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Groundwater Monitoring
Southold Town Board - Letter Board Meeting of December 1, 2015 wFF«"4, RESOLUTION 2015-952 Item# 5.15 ADOPTED DOC ID: 11314 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2015-952 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON DECEMBER 1, 2015: WHEREAS three proposals were received in response to the Solid Waste Management District's RFP issued on November 12 for the monitoring of groundwater and gas around the Cutchogue landfill as required by the New York State Department of Environmental Conservation; and WHEREAS the proposal received by Dvirka and Bartilucci Engineers and Architects was the lowest cost proposal submitted; it is hereby RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Dvirka and Bartilucci Engineers and Architects, PC to conduct semi-annual groundwater and quarterly gas monitoring through calendar year 2019 at a total combined cost not to exceed $75,000 over that time, in accordance with the terms and pricing schedules specified in the RFP, all with the approval of the Town Attorney; and it is further RESOLVED that Supervisor Russell is authorized to execute a contract with D&B for same, with the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: William P. Ruland, Councilman SECONDER:Louisa P. Evans, Justice AYES: Ghosio, Dinizio Jr, Ruland, Doherty, Evans, Russell Generated December 3, 2015 Page 25 •I•••�Oof FO fr oe •- ELIZABETH A. NEVILLE,MMC � `t© y� Town Hall,53095 Main Road TOWN CLERK '- P.O. Box 1179 to Southold,New York 11971 REGISTRAR OF VITALOF VITAL STitt �� Fax(631)765-6145 MARRIAGE OFFICER y,� 0�`01 Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER j * `�►••� www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER ,,••• OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD December 10, 2015 Paul Lappano Lockwood, Kessler & Bartlett, Inc. One Aerial Way Syosset, NY 11791 Dear Mr. Lappano: At the regular Town Board meeting held on December 1, 2015, the Town Board accepted the Request for Proposal of Dvirka and Bartilucci, Engineers & Architects for Groundwater and Gas Monitoring at the Cutchogue Landfill. A certified copy of the resolution is enclosed. Thank you for your proposal. Very truly yours, CAN./. Lynda M Rudder Deputy Town Clerk Ens. it rr'r - �� ofpc�FFO(�',„O ELIZABETH A. NEVILLE,MMC i O Town Hall, 53095 Main Road TOWN CLERK i a P.O. Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS t © Fax(631)765-6145 MARRIAGE OFFICER "4.y ! �� RECORDS MANAGEMENT OFFICER :X41 * �a0���� Telephone(63 t nny.gov FREEDOM OF INFORMATION OFFICER � www•southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD December 10, 2015 George W. Desmarais H2M Architects & Engineers 538 Broad Hollow Road, 4th Floor East Melville NY 11747 II Dear Mr. Desmarais: At the regular Town Board meeting held on December 1, 2015, the Town Board accepted the Request for Proposal of Dvirka and Bartilucci, Engineers & Architects for Groundwater and Gas Monitoring at the Cutchogue Landfill. A certified copy of the resolution is enclosed. Thank you for your proposal. Very truly yours, dp,Set, ml Lynda M Rudder Deputy Town Clerk Ens. 1"%WOO'C ELIZABETH A. NEVILLE,MMC .���y4G er/y Town Hall,53095 Main Road TOWN CLERK ? = -� P.O. Box 1179 t y Z ; Southold, New York 11971 Pre t REGISTRAR OF VITAL STATISTICS V v # Fax(631)765-6145 MARRIAGE OFFICER ! �� RECORDS MANAGEMENT OFFICER - 9A( * i' ."� Telephone(631) nny.gov �• www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER ..,,,,•'' OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD December 10, 2015 Thomas Fox Dvirka and Bartilucci, Engineers & Architects 330 Crossways Park Drive Woodbury, NY 11797-2015 Dear Mr Fox: Congratulations. At the regular Town Board meeting held on December 1, 2015, the Town Board accepted the Request for Proposal of Dvirka and Bartilucci, Engineers & Architects for Groundwater and Gas Monitoring at the Cutchogue Landfill. A certified copy of the resolution is enclosed. Thank you for your proposal. Very truly yours, dLAYA I jo Lynda M Rudder Deputy Town Clerk Ens. \))OFFOfr -. ELIZABETH A. NEVILLE,MMC ��ti�� 4 Town Hall,53095 Main Road TOWN CLERK a ;4 ; P.O. Box 1179 . t/3 ale Southold, New York 11971 REGISTRAR OF VITAL STATISTICS v' p .� � Fax(631)765-6145 MARRIAGE OFFICER y RECORDS MANAGEMENT OFFICER = j .� � Telephone(631)765-1800 � www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER so- OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID OPENING 2015 Groundwater Monitoring- DSW- RFP Opening 11/20/15 2:00 P.M. Three (3) RFP received Proposals are on file at the Town Clerk's office for viewing during regular business hours. Lockwood, Kessler & Bartlett, Inc. see attached One Aerial Way Syosset, NY 11791 Paul Lappano 516/938-0600 H2M Architects & Engineers 538 Broad Hollow Road, 4th Floor East Melville NY 11747 George W. Desmarais 631/756-8000 D & B Engineers & Architects 330 Crossways Park Drive Woodbury, NY 11797-2015 Thomas Fox 516/364-9890 ext 3098 #12501 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at • Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successfully commencing on the 12th day of November, 2015. Principal Clerk Sworn to before me this N day OCV of 2015. LEGAL NOTICE REQUEST FOR PROPOSALS NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR THE FOLLOWING: _. __ _ C ' P` OLINSKI NOTICE IS HEREBY GIVEN that NOTARY PUBLIC-STATE OF NEW YORK the Town of Southold Solid Waste Man- agement District is seeking a qualified No. O 1 V06105050 bidder for Landfill Groundwater And Qualified in Suffolk County Gas Sampling,Analysis,and Reporting. My Commission Expires February ge, 2t11e Request for . tions are available at the Town Clerk's of- fice during regular business hours,Mon- day thru Friday,8:00 am to 4:00 pm. The seated RFP will be received by the Southold Town Clerk,at the Southold Town Hall,53095 Main Road,PO Box 1179, Southold,New York 11971, until 2:00 P.M.,Friday,November 20,2015 at which time they will be opened and read aloud in public. The Town Board of the Town of Southold reserves the right to reject any and all RFPs and waive any and all infor- malities in any RFP should it be deemed in the best interest of the Town of South- old to do so All RFPs must be signed and sealed in envelopes plainly marked,"Sampling& Reporting",and submitted to the Office of the Town Clerk. Dated:November 4,2015 ELIZABETH A.NEVILLE SOUTHOLD TOWN CLERK 12501-1T 11/12 I . r;iiii"7, D&B ENGINEERS Ir AND 6.7• • ARCHITECTS P.C. 133c(_rosswty Park- ve, AYOo iOury, New York 1Y19;,'-2LYc 516-364-9E;90•718—a(-)0-3634• nx. 516-36 9U4` , :fib .y con- Board of Directors Henry).Chlupsa,PE..BCEE President&Chairmor. Steven A Fa'.gmann.PE.BCEE Executive Vice President Robert L Raab PE BCEE ccM SeniNovember 18, 2015 i�r Vic e President 1 Vice Presidents Rob I DeGiorgio.P.E.CPESC Senior Vice President Stephen M Dudar RE Dneor Ore President VIA OVERNIGHT MAIL �• Dennis F Koehler.P.E. RFLEwED C�J se,,,,,,„ Vice President Mr. James Bunchuck Ioseph H Marturano Senior Vice President Solid Waste Coordinator fii' . 5 JohnWilliam D.Merklin.P.E �"r" ^ U Sen;Or V,r e President. Southold Town Hall John Schreck PE 53095 Main Road .`.enior Vice President President ,SoutholdNY 11971 Senior Vice PresiSouthold Tow Brian M.Meith,P.E h Clerk Senior Vice President Richard M. Re: Response to Request for Proposals I Garrett M Byrnes.P.E Landfill Groundwater and Gas Sampling, Analysis, and Reporting Vice President Thomas P Fox P.G Town of Southold Solid Waste Management District Vice President Frank Genese.AIA Vice Presider it Dear Mr. Bunchuck: Michael Neuberger.P.E. Vice President Kenneth) Pritchard FE. In response to the Request for Proposals (RFP) dated November 10, 2015, D&B Vice President Engineers and Architects, P.C. (D&B) is pleased to submit our proposal for the I Theodore S Pytla'Jr V Charles) `Nachsmuth.dent landfill groundwater and gas sampling, analysis and reporting program associated Charles) PE with the Town of Southold's Landfill located in Cutchogue,New York. Vrce President Dir.of Architecture Michael P Sciarr ilo AIA.NCARB PROJECT BACKGROUND Senior Associates Ellen R DeOrsay Based on our review of the RFP, D&B understands that the Town of Southold (the Matthew R DeMinney.PE. Town) is seeking a qualified environmental consultant to perform periodic landfill gas y Prank ephAe M'ta groundwater and sampling, anal sis and reportingat their Southold Landfill in Joseph A Fioraliso P.E. Michael R.Hofgren accordance with New York State Department of Environmental Conservation 1 Christopher K°eget PE (CM Christopher M LeHanka (NYSDEC) requirements for solid waste facilities set forth in 6 NYCRR Part 360. The selected environmental consultant will perform the landfill groundwater and Richard W Lens P.E. Janes J.Magda gas sampling, analysis and reporting services for a minimum of four years Olga Mubarak-Jaramillo beginning in the fourth quarter of 2015. Philip R.Sachs.P.E. Daniel Shabat.PE D&B understands that there are a total of 12 groundwater monitoring wells that Associates will-be sampled on a semi-annual basis, and 15 landfill gas monitoring wells that Meredith A.Byers Anthony M.caniano will be sampled on a quarterly basis. The scope of work includes the laboratory Rudolph F Cannavale analysis of collected groundwater samples, data validation and the generation of Christopher W.Francis I Michele Miranda.Mastogelo semi-annual groundwater reports and quarterly landfill gas monitoring reports. Jamil anda.P.E- Roger W.Owens Steen E.Patak Robbin A.Petrella Edward) Reilly Michael G.Savarese.P.E Stephen E Tauss "50 Years of Facing Challenges,Finding Solutions... Since 1965" I 1 D&B ENGINEERS AND ARCHITECTS, P.C. I I Mr. James Bunchuck Page 2 Solid Waste Coordinator November 18, 2015 1 D&B has organized our proposal as follows: 1 • Qualifications • Technical Approach and Schedule I • Overview of the Project Team • Project Costs QUALIFICATIONS ID&B is a full-service environmental engineering consulting firm. D&B has been providing environmental consulting services for over 50 years, and has a staff of approximately 210 professional engineers., scientists and support personnel specializing in environmental projects. I The firm's multidisciplined staff includes civil, mechanical, chemical, environmental, sanitary, electrical and structural engineers, cost estimators, designers and CADD operators, geologists and hydrogeologists, environmental scientists and ecologists, risk analysts, quality assurance I specialists, health and safety specialists, citizen participation specialists, resident engineers, and construction inspectors. D&B's corporate headquarters is located in Woodbury, New York, with regional offices in East Syracuse and White Plains, New York, and South Plainfield, New Jersey. I D&B's corporate headquarters in Woodbury, New York, will be responsible for supporting the Town of Southold with this important environmental assignment. I As you are aware, D&B has successfully completed a number of assignments for the Town of Southold involving the 34-acre municipal solid waste landfill including: closure investigations, groundwater and gas monitoring well installation and sampling, landfill closure design and 1 construction management associated with the capping/closure of the landfill. Most recently. D&B has completed a successful four year term (2011 through 2015) providing landfill gas monitoring services to the Town. In addition, D&B successfully petitioned NYSDEC in 2015 to grant a 111 variance reducing the required frequency of groundwater sampling from quarterly to semiannually, which could result in approximately $500,000 in savings to the Town of Southold over the next 20 years of monitoring at the landfill. IIn_ addition to the Town of Southold, D&B has provided groundwater monitoring program services to numerous private sector clients, municipalities, town agencies and authorities, as well as federal and state agencies located throughout New York State. These services have been conducted at a wide variety of sites, including landfills, rail yards. electric substations, manufacturing facilities,petroleum storage facilities and former manufactured gas plant sites. The firm has performed groundwater monitoring services associated with site characterization projects, as well as environmental remediation projects. I I D&B ENGINEERS AND ARCHITECTS, P.C. I Mr. James Bunchuck Page 3 Solid Waste Coordinator November 18, 2015 1 As part of our groundwater monitoring programs, D&B performs data tabulation, validation and I evaluation as part of the preparation of periodic monitoring reports that are required by various regulatory agencies. D&B is experienced in using data management software packages such as EQuISTM and GIS/KeyTM to manage and graphically depict groundwater data in our monitoring reports. For a number of projects, D&B evaluates generated groundwater data to assess the rate of Inatural attenuation that is occurring within an organic groundwater plume. In addition, D&B employs a number of geochemical analytical techniques to determine the migration or attenuation of inorganic groundwater plumes typically associated with landfills. I D&B has over 25 years of experience in all phases of landfill development, design, operations, closure and related systems, including landfill gas and landfill gas condensate management I systems. As a result of our experience in landfill studies, design and construction inspection in New York State, we are thoroughly familiar with the requirements of the Part 360 Regulations arid the NYSDEC policies and procedures which govern development of new landfills, landfill I related systems and closure of former landfills. As a result of our landfill-related experience in New York State, we have an excellent working relationship with NYSDEC, both in the Albany and regional offices. IWe have included as Attachment A to this letter a brief summary of projects that D&B has completed or that are currently ongoing that focuses on monitoring activities at solid waste I facilities. While Attachment A is far from a complete listing of all monitoring projects completed by D&B in recent years, we believe that it provides sufficient detail to clearly demonstrate D&B's competency in the management and execution of the scope of work required as part of this RFP. As required by the RFP, Attachment A demonstrates that D&B has well over five years of experience in completing monitoring programs consistent with NYSDEC protocols and requirements. ITECHNICAL APPROACH AND SCHEDULE IProject Mobilization D&B understands that there are a total of 12 groundwater monitoring wells to be sampled semi- annually, and 15 landfill gas monitoring wells to be sampled quarterly as part of the RFP scope of work. The groundwater monitoring wells are constructed with 2-inch diameter PVC riser and well screen and are between 55 and 152 feet in depth. All groundwater sampling and reporting activities will be completed . in accordance with the . Town's. Groundwater Quality Assurance/Quality Control (QA/QC)Plan. I Prior to undertaking any field work, D&B will review our existing site-specific health and safety plan for the Southold Landfill and update it to include the most current information, such as emergency contact information, for use by our field sampling team, as needed. In addition, prior I I D&B ENGINEERS AND ARCHITECTS, P.C. I 111 Mr. James Bunchuck Page 4 Solid Waste Coordinator November 18, 2015 to starting the project, D&B will meet with the Town's landfill management team in order to plan Ithe work and to establish lines of communication between the Town and D&B. Groundwater Sampling IPrior to sampling, D&B will collect one round of synoptic water levels from all 12 monitoring wells. All wells will be purged using a submersible pump with purging between three and five casing volumes from each well prior to sampling. After the stabilization of recorded water quality Iparameters (including pH, conductivity, temperature and turbidity), D&B will collect the groundwater samples utilizing a dedicated hand bailer. ILandfill Gas Monitoring Each of the 15 landfill gas monitoring wells will be sampled utilizing a Landtec GEM 2000 Plus 1 landfill gas analyzer. D&B will measure the following parameters: temperature (Celsius), oxygen (%), carbon monoxide (parts per million or ppm), hydrogen sulfide (ppm) and combustible gas by percent of lower explosive limit (LEL). In addition, weather conditions such as ambient I temperature, wind direction and speed, sky condition and precipitation, will be documented during each sample round ILaboratory Analysis and Validation All data will be presented in the units designated by the methods specified by a NYSDOH ELAP I and CLP certified laboratory, and the 7/05 NYSDEC ASP. The laboratory will provide the results as a NYSDEC ASP Category B deliverable and in a NYSDEC EQuIS Electronic Data Deliverable (EDD). ID&B will prepare a Data Usability Summary Report (DUSR) for each sample round. The DUSR will be prepared by our on-staff NYSDEC-approved data validator by reviewing and evaluating I the analytical data, in accordance with the QA/QC Plan. The parameters to be evaluated in reference to compliance with analytical method protocols include all chain-of-custody forms, holding times, raw data (instrument print out data and chromatograms), calibrations, blanks, ' spikes. controls, surrogate:recoveries, duplicates and sample data. Field sampling notes will also be reviewed and any quality control problems will be evaluated as to their effect on the usability of the sample data. Reportiqg A bound report will be prepared for each semi-annual groundwater sampling event, and a letter report will be prepared for each quarterly gas monitoring event. In accordance with the RFP, each semi-annual groundwater report will include the following: I I D&B ENGINEERS AND ARCHITECTS, P.C. I I Mr. James Bunchuck Page 5 Solid Waste Coordinator November 18, 2015 I • A description of the sampling methods used for obtaining groundwater samples. I • A description/verification of the QA/QC procedure utilized by the laboratory and the chain of custody procedures utilized. • A figure showing the location of each of the monitoring wells sampled. • Field forms documenting well purging and sample collection. • A Data Usability Summary