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HomeMy WebLinkAboutGas/Water Monitor DENIS NONCARROW ®�� Town Hall,53095 Main Road TOWN CLERK ® P.O.Box 1179 Southold,New York 11971 JIM REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER ��® ®� Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD December 7, 2023 FPM Group Attn: Ben Cancemi 640 Johnson Ave, Ste 101 Bohemia,NY 11716 Dear Ben Cancemi: Congratulations. At the regular Town Board meeting held on December 5, 2023, the Town Board accepted the bid of FPM Group, Ltd. to conduct semi-annual groundwater and quarterly gas monitoring through calendar year 2027 at a total combined cost not to exceed $98,470 over that time. A certified copy of the resolution is enclosed. Thank you for your bid. Very truly yours, Jennifer M. Mudd Deputy Town Clerk Ens. Southold Town Board - Letter Board Meeting of December 5, 2023 'L5U F(O(K•i RESOLUTION 2023-1007 Item # 5.18 ADOPTED DOC ID: 19768 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2023-1007 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON DECEMBER 5, 2023: WHEREAS two proposals from qualified bidders were received in response to the Solid Waste Management District's RFP issued October 26 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 FPM Group, Ltd. was the lowest cost proposal submitted; it is hereby RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of FPM Group, Ltd. submitted on November 9 to conduct semi-annual groundwater and quarterly gas monitoring through calendar year 2027 at a total combined cost not to exceed $98,470 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 FPM Group, Ltd. for same, with the approval of the Town Attorney. Denis Nonearrow Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Brian O. Mealy, Councilman SECONDER:Sarah E. Nappa, Councilwoman AYES: Nappa, Doroski, Mealy, Evans, Russell ABSENT: Jill Doherty Generated December 6, 2023 Page 38 DENIS NONCARROW Town Hall,53095 Main Road TOWN CLERK ® P.O.Box 1179 co Southold,New York 11971 REGISTRAR,OF VITAL STATISTICS ® Fax(631)765-6145 MARRIAGE OFFICER Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER ®� �� www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD December 7, 2023 D&B Engineers & Architects Attn: Frank DeVita 330 Crossways Park Dr Woodbury,NY 11797 Dear Frank DeVita: At the regular Town Board meeting held on December 5, 2023,the Town Board accepted the bid of FPM Group, Ltd. to conduct semi-annual groundwater and quarterly gas monitoring through calendar year 2027. A certified copy of the resolution is enclosed. Thank you for your bid. Very truly yours, Jennifer M. Mudd Deputy Town Clerk Encl. Southold Town Board - Letter Board Meeting of December 5, 2023 RESOLUTION 2023-1007 Item # 5.18 F o�F ADOPTED DOC ID: 19768 3a S'7r THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2023-1007 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON DECEMBER 5, 2023: WHEREAS two proposals from qualified bidders were received in response to the Solid Waste Management District's RFP issued October 26 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 FPM Group, Ltd. was the lowest cost proposal submitted; it is hereby RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of FPM Group, Ltd. submitted on November 9 to conduct semi-annual groundwater and quarterly gas monitoring through calendar year 2027 at a total combined cost not to exceed $98,470 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 FPM Group, Ltd. for same, with the approval of the Town Attorney. Denis Noncarrow Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Brian O. Mealy, Councilman SECONDER:Sarah E. Nappa, Councilwoman AYES: Nappa, Doroski, Mealy, Evans, Russell ABSENT: Jill Doherty Generated December 6, 2023 Page 38 - DENIS NONCARROW �� G.f, Town Hall,53095 Main Road TOWN CLERK p P.O.Box 1179 ti = Southold,New York 11971 REGISTRAR.OF VITAL STATISTICS p .F Fax(631)765-6145 MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER ��! •�`a� Telephone(631)765-1800 FREEDOM OF INFORMATION OFFICER www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID OPENING DSW RFP Groundwater& Gas Sampling, Analysis & Reporting Bid Opening November 9, 2023 2:00 PM Two (2) bids received: Name/Address/Ph. # Groundwater Totals Gas Monitoring Totals FPM Group $80,016.65 $18,450.08 Attn: Ben Cancemi 640 Johnson Ave, Ste 101 Bohemia,NY 11716 631-737-6200 D&B Engineers & Architects $128,080.00 $16,320.00 Attn: Frank DeVita 330 Crossways Park Dr Woodbury,NY 11797 516-364-9890 i FPMgroup Engineering and Environmental Science An Olgoonik --Company CORPORATE HEADQUARTERS 640 Johnson Avenue Suite 101 Bohemia,NY 11716 631-737-6200 Fax 631-737-2410 November 9, 2023 Mr. Denis Noncarrow, Southold Town Clerk Southold Town Hall 53095 Main Road Southold, NY 11971 Re: Proposal for Landfill Groundwater and Gas Sampling, Analysis, and Reporting Town of Southold Solid Waste Management District Cutchogue, New York FPM Group, Ltd. (FPM) is pleased to submit this proposal to provide landfill groundwater and gas sampling, analysis, and reporting services for the Town of Southold Solid Waste Management District. Attached please find our proposal information, including the completed contractor cost proposal forms (Appendix A) and additional information concerning FPM's qualifications and experience in performing groundwater and landfill gas monitoring for local Towns under the oversight of the New York State Department of Environmental Conservation (NYSDEC). Information illustrating the depth of experience of our staff is also provided. FPM Qualifications FPM is a full-service environmental and engineering consulting firm established for over 35 years and, through our FPM Engineering & Geology, PC, is licensed to practice professional engineering and geology in the State of New York. The senior-level FPM staff who will manage and provide quality assurance for this project are both New York State licensed Professional Geologists. FPM's headquarters includes approximately 25 technical professionals and is located in Bohemia, New York, within approximately 40 miles of the landfill site in Cutchogue. Other FPM offices are located nationwide and include an extensive staff totaling over 100 technical professionals who can be readily coordinated using our virtual private network to provide special technical expertise, if necessary. FPM maintains the types and levels of insurance coverage typically required in the engineering and environmental industry. A Certificate of Insurance showing our coverage is provided in Appendix B. The Town will be added as an Additional Insured upon request. FPM Landfill Monitoring Experience FPM performs groundwater and landfill gas sampling, analysis, and reporting, as described in the Request for Proposals, for several local Towns. As a result of this experience, we are very familiar with the necessary procedures, protocols, and other related services required for this contract. We have worked for many years for the Towns of East Hampton, Islip, and Smithtown conducting monitoring and reporting for groundwater and landfill gas. We have also provided landfill-related -2- November 9, 2023 services to the Towns of Riverhead and Huntington and are, therefore, familiar with both the required landfill-related services and working within a Town framework. Summaries of landfill monitoring and associated projects performed for the Towns of Smithtown and East Hampton are included in Appendix C as examples of landfill monitoring projects we presently perform in Suffolk County. You are welcome to contact the Town representatives for these projects (Mr. Michael Engelmann, Town of Smithtown, 631-360-7514, and Ms. Kim Shaw, Town of East Hampton, 631- 324-0496) to obtain more information about the quality of our services. We can easily provide additional descriptions of similar projects upon request. FPM has worked extensively in the Long Island area on projects that involve the NYSDEC, including their Division of Materials Management. Our experience with these projects will benefit the Town for this contract. FPM Staff Qualifications Appendix D includes the resumes of the key FPM personnel who will manage and execute this project. FPM's technical staff were selected for this project as a result of their relevant experience and their proven ability to work as a team to meet client objectives. The proposed team has successfully provided similar landfill monitoring and reporting services to other Towns on Long Island and has developed in-place streamlined processes for monitoring, sampling, sample management, and documentation. The responsibilities of the FPM project team members are described as follows: ➢ Project Director — Ben Cancemi, PG, our Hydrogeology Department Manager, will be responsible for ensuring that this project is completed in accordance with Town requirements and in a timely manner. Mr. Cancemi will oversee the efforts of the Project - Field Staff, will resolve outstanding issues with the Town, and will attend any meetings with the _ Town. Mr. Cancemi will ensure that sampling documentation is prepared and submitted in accordance with the project scope and schedule and will coordinate with the Project QA/QC Officer regarding monitoring procedures and data validation. Conflicts and technical issues will be evaluated and resolved by Mr.Cancemi,who will be the Town's primary point of contact with FPM. ➢ Project QA/QC Officer - Stephanie Davis, PG will be responsible for QA/QC processes during this project, including confirming that the required monitoring, testing, and reporting procedures are followed, and preparing the required Data Usability Summary Report (DUSR) for each laboratory data package. Her primary responsibility will be to confirm that the monitoring data meet the Town's requirements and are of sufficient quality for their intended purpose and she will coordinate closely with the Project Director to ensure that the project objectives are met. ➢ Project Field Staff — Jacob Stumm and Vincent Manuella, staff members in FPM's Hydrogeology Department, will be the primary field staff for this project. Additional FPM staff, including Ritu Mody, PE, may be occasionally utilized to perform Project Field Staff functions, as necessary. The field staff will perform the groundwater sampling and landfill gas monitoring tasks and prepare the associated documentation. The field staff will conduct equipment operation and maintenance, obtain sample bottles, labels and coolers, coordinate with the lab for sample pickups, perform monitoring, purging, and sampling procedures, provide initial sample transport to FPM's office for lab pickup, and prepare sampling documentation. All staff members proposed for field sampling functions have at least six months of groundwater sampling and landfill gas monitoring experience. FPM -3- November 9, 2023 Subcontracted Services FPM will utilize a subcontractor to provide laboratory services for groundwater monitoring. The proposed subcontractor laboratory is Alpha Analytical, LLC of Westborough, MA (Alpha), with which FPM has worked for over 20 years. Alpha is an ELAP-certified analytical laboratory by the New York State Department of Health (NYSDOH). Alpha was acquired by Pace Analytical Services in March 2023, but continues to operate its laboratories as a division of Pace. Alpha will provide the laboratory data as a NYSDEC ASP Category B deliverable and in NYSDEC Electronic Data Deliverable (EDD) EQuIS deliverable format. Alpha presently provides analytical services for many FPM projects, including landfill groundwater monitoring projects, and has repeatedly demonstrated their dependability, accuracy, and attention to detail. Alpha couriers pick up samples on a daily basis at FPM's Bohemia office, further ensuring that samples are appropriately managed during timely transfer to the laboratory. Information concerning the qualifications of Alpha can be provided upon request. Scope of Work We understand that the Town of Southold is required under NYSDEC regulations to conduct semi- annual sampling and analysis of groundwater from 12 groundwater monitoring wells and quarterly monitoring of 15 gas monitoring wells on the perimeter of the Town's capped municipal solid waste landfill in Cutchogue. We further understand that the proposed work described herein will be conducted for four years, beginning in the first quarter of 2024. The work consists of semi-annual sampling and analysis of groundwater from six well clusters (12 wells), quarterly sampling and analysis of gas from 15 wells, and preparation of sampling reports for the NYSDEC and Town. The groundwater work will consist of two rounds of analysis for 6 NYCRR Part 363 Baseline Parameters per year, with reports to be prepared pursuant to the specifications in the NYSDEC-approved Southold Landfill Groundwater Quality Assurance/Quality Control (QA/QC) Plan provided in the Request for Proposals (RFP). All sample collection, field data collection, laboratory analysis, data validation, and reporting will be completed in strict accordance with the QA/QC Plan. During the proposed four-year contract period groundwater monitoring will be conducted eight times during the 2nd and 4th quarters of each year from 2024 through 2027. The data generated will be used to evaluate the effectiveness of the landfill closure in accordance with Part 363. Landfill gas sampling will be conducted quarterly beginning in the 1 st quarter of 2024, with a total of 16 monitoring events over the four-year period from 2024 to 2027. During each monitoring event the 15 designated wells will be tested for oxygen indicated in total % of gas, carbon monoxide indicated in parts per million (ppm), methane gas indicated as % of its lower explosive limit (LEL), and hydrogen sulfide indicated in ppm. Groundwater sampling activities will be completed in strict accordance with the NYSDEC-Approved QA/QC Plan,and the Part 363 Water Quality Analysis Tables provided in the RFP, including but not limited to: • Equipment preparation and decontamination • Field instrument calibration and documentation • Purging a minimum of 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 their stabilization prior to sample collection FPM -4- November 9, 2023 • Documenting field sampling and field parameter stabilization with the use of the provided well sampling form • Collection of filtered groundwater samples for metals analysis when necessary due to sample turbidity • Collection of groundwater samples using dedicated hand-operated bailers • Collection of required QA/QC samples, including trip blanks and matrix spike/matrix spike duplicates (MS/MSDs) • Sample labeling, preparation, preservation, chain of custody, and shipping FPM will utilize the Field Management Forms provided in Section 18.0 of the QA/QC Plan. We understand that the Town may elect to perform a field audit at any time during the field activities to ensure compliance with the required scope of work and the QA/QC Plan. FPM will prepare a bound report for each semi-annual groundwater sampling event and a letter report for each quarterly gas sampling