDER. Q w z t 75 GPD PER 1000 SF (200 GPD MINIMUM) 0.74 GPD S� 325 SF (REQUIRED) F- o Z c, N OBSERVED BY: DON DESMARAIS, BARNSTABLE BOH DURING TEST PIT, NO REDOXIMORPHIC FEATURES OR, 2. LOCATION OF SAS IS GREATER THAN 100' FROM THE CLOSEST BORDERING VEGETATED WETLANDS. U j Q Q ? EFFECTIVE LEACHING AREA COMPLETION DATE: APRIL 4, 2007 o a m J z 1 STANDING GROUND WATER WAS OBSERVED. HIGH THREE TRENCHES AT: ' LOCATION OF SAS IS GRAZER THAN 400 FROM THE CLOSEST PUBLIC DRINKING WATER SUPPLY. w PROPOSED SUPPORT BUILDING = 3190 SF '(58' X 55') GROUNDWATER ELEVA11ON TAKEN AS BOTTOM OF 28 LONG X 2 WIDE X 2 DEEP TEST PIT 1 GROUND ELEVATION=70.5 3190 SF X 75 GPD / 1000 SF = 239.25 GPD TEST PIT (11.0 FEET BELOW GRADE). LOCATION OF SAS IS GREATER THAN 154' FROM THE CLOSEST PRIVATE DRINKING WATER WELL � � 0 � o DEPTH(INCHES) HORIZON,' COLOR, TEXTURE, MOTTLING & NOTES a USE DESIGN FLOW OF 240 GPD 0-10 A 1OYR 3/1, FINE SANDY LOAM 3. CONTRACTOR TO PLACE TEMPORARY BENCHMARK WITHIN 50-75 OF THE SYSTEM AT TIME OF a o�►NK DESIGN 10-22 B 1OYR 4/3, SANDY LOAM CONSTRUCTION. c=n = - <2 MIN: NCH ,� RATE PT 1 PERCOLATION ) DESIGN PER ( - 4 C1 10YR 6 6 GRAVELLY `MEDIUM <TO COARSE SAND DESIGN FLOr. 240 GPD 22 3 / , _ - - , q 4. . CONTRACTOR IS RESPON'�G€iLE FOR ADJUSTING LOCATION OF WASTEWATER DISPOSAL SYSTEM. • ' CLASS CLASS I E: - C2 i YR 6 6 VERY GRAVELLY-'COA; , +'SAND : _ .., o SOIL CLASSIFICATION 34 87' / a DESIGN m O L ALLONS 1 _ / 240 GPD X .E00� 480 G ( ,500 GAL. MINIMUM 87 132 C3 10YR 7 4 FINE SAND � -' f'-' ) / , IF AN ALTERNATE .SEP1T,� TANK SIZE OR DISTRIBUTION BOX 1S USED. LOCATION SHALL BE APPROVED Q �t FLUENT LOADING RATE 0.7� GPD/SF a EFFLUENT. M1 ;�i. ,, 3 � BY THE ENGINEER PRIOR TO CONSTRUCTION. U,a � PARENT MATERIAL: OUTWASH P DEPTH TO BEDROCK: > 11 FEET 5. AT END OF PROJECT, CONTRACTOR SHALL STAKE LIMITS OF FIELD, DISTRIBUTION BOX, AND TANK U EST. SEASONAL HIGH G.W.: >11 FEET (EL.G59. 