Report (DUSR) documenting the completion of data Ivalidation and the findings with regard to data usability. • A table or tables listing each monitoring well/sampling location, the date the sample I was obtained, and the value obtained for each parameter analyzed. Any value that exceeds NYSDEC Class GA drinking water standards must he noted as such. • A summary, with discussion, of the data with a comparison to the data from previous I rounds of sampling taken in conjunction with the Southold Landfill Remedial Investigation. I • A comparison of upgradient, sidegradient and downgradient chemical data. • Identification and discussion of real or apparent trends in the increase or decrease of chemical constituents over time at each sampled well and what this may indicate with 1 regard to the dynamics of groundwater impacts. The gas monitoring letter reports will include a description of the sampling methods used for I obtaining the landfill gas samples, a figure showing the location of each of the gas monitoring wells sampled, and a summary table of all recorded landfill gas and field measurements collected during the quarterly sample round. Each report will include a summary discussion of the data Iincluding a comparison to previous sample data. Schedule ID&B anticipates completing the sampling of all 12 monitoring wells within one day utilizing a one-man crew. D&B anticipates receiving all analytical data from the contract laboratory within two weeks of competing the sampling and will provide the Town with a draft semi-annual report within five weeks of completing the sampling. D&B anticipates completing the monitoring of all 15 landfill gas monitoring wells within one day utilizing a one-man crew. D&B will provide the Town with a draft quarterly report within two weeks of completing the sampling. ITherefore, D&B will easily meet the stated RFP deadlines with regard to report deliverables. I I D&B ENGINEERS AND.ARCHITECTS, P.C. Mr. James Bunchuck Page 6 Solid Waste Coordinator November 18, 2015 OVERVIEW OF THE PROJECT TEAM iIn order to undertake this project and satisfy the technical and administrative requirements described in the Town's RFP, we have assembled a unique team of experienced and highly qualified professionals within the firm. These individuals are thoroughly familiar with completing Imonitoring programs at solid waste facilities in accordance with NYSDEC requirements. The following is a summary of the key project staff and their roles and responsibilities. Note that if needed, D&B can provide full resumes for the following individuals. Mr. Thomas P. Fox will serve as Project Director for this important assignment. Mr. Fox is a Vice President with the firm and a registered Professional Geologist with over 25 years of I experience covering a broad range of groundwater monitoring programs, environmental investigation projects and remediation projects working for private and governmental clients. Mr. Fox has successfully completed a number of projects involving groundwater monitoring at solid I waste facilities including the East Northport Landfill and the Southampton Town Landfill. Mr. Fox has extensive experience in managing complex, multidisciplinary projects and has been involved in more than 150 environmental assessments, investigations and remediations of I commercial and industrial properties located throughout New York State. Mr. Fox will be responsible for the review of all documents before submission to the Town as well as ensuring that adequate resources are available to successfully complete the project. IServing as the firm's Project Manager for this assignment, Mr. Anthony M. Caniano will be responsible for the day-to-day management of the project and will communicate directly with the I Town's project manager. Mr. Caniano will be working daily with Mr. Fox to ensure that sampling activities are conducted efficiently and are adequately documented. Mr. Caniano has over 13 years of experience and currently serves as the project manager for the Town of Southold's I Landfill Gas Monitoring Program and the Town of Brookhaven's Landfill Groundwater Monitoring Program. I Edward J. Reilly, an Associate of the firm, will serve as the Senior Landfill Engineer for this project. Mr. Reilly has over 30 years of experience in all phases of landfill design, development, operation, closure and post closure monitoring and maintenance. Mr. Reilly's experience I involves work at more than 12 local municipal landfills in Suffolk County, Nassau County and New York City, including the Town of Southold's Landfill. Many of these activities involved leachate collection systems, landfill gas monitoring and landfill gas management systems, post- I closure monitoring and maintenance, groundwater remediation, as well as instruction of personnel. Mr. Reilly is well versed in the requirements of 6 NYCRR Part 360 and will oversee the preparation of reports. Report preparation will be the responsibility of Mr. Caniano and Mr. Paul Barusich, who both have extensive experience in the preparation of landfill monitoring program reports. The field sampler for the groundwater and gas sampling program will be Mr. Barusich, who is an t I I D&B ENGINEERS AND ARCHITECTS, P.C. 1 Mr. James Bunchuck Page 7 ISolid Waste Coordinator November 18, 2015 environmental scientist with D&B. Mr. Barusich has implemented groundwater and gas sampling programs for various projects in accordance with NYSDEC requirements and protocols, including Ithe gas sampling at the Southold Landfill and groundwater sampling associated with the Town of Brookhaven Landfill. IMs. Donna Brown will be the Quality Assurance Officer (QAO) for this project and responsible for laboratory coordination, data validation and preparation of the data validation/data usability section of the groundwater reports. Ms. Brown has over 15 years of experience as the QAO for Imany monitoring programs, including those conducted for landfills under the NYSDEC's 6 NYCRR Part 360 requirements. She is a NYSDEC-approved data validator. Ms. Brown is currently the QAO for the Post-Closure Groundwater Monitoring Program at the Blydenburgh 1 Road Landfill Complex and the Town of Brookhaven Landfill. PROJECT COSTS IIn accoidance with the Town's RFP, provided as Attachment B to this letter is D&B's completed "Contractor Cost Proposal — Semi-Annual Groundwater Schedule" and "Contractor Cost Proposal -- Quarterly Gas Monitoring Schedule" for our proposed costs from 2015 through 2019. 1 1 We appreciate the opportunity to present this proposal to you and look forward to continuing to I support the Town with respect to this important assignment. If you have any questions or require any additional information, or would like to meet to discuss our proposal, please contact us at (51 6) 364-9890, Ext. 3068. Iif Very tr •yours, p I l : 1 homas P.�o. , P.G. I Vice President TPF/AC/nc Enclosures cc: R. Walka T. Pytlar, Jr. ♦PT8002\TPF 11181 5 JB itr I 1 I I 1 . I I I ATTACHMENT A I PROJECT SUMMARIES SPECIFIC TO GROUNDWATER SAMPLING/LANDFILL MONITORING PROJECTS I 1 I I I I I I 1 IPROJECT SUMMARIES SPECIFIC TO GROUNDWATER MONITORING PROJECTS iD&B has historically and is currently conducting monitoring programs, involving sampling of groundwater monitoring wells, leachate collection and storage systems, data validation and Ianalysis (including assessment of historical trends), and preparation of monitoring reports at a number of landfills in New York State in conformance with NYSDEC 6 NYCRR Part 360 regulations. This includes our performance of the Post-Closure Monitoring Programs for the IBlydenburgh Road Landfill Complex and the Town of Brookhaven Landfill. In addition to these projects, we have also performed numerous groundwater sampling programs, including data validation and assessment, and report preparation, at other sites which were in compliance with INYSDEC requirements. These include over 100 Superfund sites located throughout New York State. 111 Examples of these projects, which have been or are currently being conducted on Long Island and in Suffolk County, are the following: Project: Part 360 Hydrogeologic Investigation and I Operational Monitoring Program Brookhaven Landfill - Cell 5 Brookhaven,New York IPeriod of Service: 1992-2002 I Contact: John Kowalchyk, Commissioner Department of Waste Management Town of Brookhaven I 1 Independence Hill Farmingville, New York 11738 (631) 451-6210 IEngineering Fee: $1,000,000 IKey Staff: Anthony Caniano (Project Manager) Steven Tauss (Geologist) Robbin Petrella(Quality Assurance Officer) ISummary Description: This project involved the preparation of a Hydrogeologic Investigation Work Plan; installation of groundwater monitoring wells; slug testing; Igeophysical survey; quarterly and semiannual sampling of groundwater monitoring wells; monthly groundwater level measurements; explosive gas survey; vector survey; leachate seep 1 survey; coordination with the driller, Town's contract analytical laboratory and Town personnel; data validation and analysis, including geochemistry, historical trends and vertical and horizontal Il 1 ♦PT8002\TPF111815_ATT 1_2 A-1 I , , I groundwater flow direction; preparation ofuarterl and annual q Y monitoring reports; and preparation of Interim and Operational IMonitoring Programs and a Contingency Plan. 1 Project: Part 360 Support 1 Brookhaven Landfill - Unified Monitoring Program Brookhaven,New York IPeriod of Service: 2002-Present Contact: Matt Miner, Commissioner I Department of Waste Management Town of Brookhaven 1 Independence Hill IFarmingville, NY 11738 (631)451-6224 IEngineering Fee: $400,000 Key Staff: Anthony Caniano (Project Manager) IPaul Barusich (Environmental Scientist) Keith Robins (Geologist) Donna Brown (Quality Assurance Officer) I SummaryDescri tion: The project involves successfully assisting the Town in developing g Part 360 operating permit variances for a unified monitoring program Ifor all of the various cells of the Town of Brookhaven Landfill. The approved variances resulted in an approximate 70% reduction in sampling, analytical and reporting costs. Subsequent associated tasks Iinvolved the development of an Environmental Monitoring Plan. Ongoing tasks involve the semiannual sampling of groundwater monitoring wells, leachate and surface water bodies. The analytical Idata are validated and assessments are made regarding historical trends and developed existing water quality values are evaluated with respect I to post-capping trends and integrity of the landfill liner systems. I I ill ♦PT8002\TPFI I I815_ATT 1_2 A-2 I . . I Project: Delineation of Leachate-Impacted Groundwater Plume ume Brookhaven Landfill IBrookhaven, New York Period of Service: 2008-Present IContact: Matt Miner, Commissioner Department of Waste Management ITown of Brookhaven 1 Independence Hill Farmingville, NY 11738 1 (631) 451-6224 I Engineering Fee: $200,000 I Key Staff: Anthony Caniano (Project Manager) Paul Barusich (Environmental Scientist) Keith Robins (Geologist) IRobbin Petrella(Quality Assurance Officer) Summary Description: This project involves the delineation of the leachate-impacted I groundwater plume downgradient of the landfill. A robust yet cost effective scope of work was developed. The work was successfully implemented under an aggressive schedule in order to provide timely I information to the Town, the public and regulatory agencies. To date, the delineation of the leachate plume has involved re-establishing the existing downgradient monitoring well network of over 100 wells, I rehabilitation and sampling of over 20 wells and completion of vertical profile groundwater probes. All analytical has been validated and presented in a report. I Project: Operating Permit Compliance Support ITown of Brookhaven Leaf Composting Facility Manorville,New York IPeriod of Service: 2002-Present Contact: Matt Miner, Commissioner IDepartment of Waste Management Town of Brookhaven 1 Independence Hill Farmingville, NY 11738 (631) 451-6224 1 1 ♦PT8002\TPF 111815_ATT 1_2 A-3 I . . Engineering Fee: $140,000 Key Staff: Anthony Caniano (Project Manager) Paul Barusich (Environmental Scientist) Keith Robins (Geologist) Donna Brown(Quality Assurance Officer) Summary Description: The project involves providing services required to aid the Town in complying with the requirements of the operating permit for the Manorville Leaf Composting Facility. The tasks involve sampling of groundwater, compost and surface water at, and in the vicinity of, the facility. The data are validated and presented in annual reports. The reports provide an evaluation of the data with respect to NYSDEC standards and guidance values, and historical trends. Project: Baseline and Post-Closure Groundwater Monitoring Program Blydenburgh Road Landfill Complex Islip,New York 111 Period of Service: 1996-Present ' Contact: Anthony Varrichio, P.E., Chief Engineer Islip Resource Recovery Agency 401 Main Street Islip,New York 11751 (631) 224-5644 Engineering Fee: $300,000 Key Staff: Keith Robins (Project Manager) Paul Barusich (Geologist) Donna Brown (Quality Assurance Officer) ' Summary Description: This project involved the preparation of a Post-Closure Groundwater Monitoring Program Sampling and Analysis Plan; quarterly sampling of groundwater monitoring wells and extraction wells (semiannually ' starting in 2006); collection of groundwater level measurements; coordination with the IRRA's contract analytical laboratory and IRRA personnel; data validation and analysis, including assessment of ' historical trends and groundwater flow direction; and preparation of semiannual and annual monitoring reports, and well condition reports. In addition, D&B is currently assisting the IRRA with negotiations with the USEPA and the NYSDEC regarding shutdown of the groundwater extraction and treatment system at the landfill. ♦PT8002\TPFI I1815_ATT I_2 A-4 1_ I . . I Project: Baseline and Post-Closure Groundwater Monitoring Program I Sonia Road Landfill Islip,New York IPeriod of Service: 2000-2007 Contact: Paul DiMaria, P.E. IEnvironmental Facilities Manager Town of Southampton Waste Management Division ISouthampton,NY 11968 IEngineering Fee: $260,000 Key Staff: Keith Robins (Project Manager) 1 Paul Barusich (Geologist) Robbin Petrella(Quality Assurance Officer) I Summary Description: This project involved the preparation of a Post-Closure Monitoring Program Sampling and Analysis Plan; preparation of a Health and Safety Plan; quarterly sampling of groundwater monitoring wells; I collection of quarterly groundwater level measurements; coordination with IRRA's contract analytical laboratory and IRRA personnel; data validation and analysis, including assessment of historical trends and I groundwater flow direction; and preparation of quarterly and annual monitoring reports, and well condition reports. Project: Sitewide Groundwater Monitoring Program Brookhaven National Laboratory IUpton, New York Period of Service: 1995-2005 IContact: William Dorsch, Project Manager Office of Environmental Restoration I Building 51 Brookhaven National Laboratory Upton, New York 11973 1 (631) 344-5186 Engineering Fee: $2,500,000 1 I ♦PT8002\TPF111815_ATT 1_2 A-5 I , . Key Staff: Steven Tauss (Project Manager) ) Anthony Caniano (Project Manager) IRobbin Petrella(Quality Assurance Officer) Summary Description: This project involved preparation of a Health and Safety Plan for Ichemical and radiological contamination; preparation of a Quality Assurance/Quality Control Plan; sampling of over 600 groundwater I monitoring wells on a quarterly basis; collection of groundwater level measurements from over 800 monitoring wells on a quarterly basis; and coordination with BNL's contract laboratory and BNL personnel. I Project: Part 360 Support and Landfill Expansion I Brookhaven Landfill - Cell 6 Brookhaven,New York IPeriod of Service: 2000-Present Contact: Matt Miner, Commissioner I Department of Waste Management Town of Brookhaven 1 Independence Hill I Farmingville,NY 11738 (631) 451-6224 IEngineering Fee: $750,000 Key Staff: Anthony Caniano (Project Manager) I Keith Robins (Geologist) Paul Barusich (Environmental Scientist) Donna Brown (Quality Assurance Officer) ISummary Description: This project involved providing support for the development of an Environmental Impact Statement that was successful in obtaining an I operating permit for the Cell 6 Landfill Expansion. A scope of work for a Hydrogeologic Investigation was developed and implemented, involving incorporation of hydrogeologic and analytical data derived I for Cell 5 and an evaluation of new groundwater, leachate and surface water analytical data. Other tasks of the project involved development and implementation of the Environmental Monitoring Plan and I Operational Monitoring Program for the landfill expansion. The analytical data were validated, presented and evaluated in quarterly monitoring reports, including assessment of the integrity of the landfill IIliner system and leachate. I I ♦PT8002\TPF1118I5_ATT 1_2 A-6 1 PROJECT SUMMARIES SPECIFIC TO LANDFILL MONITORING PROJECTS Project East Northport Landfill Remedial Investigation/Feasibility Investigation/FeasibilityStudy and Remedial Design Period of Service 1986 to 1998 S Client Contact Richard Koopman Deputy Director, Department of Environmental Control Town of Huntington 111 100 Main Street Huntington, New York 11743 ' Engineering Fee $350,000 (est.) Construction Fee N/A Key Staff David S. Glass (Project Manager), Edward Reilly (Project Engineer), Maria Wright (Project Engineer) and Mark Rauber(Project Engineer) tSummary Description Assignments included the performance of remedial investigations and feasibility studies related to subsurface groundwater and landfill gas conditions; preparation of Contract Documents and construction office services for the installation of the perimeter landfill gas control system; and monitoring of the perimeter landfill gas control system and ' associated landfill gas monitoring well clusters to determine the effectiveness of the system in controlling the off-site migration of landfill gases at and beyond the site property lines. ' Project Blydenburgh Road Landfill Complex Evaluation and Improvements to Landfill Gas Monitoring and Landfill Gas Condensate Management. Period of Service 1999 to 2003 Client Contact Paul DiMaria, P.E. Chief Engineer Islip Resource Recovery Agency 401 