event. The groundwater report will include, at a minimum, the information listed below. The landfill gas sampling report will include, at a minimum, a summary of the obtained gas readings, the weather at time of monitoring, and a site plan showing the layout of the landfill gas monitoring wells. A copy of each report will be provided to the Town of Southold Solid Waste Management District and the NYSDEC Region 1 Office not more than 45 calendar days after the sampling is conducted, and not later than the 20th day of the third month of the subject calendar quarter (i.e., landfill gas reports will be submitted by the 20th day of March, June, September, and December, and groundwater reports will be submitted by the 20th day of June and December). FPM understands that each Groundwater Sampling Report will include the following required information: • A description of the groundwater sampling methods. • A description/verification of the QA/QC procedures utilized by the lab. • A description/verification of the chain of custody procedures utilized by the field samplers and the lab. • A figure showing the location of each monitoring well sampled. • Field forms documenting well purging and sample collection procedures. • A Data Usability Summary Report (DUSR) documenting the data validation and findings with regard to data usability. • A table listing each monitoring well/sampling location, the sample date, and the value obtained for each parameter analyzed. Any value that exceeds NYSDEC Class GA Ambient Water Quality Standards will be noted as such. • A comparison of upgradient, side gradient, and downgradient chemical data. • Identification and discussion of real or apparent trends chemical constituents over time at each sampled well and what this may indicate with regard to groundwater impacts. FPM -5- November 9, 2023 Summary The proposed FPM Team for this project includes a group of local, highly-experienced technical professionals. FPM has successfully conducted similar groundwater and landfill gas monitoring projects for other Long Island Towns and anticipates efficiently and rapidly mobilizing to meet the needs of the Town of Southold. FPM looks forward to working with the Town of Southold and welcomes the opportunity to provide more information about our qualifications and experience, should the need arise. Very truly yours, Ben Cancemi, PG Senior Hydrogeologist Hydrogeology Department Manager Stephanie O. Davis, PG Senior Hydrogeologist Vice President, FPM Group, Ltd. Cc: Mr. James Bunchuck, Solid Waste Coordinator Appendices: A Contractor cost proposal forms B Certificate of Insurance C Example Projects D Resumes S:\Proposals\Town Of Southold12023 MonitoringlCoverlt2023-Landfillmonitroigproposal.Docx FPM i J APPENDIX A CONTRACTOR COST PROPOSAL FORMS FPM 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 Item Quantity Units Sampling Annual Total (Labor and Expenses) Laboratory Analysis Reporting Total Per Event 20242 Id Qtr One Per Event $2,331.70 $5,749.53 $1,734.20 $9,815.43 Baseline Event $19,630.86 2024 4"Qtr One Per Event $2,331.70 $5,749.53 $1,734.20 $9,815.43 Baseline Event 2025 2nd Qtr One Per Event $2,401.65 $5,749.53 $1,786.23 $9,937.41 Baseline Event $19,874.81 2025 4d'Qtr One Per Event $2,401.65 $5,749.53 $1,786.23 $9,937.41 Baseline Event 2026 2"d Qtr One Per Event $2,473.70 $5,749.53 $1,839.81 $10,063.04 Baseline Event $20,126.08 2026 41h Qtr One Per Event $2,473.70 $5,749.53 $1,839.81 $10,063.04 Baseline Event 2027 2nd Qtr One Per Event $2,547.91 $5,749.53 $1,895.01 $10,192.45 Baseline Event $20,384.89 2027 4'Qtr One Per Event $2,547.91 $5,749.53 $1,895.01 $10,192.45 Baseline Event Grand Total(8 sampling events) $80,016.65 Proposal Submitted By: Ben T.Cancemi Authorized Agent(print name): Ben T.Cancemi,P.G.,C.P.G. Firm Name: FPM Group,Ltd. Title: Vice President,Department Manager Address: 640 Johnson Avenue,Suite 101 Signature: Date:November 8,2023 Bohemia,NY 11716 (Attach any additional supportive statements or documentation as desired) 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 Item Quantity Units Sampling Annual Total (Labor and Expenses) Reporting Total Per Event 2024 Event Four Per Event $758.85 $359.60 $1,118.45 $4,473.80 2025 Event Four Per Event $770.73 $370.39 $1,141.11 $4,564.45 2026 Event Four Per Event $782.96 $381.50 $1,164.46 $4,657.83 2027 Event Four Per Event $795.56 $392.94 $1,188.50 $4,754.00 Grand Total(16 sampling events) $18,450.08 Proposal Submitted By: Ben T.Cancemi Authorized Agent(print name): Ben T.Cancemi,P.G.,C.P.G. Firm Name: FPM Grouop,Ltd. Title: Vice President, Department Manger Address: 640 Johnson Avenue,Suite 101 Signature: / Date: November 9,2023 Bohemia, New York 11716 (Attach any additional supportive statements or documentation as desired) APPENDIX B FPM CERTIFICATE OF INSURANCE FPM A�® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDrYYYY) 2/27/2023 THIS,CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED;subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Jamie Esquivel Marsh&McLennan Agency L"LC PHONE FAX 1031 W 4th Ave, Suite 400 •907-276-5617 A/c Nr,: Anchorage AK 99501 ADDRESS: jamie.esquivel@marshmma.com INSURER(S)AFFORDING COVERAGE NAIC# License#:82353 INSURER A:Crum&Forster Specialty Insurance Co 44520 INSURED OLGOOCORPO INSURER B:National Union Fire Ins Co Pittsbur hPA 19445 FPM Engineering&Geology, PC INSURER C:Navigators Specialty Insurance Company 36056 FPM Remediations, Inc. FPM Group, Ltd INSURER D:Insurance Company of the State of PA 19429 640 Johnson Avenue INSURER E:AIU Insurance Company 19399 Bohemia NY 11716-0000 INSURER F: COVERAGES CERTIFICATE NUMBER:1991193070 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD SUER POLICY NUMBER MOLICYEFF POLICY EXP LIMITS, LTR1=3NM A X COMMERCIAL GENERAL LIABILITY Y EPK142932 3/1/2023 3/1/2024 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADE FTI OCCUR PREMISES Ea occurrence $300,000 X Contractors Poll MED EXP(Any one person) $25,000 Liability$1M PERSONAL&ADV INJURY S1.000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $2,000,000 X POLICY"[K JECT 7 LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: S B AUTOMOBILE LIABILITY Y CA2961561 3/1/2023 3/1/2024 COEaMBINED accident SINGLE LIMIT S2,000,000 X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE S AUTOS ONLY AUTOS ONLY Per accident S C UMB,RELLALIAB rl OCCUR LA23EXC7638011C 3/1/2023 3/1/2024 EACH OCCURRENCE $10,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE 510,000,000 DED RETENTION$ S D WORKERS COMPENSATION WC080756321 3/1/2023 3/1/2024 X E AND EMPLOYERS'LIABILITY Y/N WC080756320 3/1/2023 3/1/2024 STATUTE ER ANYPROPRIETOR/PARTNERIEXECUTIVE N NIA E.L.EACH ACCIDENT 51,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s 1,000,000 A Professional Uab EPK142932 3/1/2023 3/1/2024 Per Claim 1,000,000 Aggregate 2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 'EXPIRATION DATE THEREOF, NOTICE' WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ja^w uta ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD APPENDIX C EXAMPLE PROJECTS FPM PROJECT DESCRIPTION PROJECT TITLE AND LOCATION FPM has worked for the Town of East Hampton since 1988 to provide groundwater and landfill gas Landfill Monitoring and Reporting monitoring services at the Springs-Fireplace Road and Montauk Landfills in accordance with New Springs-Fireplace Road and Montauk Landfills York State Department of Environmental Conservation (NYSDEC) Part 360 closure regulations. Town of East Hampton These regulations include monitoring of groundwater and landfill gas in the vicinity of landfills for 30 years following landfill closure. FPM established perimeter groundwater and landfill gas monitoring FPM ID No.: 158- networks at these landfills in accordance with 6 NYCRR Part 360-2.15(a)(1). The groundwater monitoring networks include wells at different levels within the aquifer and are designed to provide COMPLETION DATE: Ongoing since 1988 groundwater quality data in three dimensions. Groundwater PROJECT OWNER'S INFORMATION: Groundwater monitoring was Owner: Town of East Hampton initially performed on a P.O.C.: Town Supervisor �,..,. " "•'n --_ P quarterly basis in accordance •w,,.h^••�':�� F•..�- .,,:,j .L`�.� Tel. No.: (631) 324-8787 with a Stipulation of Settlement negotiated with the NYSDEC ESTIMATED COST: $100,000/year and has included NYSDEC's ::k;;:;-;;;'.;; Part 360 baseline and routine = �f: s-'-••.,:. >;..: KEY PERSONNEL: *":r;+,:,.._:, t�. .;:,n=h== r.";•:., 3 parameters. Routine parameters include primarily �r;= " We Program Manager: Ben Cancemi, PG, CPG inorganic constituents that .:a;--:�� Project QA/QC: Stephanie 0. Davis, PG, CPG g ��iy;- , :•_ >.=>;` – "° typically are generated by Project Scientists: Jacob Stumm landfills. Baseline parameters �::`� > - :r "�;;�,� s,. •, . Vincent Manuella „r ..,t. ::�: ._r.r�,,:r.. . �`•: :�,..�,:R,� include routine parameters OTHER FIRMS: with the addition of volatile �:- `-= — •�r-••r.'=i•�: : -`'�'t :• °-•� Firm Location Role organic compounds (VOCs). 117..7C NI FPM successfully negotiated � y MMA��•-�•-,=•_.1 Test America Shelton, CT Laboratory with the NYSDEC for reduced monitoring frequencies at the Springs-Fireplace Road Landfill and Services Montauk Landfill(now semiannual)following the completion of the initial quarterly monitoring specified Alpha Analytical Westboro, MA Laboratory in the Stipulation of Settlement. Services Groundwater monitoring data have been utilized to evaluate potential impacts to nearby drinking water receptors and irrigation wells in the vicinity of the landfills. A plume of VOC-impacted groundwater was also identified and was characterized using a groundwater model. A select group of wells is monitored on a quarterly basis to track the migration and monitor the dissipation of the VOC plume. FPM has worked with the NYSDEC and Town to develop a further-reduced scope of monitoring that will allow for adequate data collection while reducing the Town's monitoring costs, some of which result from collection of unnecessary data. Landfill Gas Monitoring FPM has conducted landfill gas monitoring services at the Springs-Fireplace Road and Montauk Landfills since 1988 in accordance with NYSDEC Part 360 landfill closure requirements. FPM established a perimeter explosive gas monitoring network at these landfills in accordance with 6 NYCRR Part 360-2.15(a)(2). Quarterly monitoring of landfill gases, atmospheric pressure, and ambient weather conditions has been performed by FPM at over 43 monitoring wells. Monitoring results are provided to the Town and the NYSDEC on a quarterly basis. S:\Proposals\Town Of Southold\2023 Monitoring\Projects\Southold-EH-Gwgasmoncomb.Docxx Monitoring data has been utilized in support of limiting installation of internal building methane monitoring systems at both landfills. Evaluation of potential impacts to neighboring buildings has also been performed. Based on methane monitoring results, a landfill gas venting system has been installed for a portion of the Springs- Fireplace Road Landfill. FPM provides periodic monitoring of the venting wells at this site. Groundwater Monitoring for Organics In 2023 the NYSDEC required operators of organic material processing facilities to conduct groundwater monitoring for organics. FPM was retained by the Town to prepare a Groundwater Monitoring Plan for submittal to the NYSDEC. Approval of the Monitoring Plan is pending. fir.. jW ft >�► •'r_R`i��i a S:\Proposals\Town Of SoutholdQ023 Monitoring\Projects\Southold-EH-Gwgasmoncomb.Docxx PROJECT DESCRIPTION PROJECT TITLE AND LOCATION: FPM has held multiple contracts with the Town of Smithtown, NY for quarterly and annual landfill Landfill Monitoring and Reporting, monitoring report preparation for its active municipal waste management facility and closed Cell 6 landfill Landfill Closure Financial Assurance Reporting and was recently awarded a contract for groundwater and landfill gas monitoring. FPM has also Town of Smithtown, New York prepared the Towns Annual Financial Assurance Reports for landfill closure for many years. FPM ID NO.: 729- Landfill Monitoring Reporting COMPLETION DATE: Groundwater and landfill gas monitoring are performed quarterly, with the results provided to FPM for Professional Services: Ongoing since 2002 reporting. The Town also tracks several waste streams, including yard wastes and leachate production and disposal from the landfill, and provides the results to FPM. FPM compiles the provided data and prepares quarterly and annual monitoring reports in accordance with the Town's requirements and those PROJECT OWNER'S INFORMATION: of the New York State Department of Environmental Conservation (NYSDEC). Town of Smithtown Report preparation includes evaluating groundwater monitoring data to confirm the correct analytical Department of Environment and Waterways scope and results, data tabulation, completion of the NYSDEC reporting forms, calculations of Average 124 W. Main Street Leakage Rate(ALR) of the landfill leachate, evaluating soil vapor data from landfill gas monitoring wells, Smithtown, NY 11787 and summarizing other reported parameters. The groundwater-monitoring data are evaluated with P.O.C.: Michael Engelmann, Solid Waste respect to the NYSDEC Class GA Ambient Water Quality Standards, NYS Health Department Drinking Coordinator Water Standards, and average background concentrations. FPM also prepares a data discussion for Tel. No. (631) 360-7514 submittal with the annual and quarterly reports. Multiple hard copies of each report are prepared for the ESTIMATED COST: Over$300,000 Town to submit to the NYSDEC in compliance with the reporting requirements. A digital copy is also prepared for Town records. KEY PERSONNEL: When the NYSDEC requested the Town to begin reporting monitoring data on an additional five landfill cells, the Town turned to FPM and requested that we undertake this additional work. FPM developed a Program Manager: Stephanie O. Davis, PG, CPG cost proposal and was subsequently awarded the additional reporting work. Project Manager: Ben T. Cancemi, PG, CPG Project Scientists: Jacob Stumm, During the initial period of services, FPM was twice awarded this two-year contract and completed work Vincent Manuella under a contract extension. Our current services are provided under a new two-year contract, which the Town sought from FPM following less-than-satisfactory landfill monitoring reporting by others. The Town has recently extended this contract for an additional two years due to FPM's high-quality service and responsiveness. Groundwater Monitoring FPM was recently selected for a five-year contract to conduct groundwater monitoring at the Town's landfill site in Kings Park. This contract commenced in 2023 and the scope of services is very similar to the Town of Southold's work scope and the monitoring work we conduct for the Town of East Hampton. In 2023 the NYSDEC conducted sampling for PFAS at select Town of Smithtown landfill groundwater monitoring wells. FPM was retained by the Town to conduct split-sampling and evaluate the resulting data to assist the Town with assessing potential impacts from these emerging contaminants. Landfill Closure Financial Assurance Reporting FPM has been contracted since 2012 to provide Landfill Closure Financial Assurance reporting for the Town. FPM coordinates with the Town Comptroller and outside financial auditors to obtain Town financial information. FPM also obtains landfill closure, monitoring, and maintenance cost information, and evaluates these costs over the 30-year post closure monitoring period. The resulting reports are provided to the Town for reporting to the NYSDEC. Groundwater Monitoring for Organics In 2023 The NYSDEC required facilities in Suffolk and Nassau Counties that process and compost organic materials to implement a groundwater monitoring program. The Town contacted FPM for proposals to prepare the required Groundwater Monitoring Plan and conduct the required monitoring. FPM was awarded the contract for Groundwater Monitoring Plan preparation and the Plan has been completed and submitted to the NYSDEC. NYSDEC MA 61 approval of the submitted Plan is pending. .. Town approval of the monitoring proposal is pending, based on NYSDEC approval of the submitted Groundwater Monitoring Plan. PHASE I CAPPED LANDFIL LEAF TRANSFER AREA 011- rdW-E-2Bv MY" BALL FIELDS PHASEII CAPPED MW'C ,. / LANDFILL PROCESSING AREA Pt PC .