0) O �ING CALCULATION STANDING WATER: NONE USING STAKES AND FLANS. cn w 3 (REF: UNI-B.LL HANDBOOK OF PVC PIPE) WEEPING WATER: NONE N �r s FOR H2O LOs�DING AND 1' OF COVER: PERC. RATE: <2 MIN:/INCH (24 GALLONS OF H2O IN < 15 MINUTES) o DESIGN CRITERIA - RESER TOTAL UVE♦bEAD LOAD 1,600 PSF = 11.1 PSI TEST PIT 2 GROUND ELEVATION=70.5 DESIGN FLOW 240 GPD (FIG. _11, PG ' 134) cJ� S � VaJ7,1zIJ J .0 . Q DEPTH(INCHES) HORIZON, COLOR, TEXTURE, MOTTLING & NOTES DESIGN PERCOLA11ON RATE (PT-2) MIN./INCH - • LEGEND - o FOR H2O LOADING, 1 COVER, HIGHWAY CONDITIONS: DESIGN SOIL CLASSIFICA11ON CLASS I IMPACT FAC TOR = 1.5 0-20 FILL TP 1 M DEEP OBSERVATION HOLE 20-23 B 1OYR 4/3, SANDY LOAM EFFLUENT LOADING RATE 0.74 GPD/SF (TABLE 21) ' 23-30 Cl 1OYR 6/6, GRAVELLY MEDIUM TO COARSE SAND PT-1 O PERCOLATION TEST 30-74 C2 1OYR 6/4, GRAVELLY COARSE SA1'4D GROUNDWATER SEPARATIONlb SAFETY-FACTOR = 1.5 87-132 C3 10YR 7/4 FINE SAND FA(`ui�r; TRENCH DESK N PRIMARY AREA EXISIING .�.oNTOUR M PIPE STRESS - (11.1 PSI BOTTOM OF TRENCH ELEV. 64.81 )(1.5)(1.5) = 25.0 PSI PROPOSE[ CONTOUR Co 240 p PARENT MATERIAL: OUTWASH = 325 SF REQUIRED a ESITMATED SEASONAL HIGH o 0.74 GPD SF (REQUIRED) ALLOWABLE �,IPE STRESS: DEPTH TO BEDROCK: > 11 FEET GROUNDWATER ELEVATION 59.501 EXISTING,:TREELINE z EFFECTIVE LEACHING AREA SDR 35 46 PSI > 25.0 PSI => OK EST. SEASONAL HIGH G.W.: >11 FEET (EL<59.8 0) PROPOSE[ TREELINE w THREE TRENCHES AT: = 336 SF (PROVIDED) 2 325 SF (TABLE 24) STANDING WATER: NONE SEPARATION REQUIRED 5.0 FT J a WEEPING WATER: NONE SEPARATION PROVIDED > 5.31 1 FT 28' LONG X 2' WIDE X 2' DEEP PERC. RATE: <2 MIN./INCH ;,(24 GALLONS OF H2O IN < 15 MINUTES) SHEET 5 OF 6 L 3 i t C7 r P ,./ EXISTING 12" WATER LINE 8" SEATED GATE VALVE AND VALVE BOX GIB � W s C GO a 02 ' �-12"x12"x8" TAPPING SLEEVE, 8" VALVE, AND , WOOD SHINGLED VALVE BOX 8 BLDG. 8" DI PIPE o y � Lu DETAIL A N.T.S. RET. MALL UP 00 O 04 N w t PRE-+ENGINEERED MEAL BLDG. MAINTENANCE ¢ j A C RACE 2" CURB STOP AND BOX C a COMMUNICATIONS •� L,j •4: s-- ,� CONNECTION AT CURRENT N UPS LANDFILL OFFICE 2" POLYETHYLENE WATER o SERVICE PIPE CB 2" CORPORATION STOP W/ SADDLE > f "x8"x6" TEE G " " O 8 DI CAP 6 RESILIENT SEATED GATE VALVE AND VALVE BOX � w ` SPLICE 6" DI PIPE AND HYDRANT z Bo, Q C7 �' z G __�_. UP a J _ _ Q J / v W G _� -`_ PLICE N.T.S. �+ v� <. SALT SHED � w OFFI E a LLJ CB — — — UND GROUN COMMU ICATION �' m � x CON IT (BY OTHE S) Ce o Q i Q / 8" I WATER ep o _k / / OI - CB/DH / X MAIN o APPROX. LIMITS 0 ON-SITE ° / 1 �1 I z w WASTE DISPOSAL Y OTHERS) f� - _.. _„ TTS ao cep ! //� °im■ µ■,i, 345 2;— Q ��� 0 N N tTURAL AS '\ ♦'� °■~err■ . .1 --� `_ > 3 W / =� . I (8Y' OTH S) W ■. � o� ce 1 ,. 