Main Street Islip,NY 11751 (631) 224-5644 ' Engineering Fee $285,000 IIIConstruction Fee $500,000 1 ♦PT8002\TPF 11 1815_ATT 1_2 A-7 I . IKey Staff Edward Reilly (Project Engineer) and Dennis Moran (Resident Engineer) ISummary Description Assignments included the evaluation of the adequacy of the existing landfill gas monitoring well array; preparation of Contract Documents Iand construction services for the installation of 19 landfill gas monitoring wells; investigation and evaluation of existing landfill gas condensate management systems and preparation of Contract IDocuments and construction services for the upgrade of the landfill gas condensate management system. IProject Sonia Road Landfill Remedial Investigation/Feasibility Study and Remedial Design (New York State Superfund Site and Title 3 Project) IPeriod of Service 1996 to present Client Contact Paul DiMaria, P.E. IChief Engineer Islip Resource Recovery Agency Town Hall Annex, Islip, NY 1 (516) 224-5644 Engineering Fee $400,000 IConstruction Fee $10,000,000 (est.) I Key Staff Edward Reilly (Project Engineer-Design), Maria Wright (Project Engineer-RI/FS) and Phil Sachs (Project Engineer-Design). I Summary Description This project involved preparation of RI/FS work plan, performance of a remedial investigation, preparation of a human health risk and environmental assessment, data validation, performance of a feasibility I study, development and implementation of a citizen participation plan, preparation of RI/FS reports, preparation of a Presumptive Remedy- Final Closure Plan, final designs and preparation of Plans and I Specifications (Contract Documents) for bidding purposes, and assistance during construction. Additional design services were provided for the management of landfill gas condensate and for remedial site improvements. III Project Brookfield Avenue Landfill Remedial Investigation/Feasibility Study Iand Remedial Design Period of Service 1994 to Present I III ♦PT8002\TPF111815_ATT 1.2 A-g i I . IClient Contact Henry Boucher, P.E., Project Manager Camp, Dresser and McKee IEdison, New Jersey (732) 225-7000 (D&B is a subconsultant to CDM on this project) IEngineering Fee $665,000 IConstruction Fee $100,000,000 (est.) Key Staff Edward Reilly (Project Engineer), Frank DeVita (Project Engineer), I Maria Wright (Project Engineer), Edward Aldrich (Project Hydrogeologist), Anthony Conetta (Citizen Participation Specialist) and Robert Heling (Associate Engineer) ISummary Description This project involved assistance in performance of a remedial investigation, development and implementation of a citizen I participation program and assistance in preparation of a feasibility study and end use plan. The design portion of the project includes on- site testing of landfill gas generation rates, preparation of a design I report and plans and specifidations for a landfill gas management system to address the 130-acre landfill. The design includes both horizontal and vertical landfill gas collection wells. IProject Blydenburgh Road Landfill Complex NYSDEC Air Emissions Permits for A, B and C Flares IPeriod of Service 1996 Client Contact Paul DiMaria, P.E. Chief Engineer Islip Resource Recovery Agency Town Hall Annex ' Islip, NY 11751 (631) 224-5644 IEngineering Fee $5,000 Construction Fee N/A IKey Staff Edward Reilly (Project Engineer) and Henry Kearney (Project Engineer) ISummary Description Preparation of NYSDEC Air Emission Permit applications in accordance with 6 NYCRR Part 201/212 for the permitting of the ' existing A, B and C Systems Landfill Gas Flares. 1 I ♦PT8002\TPF111815_ATT 1_2 A-9 i . . Project Capping/Closure of Phase II - Cell No. 6 Town of Smithtown Municipal Services Facility. Period of Service 1998 to present Client Contact Ted Sanford, P.E. Town Engineer Town of Smithtown 1 124 W. Main Street Smithtown, NY 11787 (631) 360-7550 Engineering Fee $262,000 Construction Fee $5,000,000 (est.) Key Staff Edward Reilly (Project Engineer) ' Summary Description Preparation of Closure Investigation, Final Closure Report and preparation of Contract Documents for the capping/closure of a 15-acre MSW landfill. Capping/closure features include a composite landfill capping system, storm water management and active landfill gas management with thermal destruction using an enclosed ground flare. ' Project Town of Smithtown Montclair Avenue Landfill. ' Period of Service 2002 to present Client Contact Russell Barnett, Director Town of Smithtown Department of Environment and Waterways 124 W. Main Street ' Smithtown,NY 11787 Engineering Fee $90,000 Construction Fee N/A Key Staff Edward Reilly (Project Engineer) ' Summary Description. This project involved site investigations, groundwater sampling and analysis, and evaluation/modification of landfill gas conditions in order to address and resolve outstanding issues pertaining to an Order on Consent. 1 ♦PT8002\TPF111815_ATT 1_2 A-10 . IProject Blydenburgh Road Landfill Baseline Groundwater Remediation Monitoring, Remedial Design and Construction Supervision IPeriod of Service 1994 to Present I Client Contact Paul DiMaria, P.E., Chief Engineer Islip Resource Recovery Agency Town Hall, Islip,New York I (516) 224-5644 Engineering Fee $791,000 IConstruction Fee $4,000,000 I Key Staff Robert Burns (Project Manager), Loren Lasky (Project Hydrogeologist), Gerald Gould (Modeler), Robbin Petrella (Quality Assurance Officer), Edward Reilly (Design Engineer) and Joseph IBaader(Resident Construction Supervisor). Summary Description This project involved preparation of a sampling and analysis plan, I performance of a groundwater monitoring program, preparation/update of a groundwater model, remedial design and remedial construction supervision of a groundwater extraction, treatment and recharge system. I I I 1 I I 1 I ♦PT8002\TPF1118I5_ATT I_2 A-11 I 1 ATTACHMENT B ' CONTRACTOR COST PROPOSAL-SEMI-ANNUAL GROUNDWATER SCHEDULE AND ' CONTRACTOR COST PROPOSAL-QUARTERLY GAS MONITORING SCHEDULE I I i II � i - - UN I MN MB ER NS 1111 1111 11111 OM OM MO MI 1111 1111 N gm mg gm Groundwater/Gas RFP Page 5 of 6 Southold Landfill November 2015 Town of Southold Solid Waste Management District RFP for Post-Closure Groundwater& Gas Sampling,Analysis and Reporting On the Southold Town Landfill CONTRACTOR COST PROPOSAL-SEMI-ANNUAL GROUNDWATER SCHEDULE Cost Per Event Sampling (Labor and Laboratory Total Per Item Quantity Units Expenses) Analysis Reporting Event Annual Total 2015 4in Qtr Baseline Event One Per Event $1,400.00 $3,907.00 $1,500.00 $6,807.00 $6,807.00 2016 2nd Qtr Baseline Event One Per Event $1,400.00 $3,907.00 $1,500.00 $6,807.00 $13,614.00 2016 4`" Qtr Baseline Event One Per Event $1,400.00 $3,907.00 $1,500.00 $6,807.00 2017 2nd Qtr 1 Baseline Event One Per Event $1,400.00 $3,907.00 $1,500.00 $6,807.00 $13,614.00 2017 4`" Qtr Baseline Event One Per Event $1,400.00 $3,907.00 $1,500.00 $6,807.00 2018 2nd Qtr Baseline Event One Per Event $1,400.00 $3,907.00 $1,500.00 $6,807.00 $13,614.00 2018 4-Qtr Baseline Event One Per Event $1,400.00 $3,907.00 $1,500.00 $6,807.00 2019 2nd Qtr Baseline Event One Per Event $1,400.00 $3,907.00 $1,500.00 $6,807.00 $13,614.00 2019 4`" Qtr Baseline Event One Per Event $1,400.00 $3,907.00 $1,500.00 $6,807.00 Grand Total (9 sampling events) $61,263.00 Proposal Submitted by: Firm Name: D&B Engineers &Architects, P.C. Auth. Agent: Thomas P. Fox / Address: 330 Crossways Park Drive Title: Vice Pre :, Woodbury, NY 11797 Signature: / . Date: 11// (J //c J PT8002\Semi-AnnualGWCost 2015 Proposal 1111111 MI OM SIM nil IMII IIIII Mil MIN MIIII NM MINI NISI ill MINI IMO mg Ns mg Groundwater/Gas RFP Page 6 of 6 Southold Landfill November 2015 Town of Southold Solid Waste Management District RFP for Post-Closure Groundwater& Gas Sampling, Analysis and Reporting On the Southold Town Landfill CONTRACTOR COST PROPOSAL -QUARTERLY GAS MONITORING SCHEDULE Cost Per Event Sampling (Labor and Total Per Item Quantity Units Expenses) Reporting Event Annual Total 2015 Event One Per Event $400.00 $350.00 $750.00 $750.00 2016 Event Four Per Event $400.00 $350.00 $750.00 $3,000.00 2017 Event Four Per Event $400.00 $350.00 $750.00 $3,000.00 2018 Event Four Per Event $400.00 $350.00 $750.00 $3,000.00 11 2019 Event Four Per Event $400.00 $350.00 $750.00 $3,000.00 Grand Total (17 quarters) - - - $12,750.00 Proposal Submitted by: Firm Name: D&B Engineers &Architects, P.C. Auth. Agent: Thomas P. Fox Address: 330 Crossways Park Drive Title: Vice Pr-f dent Aok Woodbury, NY 11797 ' �/ Signature: /` Date: 11/I r/iS PT8002\QuarterlyGasCost 2015 Proposal RECEIVED architects engineers 538 Broad Hollow Road,4' Floor East 631.756.8000 Melville, NY 11747 631.694.4122 Southold Town Clerk November 19, 2015 Mr. James Bunchuck Via Federal Express Solid Waste Coordinator Southold Solid Waste District 53095 Main Road Southold, New York 11971 Re: Cutchogue Landfill Monitoring Program Groundwater/Methane Gas Wells Proposal H2M Proposal No.: LP151336 Dear Mr. Bunchuck: Pursuant to your request for proposal (RFP) dated November 2015, H2M architects + engineers (H2M) is pleased to present this proposal for professional engineering services associated with the landfill monitoring program at the Cutchogue Landfill in Southold. The scope of work is as follows: • Collecting groundwater well samples on a semi-annual basis for the 12 wells identified in the RFP for up to a 4 year period. These samples will be analyzed at Pace Labs, Inc. of Melville, New York (NYSDOH Certification #10478). The parameters of the analysis will be the NYSDEC Part 360 Baseline Parameters twice per year. A semi-annual summary report will be prepared for submittal for the Town to forward to NYSDEC. ■ Collecting methane gas monitoring well air samples on a quarterly basis for the fifteen (15) wells identified in the RFP for up to a four (4) year period. The analysis will consist of oxygen, carbon monoxide, hydrogen sulfide, and explosive gases. A quarterly summary report will be prepared for submittal for the Town to forward to NYSDEC. I have enclosed a table of references which indicate H2M's experience in conducting projects of similar size and scope for this project. Our office had conducted the landfill monitoring program at the Cutchogue Landfill for the Town from 2005 to 2009. I have also enclosed Cost Proposal Tables which summarize the total annual cost of both the monitoring programs to include labor, travel, laboratory analysis, data validation and report preparation. Our office would be available to conduct the 4th quarter 2015 sampling round by the end of the year as long as we get authorization by December 11, 2015. It is assumed that the Town would award both the groundwater well and methane gas well monitoring programs as a combined contract. We look forward to provide our engineering services with the Town on this project and if any questions arise on the submittal please contact our office at 631-756-8000(x1610). Very truly yours, H2M architects + engineers 4/oheatme(,1 George . Desmarais, P.E. Vice President Enclosures J:\LPS\01 Melville\015100 Wastewater Engineering Q015113151336(Southold Solid Waste Dist_Cutchogue Landfill).doc �`H r 2 architects I- engineers M 175 Prnelawn Road,Ste 308 631.756 8000 Melville,NY 11747 631 393 6322 REFERENCES TOWN OF SOUTHOLD LANDFILL SAMPLING AND ANALYSIS PROGRAM 1. Town of Southold Solid Waste District PO Box 962 Cutchogue, New York 11935-0962 (631) 734-7685 James Bunchuck, Solid Waste Coordinator 2. Town of Clarkstown 10 Maple Avenue New City, New York 10956 (845) 639-2111 Ralph Lauria, Deputy Director, Department of Environmental Conservation 3. Town of Islip Resource Recovery Agency 401 Main Street Islip, New York 11751 (631) 224-5644 Anthony Varrichio, P.E., Chief Engineer 4. Haverstraw Joint Regional Sewerage Board One Ecology Lane West Haverstraw, New York 10993 (845) 429-5715 Patrick Brady, P.E. Executive Director 5. New York City Department of Sanitation - Edgemere Landfill 44 Beaver Street New York, New York 10004 (212) 837-8458 Ted Nabavi, Director of Post Closure Care HolzmachcY':OWONNI55'ShialERMA11-0413:RREFERENCES.doc -- --- Groundwater/Go,' RFP Page 5 of 6 Southold Landfill November MI5 Town of Southold Solid Waste Management District RFP For Post-Closure Groundwater Et Gas Sampling, Analysis, And Reporting On the Southold Town Landfill CONTRACTOR COST PROPOSAL - SEMI-ANNUAL GROUNDWATER SCHEDULE 1 i C Sampling I J (Labor and 1 Laboratory t Quantity Units Annual Total Expenses) Analysis Reporting Total Per Item Event(1) 2015 4thQtr One Per Event 6,018 777 1,404 8,199 8,199 Baseline Event 2016 2nd Qtr One Per Event 6,018 777 1,404 8,199 -- Baseline Event 2016 4th Qtr One Per Event 6,018 777 1,404 8,199 16,398 Baseline Event , 1 20177 Qtr One Per Event 6,018 777 1,404 8,199 -- Baseline Event 2017 4thQtr One Per Event 6,018 777 1,404 8,199 16,398 Baseline Event 2018 rd Qtr One Per Event 6,018 777 1,404 8,199 -- Baseline Event 2018 Lith Qtr One Per Event 6,018 777 1,404 8,199 16,398 Baseline Event 2019 rd Qtr One Per Event 6,018 777 1,404 8,199 -- Baseline Event 2019 4th Qtr One Per Event 6,018 777 1,404 8,199 16,398 Baseline Event Grand Total (9 4. sampling 73,791 events) : Proposal Submitted By: Notes: (1) Includes Data Validation Firm Name: H2M architects + engineers Authorized Agent (print name):GEORGE W. DESMARAIS, P.E. Address: 538 BROAD HOLLOW_ROAD Title: VICE PRESID NT 4TH FLOOR EAST 141"1/1°1:4Date.11 signature: /19/15 MELVILLE, NY 11747 (Attach any additional supportive statements or documentation as desired) f ir.Funduater/6iap; HIP Page 6 of 6 Southold Landfill 1 Nuveinhcr 2015 Town of Southold Solid Waste Management District RFP For Post-Closure Groundwater Sampling, Analysis, And Reporting On the Southold Town Landfill CONTRACTOR COST PROPOSAL - QUARTERLY GAS MONITORING SCHEDULE 1 Cost Per Event item EstimatedUnits 3 ! Annual Total Quantity E Sampling , (Labor and Expenses) Reporting Total Per Event 2015 Event one Per Event 109 251 360 360 2016 Event Four Per Event 409 ! 251 660 2,640 2017 Event ' Four Per Event 409 251 660 2,640 2018 Event Four Per Event 409 251 660 2,640 2019 Event Four Per Event 409 251 660 2,640 E Grand Total (17 ` quarters) 10,920 Proposal Submitted By: Firm Name: H2M architects + engineers Authorized Agent (print name):GEORGE W. DESMARAIS, P.E. Address: 538 BROAD HOLLOW ROAD VICE PRESIDENT Title: 4TH FLOOR EAST Signature: ffire ,, d Date:11/19/15 MELVILLE, NY 11747 (Attach any additional supportive statements or documentation as desired) .1 KBe :IL RECEIVED November 20, 2015 U LKB Proposal#095126 Southold Town Clerk Mr. James Bunchuck Solid Waste Coordinator Southold Town Hall 53095 Main Road Southold, NY 11971 Re: Proposal for Landfill Groundwater and Gas Sampling,Analysis,and Reporting Southold Town Landfill, Cutchogue, NY Dear Mr. Bunchuck, Lockwood, Kessler & Bartlett, Inc. (LKB) appreciates this opportunity to assist the Town with its post-closure environmental monitoring obligations at its landfill in Cutchogue. We are familiar with the site as a result of having provided the groundwater monitoring and reporting portion of the requested services since 2011 under a previous contract. LKB has also provided identical gas monitoring and reporting services at other local landfills. As such, we are confident that we can provide the highest level of services to the Town under the next contract, which combines the gas monitoring and groundwater monitoring scopes of work. Project Understanding and Approach The contract period will be for four years, from the fourth quarter of 2015 through 2019. Due to the short amount of time left in 2015, LKB can conduct this fourth quarter monitoring round with the approval of the Town Board. Groundwater samples are to be collected biannually for NYSDEC Part 360 baseline parameters, during the second and fourth quarters, from 12 wells at six locations. QA/QC Plan-related samples are also required. Samples are to be analyzed by an ELAP-certified environmental laboratory. Data shall be provided in both hard copy and EQuIS EDD formats. The usability of the data shall be verified. The results shall be compared to the NYSDEC Part 703 ambient water quality standards and guidance values for Class GA(potable)groundwater. LKB will provide the groundwater-monitoring services using the same methods and procedures successfully employed during the previous contract. Specifically, LKB will collect the samples using a decontaminated electric submersible pump, rather than the disposable bailer method cited in the QA/QC Plan. This updated approach eliminated the need to collect additional filtered samples for metals analyses, and provided more consistent and less turbid samples than the bailer method, used previously by others. This was instrumental in providing the Town with the stable/decreasing trend data it needed to obtain the recent reduction in monitoring frequency. Laboratory services will be provided by Spectrum Analytical, under a subcontract with LKB. Spectrum is an ELAP-certified environmental laboratory and has experience analyzing samples from this site. Data validation will be performed internally by t_KB. Lockwood, Kessler&Bartlett, Inc. One Aerial Way,Syosset,NY 11791 Phone:516.938.0600 Fax:516.931.6344 . Gas monitoring shall be performed quarterly at 15 gas wells located along the perimeter of the landfill. Each well will be tested for oxygen (%), carbon dioxide (ppm), methane (%LEL) and hydrogen sulfide (ppm). This monitoring will be performed using a calibrated GEM 2000 Plus meter. The results will be evaluated for compliance with NYSDEC Part 360 requirements. Reports will be provided in both hard copy and electronic (.pdf) formats to the Town and the NYSDEC. Groundwater results will be provided in the same formal report we used under the previous contract, which meets NYSDEC requirements. These reports will include a comparison of results to standards, and a comparison of downgradient results to upgradient results. Gas monitoring results will be provided separately, in letter-style reports. Data will also be provided in EQuIS Electronic Data Deliverable (EDD) format. LKB is a licensed user of the EQuIS program, Reports will be submitted within the time frames specified in the Town's RFP. Experience LKB has been providing landfill monitoring and reporting services to local municipal clients for over 40 years. The project descriptions below demonstrate our experience