«- MW-0 I APPENDIX D PROJECT PERSONNEL RESUMES FPM FPMgroup 1 Ben T. Cancemi, PG, CPG g p An O/goonikCompany Engineering and Environmental Science Mr. Cancemi has diverse experience in geology and hydrogeology. His professional experience includes groundwater and soil investigations, design and management of soil remediation projects, installation and maintenance of groundwater containment and remediation systems, aquifer testing and interpretation, geotechnical studies, evaluation of site compliance with =` environmental regulations and environmental permitting. Functional Role Years of Experience J � Hydrogeology Department Manager h 25+ Project Director o Vice President Personal _ Program Manager, Municipal Landfill Gas Monitoring, Town of East Hampton, NY Education Managed and performed routine methane M.S./2001/Hydrogeology/SUNY Stony Brook monitoring at two Town of East Hampton landfills B.S./1995/Geology/SUNY Stony Brook for compliance with NYSDEC requirements and to evaluate potential offsite migration to the Registration and Certifications surrounding community. Monitored indoor air with New York State Professional Geologist, #00658 a flame ionization detector (FID) to evaluate Certified Professional Geologist—American Institute impacts to buildings. of Professional Geologists • Hydrogeologist, Groundwater Modeling, NYC Office of Environmental Remediation—Gold Town of East Hampton, NY Assisted with Certified Professional groundwater flow modeling for the Springs- OSHA 40-hour HAZWOPER and Current 8-hour Fireplace Road Landfill to evaluate the nature Health and Safety Training and Current Annual and extent of the landfill plume, its likely Physical downgradient extent, and its fate. OSHA 8-hour HAZWOPER Supervisor Hydrogeologic Evaluations OSHA 10-hour Construction Safety and Health . Project Manager, Lower Manhattan, NY. OSHA Permit-Required Confined Space Training NYCT. Coordinated and performed constant Long Island Geologists head hydraulic conductivity (packer) testing in National Groundwater Association boreholes located in fractured bedrock in lower Employment History Manhattan, NY to evaluate fracture connectivity 2001-Present FPM Group with the nearby Hudson and East Rivers and 1998-2001 Burns& McDonnell Engineering determine hydraulic conductivity and related parameters such that water management Company procedures could be implemented for 1997-1998 Groundwater and Environmental redevelopment of the New South Ferry Subway Services Station. 1996-1997 Advanced Cleanup Technologies • Project Manager, Manhattan, NY. NYCT Detailed _ _ Coordinated and performed a hydrogeologic nce investigation, including utility clearing,soil borings, Landfills rock coring, packer testing, aquifer pumping • Project Manager, Municipal Landfill testing, data collection, and interpretation, to Monitoring, Town of Smithtown, NY. Manage evaluate subsurface conditions and determine the groundwater monitoring program at the Town geologic parameters for a proposed subway of Smithtown's Kings Park, NY municipal landfills, extension of the NYC Transit No.7 Subway Line. including the sampling a multi-depth monitoring . Project Manager, Various Sites Long Island, well network, analysis and interpretation of NYC, and Westchester County, NY Performed analytical and hydrogeologic data. aquifer pumping and slug tests and evaluated hydrologic properties using the computer program AQTESOLV. As of 2023 FPMgroup Ben T. Cancemi, PG, CPG An O/goonikCompany Engineering and Environmental Science Site Investigations • Project Manager Remedial Investigation • Program Manager for ongoing investigation and NYSDEC BCP Site, Queens, NY Coordinated remedial projects at several New York State and performed an investigation at a vacant Inactive Hazardous Waste Disposal sites, commercial property Far Rockaway, NY, including Voluntary Cleanup Program(VCP)sites, and NYC soil, groundwater and soil vapor sampling to OER e-designated sites. Investigations have assess onsite chlorinated solvent impacts from an included site characterization, Remedial adjoining offsite source. Prepared Remedial Work Investigations/Feasibility Studies (RI/FS), and Plan and Report and provided monthly updates. Resource Conservation and Recovery Act Project Manager, Site Investigation, Former (RCRA) facility investigations and closures. Aerospace Facilities, Long Island, NY Remedial services have included contaminated Coordinated and performed soil and groundwater soil removal; design, installation, and operation of sampling and soil vapor studies at several air sparge/soil vapor extraction-(AS/SVE)systems aerospace manufacturing facilities on Long Island, and sub-slab depressurization systems (SSDS), NY. Assessments included an evaluation of past capping, and other remedial services. manufacturing and facility operations, storage and • Program Manager NYSDEC BCP Site, use of solvents, petroleum and manufacturing- Brooklyn, NY Coordinated and performed an derived wastes, and impacts to soils, soil vapor, investigation, implemented remedial measures and groundwater.Areas of concern were identified and regulatory reporting at a former dry-cleaning for further evaluation and/or corrective action. facility in Brooklyn, NY, including soil, groundwater Project Manager, Site Investigation, Former and soil vapor sampling to assess onsite agricultural facilities, Long Island, NY chlorinated solvent impacts. Remedial actions Coordinated and performed soil and groundwater included conducting pilot testing for installation of investigations at various agricultural and a sub-slab depressurization system (SSDS), horticultural properties to evaluate impacts of coordinating the installation of vapor barrier and past herbicide and pesticide usage on the SSDS. Prepared a Final Engineering Report underlying soil and groundwater. documenting remedial activities and a Site Program Manager, Petroleum Release Sites, Management Plan for continued site monitoring. Various NYC, Long Island and Westchester • Program Manager NYSDEC Inactive County Coordinated and performed onsite and Hazardous Waste Site, Garden City, NY offsite monitoring at petroleum release sites on Coordinated and performed an investigation, Long Island,the New York metropolitan area, and implemented remedial measures and regulatory in Westchester County in accordance with reporting for a former printing facility in Garden NYSDEC Spill program requirements. The City, NY, including soil, groundwater and soil monitoring programs generally included sampling vapor sampling to assess onsite chlorinated multi-depth monitoring well networks utilizing low- solvent impacts. Remedial actions included pilot flow sampling techniques, analysis/interpretation testing and installation of an air sparge/soil vapor of analytical and hydrogeologic data, and extraction (AS/SVE) system and SSDS, regulatory reporting. coordinating the installation of an SSDS, removal . Project Manager, Site Investigation, Logan of contaminated soils from two areas and removal International Airport,Boston, MA.Coordinated of impacted sediments from twelve leaching a soil and groundwater sampling program to structures. Prepared a Final Engineering Report evaluate environmental conditions at Terminal A, documenting remedial activities. Logan International Airport, East Boston, • Program Manager, NYC Redevelopment Site, Massachusetts. The program included an Queens NY. Program Manager for environmental assessment of the current fuel hydrant system activities at a NYC Voluntary Cleanup Program and other locations of potential environmental Site. Environmental activities included concern using non-destructive air vacuum preparation of a Phase I report, completion of a extraction-clearing techniques combined with remedial investigation, preparation of associated direct-push sampling. work plans, implementation of a community air Project Manager, Site Investigation, monitoring program for site activities, excavation Pyrotechnics Facility, Suffolk County, NY. and disposal of impacted soils, management and Managed and performed a soil and groundwater disposal of clean soils, and regulatory reporting. investigation, a remedial soil excavation, and groundwater monitoring at a pyrotechnics As of 2023 Ben T. Cancemi, PG, CPG FPNgroup An O/goonikCompany Engineering and Environmental Science manufacturing facility in Suffolk County, NY. The pipe camera surveys, and structure locating work was performed under the direction of the utilizing water-soluble dyes and electronic Suffolk County Department of Health Services locating equipment. (SCDHS) to investigate and remediate Project Manager, Remediation Sub-Slab contamination from historic use of perchlorate- Depressurization Systems, NYC, Nassau and containing materials at the facility. Suffolk Counties, NY Conceptually designed • Project Manager, Site Investigation, and oversaw the installation of a sub- slab Automobile Franchise, Westchester County, depressurization system (SSDS) at several NY. Coordinated and performed soil, commercial properties in the NYC and Long groundwater and soil vapor investigations at Island to mitigate chlorinated solvent impacts. several automobile dealerships in Westchester SSDS monitoring was conducted to ensure County, NY to evaluate potential impacts from proper operation and emissions compliance of petroleum and chemical solvent storage and with NYSDEC air discharge guidelines. usage and onsite waste water disposal systems. Project Manager, Remediation System O& M, • Project Manager, Site, Investigation, Former NYC and Long Island.Operated and maintained mercury thermometer manufacturing facility, remediation systems, including SVE, NYC, NY. Coordinated and performed soil and groundwater pump and treat, AS, dual-phase soil vapor intrusion study at a former mercury extraction, SSDS and free-phase petroleum thermometer manufacturing facility in NYC. recovery systems. Assessments included an evaluation of past Project Manager, Remediation. White Plains, manufacturing and facility operations, storage NY. Managed and coordinated a petroleum spill and use of mercury, manufacturing-derived investigation to evaluate the nature and extent of wastes, and impacts to soils and soil vapor Areas a fuel oil release at an office building in White of concern were identified for further evaluation Plains, NY. The investigation included and remedial action. excavation and removal of a 5,000-gallon UST Remediation situated over 20 feet below grade, tightness • Project Manager, Remediation, Former testing of the UST and associated piping, a soil Landfill, Suffolk County, NY. Managed and groundwater investigation, free product remedial activities at a NY State Environmental recovery utilizing vacuum-enhanced fluid Restoration Program (ERP) Site situated at a recovery techniques, and coordination and former hospital landfill in Northport, NY. reporting to the NYSDEC and Westchester Responsibilities contractor management and County Department of Health. oversight, soil disposal management, Health and Safety confirmatory testing, data review, and HASP and CAMP Plan Preparation, Various preparation of remedial work plan and final Sites. Prepared community air monitoring and engineering report for remedial activities. health and safety plans for several NYSDEC • Project Manager, Remediation - AS/SVE, inactive hazardous waste, brownfield cleanup Various Sites, NYC and Long Island. program, volunteer cleanup program, petroleum Performed pilot testing, design, installation and spill, and NYC e-designation program sites procurement of numerous multi-depth soil vapor HASP Monitoring, Various Sites. Performed extraction (SVE)and air sparge(AS) remediation health and safety monitoring at investigation and systems on Long Island and in the NYC remediation sites during intrusive activities. metropolitan area to remediate chlorinated Calibrated and operated photoionization solvents and petroleum. Conducted remediation detectors (PID) and flame-ionization detectors system operation and maintenance, and (FID) for organic vapors and combustible gas evaluations of system performance. indicators (CGI) for methane. Compared results • Project Manager, Remediation — UIC to applicable action levels and took Structures, Nassau and Suffolk County, NY. preventative/protective measures as necessary. Performed numerous storm water and sanitary CAMP Monitoring, Various Sites. Performed leaching structure (UIC) cleanouts utilizing community monitoring, including monitoring for excavation and/or vacuum assisted equipment to noise, particulates (dust), and organic vapors. remove contaminated sediments and liquids. Recorded observations and compared to Conducted waste characterization and profiling, A5 of 2023 FPNgroup Ben T. Cancemi, PG, CPG An O/goon&Company Engineering and Environmental Science applicable action levels. Calibrated and operated Island. The RD work plan included a summary of noise meters, particulate monitors, and PID/FID. past investigations, a materials management • Radiation Screening,Various Sites. Performed plan for the excavation and disposal of screening for radiation at select sites. Operated contaminated soils and debris, a post-excavation Geiger counter in different radiation modes and sampling plan, a site restoration plan, community obtained and evaluated background readings. air monitoring plan (CAMP), health and safety • Mercury Screening. Performed screening of plan (HASP) and a quality assurance and quality mercury vapor for several projects. Operated and control (QA/QC) plan. experienced with Jerome and Lumex Mercury Project Manager, Air Monitoring, Nassau Vapor Analyzers. County, NY. Managed and performed monthly soil gas sampling and quarterly indoor air quality Other sampling at an elementary school in • Project Manager, RCRA Closure, Nassau southwestern Nassau County, NY. The County,NY Coordinated RCRA closure activities monitoring and associated NYSDEC reporting and performed confirmatory sampling at a former were performed to ensure that a gasoline package manufacturing and printing facility in groundwater plume migrating through the school Nassau County, NY. Project duties included property was not impacting indoor air at the preparation of a closure work plan, contractor school. procurement, a subsurface site investigation, Project Manager, Environmental Compliance, rinseate sampling, and regulatory agency Multiple Sites. Performed compliance reporting and coordination, and preparation of a inspections to assess issues of potential closure report. environmental concern at manufacturing, • Project Manager, Former Landfill, Suffolk aviation, trucking, retail, and not-for-profit County, NY. Prepared a remedial design (RD) facilities. work plan for a former hospital landfill on Long As Of 2023 FPMgroupStephanie O. Davis, PG, RG, CPG a An OigoonikCompany Engineering and Environmental Science Ms.