1-45.12 � s„ � / I 1 ♦♦ �l ll // `■'f � _"' — \ S AGE w » » -ING �- SLIEEVEX VALVE, AND BOX. EXACT m _ _____ / / 1 1 1 i • RB ll mac,ll ♦� �,,,�■ LOCATION TO BE DETERMINED BY COMM : ''�/ 1 1 1 �♦'1� SOP ANDjV CB WATER (SEE DETAIL A) a Z �' � SUPPORT �G ♦ / ll , rrr'' 1 \ / ll DERGROU D N7-0 g• BUILDING i \ / / ♦ / �2 - r A d ♦1 / 1 ll �l CTRICAL OM NICA ION o m �� 11 \\ // / 1 /d CONDUIT (B HERS) 84. 2�' `� ' — Z V j x \ / ��r ELECTRI /CO UNIC,ATION o j (BY •Q,,��HERS} 1 11 / / HANDH ES, T P (B'Y OTHERS) x o. 11 111 G �� ♦., P L H TYLE E WATE SE VICE TAP w L ll 1/ 1 11 ' �' '�` ( D TAIL B) w z m a ll �/ loll NT ��� � o cul # y y / 11 2" POLYETHYLENE \ '\ \\ <�C = �� _ .- Icn n u a Q ,.r: /I II WATER SERVICE CAP \ G�i mac'\' \\ �k`` 8` DI a 3 0 s_ , � mm i J � O z // �` TU E PAVEM •n=. z �- o N Lill \\ y. a o 9 2" POL THY: NE c8, DH NOTES N Z oo J \\ \\� ' SWEEP IYP. WATER E�I� CE 1. CONTRACTOR TO PROVIDE ALL NECESSARY ELBOWS TO Q o ( ) i ACHIEVE WATER SERVICE LAYOUT AS SHOWN ON THE ao a DRAWINGS. Q a ♦ ♦� •gyp, 2. WHERE PROPOSED UTILITIES ARE WITHIN THE LIMITS OF O w z ,d � _ = EXISTING PAVEMENT, CONTRACTOR SHALL SAWCUT & PATCH o EXISTING PAVEMENT. SEE SHEET C-5 FOR DETAILS. 3. WATER TAP AND HYDRANT SHALL BE IN ACCORDANCE WITH Q THE STANDARDS OF COMM WATER. 3 O / `_--_r �utt`f F OR 4. SEE GENERAL NOTES ON SHEET C-2. o = 0 AND STAGING REA 5 REFER TO DIVISION 1 SPECIFICATIONS FOR UTILITY O BACKCHARGE REQUIREMENTS. _5 < u / �� 6. ALL EXCESS WASTE CUTS TO REMAIN ON SITE IN AREA N a / DESIGNATED BY O ,,�a T WN. �'`- �� 17. THE TOWN IS RESPONSIBLE FOR THE INSTALLATION OF THE a• ,• 1 \ UNDERGROUND GAS LINE AND ELECTRIC/COMMUNICATION � � CONDUIT TO BE INSTALLED AFTER THE WORK OF THIS F TREE LINE `� CONTRACT. CONTRACTOR SHALL COORDINATE FINAL LOCATION o' � UP OF WATER LINE (HORIZONTAL AND VERTICAL) WITH TOWN PRIOR o TO INSTALLATION. o CD Us co CD N GRAPHIC SCALE Q 60 30 0 30 60 120 j 4 tA d o I ( IN FEET ) z ri CA f 1 inch = 30 ft. ME W --�- SHEET 5 OF 6