and current capabilities in this area. Southold Town Landfill, Cutchogue, NY LKB provided groundwater monitoring and reporting services during the last contract period. Services included updating the monitoring procedures to include collection of samples using submersible pumps rather than bailers, which provides more consistent, lower turbidity samples. LKB also developed a more reader-friendly and comprehensive report format for the Town. Our more consistent results and improved report format assisted the Town in obtaining the recent reduction in the frequency of monitoring from quarterly to semiannually. LKB has also developed an excellent working relationship with the current NYSDEC project manager for the site. 110 Sand Company Clean Fill Disposal Site, Melville, NY LKB has provided professional environmental engineering services to 110 Sand Company for its 286-acre clean fill disposal site since the 1980s. From 1995 to 2006, LKB performed the monthly gas monitoring and reviewed the quarterly groundwater-monitoring reports prepared by another consultant. In recognition of these services, in 2006, 110 Sand Company retained LKB to also provide the groundwater-monitoring services. Since 2006, LKB has provided both the landfill gas and groundwater-monitoring services for this site. Gas monitoring is performed monthly, and entails monitoring 10 perimeter gas wells and 55 points on the gas collection system for methane (%), hydrogen sulfide (ppm), carbon dioxide (%), oxygen (%) and differential pressure (inches H20) using a GEM 2000 Plus meter. LKB also designed the perimeter hydrogen sulfide monitoring system for the site, which consists of a series of fixed stations with telemetry-based reporting. Groundwater monitoring is performed three times per year, and entails sampling 25 wells ranging in depth from 100 to 500 feet in accordance with the site's NYSDEC-approved Environmental Monitoring Plan. Samples are analyzed by an ELAP-certified environmental laboratory, and the results are independently validated. LKB compares the results to NYSDEC Part 703 Class GA standards and guidance values, and to pre-operational water-quality data. LKB also conducts trend analyses and prepares detailed reports of the findings for submittal to the NYSDEC. EQuIS EDDs of the results are also prepared and submitted. Town of Oyster Bay Syosset Landfill, Syosset, NY Since the mid-1980s, LKB has provided consulting engineering services to the Town of Oyster Bay for the remedial investigation and design, construction administration and post-closure monitoring at this 38-acre landfill, which is a former federal Superfund site next to a public school. Since 2001, LKB has been providing quarterly Lockwood,Kessler&Bartlett, Inc. One Aerial Way,Syosset,NY 11791 Phone:516.938.0600 Fax:516.931.6344 gas monitoring and annual groundwater monitoring and reporting services for this site, and assisted the Town with getting the site de-listed from the NPL. Gas monitoring is performed for methane (%) at 58 perimeter gas wells and within the Town animal shelter using a combustible gas meter. LKB also performed several site-wide gas characterizations and impact modeling at this site to demonstrate to the USEPA, NYSDOH and NCDOH that the site does not have a significant impact on ambient air quality. Groundwater samples are collected from 11 on-site and off-site wells that range in depth from 150 to 500 feet using a site-specific purging and sampling protocol that LKB developed, which was approved by the USEPA. Samples are analyzed by a USEPA CLP environmental laboratory, and the results are independently validated. LKB compares the results to NYSDEC Part 703 Class GA standards and guidance values, as well as federal MCLS. LKB also conducts trend analyses and prepares detailed reports of the findings for submittal to the USEPA. EQuIS EDDs of the results are also prepared and submitted. Town of Islip Blydenburgh Road Landfill, Hauppauge, NY LKB has been performing quarterly monitoring of the landfill gas collection systems for Phases 1 and 2 of this Cleanfill landfill since 2007. A GEM 2000 Plus meter and Drager tubes are used to measure methane (%), oxygen (%), carbon dioxide (%), carbon monoxide (%) and hydrogen sulfide (ppm) concentrations, and differential pressure (inches H20) at approximately 45 locations along the collection system, and at the flare station. The results are used to assess the operation of the collection system and make recommendations for optimizing it to the Town. The findings are submitted in formal, written reports. Insurance LKB will provide the necessary insurance policies required by the Town. If selected, LKB will name the Town of Southold in the insurance policies, and provide copies to the Town prior to the start of work. The attached supporting documentation references the limits of coverage. Cost Proposal LKB's cost proposal, using the Town's Contractor Cost Proposal Forms, is attached to this letter-style proposal. Please contact me if you have any questions regarding the information contained in this proposal. Sincerely, Paul Lappano, PE, BCEE, LEED AP Vice President of Environmental Services Lockwood, Kessler&Bartlett, Inc. Lockwood,Kessler&Bartlett,Inc. One Aerial Way,Syosset,NY 11791 Phone:516.938.0600 Fax:516.931.6344 Groundwater/Gas RFP Page 5 of 6 Southold Landfill ' November 2015 . Town of Southold Solid Waste Management District RFP For Post-Closure Groundwater & Gas Sampling,Analysis,And Reporting On the Southold Town Landfill CONTRACTOR COST PROPOSAL- SEMI-ANNUAL GROUNDWATER SCHEDULE Cost Per Event Sampling il (Labor and Laboratory Quantity Units Expenses) Analysis Reporting Total Per Annual Total Item Event 2015 4tn Qtr One Per Event $2,050.00 $5,300.00 $650.00 $8,000.00 $8,000.00 Baseline Event 2016 2na Qtr One Per Event $2,050.00 $5,300.00 $650.00 $8,000.00 Baseline Event 2016 4'n Qtr One Per Event $2,075.00 $5,300.00 $650.00 $8,025.00 $16,025.00 Baseline Event 2017 2na Qtr One Per Event $2,100.00 $5,800.00 $675.00 $8,575.00 Baseline Event 2017 4tn Qtr One Per Event $2,100.00 $5,800.00 $675.00 $8,575.00 $17,150.00 Baseline Event 2018 2na Qtr One Per Event $2,150.00 $5,900.00 $700.00 $8,750.00 Baseline Event 20184m Qtr One Per Event $2,150.00 $5,900.00 $700.00 $8,750.00 $17,500.00 Baseline Event 20192na Qtr One Per Event $2,200.00 $6,100.00 $725.00 $9,025.00 Baseline Event 1 2019 4m Qtr One Per Event $2,200.00 $6,100.00 $725.00 $9,025.00 $18,050.00 Baseline Event Grand Total (9 $19,075.00 $55,500.00 $6,150.00 $76,725.00 $76,725.00 sampling events) Proposal Submitted By: I Firm Name: Lockwood, Kessler& Bartlett, Inc. (LKB) Authorized Agent (print name): Paul La_ppano1PEL3CEE, LEED AP Address: One Aerial Way Vice President of Environmental Services Title: Syosset, New York 11791 Signature: tet.. -,-- Date: //47 ,./.-' (Attach any additional supportive statements or documentation as desired) Groundwater/Gas RFP Page 6 of 6 Southold Landfill - November 2015 Town of Southold Solid Waste Management District RFP For Post-Closure Groundwater Sampling, Analysis, And Reporting On the Southold Town Landfill CONTRACTOR COST PROPOSAL - QUARTERLY GAS MONITORING SCHEDULE I I Cost Par Event I Item Estimated Units Sampling Annual Total Quantity (Labor and Expenses) Reporting Total Per Event 2015 Event one Per Event $350.00 $130.00 $480.00 $480.00 2016 Event Four Per Event $400.00 $130.00 $530.00 $2,120.00 2017 Event Four Per Event $415.00 $135.00 $550.00 $2,200.00 2018 Event Four Per Event $425.00 $140.00 $565.00 $2,260.00 2019 Event Four Per Event $435.00 $145.00 $580.00 $2,320.00 Grand Total (17 $7,050.00 $2,330.00 $9,380.00 $9,380.00 quarters) Proposal Submitted By: Firm Name: Lockwood, Kessler& Bartlett, Inc. (LKB) Authorized Agent (print name):_: Paul Laggano, PE, BCEE, LEED AP Address: One Aerial Way Vice President of Environmental Services Title: Syosset, New York 11791 "":Signature: 4-0e,..„..._., Date: ///,,/ice'" (Attach any additionalsupportive statements or documentation as desired) Groundwater/Gas RFP Page 1 of 6 Southold Landfill November 2015 Announcement of a REQUEST FOR PROPOSALS For LANDFILL GROUNDWATER AND GAS SAMPLING, ANALYSIS, AND REPORTING Town of Southold Solid Waste Management District [DUE DATE: Friday, November 20, 2015 - see page 4 for Submission Info] Objective and Scope The Town of Southold is required under New York State Department of Environmental Conservation (NYSDEC) Part 360 regulations to provide quarterly sampling and analysis of groundwater taken from 12 groundwater monitoring wells and 15 gas monitoring wells on the perimeter of the Town's capped municipal solid waste landfill in Cutchogue, NY. Through this RFP the Town of Southold seeks to engage a NYSDEC certified contractor to perform these services for a period of four (4) years beginning in the fourth quarter of calendar year 2015. Description of Work The work consists 1) of semi-annual sampling and analysis of groundwater from 12 wells, and 2) quarterly sampling and analysis of gas from 15 wells, around the landfill perimeter (see Attachments B and C - last two pages of this document) and the preparation of reports on the results of sampling for NYSDEC and the Town. The groundwater work will consist of two rounds of analysis for 6 NYCRR Part 360 Baseline Parameters per year, with reports to be prepared pursuant to the specifications in the Southold Landfill Groundwater QA/QC Plan, attached. All sample collection, field data collection, laboratory analysis, data validation and reporting shall be completed in strict accordance with the NYSDEC-approved Southold Landfill Groundwater QA/QC Plan, attached. The work will be accomplished one time in 2015 (4th quarter), and two times each in 2016, 2017, 2018 and 2019 (in the 2nd and 4th quarters of each year). Gas sampling will be conducted quarterly and will test for oxygen indicated in total % of gas, carbon monoxide indicated in parts per million (ppm), combustible gases indicated as of lower explosive limit (LEL), and hydrogen sulfide indicated in ppm for each well. Groundwater/Gas RFP Page 2 of 6 Southold Landfill November 2015 Responders To This RFP The Town seeks from responders quotes for costs, itemized per event and totaled as indicated on the Contractor Cost Proposal - Semi-Annual Groundwater Schedule (page 5) for conducting a total of nine semi-annual groundwater sampling events over the four-year span starting with the 4th quarter of 2015 through the 4th quarter of 2019, consisting, as noted above, of sampling, analysis, and reporting; along with quotes for costs, itemized per event and totaled as indicated on the Contractor Cost Proposal - Quarterly Gas Monitoring Schedule (page 6) for conducting a total of 17 quarterly gas sampling events. The Town intends to award a contract for the full four-year time span. Summary of Sampling Activity Groundwater sampling will be conducted consisting of analysis for 6 NYCRR Part 360 Baseline Parameters. All sampling activities must be completed in strict accordance with the attached NYSDEC-Approved QA/QC Plan, including but not limited to: • Equipment preparation and decontamination • Field instrument calibration and the documentation of the calibration • Purging a minimum 3 well volumes from each well prior to sampling with pumping rates not exceeding 5 gallons per minute (gpm) • Utilizing calibrated water quality meters to document field parameters and the stabilization of these parameters prior to sample collection • Documenting field sampling and field parameter stabilization with the use of the attached well sampling form • Collection of filtered groundwater samples for metals analysis when necessary due to sample turbidity • Collection of groundwater samples using dedicated hand bailers • Collection of required QA/QC samples including trip blanks and MS/MSDs • Sample labeling, preparation, preservation, chain of custody and shipping See required Field Management Forms provided in Section 1.21 of Appendix B, attached. Note that in accordance with Section 8.0 of the QA/QC Plan, the Town will elect to perform a field audit at any time during the completion of field activities to ensure compliance with the Scope of Work and the QA/CQ Plan. Data Reporting/Deadlines A bound report must be prepared for each groundwater sampling event, a letter report for each gas sampling event. The groundwater report must include, at a minimum, the information listed below. A copy of each report must be provided to the Town of Southold Solid Waste Management District and the DEC Region 1 Office not more than 45 calendar days after the sampling has occurred, and not later than the 20th day of the third month of the subject calendar quarter (i.e., reports must be submitted by the 20th day of March, June, September, and December). Groundwater/Gas RFP Page 3 of 6 Southold Landfill November 2015 Required Groundwater Sampling Report Information: • A description of the sampling methods used for obtaining groundwater samples • A description/verification of the QA/QC procedure utilized by the laboratory.A description/verification of the chain of custody procedures utilized. • A figure showing the location of each of the monitoring wells sampled. • Field forms documenting well purging and sample collection • A Data Usability Summary Report (DUSR) documenting the completion of data validation and the findings with regard to data usability • A table or tables listing each monitoring well/sampling location, the date the sample was obtained, and the value obtained for each parameter analyzed. Any value that exceeds NYSDEC Class GA drinking water standards must be noted as such. • A summary, with discussion, of the data with a comparison to the data from previous rounds of sampling taken in conjunction with the Southold Landfill Remedial Investigation. • A comparison of upgradient, side gradient and downgradient chemical data. • Identification and discussion of real or apparent trends in the increase or decrease of chemical constituents over time at each sampled well and what this may indicate with regard to the dynamics of groundwater impacts. See Section 1.21 in the attached Southold Landfill QA/QC Plan for sample forms to assist in compiling this information. Data Usage The data generated from the field sampling program will be used to evaluate the effectiveness of the landfill closure in accordance with Part 360. In addition, data will be used to monitor health and safety of workers at the site and the health and safety of persons off-site. Southold Landfill Groundwater QA/QC Plan This Plan, attached, details all procedural and reporting requirements that must be strictly followed for the proper completion of services requested in this RFP. The Plan also includes water quality analysis tables and sample forms to assist with data compiling and reporting. The Town WILL perform field audits of sampling activities to ensure adherence to the Scope of Work and the QA/QC Plan. Groundwater/Gas RFP Page 4 of 6 Southold Landfill November 2015 General/Miscellaneous Requirements • The selected contractor must provide a certificate of appropriate insurance coverage. • The selected contractor must pay the current prevailing wage as it applies. • The laboratory used must be ELAP certified by the New York State Department of Health and USEPA CLP certified. • All laboratory data must be provided as a NYSDEC ASP Category B Deliverable and in NYSDEC Electronic Data Deliverable (EDD) EQuIS deliverable format. • The selected contractor must have on staff or as a subconsultant a qualified data validator that will perform data validation of laboratory data for this project in accordance with the QA/QC Plan. • ALL RESPONDERS must demonstrate competency in performing water sampling of this nature, and must show verification of at least 5 years of experience in groundwater sampling pursuant to NYSDEC regulations in their proposal. Submission of Proposal Submissions in response to this solicitation should consist of completed CONTRACTOR COST PROPOSAL FORM(S) (pages 5 & 6 of this Announcement) and cover letter, to be mailed or hand-delivered to the Southold Town Hall, 53095 Main Road, Southold, NY 11971, Att: James Bunchuck, on or before Friday, November 20, 2015. Responders may also submit additional supportive statements or information at their discretion. Questions concerning this RFP may be referred to James Bunchuck at (631) 734-7685. Groundwater/Gas RFP Page 5 of 6 Southold Landfill November 2015 Town of Southold Solid Waste Management District RFP For Post-Closure Groundwater £t Gas Sampling, Analysis, And Reporting On the Southold Town Landfill CONTRACTOR COST PROPOSAL - SEMI-ANNUAL GROUNDWATER SCHEDULE Cost Per Event Sampling (Labor and Laboratory Quantity I Units Expenses) Analysis Reporting Total Per Annual Total Item Event 2015 4th Qtr One Per Event Baseline Event 2016 2nd Qtr One Per Event Baseline Event 2016 4th Qtr One Per Event Baseline Event 2017 2nd Qtr One Per Event Baseline Event 2017 4th Qtr One Per Event Baseline Event 2018 2nd Qtr One Per Event Baseline Event 2018 4th Qtr One Per Event Baseline Event 2019 2nd Qtr One Per Event Baseline Event 2019 4th Qtr One Per Event Baseline Event Grand Total (9 sampling events) Proposal Submitted By: Firm Name: Authorized Agent (print name): Address: Title: Signature: Date:- (Attach ate--(Attach any additional supportive statements or documentation as desired) Groundwater/Gas RFP Page 6 of 6 Southold Landfill November 2015 Town of Southold Solid Waste Management District RFP For Post-Closure Groundwater Sampling, Analysis, And Reporting On the Southold Town Landfill CONTRACTOR COST PROPOSAL - QUARTERLY GAS MONITORING SCHEDULE Cost Per Event Item Estimated Units I Sampling Annual Total Quantity (Labor and Expenses) Reporting Total Per Event 2015 Event one Per Event 2016 Event Four Per Event 2017 Event Four Per Event 2018 Event Four Per Event 2019 Event Four Per Event 1. Grand Total (17 quarters) Proposal Submitted By: Firm Name: Authorized Agent (print name): Address: Title: Signature: Date:- (Attach any additional supportive statements or documentation as desired) STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) ELIZABETH A. NEVILLE, Town Clerk of the Town of Southold, New York being duly sworn, says that on the 10th day of November , 2015, she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's l3ulletin Board, 53095 