-Davis has diversified experience in geology and hydrogeology. Her professional technical experience includes groundwater, soil, and soil vapor investigations, design and management of soil and groundwater remediation projects, design and installation of groundwater containment systems, design and evaluation of soil vapor intrusion mitigation systems, groundwater flow modeling, aquifer testing and interpretation, evaluation of site compliance with environmental regulations,and personnel training. Ms. Davis presently manages several large-scale investigation and remedial programs, including program scopes, budgets, staffing, and schedules. Functional Role Years of Experience i I Senior Hydrogeologist , 30+ Project QA/QC Officer _ Vice President -1i 1 lPersonal Data client and USEPA coordination, reporting review, Education and troubleshooting. • Project Manager, Landfill Closure M.S./1984/Geology/University of Southern California Investigations, Town of East Hampton, NY. B.S./1981/Geology/Bucknell University Prepared Closure Investigation work plans, Registration and Certifications including Hydrogeologic investigations, methane New York Professional Geologist#000247, 2017 investigations, surface leachate investigations, and Certified Professional Geologist#9487, (AIPG) 1995 vector investigations. Prepared final Closure California Registered Geologist#5192, 1991 Investigation Reports, approved by the NYSDEC. Pennsylvania Professional Geologist#PG-000529-G,1994 • Project Manager, Landfill monitoring networks, OSHA-approved 40-hour Health and Safety Training Town of East Hampton, NY. Supervised Course(1990) installation of groundwater and methane monitoring OSHA-approved 8-hour Health and Safety Training wells at the landfills, including hollow-stem auger Refresher Courses (1991-Present) and mud-rotary well installations, split-spoon soil OSHA-approved 8-hour Site Safety Supervisor Training sampling and boring log preparation, oversight and Course (2008) interpretation of wireline electric logging, and National Ground Water Association completion of initial baseline monitoring events. Long Island Association of Professional Geologists • Hydrogeologist, Landfill groundwater USEPA Triad Training for Practitioners monitoring, NJ. Performed groundwater sampling NYC OER Gold Certified Professional at a radio tower facility constructed on a landfill. Employment History Analyzed results and made recommendations. 1993-Present FPM Group • Program Manager, Landfill monitoring 1992-1993 Chevron Research and Technology Co. programs, Town of East Hampton, NY. 1990-1992 Chevron Manufacturing Co. Supervises ongoing groundwater and methane monitoring programs, including field team 1984-1990 Chevron Exploration, Land, and coordination, communications with the Town, Production Company report scheduling, data review, and report review Continuing Education prior to distribution to the client and NYSDEC. o Treatment of Contaminated Soil and Rock Negotiated with NYSDEC for reduced monitoring o Groundwater Pollution and Hydrology frequencies based on historic monitoring results. o Environmental Law and Regulation • Senior Hydrogeologist, Landfill plume o Remedial Engineering modeling, Town of East Hampton, NY. o Soil and Foundation Engineering Conducted groundwater flow modeling to evaluate o Environmental Geochemistry the nature and extent of a landfill plume and its fate. o Project Management Professional (PMP)training Findings were presented at public meetings and were used to determine the configuration of the Detailed encelandfill's groundwater monitoring network. • Hydrogeologist, Septage lagoon Superfund Landfills site, Town of East Hampton, NY. Conducted • Program Manager, Greenhouse gas monitoring sampling of former septage lagoons at a landfill. program, Town of Islip, NY. Responsibilities Evaluated the resulting data, and prepared a include scope and budget management, staffing, delisting petition for this NYSDEC Superfund site. As of 2023 FPMgroup Stephanie O. Davis, PG, RG, CPG An O/goon&Company Engineering and Environmental Science • Hydrogeologist,containment system modeling, Senior Hydrogeologist, groundwater modeling, Richmond, CA. Used FLOWPATH modeling East Hampton, NY. Utilized Visual Modflow to program to predict groundwater flow directions and evaluate impact from a contaminant plume on a evaluate extraction well locations and pumping proposed SCWA wellfield. Model development rates for a groundwater containment and included evaluation of recharge, aquifer properties, remediation system at a former municipal landfill. subsurface stratigraphy, boundary conditions, • Program Manager, Landfill gas monitoring plume source and concentration, and wellfield program, Town of Islip, NY. Manages monthly locations and pumping rates. methane monitoring for all landfills, including onsite Hydrogeologist,aquifer testing, Manhattan, NY. and offsite monitoring wells, methane collection NYCT. Participated in a multi-day, multi-well systems, and flare systems. Data is recorded aquifer pumping test for NYCT subway extension. electronically and downloaded to computer for Responsible for operating and maintaining data formatting prior to expedited delivery to Town. logging equipment,coordinating manual water level • Program Manager, Landfill monitoring measurements, and analyzing resulting drawdown reporting program, Town of Smithtown, NY. data. Supervised and reviewed quarterly and annual • Hydrogeologist, aquifer evaluation, Brooklyn, monitoring reports for all monitoring programs at NY. Evaluated subsurface geologic conditions for the landfills for Town compliance with NYSDEC subway site utilizing existing boring logs, requirements, including tabulation and reporting of topographic, and historic map data. groundwater and methane monitoring data, solid • Hydrogeologist, aquifer testing, Queens, NY. waste and recycling collection data, yard waste Performed slug tests on monitoring wells at an East composting operations, and landfill leachate Side Access site, and evaluated hydrologic collection and disposal data. properties using the HYDROLOGIC ISOAQX • Program Manager, Landfill remediation, Town computer program. of Huntington, NY. An historic landfill was Hydrogeologist, Remedial well installation, removed from parkland under the NYSDEC's ERP. USEPA Superfund site, Deer Park, NY. Responsibilities included work scope development, Supervised drilling, installation and development of schedule and budget management, staffing, client groundwater extraction, injection, and monitoring and regulatory agency coordination and reporting, wells at a USEPA Superfund site. Interpreted and report review and certification. aquifer and well performance from development • Program Manager,Landfill Financial Assurance data and recommended modification of drilling and Reporting, Town of Smithtown, NY. Prepares development procedures. annual Financial Assurance Reports as per Town Hydrogeologist,Aquifer testing,Manhattan,NY. landfill closure requirements. Services include Performed aquifer pumping and slug tests and summarizing landfill closure and monitoring costs, evaluated hydrologic properties using the calculating total costs over a 30-year period, AQTESOLV computer program. Results were evaluating available Town funds using used to address dewatering and construction Comptroller's financial reports, assessing available concerns for subway tunnels. funds using NYSDEC-required procedures, and Hydrogeologist, Aquifer evaluation, Mattituck preparing annual reports. Airport,Mattituck,NY. Performed water level and Hydrogeologic Evaluations water quality monitoring at a NYSDEC Superfund • Project Manager, Well Permitting, East site. Constructed groundwater elevation contour maps and utilized chemical analytical data to Hampton, NY. Prepared Engineer's Report for predict contaminant plume migration. Long Island Well Permit for a 230-gpm irrigation . Senior Hydrogeologist, DEIS services, Lazy supply well. Responsible for evaluation of well Point, NY. Prepared detailed evaluations of interference, salt water upconing, impacts from groundwater conditions and potential impacts for a contaminants, and other factors affecting the proposed well. Performed well design (gravel pack water main extension to Lazy Point for a draft size, screen size, etc.). Familiar with sieve Environmental Impact Statement (DEIS). analyses, well construction and development Evaluated current and historic groundwater data methods. and analytical models to determine potential impacts for both Lazy Point and the drinking water source area and prepared associated portions of the DEIS. As of 2023 FPNgroup Stephanie O. Davis, PG, RG, CPG An O/goonikCompany Engineering and Environmental Science Environmental Data Analysis applicable methods to evaluate and develop soil Ms. Davis has participated in multiple sessions of cleanup objectives for non-regulated compounds. environmental geochemistry training provided by • Organic parameter breakdown assessments. environmental geochemists, including physical Interpreted numerous organic parameter datasets chemistry, thermodynamics, ionic interactions, to evaluate breakdown sequences, likely original complexation, biologic effects, and other basic parameters, and rates of degradation. principles. Training also included field sampling • Insitu remediation assessments, multiple sites. procedures and effects on chemical data, chemical Formulated chemical treatment plans for insitu analytical methods and equipment, and QA/QC remediation, including assessment of contaminant procedures and interpretation. Attended periodic concentrations and distribution, chemical environmental chemistry training sessions hosted by processes and indicators, natural attenuation environmental laboratories and participated in hands- indicators, additional stochiometric demands, and on training in data and QA/QC evaluation. hydrogeologic factors. • Data Evaluation, multiple projects. Reviewed Site Investigations and evaluated numerous soil, groundwater, product, indoor/ambient air,and soil vapor chemical Program Manager for ongoing investigation and analytical datasets, including evaluation of batch remedial projects at several New York State and site-specific QA/QC samples, laboratory Inactive Hazardous Waste Disposal sites,Voluntary narratives, comparison to regulatory agency Cleanup Program (VCP) sites, and Brownfield criteria, historic data, and background data. Cleanup Program (BCP) sites, and NYCOER e- • Quality Assurance Project Plans (QAPPs), designated sites. Investigations have included site multiple projects. Developed and implemented characterization, Remedial Investigation/Feasibility numerous QAPPs, including QAPP design, sample Studies (RI/FS), and Resource Conservation and delivery group (SDG) evaluations, sampling Recovery Act (RCRA) facility investigations and procedures and sequences, and QA/QC sample closures. Remedial services have included preparation/collection. contaminated soil removal, in-situ chemical Data Usability Summary Reports (DUSRs), treatment, design, installation, and operation of air multiple projects. Prepared DUSRs for numerous sparge/soil vapor extraction (AS/SVE) systems and chemical analytical datasets for projects overseen sub-slab depressurization systems (SSDSs),capping, and other remedial measures. by USEPA, NYSDEC and other regulatory program Manager, NYS Inactive Hazardous agencies, including soil, groundwater, soil vapor, � Waste Disposal Site, Greenpoint, NY. indoor air, and ambient air datasets. Responsible for project scoping, cost estimation, • DUSR Preparation for Major RCRA Closure, subcontracting, field services, report preparation, Great Neck, NY. Prepared DUSRs for over and agency negotiations for a former manufacturing sites during RCRA closure of a major facility. Services included an RI, � an FS, manufacturing facility. Coordinated with sampling implementation of an Interim Remedial Measure personnel, laboratories and regulatory agency (IRM), and an underground utility survey. A chemists to resolve QA/QC issues. Completed Remedial Action Work Plan (RAWP) was also work under tight schedules to meet client deadlines. prepared for an associated petroleum spill. • Electronic Data Deliverables (EDDs), multiple . Program Manager, NYS BCP Site, Far projects. Implemented protocols and procedures Rockaway, NY. Managed all aspects of pre- for all FPM sites for which NYSDEC EDDs are application investigation, BCP application, RI Work required. Responsibilities included staff training, Plan development and implementation, and Citizen data package QA/QC, client interactions, budget Participation Plan (CPP) for a chlorinated solvent and schedule impact assessments, and site. Responsible for scope development, dissemination of EDD training information. NYSDEC and NYSDOH coordination, budget, • Data Evaluation, multiple sites. Performed schedule, staffing, and report management. forensic assessments of historic environmental Program Manager,Site Characterization(SC)for chemical analytical data to resolve apparent NYS Inactive Hazardous Waste Disposal Site, discrepancies with modern data and other Flushing, NY. Responsible for SC scope inconsistencies. development, budget, schedule, SC Work Plan and • Leachate test assessments. Assessed leachate report review, staffing, and agency negotiations for test protocols and results to determine the most As of 2023 FPNgroup l Stephanie O. Davis, PG, RG, CPG An O/goon&Company Engineering and Environmental Science a chlorinated solvent site undergoing residential remediation cost estimation. Environmental issues redevelopment. included obsolete communications and facility _. • Program Manager, Investigation and Remedial equipment, USTs, underground injection control Services, NYS BCP Sites, Far Rockaway, NY. systems, asbestos and other hazardous materials, Managed scope, budget, schedule, staffing and and transaction and regulatory agency quality assurance for pre-application investigations negotiations. of several associated BCP sites. Prepared the BCP Project Manager, RCRA Facilities Investigation applications and supporting documentation for the (RFI), Barksdale AFB, LA. Responsible for all environmental issues, including chlorinated aspects of field program planning, solicitation and solvents, a petroleum spill, petroleum tanks, and selection of subcontractors, mobilization and historic fill. establishment of a field office, supervising multiple Program Manager, Environmental Services for field crews, installation and sampling of monitoring Senior Living Developer, Long Island, NY. wells,collection and soil samples, data tracking and Performs environmental analyses and directs management and preparation of an RFI report. The investigation and remedial activities for property scope of work included characterization of the acquisition and redevelopment for senior residential nature and extent of groundwater and soil facilities. Services included Phase I ESAs, contamination at thirteen Solid Waste Management investigation and remediation cost estimation, Units(SWMUs), performing a Base-wide evaluation Phase II investigations, Site Management Plans, of background contaminant concentrations, and and transaction and regulatory agency developing a long-term monitoring (LTM) program negotiations. for the Base. • Program Manager, Environmental Services for Field Services Manager, UST Investigation, Commercial Real Estate Developer, Long Plattsburgh AFB, NY, AFCEE. Responsible for Island, NY. Managed all Phase I ESA, Phase II field crew training, coordination of sampling crews investigations, and remediation projects for a major at multiple sites, sample labeling, handling, commercial real estate developer. Projects tracking, and shipping, field data management and included environmental services associated with remote field office management. The scope of work purchase and redevelopment of office buildings, included collection of over 450 groundwater aerospace facilities, former research and samples to characterize groundwater conditions in development facilities, and large manufacturing the vicinity of 150 USTs using a Geoprobe sampling plants. Remedial services have included RCRA rig, well points, and rapid turnaround-time analysis. closures, UIC closures, tank removals, and large Program Manager Environmental Investigation excavations. for Supermarket Developer, Long Island, NY. • Program Manager, RI/FS, RAWP, and Remedial Conducted site investigations, including soil vapor Services, Levittown, NY. Managed all aspects of sampling, soil sampling and analysis, groundwater RI/FS for a Class 2 Inactive Hazardous Waste sampling and analysis, and geotechnical evaluation Disposal (Superfund) site involving chlorinated for numerous sites in Suffolk County, New York. solvents. Responsibilities included RI/FS scope, The resulting data were utilized by a major budget and schedule development, RI/FS work supermarket company in the negotiations for the plan, HASP, CAMP, and QAPP, coordination with purchase of the properties and in the property client, tenants, and regulatory agencies, report remediation prior to development. review, remedial approach development, • Project Manager, Site Investigation, Bronx, NY. conceptual design, and cost estimation. Developed Managed field sampling and data analysis RAWP and negotiated the remedial scope with the activities, including soil vapor analysis, soil sample NYSDEC. Remedial services included analysis,and groundwater sampling and analysis at implementation of AS/SVE, SSDS, and site an active commercial bus terminal. Made management. recommendations for site remediation, including • Program Manager, Environmental Investigation UST removal, soil excavation and disposal, and and Remediation, Communication Facility, free-phase product extraction. Long Island, NY. Responsible for all aspects of Project Manager, RCRA Facilities Investigation, investigation and remediation of a former City of Richmond, CA. Prepared RFI work plan, communications facility during property acquisition incorporating existing geologic, chemical, and and redevelopment for a medical facility use. historical data, evaluating newly-acquired site data, Services included Phase I ESA,facility investigation and developing recommendations for further scope, budget, staffing, and reporting, and As of 2023 FPNgroup I Stephanie O. Davis, PG, RG, CPG An O/goonikCompany 1 Engineering and Environmental Science investigation and remedial action at a former Expert Environmental Review Services, municipal landfill. Nationwide Sites for Real Estate Developers. • Project Manager, Site Investigation, Bay Shore, Reviews environmental investigation and NY, Manufacturing facility. Managed onsite and remediation reports for several major real estate offsite soil and groundwater sampling program. developers, advises clients regarding Compiled and evaluated data and prepared a environmental concerns for property acquisition comprehensive report of the investigation results for and redevelopment, develops comprehensive cost approval by the SCDHS and NYSDEC. Proposed estimates, coordinates with construction remediation technologies for onsite soil contractors, architects, regulators and attorneys contamination and onsite and offsite groundwater regarding environmental concerns. contamination. Expert Environmental Consulting Services, • Project Manager, Site Investigation for FAA, Multiple Sites, Town of Brookhaven, NY. Newark Airport, NJ. Managed and conducted a Performed site inspections, investigations, and soil and groundwater sampling program adjacent to remedial cost estimation in response to Town Runway 29. Analyzed chemical analytical data and Attorney requests. Assisted with Town Code developed recommendations. revision and litigation. Coordinated with Town • Project Manager, Remedial Investigation, personnel, outside counsel, regulatory agency Richmond Refinery, CA. Supervised and representatives, and law enforcement officers conducted drilling, soil sampling, cone regarding environmental concerns. penetrometer testing, and well installation at a Program Manager, Large Agricultural Property, refinery process water effluent treatment system Jamesport, NY. Responsible for investigation and former municipal landfill. scoping, budget and schedule, remedial cost • Program Manager, major New York Metro area estimates, staffing, and client interactions for automobile dealer. Managed all investigation and evaluation of a large agricultural property for a remedial activities for a major automobile retailer property transaction. with multiple facilities. Sites included tanks, Health and Safety petroleum spills, underground injection control (UIC) systems, soil vapor intrusion issues, and Health and safety monitoring, multiple sites. hazardous waste management. Responsible for Implemented HASP monitoring at investigation and work scope and budget preparation, staffing and remediation sites during intrusive activities, oversight, client and regulatory agency interactions, including calibration and operation of addressing insurance issues, reporting and photoionization detector(PID) and flame ionization certification, and project closeouts. detector (FID) for organic vapors, combustible gas • Program Manager, SWTP groundwater indicator (CGI) for methane, dust meter for monitoring program, Town of East Hampton. particulates, and noise monitor. Compared results Managed groundwater monitoring and reporting for to applicable action levels and implemented the Scavenger Waste Treatment Plant (SWTP). protective measures as necessary. Responsibilities included oversight of well CAMP monitoring, multiple sites. Performed installation, purging and sampling the SWTP community monitoring, including monitoring for groundwater monitoring wells, and providing data to noise, particulates (dust), and organic vapors. the Town for reporting purposes. Recorded observations and compared to applicable • Program Manager, Site Assessments for action levels. Calibrated and operated noise - Transportation Hub development, Suffolk meters, particulate monitors, and PID/FID. County, NY. Manages Phase I ESAs, Phase II Prepared CAMP monitoring reports and presented investigations, and remediation required for client results to regulatory agencies and the public. acquisition of multiple parcels for redevelopment. Radiation screening, multiple sites. Performed Coordinates and oversees each project, interfaces screening for radiation at select sites, including -� with counsel and regulatory agency operating Geiger counter in different radiation representatives, and develops comprehensive cost modes and obtaining background readings. estimates. As of 2023 FPM a Jacob Stu group mm An O/goon&Company Engineering and Environmental Science Mr. Stumm has diversified experience in geology and hydrogeology. His professional experience includes groundwater and soil investigations, routine landfill gas monitoring, Phase I Environmental Site Assessments, soil remediation projects, soil vapor intrusion evaluation, maintenance of groundwater, soil and soil vapor remediation systems, and evaluation of site compliance with environmental regulations. Al a Functional Role Years of Experience Project Field Staff Hydrogeologist 3 Personal Data York State in accordance with the ASTM Standard. Phase I ESA tasks included site inspections, Education interviews, evaluation of state and federal BS/Geology/SUNY Stony Brook/2020 databases, record reviews at local and state AA/General Studies/SUNY Suffolk/2017 government agencies, and reports. Employment History Skilled in use and calibration of field equipment 2022— Present FPM Group including photoionization detectors (PID), 2021 —2022 PW Grosser Consulting combustible gas indicator (CGI), water-level meters, interface probes, groundwater quality Certifications instrumentation, and survey equipment. OSHA 40-hr HAZWOPER Supervisor Training Performed soil and groundwater investigations at OSHA OSHA S0-hr Construction Safety various properties utilized for agriculture and horticulture to evaluate the impact of past herbicide and pesticide usage on the underlying soil and iDetail - ' groundwater. Landfills • Performed data tabulation and evaluation relative • Landfill monitoring -Town of East Hampton, NY. to established regulatory agency criteria including Conducts ongoing groundwater and landfill gas USEPA, NYSDEC, NCDOH, and SCDHS. monitoring for the Springs-Fireplace Road and • Field Technician, Little Rock Air Force Base, Montauk, landfills. Responsibilities include collection of routine and baseline groundwater samples, landfill AR. Participated in the Remedial Investigation in gas monitoring, tabulation of analytical data, and coordination with prime contractor, AECOM. report preparation. Responsibilities included groundwater well installation oversight, groundwater vertical profile • Landfill monitoring - Town of Smithtown, NY. sampling, well development and sampling, soil Conducts groundwater monitoring programs for the boring sampling, and surface water and sediment Smithtown landfills. Responsibilities include sampling. collection of routine and baseline groundwater samples and leachate sampling, tabulation of Remediation analytical data, and report preparation. • Field Technician. Operates and maintains Site Investigation and Monitoring remediation systems, including soil vapor extraction, air sparge systems, groundwater pump • Performs soil, soil vapor, indoor air and and treat, and sub-slab depressurization systems. groundwater monitoring and sampling at 0 performed storm water and sanitary leaching commercial, industrial, and municipal sites throughout Long Island and the New York structures cleanouts utilizing excavation and/or metropolitan area. Monitoring and sampling vacuum assisted equipment to remove activities are conducted in accordance with contaminated sediments and liquids. Other duties NYSDEC-approved work plans, Phase II work included waste characterization and profiling, pipe plans, and regulatory agency requirements. camera surveys and structure locating utilizing water soluble dyes and electronic locating • Conducts Phase I and II Environmental Site equipment. Assessments (ESAs) for various residential, commercial, industrial, and vacant sites in New As of 2023 FPMgroup F Jacob Stumm An O/goonikCompany Engineering and Environmental Science • Participated in the installation and procurement of Other numerous multi-depth soil vapor and air sparge Volunteer, U.S. Geological Survey, Water remediation systems on Long Island to remediate Science Center,Coram,NY,2018-2020.Assisted subsurface soils and groundwater impacted with short and long-term research studies on the chlorinated and non-chlorinated volatile organic application of advanced surface and borehole compounds. Other duties have included geophysical techniques in the assessment of remediation system operation and maintenance, conductive groundwater plumes, mapping Long and evaluations of system performance. Island's hydrogeologic framework, and delineation Participated in the delineation and removal of of saltwater intrusion. Experience included • metal-impacted soils associated with a former groundwater levels, groundwater sampling, aquifer metal plating factory on Long Island. Project duties testing, data entry and analysis, gamma log, included directing soil removal activities, electric log, electromagnetic induction log, and time domain electromagnetic surface geophysical manifesting, confirmatory endpoint sampling, and soundings. restoration activities oversight. As of 2023 FPMgroup Vincent Manuella An OigoonikCompany Engineering and Environmental Science Mr. Manuella has diversified experience in geology and hydrogeology. His professional experience includes landfill gas monitoring, Part 360 landfill groundwater monitoring, groundwater and soil investigations, Phase I Environmental Site Assessments, soil remediation projects, soil vapor intrusion evaluation, maintenance of groundwater, soil and soil vapor remediation systems, and evaluation of site compliance with environmental regulations. ExperienceFunctional Role Years of Project Field Staff Hydrogeologist 11 4 PersonalConducts Phase I and II Environmental Site Education • Assessments (ESAs) for various residential, B.S./2021/Environmental Engineering/SUNY Buffalo, commercial, industrial and vacant sites in New NY York State in accordance with the ASTM Standard. Phase I ESA tasks included site Registration and Certifications inspections, interviews, evaluation of state and OSHA 40-hour HAZWOPER Health & Safety federal databases, record reviews at local and Training state government agencies, and reporting. Employment History Skilled in use and calibration of field equipment 2023-Present FPM Group including photoionization detectors (PID), 2023-2023 American Hazardous Materials Mgmt. combustible gas indicator (CGI), water-level 2020-2023 WNY Prism meters, interface probes, groundwater quality instrumentation, and survey equipment. iDetailed Experience • Performed soil and groundwater investigations at Landfills various properties utilized for agriculture and • Landfill monitoring-Town