Main Road, Southold, New York. RFP Groundwater Monitoring Elizabeth A. Neville Southold Town Clerk Sworn before me this 10th day of November , 2015. •1 t1r1 asear„ otary Public LYNDA M. RUDDER Notary Public,State of NevVitnt No.01RU6020932 Qualified in Suffolk County Commission Expires March 8,2012, LEGAL NOTICE REQUEST FOR PROPOSALS NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR THE FOLLOWING: NOTICE IS HEREBY GIVEN that the Town of Southold Solid Waste Management District is seeking a qualified bidder for Landfill Groundwater And Gas Sampling, Analysis, and Reporting. Request for Proposal (RFP) specifications are available at the Town Clerk's office during regular business hours, Monday thru Friday, 8:00 am to 4:00 pm. The sealed RFP will be received by the Southold Town Clerk, at the Southold Town Hall, 53095 Main Road, PO Box 1179, Southold, New York 11971, until 2:00 P.M., Friday, September 20, 2015 at which time they will be opened and read aloud in public. The Town Board of the Town of Southold reserves the right to reject any and all RFPs and waive any and all informalities in any RFP should it be deemed in the best interest of the Town of Southold to do so All RFPs must be signed and sealed in envelopes plainly marked, "Sampling & Reporting", and submitted to the Office of the Town Clerk. Dated: November 4, 2015 ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK * * * PLEASE PUBLISH ON NOVEMBER 12, 2015, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH A. NEVILLE, TOWN CLERK, TOWN HALL, 53095 MAIN ROAD, PO BOX 1179, SOUTHOLD, NY 11971. Copies to the following: Suffolk Times Town Board Members Town Attorney Comptroller DSW Dodge Reports Burrelle's Information Data Construction Town Clerk's Bulletin Board APPENDIX B QUALITY ASSURANCE/QUALITY CONTROL PLAN ♦1314\F1230212.doc(R03) SOUTHOLD LANDFILL QUALITY ASSURANCE/QUALITY CONTROL PLAN TABLE OF CONTENTS Section Title Page 1.0 QUALITY ASSURANCE/QUALITY CONTROL PLAN 1-1 1.1 Objective and Scope 1-1 1.2 Data Usage 1-1 1.3 Sampling Program Design and Rationale 1-1 1.4 Analytical Parameters 1-2 1.5 Data Quality Requirements and Assessment 1-2 1.5.1 Data Representativeness 1-11 1.5.2 Data Comparability 1-11 1.5.3 Data Completeness 1-12 1.6 Detailed Sampling Procedures 1-12 1.6.1 Sample Identification 1-14 1.6.2 Sample Handling,Packaging and Shipping 1-14 1.6.3 Groundwater(Monitoring Well) 1-15 1.7 Decontamination Procedures 1-16 1.7.1 Field Decontamination Procedures 1-17 1.7.2 Decontamination Procedure for Drilling 1-17 1.7.3 Decontamination Procedure for Sampling Equipment 1-18 1.7.4 Decontamination Procedure for Well Casing/Screen and Development Equipment 1-18 1.8 Laboratory Sample Custody Procedures 1-19 1.9 Field Management Documentation 1-19 1.9.1 Location Sketch 1-20 1.9.2 Sample Information Record 1-20 1.9.3 Chain of Custody 1-21 1.9.4 Split Samples 1-22 1.9.5 Field Log Book 1-23 1.9.6 Daily Field Activity Report 1-24 1.9.7 Field Changes and Corrective Actions 1-24 1.10 Calibration Procedures and Preventive Maintenance 1-24 1.11 Performance of Field Audits 1-25 1.12 Control and Disposal of Contaminated Material 1-25 1.13 Documentation, Data Reduction and Reporting 1-25 1.14 Data Validation 1-26 1.15 Performance and System Audits 1-27 1.16 Corrective Action 1-27 1.17 Trip Blanks(Travel Blanks) 1-27 ♦1314\A0314301.doc i TABLE OF CONTENTS (continued) Section Title Page 1.18 Field Blanks (Field Rinsate Blank)/Equipment Blanks 1-28 1.19 Matrix Spikes/Matrix Spike Duplicates and Spiked Blanks 1-29 1.20 Method Blanks 1-29 1.21 Field Management Forms 1-31 Test Pit/Trench Log Boring Log Well Construction Log Sample Location Sketch Sample Information Record Receipt for Samples Form Daily Field Activity Report Field Change Form Daily Equipment Calibration Log Air Monitoring Form 1.23 NYSDEC Sample Identification, Preparation and Analysis Summary Forms 1-32 1.24 Field Audit Form 1-33 List of Attachments Part 360 Water Quality Analysis Tables A List of Tables 1-1 Summary of Monitoring Parameters 1-3 1-2 Data Quality Requirements 1-8 1-3 Operations and Maintenance Sampling Matrix 1-13 ♦1314W0314301.doc ii 1.0 QUALITY ASSURANCE/QUALITY CONTROL PLAN 1.1 Objective and Scope The objective of this project is to provide post closure monitoring of the Southold Landfill. The post closure monitoring program includes groundwater monitoring. The purpose of this Quality Assurance/Quality Control (QA/QC) Plan is to develop and describe the detailed sample collection and analytical procedures that will ensure high quality, valid data for use during post closure monitoring. 1.2 Data Usage The data generated from the field sampling program will be used to evaluate the effectiveness of the landfill closure in accordance with Part 360. In addition, data will be used to monitor health and safety of workers at the site and the health and safety of persons off-site. 1.3 Sampling Program Design and Rationale The following presents a general discussion of the sampling to be conducted during year 1 of post closure monitoring. • Groundwater: Four rounds of 12 groundwater samples will be collected. Each round will consist of one sample from each of the six newly installed wells and the six existing wells. For a discussion of the sampling program and sample locations, see Section 4.0 of the Manual. •1314W0314302.doc(R02) 1-1 1.4 Analytical Parameters The first round of samples will be analyzed for Baseline Parameters as defined in 6 NYCRR Part 360-2.11(c)(6) "Water Quality Analysis Table" (see Attachment A). The subsequent rounds of sampling will be collected at three-month intervals and analyzed for Routine Parameters as described in 6 NYCRR Part 360-2.11(c)(6) "Water Quality Analysis Table" (see Attachment A). If turbidity of a groundwater sample is greater than 50 NTUs, the sample will be filtered for dissolved metals analyses. In such instances both filtered and unfiltered samples will be analyzed for dissolved and total metals, respectively. Table 1-1 presents a summary of the parameters/sample fractions to be analyzed together with the sample location, type of sample, sample matrix, number of samples, frequency of sample collection, type of sample container, method of sample preservation, holding time and analytical method. 1.5 Data Quality Requirements and Assessment Data quality requirements and assessments are provided in the 6/00 NYSDEC ASP, which includes the detection limit for each parameter and sample matrix. Note that quantification limits, estimated accuracy, accuracy protocol, estimate precision and precision protocol are determined by the laboratory and will be in conformance with the requirements of the 6/00 NYSDEC ASP, where applicable. Table 1-2 presents a summary of the data quality requirements. In addition to meeting the requirements provided in the 6/00 NYSDEC ASP, the data must also be useful in evaluating the nature and extent of contamination. Data obtained during post closure monitoring will be compared to specific SCGs. The SCGs to be utilized include: Matrix SCG Groundwater Division of Water Technical and Operational Guidance Series (TOGs) (1.1.1) - Ambient Water Quality Standards and Guidance Values, dated June 1998. ♦1314W0314302.doc(R02) 1-2 Table 1-1 SOUTHOLD LANDFILL POST CLOSURE MONITORING SUMMARY OF MONITORING PARAMETERS Number of Container Sample Maximum Sample Location Sample Type Sample matrix Sample Fraction Samples* Frequency* Type/Size/No. Preservation Holding Time** Analytical Method Monitoring Wells Grab Groundwater Total Kjeldahl 12 4 Plastic/1 Liter/1 H2SO4 to pH<2 26 days 6/00 NYSDEC ASP (Six new wells,six Nitrogen ICHEM 300 Cool to 4°C Method 351.1 existing wells) or equivalent Grab Groundwater Ammonia 12 4 Plastic/1 Liter/1 H2SO4 to pH<2 26 days 6/00 NYSDEC ASP ICHEM 300 Cool to 4°C Method 350.1 or equivalent Grab Groundwater Nitrate 12 4 Plastic/100 m1/1 Cool to 4°C 24 hours 6/00 NYSDEC ASP ICHEM 300 Method 9200 or equivalent Grab Groundwater Chemical Oxygen 12 4 Glass/500 m1/1 H2SO4 to pH<2 26 days 6/00 NYSDEC ASP Demand ICHEM 300 Cool to 4°C Method 410.1 or equivalent Grab Groundwater Biochemical Oxygen 12 4 Glass/500 m1/1 Cool to 4°C 24 hours 6/00 NYSDEC ASP Demand ICHEM 300 Method 405.1 or equivalent Grab Groundwater Total Organic 12 4 Glass/500 m1/1 HCI to pH<2 26 days 6/00 NYSDEC ASP I Carbon ICHEM 300 Cool to 4°C Method 9060 or equivalent Grab Groundwater Total Dissolved 12 4 Plastic/500 m1/1 Cool to 4°C 7 days 6/00 NYSDEC ASP Solids ICHEM 300 Method 160.1 or equivalent Grab Groundwater Sulfate 12 4 Plastic/500 m1/1 Cool to 4°C 26 days 6/00 NYSDEC ASP ICHEM 300 Method 9035 or equivalent Grab Groundwater Alkalinity 12 4 Plastic/500 m1/1 Cool to 4°C 12 days 6/00 NYSDEC ASP ICHEM 300 Method 310.1 or equivalent Grab Groundwater Total Phenols 12 4 Glass/1 Liter/1 0.008%Na2S203 28 days 6/00 NYSDEC ASP ICHEM 300 Cool to 4°C Method 420.1 or equivalent ♦1314\A0314302.doc(R02) 1-3 Table 1-1 (continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING SUMMARY OF MONITORING PARAMETERS Number of Container Sample Maximum Sample Location Sample Type Sample matrix Sample Fraction Samples* Frequency* Type/Size/No. Preservation Holding Time** Analytical Method Grab Groundwater Chloride 12 4 Plastic/500 m1/1 Cool to 4°C 26 days 6/00 NYSDEC ASP ICHEM 300 Method 9250 or equivalent Grab Groundwater Bromide 12 4 Plastic/500 mUl Cool to 4°C 26 days 6/00 NYSDEC ASP ICHEM 300 Method 320.1 or equivalent Grab Groundwater Total Hardness as 12 4 Plastic/500 m1/1 HNO3 to pH<2 6 months 6/00 NYSDEC ASP CaCO3 ICHEM 300 Cool to 4°C Method 130.1 or equivalent Grab Groundwater Color 12 1 Plastic/500 m1/1 Cool to 4°C 24 hours 6/00 NYSDEC ASP ICHEM 300 Method 110.1 or equivalent Grab Groundwater Volatile Organics 12 1 Glass,clear/ Cool to 4°C*** 7 days for 6/00 NYSDEC ASP 40 m1/2 analysis Method EPA SOW ICHEM 300 OLM04.2 or equivalent Grab Groundwater Metals 12 4 Plastic/ HNO3 to pH<2 26 days for 6/00 NYSDEC ASP 1 Liter/1 Cool to 4°C Hg analysis, Method EPA SOW ICHEM 300 6 months ILM04.0 or equivalent for analysis of others Grab Groundwater Cyanide 12 1 Plastic,clear/ NaOH to pH>12 12 days for 6/00 NYSDEC ASP 250 m1/1 Cool to 4°C analysis Method 335.2 ICHEM 300 or equivalent *Four rounds of sampling with 12 samples per round being collected. **Holding times as listed for each method in Exhibit D of the 6/00 NYSDEC ASP and based upon VTSR(Verified Time of Sample Receipt). ***Samples are not to be preserved to pH<2. ♦1314\A0314302.doc(R02) 1-4 Table 1-1 (continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING SUMMARY OF MONITORING PARAMETERS Number of Container Sample Maximum Sample Location Sample Type Sample matrix Sample Fraction Samples Frequency Type/Size/No. Preservation Holding Time* Analytical Method Site/Study Area Trip Blank Water Volatile Organics 1** 1 Glass,clear/ Cool to 4°C*** 7 days for 6/00 NYSDEC ASP 40 ml/2 analysis Method USEPA SOW ICHEM 300 OLMO4.2 series or equivalent *Holding times as listed for each method in Exhibit D of the 6/00 NYSDEC ASP and based upon VTSR(Verified Time of Sample Receipt). **One trip blank will accompany each shipment of aqueous samples requiring volatile organic analysis. ***Samples are not to be preserved to pH<2. ♦1314\A0314302.doc(R02) 1-5 Table 1-1 (continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING SUMMARY OF MONITORING PARAMETERS Number of Container Sample Maximum Sample Location Sample Type Sample matrix Sample Fraction Samples Frequency Type/Size/No. Preservation Holding Time* Analytical Method Site/Study Area Matrix Spike and Surface water/ Total Kjeldahl t_** 4 Plastic/1 Liter/I H2SO4 to pH 26 days 6/00 NYSDEC ASP � Matrix Spike Groundwater Nitrogen ICHEM 300 Cool to 4°C Method 351.1 Duplicate or equivalent Matrix Spike and Surface water/ Ammonia 1** 4 Plastic/1 Liter/1 H2SO4 to pH<2 26 days 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Cool to 4°C Method 350.1 Duplicate or equivalent Matrix Spike and Surface water/ Nitrate 1** 4 Plastic/100 m1/1 Cool to 4°C 24 hours 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Method 9200 ' Duplicate or equivalent Matrix Spike and Surface water/ Chemical Oxygen 1** 4 Glass/500 m1/1 H2SO4 to pH<2 26 days 6/00 NYSDEC ASP Matrix Spike Groundwater Demand ICHEM 300 Cool to 4°C Method 410.1 Duplicate or equivalent Matrix Spike and Surface water/ Biochemical Oxygen 1** 4 Glass/500 m1/1 Cool to 4°C 24 hours 6/00 NYSDEC ASP Matrix Spike Groundwater Demand ICHEM 300 Method 405.1 Duplicate or equivalent Matrix Spike and Surface water/ Total Organic 1** 4 Glass/500 m1/1 HCl to pH<2 26 days 6/00 NYSDEC ASP Matrix Spike Groundwater Carbon ICHEM 300 Cool to 4°C Method 9060 Duplicate or equivalent Matrix Spike and Surface water/ Total Dissolved l** 4 Plastic/500 m1/1 Cool to 4°C 7 days 6/00 NYSDEC ASP Matrix Spike Groundwater Solids ICHEM 300 Method 160.1 Duplicate or equivalent Matrix Spike and Surface water/ Sulfate 1** 4 Plastic/500 m1/1 Cool to 4°C 26 days 6/00 NYSDEC ASP I Matrix Spike Groundwater ICHEM 300 Method 9035 Duplicate or equivalent Matrix Spike and Surface water/ Alkalinity 1** 4 Plastic/500 m1/1 Cool to 4°C 12 days 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Method 310.1 Duplicate or equivalent Matrix Spike and Surface water/ Total Phenols 1** 4 Glass/1 Liter/1 0.008%Na2S202 28 days 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Cool to 4°C Method 420.1 Duplicate or equivalent .1314\A0314302R .doc 2h o > 1-6 Table 1-1 (continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING SUMMARY OF MONITORING PARAMETERS Number of Container Sample Maximum Sample Location Sample Type Sample matrix Sample Fraction Samples Frequency Type/Size/No. Preservation Holding Time* Analytical Method Site/Study Area Matrix Spike and Surface water/ Chloride 1,0* 4 Plastic/500 ml/I Cool to 4°C 26 days 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Method 9250 Duplicate or equivalent Matrix Spike and Surface water/ Bromide 1** 4 Plastic/500 m1/1 Cool to 4°C 26 days 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Method 320.1 Duplicate or equivalent Matrix Spike and Surface water/ Total Hardness as 1•• 4 Plastic/500 m1/1 HNO3 to pH<2 6 months 6/00 NYSDEC ASP Matrix Spike Groundwater CaCO3 ICHEM 300 Cool to 4°C Method 130.1 Duplicate or equivalent Matrix Spike and Surface water/ Color 1** 1 Plastic/500 m1/1 Cool to 4°C 24 hours 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Method 110.1 Duplicate or equivalent Matrix Spike and Surface water/ Volatile Organics 1** 1 Glass,clear/ Cool to 4°C*** 7 days for 6/00 NYSDEC ASP Matrix Spike Groundwater 40 ml/3 analysis Method USEPA SOW Duplicate ICHEM 300 OLM04.2 series or equivalent Matrix Spike and Surface water/ Metals 1** 4 Plastic/IL/1 HNO3 to pH<2 26 days for 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Cool to 4°C Hg analysis, Method USEPA SOW Duplicate series or 6 months for ILM04.0 equivalent analysis of others Matrix Spike and Surface water/ Cyanide 1** 1 Plastic/IL/1 NaOH to pH>12 12 days for 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Cool to 4°C analysis Method 335.2 Duplicate series or equivalent *Holding times as listed for each method in Exhibit D of the 6/00 NYSDEC ASP and based upon VTSR(Verified Time of Sample Receipt). **One set of MS/MSD for each round of sampling based upon 12 groundwater samples collected per round. ***Samples are not to be preserved to pH<2. ♦13141A0314302.doc R02 ( ) 1-7 r Table 1-2 1 SOUTHOLD LANDFILL POST CLOSURE MONITORING DATA QUALITY REQUIREMENTS Parameter Sample Matrix CRDL*(up/1) Estimated Accuracy Accuracy Protocol Estimated Precision Precision Protocol Volatile Organics Liquid 5-10 0.87-2.48 ug/1 Vol.IB,Chapter 4, 0.11 -4.00 ug/1 Vol.IB,Chapter 4, 5-10 Method 8240,Table 7 Method 8240,Table 7 1 Metals(except cyanide) Liquid 0.2-5000 -- Vol.IA,Chapter 3, -- Vol.IA,Chapter 3, 0.2-5000 Method 6010**,Table 4 Method 6010**, Table 4 Cyanide Liquid 10 85%- 102% Vol.IC,Chapter 5, ±0.02 mg/1 Vol.IC,Chapter 5, 10 of recovery Method 9010 Method 9010 *Contract Required Detection Limits **and SW-846 Methods for: Method Mercury 7470 ♦1314\A0314302.doc(R02) 1-8 Table 1-2 (continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING DATA QUALITY REQUIREMENTS OBJECTIVES FOR PRECISION, ACCURACY AND COMPLETENESS Matrix/Parameter Precision(%) Accuracy(%) Groundwater VOCs(a) See Table 1-2a See Table 1-2a Metals(b) f 25% 75-125 NOTES: (a) Accuracy will be determined as percent recovery of surrogate spike compounds and matrix spike compounds. Surrogate and matrix spike compounds for VOCs are listed in Table 1-2a.Precision will be estimated as the relative standard deviation of the percent recoveries per matrix. (b) Accuracy will be determined as percent recovery of matrix spikes when appropriate or the percent recovery of a QC sample if spiking is inappropriate. Precision will be determined as relative percent difference of matrix spike duplicate samples, or duplicate samples if spiking is inappropriate. (°) Precision will be determined as the average percent difference for replicate samples. Accuracy will be determined as the percent recovery of matrix spike samples or laboratory control samples,as appropriate. Source: NYSDEC ASP •1314\A03 143 02.do c(R02) 1-9 Table 1-2a SOUTHOLD LANDFILL POST CLOSURE MONITORING DATA QUALITY REQUIREMENTS ACCURACY REQUIREMENTS FOR VOC Spike Recovery Limits(%) Water Surrogate Compound Toluene-d8 88-110 4-Bromofluorobenzene 86-115 1,2-Dichloroethane-d4 76-114 Matrix Spike Compound 1,1-Dichloroethene 61-145 Trichloroethane 71-120 Chlorobenzene 75-130 Toluene 76-125 Benzene 76-127 Source: NYSDEC ASP. ♦1314\A0314302.doc(R02) 1-10 The methods of analysis will be in accordance with the 6/00 NYSDEC ASP. Specific analytical procedures and laboratory QA/QC descriptions are not included in this QA/QC plan, but will be available upon request from the laboratory selected to perform the analyses. The laboratory will be New York State Department of Health (NYSDOH) Environmental Laboratory Approved Program (ELAP) certified for organic and inorganic analyses, and also USEPA CLP certified. 1.5.1 Data Representativeness Representative samples will be collected as follows: • Groundwater (Monitoring Well)- Samples will be obtained after the monitoring well has beenpurged of three to five well casing volumes and field measurements (pH, conductivity, temperature and turbidity) have stabilized, or until the well is purged dry (whichever occurs first) and allowed to recharge. Samples will be collected with a dedicated polyethylene bailer. • Equipment Calibration- Field equipment used for field measurements will be calibrated daily before use according to the manufacturer's procedures. • Equipment Decontamination-Nonsterile sampling equipment will be decontaminated prior to use at each location according to the NYSDEC approved procedures described. on Section 1.8 of this QA/QC Plan. 1.5.2 Data Comparability All data will be presented in the units designated by the methods specified by a NYSDOH ELAP and CLP certified laboratory, and the 6/00 NYSDEC ASP. In addition, sample locations, collection procedures, and analytical methods from earlier studies will be evaluated for comparability with current procedures/methods. •1314\A0314302.doc(R02) 1-1 1 L - 1.5.3 Data Completeness The acceptability of 100% of the data is desired as a goal for this project. The acceptability of less than 100% complete data, meeting all laboratory QA/QC protocols/ standards, will be evaluated on a case-by-case basis. 1.6 Detailed Sampling Procedures Groundwater samples will be collected from different locations as part of the post closure monitoring for the Southold Landfill. Sample locations will consist of monitoring wells. Sampling procedures and equipment are described in this section. A summary of the sampling program, including sample media, locations, depths, equipment, rationale and analytical parameters is provided in Table 1-3. Sample collection will be performed in conformance with procedures described in Section 1.6.3. The materials involved in groundwater sampling are critical to the collection of high quality monitoring information, particularly where the analyses of volatile, pH sensitive or reduced chemical constituents are of interest. Sterile disposable polyethylene bailers will be utilized for this project. There will be several steps taken after the transfer of the water sample into the sample container that are necessary to properly complete collection activities. Once the sample is transferred into the appropriate container, the container will be capped and, if necessary, the outside of the container will be wiped with a clean paper towel to remove excess sampling material. The container will not be submerged in water in an effort to clean it. Rather, if necessary, a clean paper towel moistened with distilled/deionized water will be used. The sample container will then be properly labeled. Information such as sample number, location, collection time and sample description will be recorded in the field logbook. Associated forms (e.g., Chain of Custody forms) will then be completed and will stay with the sample. The samples will be packaged in a manner that will allow the appropriate storage temperature (4°C) ♦1314\A0314302.doc(R02) 1-12 1 r Table 1-3 SOUTHOLD LANDFILL POST CLOSURE MONITORING SAMPLING MATRIX Environmental f Number of Program Element I I Media Sample Type/Depth I Samples Equipment Sample Analyses I Groundwater Sampling Groundwater At surface of water in well after 12 Disposable polyethylene bailer. Baseline Parameters (Round 1) purging well. Groundwater Sampling Groundwater At surface of water in well after 12 Disposable polyethylene bailer. Routine Parameters (Rounds 2-4) purging well. Trip Blanks Aqueous Laboratory provided distilled water. 1* Sample supplied by laboratory. TCL VOC+ 10. Matrix Spike/Matrix Aqueous Surface water and groundwater 1** Sample container or disposable Baseline/Routine Spike Duplicates (split of sample). polyethylene bailer. Parameters Note: No field blanks will be collected in accordance with New York State Department of Environmental Conservation guidance. *One trip blank will accompany each shipment of aqueous samples requiring volatile organic compound analysis. **One MS/MSD for each media for every 20 samples collected or one every 2 weeks if fewer than 20 samples. ♦1314\A0314302.doc(R02) 1-13 to be maintained during shipment to the laboratory. Samples will be delivered to the laboratory within 48 hours of collection. 1.6.1 Sample Identification All samples collected during post closure monitoring at the Southold Landfill Site will be labeled with a sample identification code. The code will identify the sample location, sample matrix and series numbers for sample locations with more than one sample. Samples will be labeled according to the following system: • Sample Location: - Monitoring Well "MW" • Sample Matrix: - Water"W" • Sample Number: - For circumstances where more than one sample of the same type and/or from the same location will be collected, a consecutive sample number will be assigned. • Quality Assurance/ - Trip Blank"TB" Quality Control (QA/QC): - Matrix Spike "MS" - Matrix spike duplicate"MSD" Based upon the above sample identification procedures, an example of a sample label may be: Sample Location QA/QC MW-W-1-MS Sample Matrix Sample Number 1.6.2 Sample Handling, Packaging and Shipping All analytical samples will be placed in the appropriate sample containers as specified in the 6/00 NYSDEC ASP. The holding time criteria identified in Volume I for the individual methods of the ASP will be followed, as specified in Table 1-1. •1314\A03 143 02.doc(R02) 1-14 Prior to packaging any samples for shipment, the sample containers will be checked for proper identification and compared to the field logbook for accuracy. The samples will then be wrapped with a cushioning material and placed in a cooler (or laboratory shuttle) with a sufficient amount of bagged ice or "blue ice" packs in order to keep the samples at 4°C until arrival at the laboratory. All necessary documentation required to accompany the sample during shipment will be placed in a sealed plastic bag and taped to the underside of the cooler lid. The cooler will then be sealed with fiber (duct) tape, and custody seals will be placed in such a manner that any opening of the cooler prior to arrival at the laboratory can be detected. All samples will be shipped to ensure laboratory receipt within 48 hours of sample collection in accordance with NYSDEC requirements. The laboratory will be notified prior to the shipment of the samples. 1.6.3 Groundwater(Monitoring Well) 1. Be certain that the sample location is noted on Location Sketch (see Section 1.9). 2. Measure the depth of water using a decontaminated water level indicator and compute the volume of standing water in the well. 3. Remove three to five times the volume of standing water from the well until field measurements (pH, conductivity, temperature, and turbidity) stabilize, or until the well is dry, whichever occurs first, with a submersible pump. (Turbidity must be less than 50 NTUs prior to collection of a sample for metals analysis. Greater than 50 NTUs may require filtering of the sample or waiting a maximum of 24 hours for the turbidity to decrease.) 4. Remove the laboratory precleaned sample containers from sample cooler, label container with an indelible marker, fill out Sample Information Record and Chain of Custody Form (see Section 1.9). 5. Obtain a sample by using the disposable polyethylene bailer. The order to which the samples are collected is: VOCs,metals,cyanide, and wet chemistry parameters. ♦1314\A0314302.doc(R02) 1-15 6. If the turbidity exceeds 50 NTUs, then the well should be sampled for all constituents except metals. The well can rest for a maximum of 24 hours until a turbidity reading is less than 50 NTUs, once less than 50 NTUs, the metals sample can be collected. 7. If it is determined in consultation with the NYSDEC that filtering of the sample is necessary (i.e., through direction from NYSDEC or after waiting a maximum of 24 hours), first collect an unfiltered sample in a sample container, replace the cover on the sample container and label the sample. Next, pour an appropriate amount of the remaining sample from the bailer into a second sample container through a filter medium (0.45 microns) to remove particulates from suspension. Replace the cover on the sample container and label the sample. The turbidity of both the filtered and unfiltered sample will be recorded at the time of collection. 8. Gently pour the sample into the sample container taking care not to spill on outside of bottle or overfill container and replace cover on the sample container. Samples for volatile organic analyses, will have no air space in the sample vial prior to sealing. This is done by filling the vial such that there is a meniscus on top. Carefully, slide the septum, Teflon side down, onto the top of the vial and cap the vial. Check for bubbles by turning the vial upside down and tapping it lightly. If bubbles appear, reopen the vial, remove the septum and add more sample (or resample). Replace the septum,recap and check for bubbles. Continue until vial is bubble-free. 9. Return sample container to sample cooler. 10. Dispose of bailer. 11. Place disposable personal protective equipment into a 55-gallon drum. 1.7 Decontamination Procedures All field sampling equipment should be sterile and dedicated to a particular sampling point. In instances where this is not possible, a field cleaning (decontamination) procedure will be used in order to reduce the chances of cross contamination between sample locations. A decontamination station will be established for all field activities. This will be an area located away from the source of contamination so as not to adversely impact the decontamination procedure, but close enough to the sampling area to keep equipment handling to a minimum. ♦1314\A0314302.doc(R02) 1-16 1.7.1 Field Decontamination Procedures All nondisposable equipment will be decontaminated at appropriate intervals (e.g., prior to initial use, prior to moving to a new sampling location and prior to leaving the site). Different decontamination procedures are used for various types of equipment that perform the field activities as discussed below. When using field decontamination, it is advisable to start sampling in the area of the site with the lowest contaminant probability and proceed through to the areas of highest suspected contamination. 1.7.2 Decontamination Procedure for Drilling All equipment such as drill rigs, backhoes and other mobile equipment should receive an initial cleaning prior to use at the site. The equipment will then be decontaminated prior to leaving the site and each time it returns on-site. Unless otherwise specified and approved, all wash/rinse solutions should be collected and contained on-site. The actual fate of this material will be determined after review of analytical data generated from samples and on-site discharge impacts have been evaluated. After the initial washing, cleaning may be reduced to those areas that are in close proximity to materials being sampled. Drill rig items such as auger flights, drill rods, and drill bits are to be cleaned in between sample locations. All decontamination generated wastes will be contained in 55-gallon drums and stored in the designated area. Drilling equipment will be decontaminated in the following manner: • Scrub all surfaces thoroughly with nonresidual nonionic anionic detergent (such as alconox) and tap water using a brush to remove particulate matter or surface film. This is necessary in order to remove any solids buildup on the back of the rig, auger flights, drill rods, drilling head, etc. Any loose paint chips, paint flakes and rust must also be removed. •1314\A0314302.doc(R02) 1-17 • Steam clean(212°F). 1.7.3 Decontamination Procedure for Sampling Equipment Teflon, PVC, polyethylene, polystyrene and stainless steel sampling equipment decontamination procedures will be the following: • Wash thoroughly with nonresidual nonionic anionic detergent (such as alconox) and clean potable tap water using a brush to remove particulate matter or surface film. • Rinse thoroughly with tap water. • Rinse thoroughly with distilled water. • Rinse in a well ventilated area with methanol (pesticide grade) and air dry. • Rinse thoroughly with distilled water and air dry. • Wrap completely in clean aluminum foil with dull side against the equipment. For small sampling items, such as scoops, decontamination will take place over a drum specifically used for this purpose. The first step, a soap and water wash, is to remove all visible particulate matter and residual oils and grease. This is followed by a tap water rinse and a distilled/deionized water rinse to remove the detergent. Next, a high purity solvent rinse is designated for trace organics removal. Methanol has been chosen because it is not an analyte of concern in the TCL. The solvent must be allowed to evaporate and then a final distilled/deionized water rinse is performed. This rinse removes any residual traces of the solvent. The aluminum wrap protects the equipment and keeps it clean until it is used at another sampling location. 1.7.4 Decontamination Procedure for Well Casing/ Screen and Development/Purging Equipment Field cleaning of well casing and screen should consist of a manual scrubbing to remove foreign material and steam cleaning, inside and out,until all traces of oil and grease are removed. If precleaned certified well casing and screen can be obtained from the manufacturer this would ♦ 13 14\A03 1 43 02.doc(R02) 1-18 also be acceptable. This material should then be stored in such a manner so as to preserve it in this condition. Special attention to threaded joints may be necessary to remove cutting oil or weld burn residues. Materials and equipment that will be used within the monitoring well casing for the purposes of well development and purging shall also be decontaminated. The submersible pump will be decontaminated by the following procedures: 1. Place pump in a water solution of an nonionic anionic surfactant solution (such as unscented Tide or Alconox) solution and wash the outside of the pump with a scrub brush. 2. Pump approximately five gallons of the wash solution through the pump. 3. Place pump in bucket of clean water and pump out five gallons of water. 4. Wipe down the cable with deionized water and a paper towel. 5. Decontamination water will be disposed of on-site. 1.8 Laboratory Sample Custody Procedures A NYSDOH ELAP and CLP certified laboratory meeting the requirements for sample custody procedures, including cleaning and handling sample containers and analytical equipment will be used. The laboratory's Standard Operating Procedures (SOPS) will be available upon request. 1.9 Field Management Documentation Proper management and documentation of field activities is essential to ensure that all necessary work is conducted in accordance with the sampling plan and QA/QC Plan in an efficient and high quality manner. Field management procedures include following proper chain of custody procedures to track a sample from collection through analysis, preparing a Location Sketch, completing Sample Information Record Forms, Chain of Custody Forms maintaining a ♦1314\A0314302.doc(R02) 1-19 1 - daily Field Log Book, preparing Daily Field Activity Reports, completing Field Change Forms and filling out a Daily Air Monitoring Form. Copies of each of these forms are provided in Section 1.21. Proper completion of these forms and the field logbook are necessary to support the consequent actions that may result from the sample analysis. This documentation will support that the evidence was gathered and handled properly. 1.9.1 Location Sketch Each sampling point shall have its own location sketch (found in Section 1.21) with permanent references, to the maximum extent practicable. 1.9.2 Sample Information Record At each sampling location, the Sample Information Record Form is filled out and maintained including,but not limited to, the following information: • Site name • Sample crew • Sample location • Field sample identification number • Date • Time of sample collection • Weather conditions • Temperature • Sample matrix • Method of sample collection and any factor that may affect its quality adversely • Well information(groundwater only) • Field test results •1314\A0314302.doc(R02) 1-20 • Constituents sampled • Remarks (Sample Compositing Information) 1.9.3 Chain of Custody The Chain of Custody (COC) is initiated at the laboratory with bottle preparation and shipment to the site. The COC remains with the sample at all times and bears the name of the person assuming responsibility for the samples. This person is tasked with ensuring secure and appropriate handling of the bottles and samples. When the form is complete, it should indicate that there were no lapses in sample accountability. A sample is considered to be in an individual's custody if any of the following conditions are met: • It is in the individual's physical possession, or • It is in the individual's view after being in his or her physical possession, or • It is secured by the individual so that no one can tamper with it, or • The individual puts it in a designated and identified secure area. In general, COC Forms are provided by the laboratory contracted to perform the analytical services. At a minimum,the following information shall be provided on these forms: • Project name and address • Project number • Sample identification number • Date • Time • Sample location • Sample type •1314\A0314302.doc(R02) 1-21 • Analysis requested • Number of containers and volume taken • Remarks • Type of waste • Sampler(s)name(s) and signature(s) • Spaces for relinquished by/received by signature and date/time. For this particular study, forms provided by the laboratory will be utilized. A copy of this form is contained in Section 1.21. The COC Form is filled out and signed by the person performing the sampling. The original of the form travels with the sample and is signed and dated each time the sample is relinquished to another party, until it reaches the laboratory or analysis is completed. The field sampler keeps one copy and a copy is retained for the project file. The sample container must also be labeled with an indelible marker with a minimum of the following information: • Sample number • Analysis to be performed • Date of collection • Compositing information A copy of the completed form is returned by the laboratory with the analytical results. 