of East Hampton,NY. horticulture to evaluate the impact of past Conducts ongoing groundwater and landfill gas herbicide and pesticide usage on the underlying monitoring programs for the Springs-Fireplace soil and groundwater. Road and Montauk landfills. Responsibilities . Performed data tabulation and evaluation include collection of routine and baseline relative to established regulatory agency criteria groundwater samples, landfill gas monitoring, and including USEPA, NYSDEC, NCDOH, and reporting, tabulation of analytical data and report SCDHS. preparation. • Participated in a PFAS study at the Buffalo • Landfill monitoring - Town of Smithtown, NY — Niagara municipal airport to evaluate Conducts quarterly monitoring for routine and groundwater conditions, plume characteristics baseline Part 360 parameters at groundwater and potential sensitive characteristic. monitoring wells and annual leachate collection. Airport Remediation Responsibilities include purging and sampling monitoring wells, stability parameter monitoring, Operates and maintains remediation systems, sample management, and data collection. including soil vapor extraction (SVE), air sparge (AS) systems, and sub-slab depressurization Site Investigation and Monitoring systems(SSDS). • Performs soil, soil vapor, indoor air and • Performed storm water and sanitary leaching groundwater monitoring and sampling at structures cleanouts utilizing excavation and/or commercial, industrial, and municipal sites vacuum assisted equipment to remove throughout Long Island and the New York contaminated sediments and liquids. Other metropolitan area. Monitoring and sampling duties included waste characterization and end- activities are conducted in accordance with point sampling. NYSDEC-approved work plans, Phase II work plans, and regulatory agency requirements. Remedial excavation coordination and oversight. Project duties including directing remedial excavation, waste characterization, community air monitoring and end-point sampling. As of 2023 FPNgroup Vincent Manuella An O/goonikCompany Engineering and Environmental Science Health and Safety Performed community air monitoring (CAMP), • Performed health and safety monitoring at including monitoring for noise, particulates(dust), investigation and remediation sites during and organic vapors at several sites throughout intrusive activities. Monitoring included New York State. Recorded observations and calibration and operation of photoionization compared to applicable action levels. detectors (PIDs), flame-ionization detectors (FIDs), dust monitors, and combustible gas indicators (CGI). Compared results to applicable action levels and undertook preventative/ protective measures as necessary. As of 2023 FPM group Ritu A. Mody, P.E. An O/goonikCompany Engineering and Environmental Science Ms. Mody has environmental engineering experience in several areas including environmental impacts/assessments, evaluation of site compliance with environmental regulations and environmental -! permitting; soil, air and groundwater investigations at various hazardous waste sites and air dispersion modeling. Functional Role Years of ExperienceI Project(Secondary)aff Environmental Engineer Ji 23 Personal Data Investigation/Remediation Education Provided engineering and environmental services M.S./Environmental Sciences/2000/Rutgers State during remediation of a former landfill situated in the University, NJ Town of Huntington, NY as part of NYS Brownfield B.S./Chemical Engineering/1998/University of Mumbai, Cleanup Program. The project included an historic India landfill and restoration of the site to park use. Work included preparing bidding and contract documents, Registration and Certifications meeting the Town, NYSDEC and other agencies for Professional Engineer/New York State permitting, as well as providing oversight and NYSDEC Stormwater Qualified Inspector Training monitoring during remediation. Responsibilities OSHA-approved 40-hr Health &Safety Training included daily reporting to the owner, waste manifesting OSHA-approved 8-hr Refresher Training as well as coordination among multiple on-site OSHA-approved 8-hr HAZWOPER Supervisor Training contractors. Employment History Performed Phase I Environmental Site Assessment (ESA) for an industrial site in Brooklyn, NY. Phase I 2001-present FPM Group ESA tasks included site inspections, evaluation of state 2000-2001 Langan Engineering and Environmental and federal databases, records review at local and Services, Inc. state agencies and report preparation. Phase I led to Phase II investigation which included a geophysical Detailed Experiie=e survey, soil & groundwater monitoring and remediation Solid Waste Management activities including soil excavation, and free product recovery. Provided oversight and monitoring during • Assisted the Town of Riverhead to update their 2005 remediation. Solid Waste Management Plan (SWMP) to incorporate . Worked with NYSOGS and NYSDEC to remediate comments received by NYSDEC aimed at consistency prioritized waste tire dump sites across NY State. between the SWMP & Comprehensive Recycling Developed plans and specifications for processing the Analysis (CRA). waste tire material into shred material to be used by • Assisted in estimating the remaining volume and NYSDOT. Also assisted NYSOGS with bidding phase footprint for the Youngs Avenue Landfill which was in services including contractor award and construction/ full-scale reclamation mode. Performed field activities remediation/restoration/oversight. based on a boring and excavation plan developed . Performed landfill gas monitoring at various landfill which included sampling, preparation of boring logs, locations in Long Island to determine levels of methane, test pit logs, etc. Utilizing field data as well as existing oxygen, and carbon dioxide in the subsurface and survey information, performed manual volume uploaded data to database for analysis and reporting. calculations using average end sections. • Collected groundwater samples as a part of long-term • Performed field activities including sampling and soil monitoring projects at several landfills in Suffolk borings to evaluate the nature and extent of the in-site County, NY. petroleum contamination that was discovered at the Youngs Ave Landfill during reclamation activities. • Performed site investigation to address the petroleum spill issue for a New York State Correctional facility located at Fishkill, New York. The entire contaminated area was excavated and replaced with un-contaminated As of 2023 FPNgroupRitu A. Mody, P.E. An O/goon&Company Engineering and Environmental Science soil. Collected end-point samples at various locations in alleviate the water infiltration problem by investigating the contaminated area to confirm the completion of different dewatering solutions. remediation and prepared a Closure Report for • As part of NYCT's MS4 permit for discharges submittal to the NYSDEC. associated with industrial activity, collected stormwater • Performed soil and groundwater sampling for several runoff samples, and evaluated the water quality of the spills associated with storage of diesel fuel for a runoff from NYCT's property. corrugated box manufactures in Maspeth, NY. . For a new railroad station parking lot in Staten Island, Remediation activities included excavation, ORC and NY reviewed the design drawings for compliance with Regenox injection and routine groundwater monitoring NYSDEC Stormwater Management Design Manual to evaluate the impact of the spill. (SMD) and prepared a NOI. and SWPPP for the • Performed site investigation to identify potential sources construction activity. of volatile organic compounds in the basement and the . Performed dye testing for several NYCT facilities in subsurface outside the basement for a corrugated box NYC. manufacturer in Maspeth, NY. Performed groundwater and soil sampling for various contaminants (chlorinated • Evaluated porous pavement as a design alternative to handle stormwater runoff for a proposed NYCT bus VOCs, Metals, SVOCs)to evaluate site contamination. depot parking lot in Bronx, NY. The work involved • As part of a property transaction, performed a Phase II performing permeability tests for the newly installed Investigation in New Hyde Park, NY. A geophysical porous pavement. survey as well as numerous soil borings were Evaluation and rehabilitation of groundwater well performed to confirm the presence/locations of known pumping stations via downhole camera videotaping, of suspected USTs as well as to evaluate potential riser swab cleaning and high velocity jetting. petroleum releases on the facility. • Performed site investigation for a housing development Modeling to address a petroleum spill issue at their Stream . As a consultant to the Town of Greenburgh, NY Generation Plant in Manhattan, NY. Prepared and performed drainage calculations and modeling (TR-55 executed the NYSDEC approved work plan to delineate and US Army Corps HEC-HMS software) for the 2, 10, the extent of the petroleum contamination for the open 25, and 100-year storm events to analyze peak flow spill. and runoff volumes generated under pre-existing and • Supervised numerous boring and drilling activities at post construction activities. Englewood Cliffs, NJ. Performed soil and/or water • Performed air dispersion modeling for selected facilities sampling at various hazardous waste/hazardous in Newark, NJ and Phillipsburg, NJ using the ISCLT3 substance sites. model. • Worked on NJDEP projects that focused on the • Experienced database management with Arcview integration of multiple chemicals emitted from multiple (GIS). facilities and studied the health effects of the chemicals Health and Safety on the community. • Performed health and safety monitoring at investigation Hydrology and remediation sites during intrusive activities. • Hydrologist consultant to New York City Transit (NYCT) Monitoring included calibration and operation of involving numerous drainage studies and investigation photoionization detector (PID) and flame-ionization of mitigation measures for stormwater and groundwater detector (FID) for organic vapors and combustible gas issues at bus depots and subway station. indicator (CGI) for methane. Compared results to • Evaluated Stormwater management alternatives for the applicable action levels and took preventative/protective development of a new bus depot in Staten Island, NY. measures as necessary. Based on series of percolation tests & site geology Performed community monitoring, including monitoring review, designed a temporary on-site stormwater for noise, particulates (dust), and organic vapors. retention basin to capture the rainfall in accordance with Recorded observations and compared to applicable NYCDEP & NYSDEC regulations. As part of the action levels. Familiar with calibration and operation of project, also designed a UST for storage of rainwater noise meters, particulate monitors, and PID/FID. runoff to be used for bus washing as well as evaluated Performed screening for radiation at select sites. and recommended alternate water sources. Familiar with operation of Geiger counter in different • Investigated leaks at the New South Ferry station in radiation modes and with background readings. Manhattan, NY and prepared an engineering report to As of 2023 FPMgroup An O/goonik Company Headquarters 640 Johnson Avenue, Suite 101 Bohemia, New York 11716 J (631) 737-6200 Branch Offices 181 Kenwood Avenue 7024 Central Avenue, 2nd Floor Oneida, NY 13421 St. Petersburg, FL 33707 (315) 336-7721 (727) 565-4222 5811 University Heights 445 Contractor's Hill Road Suite 101 P.O. Box 7 San Antonio, TX 78249 Edwards AFB, CA 93523 (210) 495-7744 (661) 258-1060 4 l D&B ENGINEERS • • AND ARCHITECTS 330 Crossways Park Drive,Woodbury,New York 11797 516-364-9890.718-460-3634•Fax:516-364-9045•www.db-eng.com Principals Steven A.Fangmann,P.E.,BCEE William D.Merklin,P.E. Robert L Raab,P.E.,BCEE,CCM Joseph H.Marturano President&Chairman Executive Vice President Senior Vice President Senior Vice President November 8, 2023 VIA OVERNIGHT MAIL Mr. Denis Noncarrow Southold Town Clerk Southold Town Hall 53095 Main Road Southold,NY 11971 Re: Response to Request for Proposals Landfill Groundwater and Gas Sampling,Analysis, and Reporting Town of Southold Solid Waste Management District Dear Mr.Noncarrow: In response to the Request for Proposals (RFP) issued by the Town of Southold Solid Waste Management District dated October 26, 2023, D&B Engineers and Architects, D.P.C. (D&B) is pleased to submit our proposal for the landfill groundwater and gas sampling, analysis and reporting program associated with the Town of Southold Landfill located in Cutchogue, New York. PROJECT BACKGROUND Based on our review of the RFP, D&B understands that the Town of Southold (the Town) is seeking a qualified environmental consultant to perform landfill groundwater and gas sampling, analysis, and reporting at their Southold Landfill in accordance with New York State Department of Environmental Conservation (NYSDEC) requirements for solid waste facilities set forth in 6 NYCRR Part 363. It is also understood that the selected environmental consultant will be retained to conduct said services for a period of four (4) years beginning in the first quarter of 2024. D&B understands that there is a total of twelve (12) groundwater monitoring wells that will be sampled on a semi-annual basis, and fifteen(15)landfill gas monitoring wells that will be sampled on a quarterly basis. The scope of work includes the laboratory analysis of collected groundwater samples, data validation and the generation of semi-annual groundwater reports and quarterly landfill gas monitoring reports. All sample collection, field data collection, laboratory analysis, data validation, and reporting shall be completed in strict accordance with the NYSDEC-approved Southold Landfill Quality Assurance/ Quality Control (QA/QC) Plan. It should be noted, the QA/QC Plan is part of the Post-Closure Monitoring and Maintenance Manual which was prepared by D&B in August 2003. "Facing Challenges,Providing Solutions... Since 1965" D&B ENGINEERS AND ARCHITECTS Mr. Denis Noncarrow Page 2 Southold Town Clerk Southold Town Hall November 8, 2023 D&B has organized our proposal as follows: • Qualifications • Technical Approach and Schedule • Overview of the Project Team • Project Costs QUALIFICATIONS D&B is a full-service environmental engineering consulting firm and has been providing environmental consulting services for over 58 years. The firm has a staff of approximately 200 professional engineers, scientists and support personnel specializing in environmental projects. 