1.9.4 Split Samples Whenever samples are being split with another party, a Receipt for Samples Form must be completed and signed. A copy of this form can be found in Section 1.21. A copy of the COC Form will accompany this form. The present work plan does not provide for split samples. •1314\A0314302.doc(R02) 1-22 1.9.5 Field Log Book Field logbooks must be bound and should have consecutively numbered, water resistant pages. All pertinent information regarding the site and sampling procedures must be documented. Notations should be made in logbook fashion, noting the time and date of all entries. Information recorded in this notebook should include, but not be limited to, the following: The first page of the log contains the following information: • Project name and address • Name, address and phone number of field contact • Waste generator and address, if different from above • Type of process (if known), generating waste • Type of waste • Suspected waste composition, including concentrations Daily entries are made for the following information: • Purpose of sampling • Location of sampling point • Number(s) and volume(s)of sample(s)taken • Description of sampling point and sampling methodology • Date and time of collection, arrival and departure • Collector's sample identification number(s) • Sample distribution and method of storage and transportation • References, such as sketches of the sampling site or photographs of sample collection •1314\A0 14302.d o c R 2 3 0 ( > 1-23 • Field observations, including results of field analyses (e.g., pH, temperature, specific conductance), water levels, drilling logs, and organic vapor and dust readings • Signature of personnel responsible for completing log entries. 1.9.6 Daily Field Activity Report At the end of each day of field work, the Field Operations Manager, or designee, completes this form noting personnel on-site and summarizing the work performed that day, equipment, materials and supplies used, results of field analyses, problems and resolutions. This form is then signed and is subject to review. A copy of the Daily Field Activity Report form is contained in Section 1.21. 1.9.7 Field Changes and Corrective Actions Whenever there is a required or recommended investigation/sampling change or correction, a Field Change Form must be completed by the Field Operations Manager and approved by the Town. 1.10 Calibration Procedures and Preventive Maintenance The following information regarding equipment will be maintained at the project site: 1. Equipment calibration and operating procedures, which will include provisions for documentation of frequency, conditions, standards and records reflecting the calibration procedures, methods of usage and repair history of the measurement system. Calibration of field equipment will be done daily at the sampling site so that any background contamination can be taken into consideration and the instrument calibrated accordingly. 2. Critical spare parts, necessary tools and manuals will be on hand to facilitate equipment maintenance and repair. •1314\A0314302.doc(R02) 1-24 Calibration procedures and preventive maintenance, in accordance with the NYSDEC 6/00 ASP, for laboratory equipment is contained in the laboratory's SOPs and is available upon request. 1.11 Performance of Field Audits During field activities, the QA/QC officer may accompany sampling personnel into the field to verify that the site sampling program is being properly implemented and to detect and define problems so that corrective action can be taken. All findings will be documented and provided to the Field Operations Manager. A copy of Field Audit form is in Section 1.23. 1.12 Control and Disposal of Contaminated Material During sampling of the monitoring wells, water will be generated from purging. Specifically, all water associated with the wells will be disposed of on-site. Decontamination water will also be disposed of on-site. In general, soiled personal protective equipment (PPE) and disposable sampling equipment (i.e., bailers, tongue depressors, scoops) will be considered solid waste and contained and disposed off-site. If hazardous waste contamination of PPE or disposable equipment is suspected, due to elevated measurements of screening instruments, visual observations, odors or other means, PPE and equipment will be drummed and secured on-site until a hazardous waste determination can be made. Once a determination has been made, an approved disposal method will be employed. 1.13 Documentation,Data Reduction and Reporting A NYSDOFI ELAP and CLP certified laboratory meeting requirements for documentation, data reduction, and reporting will be used. All data will be cataloged according to sampling locations and sample identification nomenclature which is described in Section 1.6.1 of the QA/QC plan. •1314\A0314302.doc(R02) 1-25 NYSDEC "Sample Identification and Analytical Requirement Summary" and "Sample Preparation and Analysis Summary" forms (for VOC Analysis, B/N-A Analysis, Pesticides/PCB Analysis and Inorganic Analysis) will be completed and included with each data package. These forms are contained in Section 1.22. The sample tracking forms are required and supplied by the 6/00 NYSDEC ASP. 1.14 Data Validation As described in Section 1.13 above, summary documentation regarding data validation will be completed by the laboratory using NYSDEC forms contained in Section 1.22, and submitted with the data package. A Data Usability Summary Report (DUSR) will be prepared instead of full data validation. The DUSR is prepared by reviewing and evaluating the analytical data. The parameters to be evaluated in reference to compliance with analytical method protocols include all chain-of-custody forms, holding times, raw data (instrument print out data and chromatograms), calibrations, blanks, spikes, controls, surrogate recoveries, duplicates and sample data. If available, field sampling notes should also be reviewed and any quality control problems should be evaluated as to their effect on the usabilityof the sample data. The DUSR shall describe the samples and analysis parameters reviewed. Data deficiencies, analytical protocol deviations and quality control problems shall be described and their effect on the data discussed. Re-sampling and re-analysis recommendations will be made, if necessary. Data qualifications are documented for each sample analyte following the NYSDEC ASP 6/00 guidelines. •1314\A0314302.doc(R02) 1-26 1 1.15 Performance and System Audits A NYSDOH ELAP and CLP certified laboratory, which has satisfactorily completed performance audits and performance evaluation samples shall be used. 1.16 Corrective Action A NYSDOH ELAP and CLP certified laboratory shall meet the requirements for corrective action protocols, including sample "clean up" to attempt to eliminate/mitigate "matrix interference." The 6/00 NYSDEC ASP protocols include both mandatory and optional sample cleanup and extraction methods. Florisil column cleanup is required for the pesticide/PCB fraction of both soil and water samples. There are several optional cleanup and extraction methods noted in the 6/00 NYSDEC ASP protocol. These include: Silica gel column cleanup, acid-base partition, steam distillation and sulfuric acid cleanup for PCB analysis. It should be noted, that if these optional cleanup and extraction methods are requested by NYSDEC, holding time requirements should not be exceeded due to negligence of the laboratory. However, subsequent to selection of the analytical laboratory for this project, a meeting will be scheduled among representatives of the NYSDEC, the Town and the laboratory to discuss these issues and establish procedures to ensure good and timely communications among all parties. 1.17 Trip Blanks (Travel Blanks) The primary purpose of this type of blank is to detect additional sources of contamination that might potentially influence contaminant values reported in actual samples both quantitatively and qualitatively. The following have been identified as potential sources of contamination: ♦1314\A0314302.doc(R02) 1-27 • Laboratory reagent water • Sample containers • Cross contamination in shipment • Ambient air or contact with analytical instrumentation during preparation and analysis at the laboratory • Laboratory reagents used in analytical procedures A trip blank consists of a set of 40 ml sample vials filled at the laboratory with laboratory demonstrated analyte free water. Trip blanks should be handled, transported and analyzed in the same manner as the samples acquired that day, except that the sample containers themselves are not opened in the field. Rather, they just travel with the sample cooler. Trip blanks must accompany samples at a rate of one per shipment. The temperature of the trip blanks must be maintained at 4°C while on-site and during shipment. Trip blanks must return to the laboratory with the same set of bottles they accompanied in the field. The purpose of a trip blank is to control sample bottle preparation and blank water quality as well as sample handling. Thus, the trip blank travels to the site with the empty sample bottles and back from the site with the collected samples in an effort to simulate sample handling conditions. Contaminated trip blanks may indicate inadequate bottle cleaning or blank water of questionable quality. Trip blanks are implemented only when collecting water samples, and analyzed for volatile organic compounds only (i.e., baseline sampling). 1.18 Field Blank(Field Rinsate Blank)/Equipment Blank Field blanks will not be required for this project, since disposable bailers are being utilized for sample collection. *1314\A0314302.doc(R02) 1-28 1.19 Matrix Spikes/Matrix Spike Duplicates and Spiked Blanks Matrix spike (MS), matrix spike duplicates (MSD), and matrix spike blanks (MSB) samples are quality control procedures, consistent with 6/00 NYSDEC ASP specifications, used by the laboratory as part of its internal QA/QC program. The MS and MSD are aliquots of a designated sample (water or soil), which are spiked with known quantities of specified compounds. They are used to evaluate the matrix effect of the sample upon the analytical methodology as well as to determine the precision of the analytical method used. A MSB is an aliquot of analyte-free water,prepared in the laboratory, and spiked with the same solution used to spike the MS and MSD. The MSB is subjected to the same analytical procedure as the MS/MSD and used to indicate the appropriateness of the spiking solution by calculating the spike compound recoveries. The procedure and frequency regarding the MS, MSD and MSB are defined in the 6/00 NYSDEC ASP. Site specific MS and MSDs should be collected at a frequency of one per 20 samples or every 7 days (one for each sample delivery group), for each sample matrix collected (i.e., water, soil, etc.). The laboratory is required to analyze an MSB at the same frequency as the MS/MSD. 1.20 Method Blanks A method blank is an aliquot of laboratory water or soil, which is spiked with the same internal and surrogate compounds as the samples. Its purpose is to define and determine the level of laboratory background contamination. Frequency, procedure and maximum laboratory containment concentration limits are specified in the 6/00 NYSDEC ASP as follows: The laboratory shall prepare and analyze one laboratory reagent blank (method blank) for each group of samples of a similar matrix (for water or soil samples), extracted by a similar method (separatory funnel, continuous liquid extraction or sonication) and a similar concentration level (for volatile and semivolatile soil samples only) for the following, whichever is most frequent: • Each case of field samples received, or •1314\A0314302.doc(R02) 1-29 • Each 20 samples in a case, including matrix spikes and reanalyses, or • Each 7 calendar day period during which field samples in a case were received (said period beginning with the receipt of the first sample in that sample delivery group), or • Whenever samples are extracted. Volatile analysis requires one method blank for each 12-hour time period when volatile target compounds are analyzed. •1314\A03 143 02.doc(R02) 1-30 1.21 Field Management Forms ♦1314\A0314302.doc(R02) 1-31 Dvirka G1 ieY ( (1 11 1 and 8artilucci CMRS •DIVISION ocwuuurcosuX wSsCCATES ac Ai e Well Construction Log Site £c, .. o F Job No. /3/y -f 3 Well No. Ai w- ' 1) Total Depth 1 e r Surface Elevation S"/, S v Top Riser Elevation Water Levels(Depth, Date, Time) 11F. 'I g /i5"/d 3 /1 c)c„) Date Installed /,2 //q/a-z Riser Dia. .2 Material PU 6 Length /.27 Screen Dia. -1 Material SI.S>rs-/ Length /0 Slot Size ,D/to Protective Casing Dia. 6 " Material 5*rs/ Length . SCHEMATIC Protective Casing Stickup 3 Riser Stickup Ground Surface Surface Seal Type /3 147 4,7,-4 6rco " D Bottom Surface Seal Grout Type /a,..•,7iy,i 4 6'm€r none. Top Sand Pack Seal Type ,4 , i/$ Top Seal /316/7 / 011.1 Top Sand Pack Sand Pack Type W3W- i„ al Top Sand Pack NEE Size Tr 0 0 MOM //1 y Top Screen MEMSand Pack Type u '// NMI ENE Size /i t rr 111111111111 l y Bottom Screen 3.(f Total Depth of Boring well con (stick) d_,QDvirka and )Bartilucci CDNEULTlNG ENGERS •OP/IS IOF wl1IAu F Cosu,XN ASSOCIATES.IG / Well Construction Log Site Shu_ic/i G. F Job No. / /i--/ - f 3 Well No. - A4 w ".2 S Total Depth 60 Surface Elevation 5.7. S' Top Riser Elevation Water Levels(Depth, Date,Time) S??/6 1 pS-/U 3 /Ovv Date Installed 1 //9/o- Riser Dia. 1 � Material n V(, / Length L/ / Screen Dia. 1 '• Material S. S,c- Length 2 h ' Slot Size Os o / 0 Protective Casing Dia. G " Material $/td Length 6 SCHEMATIC filProtective Casing Stickup 3 Riser Stickup Ground Surface Surface Seal Type ' fir,-4 6.0 I- - d Bottom Surface Seal Grout Type /50,,,f/;,4 /pip„/- 3 3 TopSand Pack i r Type 'fix. Seal T e ,7; i 113 3, 5 Top Seal ,� 4/4h 3S'•s Top Sand Pack Sand Pack Type tAde// c,,1 3( - Top Sand Pack Size _ #OJ mumimom 3E - Top Screen MN MIMI yp f/ o✓` Sand Pack T e Ivr r Nomiiil Size V i Nom EmuI omit 1 mum ' 51 Bottom Screen (,d ' Total Depth of Boring well con (stick) Dvirka n ad Bartilucci ca«sLLmc ENGINEERS N DWLLMF c091J.CH ASSOGNIES NG �/ Well Construction Log {ti,� Site Sa, 0 I f Job No. / / /" 15 3 Well No. M W - 6 Total Depth / 11'/ Surface Elevation S.? 11Top Riser Elevation Water Levels(Depth, Date,Time) 50.q o / //c/0 3 / 3'©O Date Installed /2/2 3/p Z Riser Dia. .2 Material Pv Length /31./ Screen Dia. .2 " Material 574-S Length /0 Slot Size D. 0/0 Protective Casing Dia. 6 " Material SA- Length 1, ' SCHEMATIC Protective Casing Stickup 3( Riser Stickup Ground Surface Surface Seal Type /Se—4p.,,; 4 674.4 0 Bottom Surface Seal Grout Type /Se...,,4jn,A 6,7,t Seal Type &.,4,7i ,4 111 /2 y - Top Seal /J �s /j ' 7 Top Sand Packb Sand Pack Type Wilt �i,--� 127 S Top Sand Packit( Size #at) NMI t 3 / Top Screen mon IMO Sand Pack Type we// r� » Size t* 111s NMI I L1/ Bottom Screen /911 Total Depth of Boring well con (stick) Dvirka Oanartd Bilucci CONSULTING ENGINEERS aYLS10NOFWILAYFGOSUJCHASSOGA S.PG �d Q / Well Construction Log Site Sot,IrQ�t t- Job No. /3!y- /3 Well No. it/c<1" S Total Depth 6 / - Surface Elevation S'.Z, y Top Riser Elevation Water Levels(Depth, Date,Time) fa.ST )//6/0 3 /030 Date Installed / Z //,L/py Riser Dia. 2 a Material PV( Length Lt2.y Screen Dia. 2 " Material sr_S,¢ei Length X) Slot Size es; 0/0 Protective Casing Dia. /, " Material Sir Length SCHEMATIC Protective Casing Stickup 13 Riser Stickup • Ground Surface Surface Seal Type /30„,/,,,- Gro„r , a Bottom Surface Seal Grout Type £T .,;,4 6-o,f %i. Top Sand Pack -f °t- Seal Type -6.1; {t 5- Top Seal 3 7 Top Sand Pack 4/0 0 Sand Pack Type true/( ��aJ 3 7.I Top Sand Pack # I moo Size _ Da mei. - 3q, 5Top Screen �■r MEI Nr Sand Pack Type wed MIN Size ( >a moo Ems S4 5- Bottom Screen Y!l Total Depth of Boring well con (stick) dDvirka a Bnd artilucci ppw5iNpEBAS A PVI$IOP OF WUJNA F=L n+ C.,S$CCIME9.?E Well Construction Log Site _0N ,{e/ / t t- Job No. / /LI -F3 Well No. /b w" 3 lS, Total Depth / A - Surface Elevation 1 ? Top Riser Elevation Water Levels(Depth, Date,Time) *it 02 i hi/0 3 /'��, Date Installed I/4-43 Riser Dia. Material pOLength ,, ) 1 3 - Screen Dia. ,2 " Material St. SA ..L Length /0 - Slot Size 0, n/D Protective Casing Dia. ‘ •" Material c' ! Length b' SCHEMATIC PIProtective Casing Stickup 3 Riser Stickup Ground Surface Surface Seal Type 40,,,44;74e &z — ' 1) Bottom Surface Seal and Dvirka 0 Banilucci CONSUL TING ENGINEERS ONLRON Of WU.iM E COSMO'455cc*TES.7G Well Construction Log Site fx. oh/ t-/r'- Job No. / /y -f 3 Well No. fl w- 3 S Total DepthSj.. S- Surface Elevation if 7 Top Riser Elevation Water Levels(Depth, Date, Time) 4L/. } ►//t/u 3 /.200 Date Installed /2_/h//, 2-. Riser Dia. 7 Material p L Length 311 Screen Dia. 1 " Material St- yde/ Length Zo Slot Size 0' D ii) Protective Casing Dia. 6 " Material 54e,-1 Length 6 SCHEMATIC Protective Casing Stickup 3 Riser Stickup Ground Surface Surface Seal Type /•)g,,,-,4; 0 Bottom Surface Seal Grout Type /3z.4.';,4 2.3 Top Sand Pack 14 00 Seal Type "r /,��: L 2 4 Top Seal imm 21.5" Top Sand Pack-000 - Sand Pack Type wf/( 31 Top Sand PacksNMI I Size 0a = 3c To Screen � P Sand Pack Type ye// NMI Size ► , num - �r 5T) Bottom Screen SS•# 'Total Depth of Boring well con (suck) 'DVIRKA AN D ie r BARTILUCCI CONSULTING ENGINEERS A DIVISION OF D&E ENGINEERS AND ARCHITECTS.P.C. Date: LOCATION SKETCH Project Sample Crew Sample(s)Locations(s) Sample(s)and/or Well Number(s) Location of sample points,wells,borings, etc.,with reference to three permanent reference points. Measure all distances,clearly label roads, wells and permanent features. D&B LS/kb Rev.03/09/98 Dvirka and 0 Bartilucci CONSULTING ENGINEERS A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Date: SAMPLE INFORMATION RECORD Site: Sample Crew: Sample Location/Well No. Field Sample I.D. Number Time Weather Temperature Sample Type: Groundwater Sediment Surface Water/Stream Air Soil Other (describe, i.e. water, septage, etc.) Well Information (fill out for groundwater samples) Depth to Water Measurement Method Depth of Well Measurement Method Volume Removed Removal Method Field Test Results Color pH Odor Temperature (°F) Specific Conductance (umhos/cm) Other (OVA, Methane Meter, etc. Constituents Sampled Remarks: Well Casing Volumes GAL/FT 1'/4"=0.077 2" =0.16 3" =0.37 4"=0.65 1'/z=0.10 2'/z"=0.24 3V2 =0.50 6"= 1.46 D&B SIR/kb Rev.03/09/98 CHAIN-OF-CUSTODY RECORD Page of REPORT TO INVOICE TO COMPANY PHONE COMPANY PHONE LAB PROJECT#: NAME FAX NAME FAX ADDRESS ADDRESS TURNAROUND TIME: CITY/ST/ZIP CITY/ST/ZIP CLIENT PROJECT NAME: CLIENT PROJECT#: CLIENT P.O.