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 specialists, health and safety specialists, citizen participation specialists, resident engineers, and construction inspectors. Our staff is committed to client satisfaction and the very highest professional standards and expertise in many facets of environmental engineering science. D&B's corporate headquarters is located in Woodbury,New York,with regional offices in East Syracuse and White Plains, New York, and Somerset, New Jersey. D&B's corporate headquarters in Woodbury, New York, will be responsible for supporting the Town's Solid Waste Management District with this important environmental assignment. As you are aware,over the past two decades D&B has successfully completed several assignments on behalf of the Town's Solid Waste Management District at the Southold Landfill including: landfill closure investigations; landfill closure design and construction management; and post- closure groundwater and gas monitoring. Most recently, D&B has completed a successful five- year term post-closure landfill monitoring contract (2015 through 2019) and four-year term Landfill Groundwater and Gas Sampling, Analysis and Reporting contract (2020 through 2023) providing landfill groundwater sampling and gas monitoring services to the Town. D&B also has extensive experience in providing services similar to those being requested as part of this RFP to numerous municipalities, town agencies, authorities and private sector clients 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. D&B has over 35 years of experience in all phases of landfill development, design, operations, closure, and related systems, including landfill gas and landfill gas condensate management systems. As a result of our experience in landfill studies, design and construction inspection in D&B ENGINEERS AND ARCHITECTS Mr. Denis Noncarrow Page 3 Southold Town Clerk Southold Town Hall November 8, 2023 New York State,we are thoroughly familiar with the requirements outlined in 6 NYCRR Part 363 Regulations, including NYSDEC policies and procedures which govern the development of new landfills, landfill 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. In an effort to demonstrate our experience and qualifications, we 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 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 landfill monitoring programs consistent with NYSDEC protocols and requirements. TECHNICAL APPROACH AND SCHEDULE The following narrative is intended to provide D&B's proposed technical approach and respective schedule for completing all required landfill monitoring activities consistent with the requirements set forth in the RFP issued by the Town. Proiect Mobilization D&B understands that there is a total of 12 groundwater monitoring wells to be sampled semi- annually, and 15 landfill gas monitoring wells to be sampled quarterly based on the scope of work included in the RFP issued by the Town. Prior to undertaking any field work, D&B will review the existing site-specific health and safety plan prepared for the Southold Landfill and update accordingly to include the most current information(i.e., emergency contact information,MSDSs) for use by our field sampling team. In addition, prior to starting the project, D&B will meet with the Town's landfill management team in order to plan the work and to establish lines of communication between the Town and D&B. Groundwater Sampling D&B understands that all groundwater monitoring wells at the landfill are constructed with 2-inch diameter PVC risers and well screen, ranging in depth between 53 feet and 149 feet from ground surface.For each semi-annual sampling event,D&B will collect one round of synoptic water levels from all 12 monitoring wells. Subsequently, all monitoring wells will be purged using a decontaminated submersible pump to remove three and five casing volumes from each well prior D&B ENGINEERS AND ARCHITECTS Mr. Denis Noncarrow Page 4 Southold Town Clerk Southold Town Hall November 8, 2023 to sampling. Purging rates at each well will not exceed 5 gallons per minute (gpm). After the stabilization of recorded water quality parameters (including pH, conductivity, temperature, oxidation reduction potential, dissolved oxygen, and turbidity), D&B will collect the groundwater samples utilizing a dedicated disposable polyethylene hand bailer.In addition,the required QA/QC samples will be obtained which include a trip blank and the collection of a matrix spike/matrix spike duplicate (MS/MSD) sample. All groundwater sampling and reporting activities will be completed in accordance with the Town's Groundwater Quality Assurance/Quality Control (QA/QC) Plan. Landfill Gas Monitoring For each quarterly sampling event, each of the 15 landfill gas monitoring wells will be monitored utilizing a Landtec GEM 5000 Plus landfill gas analyzer for the following parameters:temperature (Fahrenheit, oxygen (%), carbon dioxide (parts per million), 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 temperature, wind direction and speed, sky condition and precipitation, will be documented during each sample round. Laboratory Analysis and Data Validation All groundwater samples collected as part of each semi-annual groundwater sampling event will be analyzed by Pace Analytical, a local NYSDOH ELAP and CLP certified laboratory, for 6 NYCRR Part 363 baseline parameters in accordance with the 7/05 NYSDEC Analytical Services Protocol(ASP). The laboratory will provide all results as a NYSDEC ASP Category B deliverable and in EQuIS Electronic Data Deliverable (EDD) format. Standard turn-around times (10-days) will be utilized for all samples collected. Upon receipt of respective laboratory data, D&B shall perform associated data tabulation, validation and evaluation for all samples collected. All groundwater quality data will be compared to applicable regulatory standards and will be evaluated accordingly to monitor the effectiveness of the landfill closure. As part of each semi-annual groundwater sampling event, D&B will also prepare a Data Usability Summary Report (DUSR). The DUSR will be prepared by our on-staff NYSDEC-approved data validator by reviewing and evaluating the analytical data, in accordance with the Town's Groundwater 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. D&B ENGINEERS AND ARCHITECTS Mr. Denis Noncarrow Page 5 Southold Town Clerk Southold Town Hall November 8, 2023 Reporting A 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: • A description of the sampling methods used for obtaining groundwater samples. • 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 validation and the findings regarding 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 the previous round, if applicable. • Identification and discussion of real or apparent trends, if warranted, 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. The gas monitoring letter reports will include a description of the sampling methods used for 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. Proiect Schedule Groundwater monitoring activities will be conducted semi-annually in the 2nd and 4th quarters of each calendar year, beginning in the 2nd quarter of 2024, for a total of eight (8) events throughout the contract period. D&B anticipates completing each semi-annual groundwater monitoring event within two business days utilizing a two-person crew. D&B anticipates receiving all analytical D&B ENGINEERS AND ARCHITECTS Mr. Denis Noncarrow Page 6 Southold Town Clerk Southold Town Hall November 8, 2023 data from the contract laboratory within two weeks of competing sampling activities.An electronic copy of the groundwater report in PDF will be provided to the Town of Southold Solid Waste Management District and the NYSDEC Region 1 Office for review within forty-five(45)calendar days of completing sampling activities, and no later than the 20th day of the third month of the subject calendar quarter consistent with the requirements outlined in the RFP. Landfill gas monitoring activities will be conducted quarterly beginning in the 1 st quarter of 2024, for a total of sixteen(16) events throughout the contract period. D&B anticipates completing each quarterly landfill gas monitoring event within one business day utilizing a one-person crew. An electronic copy of the landfill gas letter-report in PDF will be provided the Town of Southold Solid Waste Management District and the NYSDEC Region 1 Office for review within forty-five (45) calendar days of completing sampling activities, and no later than the 20th day of the third month of the subject calendar quarter consistent with the requirements outlined in the RFP. OVERVIEW OF THE PROJECT TEAM To undertake this project and satisfy the technical and administrative requirements described in the RFP, we have assembled a unique team of experienced and highly qualified professionals within the firm. These individuals are thoroughly familiar with completing monitoring 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. Frank DeVita will serve as Project Director for this important assignment. Mr. DeVita has over 20 years of professional experience in environmental project management, with particular emphasis on the technical development and implementation of various investigation,remediation, and construction programs for sites with recognized environmental concerns pursuant to federal, state and local regulatory requirements. Specifically, Mr. DeVita has been involved in the successful management and completion of a broad range of projects for numerous private and public sector clients involving demolition; hazardous material management; hazardous waste remediation; petroleum spill closure; manufactured gas plant site remediation and structural demolition; Brownfield redevelopment and environmental restoration; and municipal landfill closure/monitoring. Throughout his career, Mr. DeVita has established an extensive working relationship with federal and state regulatory agencies, including the United States Environmental Protection Agency, New York State Department of Environmental Conservation and New York State Department of Health. Serving as the firm's Project Manager for this assignment, Mr. Keith Robins, P.G. will be responsible for the day-to-day management of the project and will communicate directly with the D&B ENGINEERS AND ARCHITECTS Mr. Denis Noncarrow Page 7 Southold Town Clerk Southold Town Hall November 8, 2023 Town's project manager. Mr. Robins will be working daily with Mr. DeVita to ensure that sampling activities are conducted efficiently and are adequately documented. Mr. Robins has over 30 years of experience and currently serves as the project manager for the Southold Landfill Groundwater and Gas Monitoring Program, the Town of Brookhaven's Landfill Groundwater Monitoring Program, and the Town of Islip's Landfill Gas Monitoring and Groundwater Monitoring Programs for the Blydenburgh, Lincoln Avenue and Sonia Road Landfills, the Town of Riverhead Landfill Groundwater and Gas Monitoring Program and the Town of Huntington's Groundwater and Gas Monitoring Program for the East Northport Landfill. Edward J. Reilly, an Associate of the firm, will serve as the Senior Landfill Engineer for this project. Mr. Reilly has over 35 years of experience in all phases of landfill design, development, operation, closure and post closure monitoring and maintenance. Mr. Reilly's experience involves work at more than 12 local municipal landfills in Suffolk County, Nassau County and New York City, including the Southold Landfill. Many of these activities involved leachate collection systems, landfill gas monitoring and landfill gas management systems, post- closure monitoring and maintenance, groundwater remediation, as well as instruction of personnel. The field team leader for the groundwater and gas sampling program will be Mr. Daniel Sassone. Mr. Sassone has over 2 years of professional experience as a Geologist with a focus on environmental assessments, investigation, and soil borings. Mr. Sassone has broad experience in the preparation of various environmental reports including Phase I Environmental Site Assessments (ESA's), Phase II Environmental Site Inspections, Groundwater/Well monitoring and sampling, Supervision of Geoprobe operations including location planning, soil logging, sampling, and chemical injections, as well as vapor monitoring. Since joining the firm, Mr. Sassone's numerous field related projects have included implementing groundwater and gas monitoring programs for various projects in accordance with NYSDEC requirements and protocols, including routine landfill monitoring activities at the Southold Landfill; Blydenburgh Road Landfill, Sonia Road and Lincoln Avenue Landfill located in the Town of Islip. Ms. Donna Brown will serve in the capacity of Quality Assurance Officer(QAO) for this project and will be responsible for laboratory coordination, data validation and preparation of the data validation/data usability section of the groundwater reports. Ms. Brown has over 20 years of experience as the QAO for many 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 Programs at the Southold Landfill, Blydenburgh Road Landfill Complex, and the Town of Brookhaven Landfill. D&B ENGINEERS AND ARCHITECTS Mr. Denis Noncarrow Page 8 Southold Town Clerk Southold Town Hall November 8, 2023 PROJECT COSTS In accordance with the Town's RFP,provided as Attachment B to this letter is D&B's completed "Contractor Cost Proposal Forms" for the Semi-Annual Groundwater Schedule and the Quarterly Gas Monitoring Schedule for the contract period term (2024 through 2027). We appreciate the opportunity to present this proposal to you and look forward to continuing to support the Town with respect to this important assignment.If you have any questions,require any additional information, or would like to meet to discuss our proposal, please contact me at (516) 364-9890, Ext. 3064 or FDeVita@db-eng.com. Very truly yours, 4Frankita Vice President FD/KDt/ enclosures cc: R. Petrella(D&B) K. Robins (D&B) +PHW 12117\FD23Ltr ATTACHMENT A PROJECT SUMMARIES SPECIFIC TO GROUNDWATER SAMPLING/ LANDFILL MONITORING PROJECTS 1 I I COMPENDIUM OF ENVIRONMENTAL MONITORING ASSIGNMENTS FOR SOLID • ® WASTE FACILITIES ' Introduction ' D&B Engineers and Architects (D&B) has over 30 years of experience in all phases of landfill - , engineering including landfill planning and development, design, operations, closure, remediation and environmental monitoring. Specifically, the monitoring programs D&B has completed or continues to support includes sampling, analysis, data reduction, and reporting associated with landfill gas,groundwater,leachate, indoor air, ambient air, soil vapor and surface water. D&B's staff of experienced environmental engineers and scientists are well versed in the evaluation of a wide range of environmental data, including the statistical analysis and assessment ',v •i. of historical trends of specific contaminant levels and the preparation of a wide range of monitoring reports in conformance with New York State Part 360 regulations. In addition to our portfolio of Part 360 assignments, we have also completed numerous environmental monitoring programs at a number of hazardous waste landfill facilities, including data validation and assessment, and report preparation, also in compliance with New York State Department of Environmental Conservation (NYSDEC) Division of Environmental Remediation DER-10 requirements. Overall, D&B has or is supporting