#: REQUESTED ANALYSES ce SAMPLE DATE/TIME r w a w IDENTIFICATION SAMPLED J 3 O O LAB IID O COMMENTS u c,. � I 1 —~ / V TSF# RELINQUISHED BY DATE/TIME ACCEPTED BY DATE/TIME ADDITIONAL REMARKS: COOLER.1 EMP: I / / 2 3 / / WHITE:LABORATORY COPY YELLOW:REPORT COPY PINK:C'LIENT'S COPY r *--1 DVIRKA ' AND n BARTILUCCI _... ._. __.w� , CONSULTING ENGINEERS A DIVISION OF DS.B ENGINEERS AND ARCHITECTS.PC Date: DAILY FIELD ACTIVITY REPORT Report Number: Project Number: i Field Log Book Page Number: Proj ect: Address: Weather: (AM) Rainfall: (AM) Inches (PM) (PM) Inches i Temperature: (AM) °F Wind Speed: (AM) MPH Wind Direction: (AM) (PM) °F (PM) MPH (PM) Site Condition: Arrival Departure II Personnel On Name Affiliation Time Time Site: 3. Subcontractor Work Commencement: (AM) (PM) Subcontractor Work Completion: (AM) (PM) D&B DFAR/kb Rev. 10/2011 £4 DVIRKA AND BARTILUCC1 CONSULTING ENGINEERS A DIVISION OF DST ENGINEERS ANDARCIjITECTS.l?C. Date: DAILY FIELD ACTIVITY REPORT Work Performed by subcontractor(s) (includes equipment and labor breakdown): I � Is L _ 3 •I 4 III } D&B DFAR/kb Rev. 10/2011 M:' ' ''''''''''7!DVI RKA i, AND 1' t BARTILUCCI __ CONSULTING ENGINEERS A DIVISION OF D&B ENGINEERS AND ARCHITECTS.EC. Date: DAILY FIELD ACTIVITY REPORT General work performed today by D&B Engineers: 1 I ; List specific inspection(s)performed and results(include problems and corrective actions): ; i M : List type and location of tests performed and results (include equipment used and monitoring resuli s . Verbal comments received from subcontractor(include construction and testing problems,and recommendations/resulting actions): i i 1 y Prepared b : Reviewed by: P D&B DFAR/kb Rev. 10/2011 Dvi rka do and Bartilucci CONSULTING ENGINEERS A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Date: DAILY EQUIPMENT CALIBRATION LOG Project Name: Project Number: Calibrated by: Instrument Name Calibration Readings and and Model Number Method Time Observations D&B DECL/kb Rev.03/09/98 DVIRKA • AND "' BARTILUCCI CONSULTING ENGINEERS A DIVISION OF D&B EtiGINEERS AND ARCHITECTS.CC. Date: AIR MONITORING FORM Project Name: Project Number: Instrument: Recorded by: Calibration Date: Weather Conditions: Wind Speed Time Location and Direction Reading Observations Recording Procedures/Remarks: D&B AMF/kb Rev. 10/2011 1.22 NYSDEC Sample Identification, Preparation and Analysis Summary Forms ♦1314\A0314302.doc(R02) 1-32 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SAMPLE IDENTIFICATION AND ANALYTICAL REQUIREMENT SUMMARY Customer Laboratory Analytical Requirements Sample Sample *VOA *BNA *VOA *Pest *Metals *Other Code Code GC/MS GC/MS GC PCBs Method Method Method Method 65 6/2000 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SAMPLE PREPARATION AND ANALYSIS SUMMARY VOLATILE (VOA) ANALYSES Laboratory Date Date Recd Date Date Sample ID Matrix Collected at Lab Extracted Analyzed 67 6/2000 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SAMPLE PREPARATION AND ANALYSIS SUMMARY INORGANIC ANALYSES Laboratory Date Recd Date Sample ID Matrix Metals Requested at Lab Analyzed 70 6/2000 1.23 Field Audit Form ♦1314W0314302.doc(R02) 1-33 DVIRKA AND O BARTILUCCI FIELD AUDIT FORM Site: Date: Persons On-site: QA/QC Officer Conducting Audit: Project: 1. Is safety equipment in use (hardhats,respirators, gloves etc.): YES NO 2. Is a decontamination station, equipment and supplies on site and in working order: Methanol YES NO Alconox YES NO D.I. Water YES NO Scrub Brushes YES NO- Steam Cleaner YES Comments: 3. Is the site/investigation areas secured (fence, markers. etc.): YES NO Comments: 4. Is contaminated material properly stored and in a secure area: YES NO Comments: FLDAUDrT 1 D\MRKA AND BART LUccr FIELD AUDIT FORM (continued) 5. Are forms filled out properly: Field Log Book YES NO Chain of Custody YES NO Equipment Calibration Log YES NO Daily Field ActivityReport YES NO Location Sketch YES NO Sample Information Record YES NO Equipment Usage Form YES NO Comments: 6. Is the proper sampling and field measurement equipment, including calibration supplies on site: YES NO Comments: 7. Are there adequate sample containers, including deionized water for QA/QC: Field Blanks YES NO Trip Blanks YES NO Comments: 8. Is the equipment decontaminated properly: Sampling equipment YES NO Construction equipment YES NO Comments: FIDAUDrT D VIRKA AND BARTII,Ucc' FIELD AUDIT FORM (continued) 9. Is field measurement equipment calibrated: Daily YES NO Properly YES NO Comments: 10. Are samples collected and labeled properly: YES NO Comments: 11. Are samples stored at 4°C: YES NO Comments: 12. Are coolers properly sealed and packed for shipment including Chain of Custody taped to underside of lid: YES NO Comments: 13. Is a copyof the Field Investigation Work Plan available on site: YES NO g Comments: FIDAUDIT DVIRKA dib AND BARTILUCCI FIELD AUDIT FORM (continued) 14. Is a copy of the QA/QC Plan available on site: YES NO Comments: 15. Are investigation personnel familiar with the Work Plan and QA/QC Plan: YES NO Comments: 16. Are quality control samples taken: Trip Blanks YES NO Field Blanks YES NO Comments: 17. Are samples shipped in a timely and appropriate manner: YES NO Comments: 18. Has the laboratory been contacted regarding planned shipment of samples: YES NO Comments: FLDAUDrT D VIRKA dh A(YD sARTILUCCI FIELD AUDIT FORM (continued) General Comments: FLDAUOFT ATTACHMENT A PART 360 WATER QUALITY ANALYSIS TABLES ♦1314\a0314301.doc(R01 6 NYCRR Part 360 Parameters Target Compound List (TCL) and Contract Required Quantitation Limit Contract Required Quantitation Level Parameter CAS Number (Ng/L) Routine Parameters Leachate Indicators: 1. Total Kjeldahl Nitrogen,as N 60 2. Ammonia, as N 50 3. Nitrate--Nitrite 100 4. Chemical Oxygen Demand (COD) 1,000 5. Biochemical Oxygen Demand (BOD5) 2,000 6. Total Organic Carbon 2,000 7. Total Dissolved Solids(TDS) 10,000 8. Sulfate 5,000 9. Total Alkalinity as CaCO3 6,000 10. Total Phenols 10 11. Chloride 5,000 12. Bromide 2,000 13. Total Hardness as CaCO3 20,000 Inorganic Parameters: 1. Cadmium,Total 5 2. Calcium, Total 40 3. Iron Total 100 4. Lead,Total 5 5. Magnesium,Total 5 6. Manganese,Total 15 7. Potassium,Total 40 8. Sodium, Total 10 58 6/2000 6 NYCRR Part 360 Parameters Target Compound List (TCL) and Contract Required Quantitation Limit (Continued) Contract Required Quantitation Level Parameter CAS Number (pg/L) Baseline Parameters Leachate Indicators: 1. Total Kjeldahl Nitrogen,as N 60 2. Ammonia, as N 50 3. Nitrate-Nitrite 100 4. Chemical Oxygen Demand (COD) 1,000 5. Biochemical Oxygen Demand (BODS) 2,000 6. Total Organic Carbon 2,000 7. Total Dissolved Solids (TDS) 10,000 8. Sulfate 5,000 9. Total Alkalinity as CaCO3 6,000 10. Total Phenols 10 11. Chloride 5,000 12. Bromide 2,000 13. Total Hardness as CaCO3 20,000 14. Color 80 15. Boron 7440-42-8 20 Inorganic Parameters: 1. Aluminum,Total 10 2. Antimony,Total 30 3. Arsenic,Total 10 4. Barium, Total 20 5. Beryllium,Total 5 6. Cadmium,Total 5 7. Calcium,Total 40 8. Chromium, Total 10 9. Chromium,Hexavalent 18540-29-9 30 10. Cobalt,Total 10 11. Copper,Total 10 12. Cyanide, Total 10 13. Iron, Total 100 14. Lead,Total 5 15. Magnesium, Total 5 16. Manganese,Total 15 17. Mercury,Total 0.2 18. Nickel, Total 40 19. Potassium,Total 40 20. Selenium, Total 5 21. Silver, Total 10 22. Sodium,Total 10 59 6/2000 6 NYCRR Part 360 Parameters Target Compound List (TCL) and Contract Required Quantitation Limit (Continued) Contract Required Quantitation Level Parameter CAS Number (pg/L) Baseline Parameters(Continued) Inorganic Parameters (continued): 23. Thallium, Total 10 24. Vanadium,Total 40 25. Zinc,Total 20 Organic Parameters: 1. Acetone 67-64-1 5 2. Acrylonitrile 107-13-1 10 3. Benzene 71-43-2 1 4. Bromochlormethane 74-97-5 1 5. Bromodichloromethane 75-27-4 1 6. Bromoform 75-25-2 1 7. Bromomethane 74-83-9 1 8. 2-Butanone 78-93-3 5 9. Carbon disulfide 75-15-0 1 10. Carbon tetrachloride 56-23-5 1 11. Chlorobenzene 108-90-7 1 12. Chloroethane 75-00-3 1 13. Chloroform 67-66-3 1 14. Chloromethane 74-87-3 1 15. Dibromochloromethane 124-48-1 1 16. 1,2-Dibromo-3-chloro-propane 96-12-8 1 17. 1,2-Dibromoethane 106-93-4 1 18. 1,2-Dichlorobenzene 95-50-1 1 19. 1,3-Dichlorobenzene 541-73-1 1 20. 1,4-Dichlorobenzene 106-46-7 1 21. trans-1,4-Dichloro-2-butene 110-57-6 10 22. 1,1-Dichloroethane 75-34-3 1 23. 1,2-Dichloroethane 107-06-2 1 24. 1,1-Dichloroethene 75-35-4 1 25. cis-1,2-Dichloroethene 156-59-2 1 26. trans-1,2-Dichloroethene 156-60-5 1 27. Dichloromethane (Methylene chloride) 75-09-2 2 28. 1,2-Dichloropropane 78-87-5 1 29. cis-1,3-Dichloro-propene 10061-01-5 1 30. trans-1,3-Dichloro-propene 10061-02-6 1 31. Ethylbenzene 100-41-4 1 60 6/2000 6 NYCRR Part 360 Parameters Target Compound List (TCL) and Contract Required Quantitation Limit (Continued) Contract Required Quantitation Level Parameter CAS Number (pg/L) Baseline Parameters(Continued) Organic Parameters (Continued): 32. 2-Hexanone 591-78-6 5 33. lodomethane 74-88-4 1 34. 4-Methyl-2-pentanone 108-10-1 5 35. Styrene 100-42-5 1 36. 1,1,1,2-Tetrachloroethane 630-20-6 1 37. 1,1,2,2-Tetrachloroethane 79-34-5 1 38. Tetrachloroethene 127-18-4 1 39. Toluene 108-88-3 1 40. 1,1,1-Trichloroethane 71-55-6 1 41. 1,1,2-Trichloroethane 79-00-5 1 42. Trichloroethene 79-01-6 1 43. Trichlorofluoromethane 75-69-4 1 44. 1,2,3-Trichloropropane 96-18-4 1 45. Vinyl acetate 108-05-4 1 46. Vinyl chloride 75-01-4 1 47. Xylenes (Total) 1330-20-7 1 61 6/2000 6 NYCRR Part 360 Parameters Target Compound List (TCL) and Contract Required Quantitation Limit(Continued) Contract Required Quantitation Level Parameter CAS Number (Ng/L) Expanded Parameters Leachate Indicators: 1. Total Kjeldahl Nitrogen, as N 60 2. Ammonia,as N 50 3. Nitrate-Nitrite 100 4. Chemical Oxygen Demand(COD) 1,000 5. Biochemical Oxygen Demand (BODS) 2,000 6. Total Organic Carbon 2,000 7. Total Dissolved Solids(TDS) 10,000 8. Sulfate 5,000 9. Total Alkalinity as CaCO3 6,000 10. Total Phenols 10 11. Chloride 5,000 12. Bromide 2,000 13. Total Hardness as CaCO3 20,000 14. Color 80 15. Boron 7440-42-8 20 Inorganic Parameters: 16. Aluminum,Total 10 17. Antimony,Total 30 18. Arsenic,Total 10 19. Barium,Total 20 20. Beryllium,Total 5 21. Cadmium,Total 5 22. Calcium,Total 40 23. Chromium,Total 10 24. Chromium,Hexavalent 18540-29-9 30 25. Cobalt,Total 10 26. Copper,Total 10 27. Cyanide,Total 10 28. Iron,Total 100 29. Lead,Total 5 30. Magnesium, Total 5 31. Manganese,Total 15 32. Mercury,Total 0.2 33. Nickel,Total 40 34. Potassium,Total 40 35. Selenium, Total 5 36. Silver,Total 10 37. Sodium,Total 10 62 6/2000 6 NYCRR Part 360 Parameters Target Compound List(TCL) and Contract Required Quantitation Limit (Continued) Contract Required Quantitation Level Parameter CAS Number (pg/L) Baseline Parameters(Continued) Inorganic Parameters (continued): 38. Thallium,Total 10 39. Vanadium,Total 40 40. Zinc,Total 20 Organic Parameters: 1. Acetone 67-64-1 5 2. Acrylonitrile 107-13-1 10 3. Benzene 71-43-2 1 4. Bromochlormethane 74-97-5 1 5. Bromodichloromethane 75-27-4 1 6. Bromoform 75-25-2 1 7. Bromomethane 74-83-9 1 8. 2-Butanone 78-93-3 5 9. Carbon disulfide 75-15-0 1 10. Carbon tetrachloride 56-23-5 1 11. Chlorobenzene 108-90-7 1 12. Chloroethane 75-00-3 1 13. Chloroform 67-66-3 1 14. Chloromethane 74-87-3 1 15. Dibromochloromethane 124-48-1 1 16. 1,2-Dibromo-3-chloro-propane 96-12-8 1 17. 1,2-Dibromoethane 106-93-4 1 18. 1,2-Dichlorobenzene 95-50-1 1 19. 1,3-Dichlorobenzene 541-73-1 1 20. 1,4-Dichlorobenzene 106-46-7 1 21. trans-1,4-Dichloro-2-butene 110-57-6 - 10 22. 1,1-Dichloroethane 75-34-3 1 23. 1,2-Dichloroethane 107-06-2 1 24. 1,1-Dichloroethene 75-35-4 1 25. cis-1,2-Dichloroethene 156-59-2 1 26. trans-1,2-Dichloroethene 156-60-5 1 27. Dichloromethane (Methylene chloride) 75-09-2 2 28. 1,2-Dichloropropane 78-87-5 1 29. cis-1,3-Dichloro-propene 10061-01-5 1 63 6/2000 6 NYCRR Part 360 Parameters Target Compound List (TCL) and Contract Required Quantitation Limit (Continued) Contract Required Quantitation Level Parameter CAS Number (Ng/L) Baseline Parameters (Continued) Organic Parameters(Continued): 30. trans-1,3-Dichloro-propene 10061-02-6 1 31. Ethylbenzene 100-41-4 1 32. 2-Hexanone 591-78-6 5 33. lodomethane 74-88-4 1 34. 4-Methyl-2-pentanone 108-10-1 5 35. Styrene 100-42-5 1 36. 1,1,1,2-Tetrachloroethane 630-20-6 1 37. 1,1,2,2-Tetrachloroethane 79-34-5 1 38. Tetrachloroethene 127-18-4 1 39. Toluene 108-88-3 1 40. 1,1,1-Trichloroethane 71-55-6 1 41. 1,1,2-Trichloroethane 79-00-5 1 42. Trichloroethene 79-01-6 1 43. Trichlorofluoromethane 75-69-4 1 44. 1,2,3-Trichloropropane 96-18-4 1 45. Vinyl acetate 108-05-4 1 46. Vinyl chloride 75-01-4 1 I 47. Xylenes(Total) 1330-20-7 1 64 6/2000 APPENDIX C STANDARD OPERATING PROCEDURE FOR GAS MONITORING ♦1314\fl230212.doc(R03) STANDARD OPERATING PROCEDURE FOR GAS MONITORING The following procedure is to be followed for monitoring landfill gas wells: 1. Unlock well protective casing. 2. Place magnehelic pressure gauge(0-100"W.C.)on well sample port,open sample valve and record pressure on a landfill gas monitoring form. 3. Close sample valve;remove pressure gauge. 4. Purge combustible gas meter with ambient air to obtain a zero reading. 5. Attach hose to well sample port. 6. Open sample valve and, using a combustible gas meter (methane), record lower explosive limit or percent gas concentrations,as appropriate. 7. Close sample valve an repeat Steps 2 through 6 on other probes in well cluster. 8. Close and lock well protective casing. 9. Weather conditions(i.e.,temperature,ambient barometric pressure and direction—rising or falling)shall also be recorded on the monitoring forms for each well. Note: Instruments should be calibrated prior to each sampling event. ♦1314\R0320301.doc(R01) SOUTHOLD LANDFILL POST-CLOSURE MONITORING AND MAINTENANCE PROGRAM LANDFILL GAS MONITORING FORM Monitoring Location %LEL CO (ppm) % 02 Monitoring Well GMW-1 GMW-2 GMW-3 GMW-4 GMW-5 GMW-6 GMW-7 GMW-8 GMW-9 GMW-10 GMW-11 GMW-12 GMW-13 GMW-14 GMW-15 Scale House Collection Center Vent 1 Vent 2 Vent 3 Vent 4 Vent 5 Vent 6 Notes: OF—Overflow—measurement above instrument range(99%LEL) OF—Underflow—measurement below instrument range(0%LEL) NA—Not accessible Monitoring Performed By: Date: Weather Conditions: Sunny ❑ Partly Sunny❑ Cloudy U Rain/Snow❑ Temperature: °F Wind Direction: Wind Speed: ♦1314\R0320301.DOC(RO1) Rudder, Lynda From: Reisenberg, Lloyd Sent: Monday, November 09, 2015 2:11 PM To: Rudder, Lynda Subject: RE: sampling and reporting DSW for publication Posted Lloyd H. Reisenberg Network and Systems Administrator Town of Southold, New York www.southoldtownny.gov 1Ioydr( southoldtownny.gov 0: 631-765-1891 I M:631-879-1554 ! F: 631-765-5178 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. From: Rudder, Lynda Sent: Monday, November 09, 2015 11:52 AM To: Beltz, Phillip<Phillip.Beltz@town.southold.ny.us>; Cerria Torres (ctorres@timesreview.com) <ctorres@timesreview.com>; Cushman, John <John.Cushman@itown.southold.ny.us>; Michaelis, Jessica <jessicam@southoldtownny.gov>; Reisenberg, Lloyd <Lloyd.Reisenberg@town.southold.ny.us>; Southold Local <lisa@southoldlocal.com>; Dinizio,James<james.dinizio@town.southold.ny.us>; Doherty,Jill <fill.doherty@town.southold.ny.us>; Doroski, Bonnie<Bonnie.Doroski@town.southold.ny.us>; Ghosio, Bob <bob.ghosio@town.southold.ny.us>; Louisa Evans<Ipevans06390@gmail.com>; Neville, Elizabeth <E.Neville@town.southold.ny.us>; Russell, Scott<scottr@southoldtownny.gov>; Standish, Lauren <Lauren.Standish@town.southold.ny.us>;Tomaszewski, Michelle<michellet@town.southold.ny.us>; William Ruland <rulandfarm@yahoo.com>; Duffy, Bill<billd@southoldtownny.gov>; Kiely, Stephen <stephen.kiely@town.southold.ny.us>; Silleck, Mary<marys@southoldtownny.gov> Subject: sampling and reporting DSW for publication Please publish in the 11/12 edition of the Suffolk Times and the Town website 1 Rudder, Lynda From: Cerria Torres <ctorres@timesreview.com> Sent: Monday, November 09, 2015 11:52 AM To: Rudder, Lynda Subject: Re: sampling and reporting DSW for publication This notice has been scheduled to publish in the Suffolk Times on 11/12/2015. Thank you rMES REVIEW did M b6A Gt4OUP Cerria Orientale Torres Advertising Coordinator 631.354.8011 (D) ctorres@timesreview.com legals@timesreview.com www.timesreview.com From: <Rudder>, Lynda Rudder<lynda.rudder@town.southold.ny.us> Date: Monday, November 9, 2015 11:51 AM To: "Beltz, Phillip" <Phillip.Beltz@town.southold.ny.us>,Times Review<CTORRES@TIMESREVIEW.COM>, "Cushman, John" <John.Cushman@town.southold.ny.us>, "Michaelis,Jessica" <jessicam@southoldtownny.gov>, "Reisenberg, Lloyd" <Lloyd.Reisenberg@town.southold.ny.us>, Southold Local <lisa@ysoutholdlocal.com>, "Dinizio,James" <lames.dinizio@town.southold.ny.us>, "Doherty,Jill" <iill.doherty@town.southold.ny.us>, "Doroski, Bonnie" <Bonnie.Doroski@town.southold.ny.us>, "Ghosio, Bob" <bob.ghosio@town.southold.ny.us>, Louisa Evans <Ipevans06390@gmail.com>, "Neville, Elizabeth" <E.Neville@town.southold.ny.us>, "Russell, Scott" <scottr@southoldtownny.gov>, "Standish, Lauren" <Lauren.Standish@town.southold.ny.us>, "Tomaszewski, Michelle" <michellet@town.southold.ny.us>, William Ruland<rulandfarm@yahoo.com>, "Duffy, Bill" <billd@southoldtownny.gov>„ "Kiely, Stephen" <stephen.kiely@town.southold.ny.us>, "Silleck, Mary" <marys@southoldtownny.gov> Subject: sampling and reporting DSW for publication Please publish in the 11/12 edition of the Suffolk Times and the Town website Southold Town Board - Letter Board Meeting of November 4, 2015 a °� RESOLUTION 2015-889 Item # 5.5 g 3 E a ` � aE ADOPTED DOC ID: 11250 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2015-889 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON NOVEMBER 4, 2015: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Solid Waste Coordinator to develop a Request For Proposals (RFP) for conducting groundwater and gas monitoring around the Cutchogue landfill as required by NYSDEC Part 360 Regulations, and further authorizes and directs the Town Clerk to advertise notice of said RFP as per Town bid and procurement guidelines. f Q e.. , Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: William P. Ruland, Councilman SECONDER:Louisa P. Evans, Justice AYES: Ghosio, Dinizio Jr, Ruland, Doherty, Evans, Russell Generated November 5, 2015 Page 10