over 115 Superfund sites throughout New York State. The portfolio of assignments provided below is just a sample of the projects that D&B has completed or that are currently ongoing that focus on monitoring at solid waste facilities.While this is far from a complete listing of all landfill monitoring projects completed by D&B in recent years, we believe that it provides sufficient detail to clearly demonstrate D&B's competency and experience. Baseline and Post-Closure Groundwater Monitoring Program, Sonia Road Landfill, Islip, New York The IRRA retained D&B to prepare a Post-Closure Monitoring Program Sampling and Analysis Plan,which included provision for the preparation of a Health and Safety Plan;quarterly sampling of groundwater monitoring wells; 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 groundwater flow direction; and preparation of quarterly and annual monitoring reports, and well condition reports. Various Clients_En Aronmental Mondoring of Solid Waste FacilitiesCompendium.indd (11/08/72-10:47 AM) A Compendium of Environmental Monitoring Assignments for Solid Waste Facilities Baseline and Post-Closure Groundwater Monitoring Program, Blydenburgh Road Landfill Complex, Islip, New York This assignment irivolved 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 their 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 has supported the IRRA in its attempts to discuss with the NYSDEC and USEPA the possibility of temporarily ceasing the operation of the groundwater extraction and treatment system at the landfill to assess its affect on achieving the clean-up goals established in the Record of Decision. Blydenburgh Road Landfill Complex, Evaluation and Improvements to Landfill Gas Monitoring and Landfill Gas Condensate Management, Hauppauge, New York The assignment included the evaluation of the adequacy of the existing landfill gas monitoring well configuration at the landfill, along with provision for the preparation of plans and specifications, and construction oversight for the installation of 19 additional landfill gas monitoring wells. D&B was also responsible for the investigation and evaluation of existing landfill gas condensate management systems and preparation of contract documents and construction services for the upgrade of the system. Town of Southold Landfill, Landfill Gas Monitoring Program, Cutchogue; New York D&B was retained by the Town of Southold to perform gas monitoring activities at its landfill located on Middle Road (CR 48) in Cutchogue, New York. On a quarterly schedule, D&B obtains physical and chemical data F at 15 landfill gas monitoring wells situated at the perimeter of the landfill ,! mass utilizing a GEM 2000 Plus Landfill Gas Surveyor. The data includes r, combustible gas (methane) by percent of Lower Explosive Limit (LEL), as well as temperature, oxygen percentage, carbon monoxide and hydrogen sulfide level. The objective of the monitoring program is twofold. First, determine if the methane level in any of the gas monitoring wells exceeds the prescribed action level; and second, identify any possibility that the venting system is not functioning properly which can lead to the potential for landfill gas migration. The results are presented and discussed in a quarterly report, along with an evaluation of the potential for any combustible gas migration and any associated exposure to critical receptors. D&B also performs maintenance and repair of the well network, as needed. As part of this assignment, for example, D&B noted consistently high methane levels in one gas monitoring well. Working closely with the Town, D&B determined that the elevated methane level was not associated with gas migration or a failure of the venting system, but rather due to the improper initial placement of the well by others. D&B is currently working with the Town to address the concerns regarding this well, including the possibility of replacement. D&B ENGINEERS U 10 d5AND ARCHITECTS 10d*s'01 I* Vanous Clients_EnAronmental Mon doring of Solid Waste Faciliti—Compendium.indd (11108122-10:47AM) —� A Compendium of Environmental Monitoring Assignments for Solid Waste Facilities Soil Vapor Investigation, Blydenburgh Road Landfill Complex, Hauppauge, New York D&B was retained by the Islip Resource Recovery Agency (IRRA) to undertake a soil vapor investigation of the Blydenburgh Road Complex _ Landfill, located in Hauppauge, New York. This work is being conducted in response to a request from the New York State Department of Health (NYSDOH) and the New York State Department of Environmental / o° . r scvewro umrxu Conservation (NYSDEC) and will include the installation of eight permanent 'oo.00°coo �w soil vapor probes to collect soil vapor samples for laboratory analysis. The 00000 NYSDOH and NYSDEC requested this investigation be undertaken in order ;°°°°°°°°°°° o� os to provide sufficient data to determine if off-site migration of landfill gases TYPICAL CAPPING DETAIL from the Blydenburgh Landfill pose a potential health concern to nearby .x residential properties. The investigation will be conducted in accordance with the NYSDOH document entitled, "Final Guidance for Evaluating Soil Vapor Intrusion in the State of New York," dated October 2006. The scope of work includes the drafting of an investigation work plan which is currently being reviewed by the NYSDEC and NYSDOH. Upon approval of the scope of work by these agencies, D&B will proceed with the field investigation which will include the installation of eight permanent soil vapor probes consisting of polyethylene tubing connected to a two foot length of stainless steel screen set at approximately 8 to 10 feet below grade. After installation, each probe will be sampled for volatile organic compounds (VOCs) and methane. In addition, D&B will collect grab samples from the three landfill gas collection systems for VOC and methane analysis. D&B will prepare a report summarizing our findings and recommendations for submission to the NYSDEC/NYSDOH for review and comment. Part 360 Hydrogeologic Investigation and Operational Monitoring Program Brookhaven Landfill- Cell 5, Brookhaven, New York D&B was retained by the Town of Brookhaven - Waste Management - Department to prepare a Hydrogeologic Investigation Work Plan in support of the operation of Cell 5 at the Brookhaven Landfill. The Work Plan called for a comprehensive investigation and operation monitoring program including the following elements: i • Installation of groundwater monitoring wells; • Slug testing; • Geophysical survey; • Quarterly and semiannual groundwater sampling; • Monthly groundwater level measurements; • Explosive gas survey; • Vector survey; • Leachate seep 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 groundwater flow direction; • Preparation of quarterly and annual monitoring reports; and • Preparation of Interim and Operational Monitoring Programs and a Contingency Plan. D&B ENGINEERSi ® , ARCHITECTS • e o • rI o o L-'(61`1 i Various Clients_Ernironmental Monitoring of Solid Waste Facilities-Compendium.indd (11108122-10.47 AM) .� ATTACHMENT B CONTRACTOR COST PROPOSAL-SEMI-ANNUAL GROUNDWATER SCHEDULE AND CONTRACTOR COST PROPOSAL-QUARTERLY GAS MONITORING SCHEDULE Groundwater/Gas RFP Page 5 of 6 Southold Landfill October 2023 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 Item Quantity Units Expenses) Analysis Reporting Total Per Event Annual Total 20242 nd Qtr Baseline Event One Per Event $4,800.00 $8,710.00 $2,500.00 $16,010.00 $32,020.00 20244 Qtr Baseline Event One Per Event $4,800.00 $8,710.00 $2,500.00 $16,010.00 20252 nQtr Baseline Event One Per Event $4,800.00 $8,710.00 $2,500.00 $16,010.00 $32,020.00 2025 4 Qtr Baseline Event One Per Event $4,800.00 $8,710.00 $2,500.00 $16,010.00 20262 nd Qtr Baseline Event One Per Event $4,800.00 $8,710.00 $2,500.00 $16,010.00 $32,020.00 2026 14- Mir Baseline Event One Per Event $4,800.00 $8,710.00 $2,500.00 $16,010.00 20272 n,Qtr Baseline Event One Per Event $4,800.00 $8,710.00 $2,500.00 $16,010.00 $32,020.00 2027 4 Qtr Baseline Event One Per Event $4,800.00 $8,710.00 $2,500.00 $16,010.00 Grand Total(8 sampling events) $128,080.00 Proposal Submitted by: Firm Name: D&B Engineers&Architects,D.P.C. Auth. Agent: Frank DeVita Address: 330 Crossways Park Drive Title: Vice President Woodbury, NY 11797 Signature: Date: 11/8/2023 PHW12117\12117_Southold Landfill Cost Proposal_FDREV FINAL Rp 2 , 1 Groundwater/Gas RFP _ Page 6 of 6 Southold Landfill October 2023 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 2024 Event Four Per Event $660.00 $360.00 $1,020.00 $4,080.00 2025 Event Four Per Event $660.00 $360.00 $1,020.00 $4,080.00 2026 Event Four Per.Event $660.00 $360.00 $1,020.00 $4,080.00 2027 Event Four Per Event $660.00 $360.00 $1,020.00 $4,080.00 Grand Total (16 quarters) I I I - - - 1 $16,320.00 Proposal Submitted by: Firm Name: D&B Engineers &Architects, D.P.C. Auth.Agent: Frank DeVita Address: 330 Crossways Park Drive Title: Vice President Woodbury, NY 11797 Signature: Date: 1118/2023 PHW12117112117_Southold Landfill Cost Proposal_FDREV FINAL Rp 2 LEGAL NOTICE INVITATION TO BID NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR THE FOLLOWING: BID NAME: "Landfill Groundwater & Gas Sampling, Analysis & Reporting" Definite specifications may be obtained at the Southold Town Clerk's Office beginning October 26, 2023. PLACE OF OPENINGS: DATE OF OPENINGS: TIME OF OPENINGS: TOWN OF SOUTHOLD November 9,2023 2:00 PM TOWN CLERKS OFFICE 53095 MAIN ROAD SOUTHOLD,NY 11971 CONTACT PERSON: James Bunchuck, Dept of Solid Waste Coordinator Town of Southold, 631-734-7685 VENDORS MUST SUBMIT BIDS IN SEALED ENVELOPES. PLEASE PRINT ON THE FACE OF ENVELOPE: 1)NAME& ADDRESS OF BIDDER 2)BID NAME It is the bidder's responsibility to read the detailed Request for Proposals and provide a proposal that completely and accurately addresses each part of the document. Upon submission of the bid,it is understood that the bidder has read, fully understands and will comply with all requirements. The Town of Southold welcomes and encourages minority and women-owned businesses to participate in the bidding process. DATED: September 26, 2023 BY ORDER OF THE SOUTHOLD TOWN BOARD Denis Noncarrow, Southold Town Clerk Groundwater/Gas RFP Page 1 of 6 Southold Landfill October 2023 Announcement of a REQUEST FOR PROPOSALS For LANDFILL GROUNDWATER AND GAS SAMPLING, ANALYSIS, AND REPORTING Town of Southold Solid Waste Management District [DUE DATE: Thursday, November 9, 2023 - 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 363 regulations to provide semi-annual sampling and,analysis of groundwater taken from 12 groundwater monitoring wells and quarterly monitoring of 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 an environmental engineering firm licensed in the State of New York to perform these services for a period of four (4) years beginning in the first quarter of calendar year 2024. Description of Work The work consists 1) of semi-annual sampling and analysis of groundwater from six well clusters (twelve (12) wells), and 2) quarterly sampling and analysis of gas from fifteen (15) wells, around the landfill perimeter (see Attachments B-1 and B-2) and the preparation of_t 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 363 Baseline Parameters per year, with reports to be prepared pursuant to the specifications in the NYSDEC-approved 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 plan. The Groundwater Monitoring will be accomplished a total of eight (8) times, in the 2nd and 4th quarters of each year 2024-2027. Gas sampling will be conducted quarterly beginning in the 1st quarter of 2024, for a total of sixteen (16) events i.e., four times in each year 2024-2027, and will test for oxygen indicated in total % of gas, carbon monoxide indicated in parts per million (ppm), methane gas 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 October 2023 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 eight (8) semi-annual groundwater sampling events over the four- year span starting with the 2nd quarter of 2024 through the 4th quarter of 2027, 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 sixteen (16) quarterly gas sampling events. The Town intends to award a contract for the full four-year time span to a single qualified firm. Summary of Sampling Activity Groundwater sampling will be conducted consisting of analysis for 6 NYCRR Part 363 Baseline Parameters. All sampling activities must be completed in strict accordance with the attached NYSDEC-Approved QA/QC Plan, and Part 363 Water Quality Analysis Tables (Attachment A) 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 18.0 of the attached QA/QC plan. Note that in accordance with Section 8.0 of the Plan, the Town may 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/QC Plan. Data Reporting/Deadlines A bound report must be prepared for each semi-annual groundwater sampling event, and a letter report for each quarterly 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., gas reports must be submitted by the 20th day of March, June, September and December, and groundwater reports by the 20th day of June and December). Groundwater/Gas RFP Page 3 of 6 Southold Landfill October 2023 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 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 18.0 (page 29) 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 363. Southold Landfill Groundwater QA/QC Plan This Plan 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 October 2023 Genera 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 Et 6 of this Announcement) and cover letter, to be mailed or hand-delivered to the Southold Town Clerk, 53095 Main Road, Southold,'NY 11971, Att: Denis Noncarrow, on or before 2:00 pm Thursday, October 26. Responders may also submit additional supportive statements or information at their discretion. Proposals will be opened and read aloud at 2:00 pm Thursday, October 26. Questions concerning this RFP may be referred to James Bunchuck at (631) 734-7685. Groundwater/Gas RFP Pa0e 5 of 6 Southold Landfill October 2023 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 Cost Per Event Sampling (Labor and Laboratory Annual Total Quantity Units Expenses) Analysis Reporting Total Per Item Event 20242 n, Qtr One Per Event Baseline Event 2024 4th Qtr One Per Event Baseline Event 20252 n, Qtr One Per Event Baseline Event 2025 4th Qtr One Per Event Baseline Event 20262 nd Qtr One Per Event Baseline Event 20264 th Qtr One Per Event Baseline Event 20272 nd Qtr One Per Event Baseline Event 2027 4th Qtr One Per Event Baseline Event Grand Total (8 sampling events Proposal Submitted By: Firm Name: Authorized Agent (print name): Address: Title: Signature: Date:- (Attach any additional supportive statements or documentation as desired) Town of Southold Solid Waste Management District Groundwater/Gas RFP Page 6 of 6 Southold Landfill October 2023 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 Quantity Units Sampling Annual Total (Labor and Expenses) Reporting Total Per Event 2024 Event Four Per Event 2025 Event Four Per Event 2026 Event Four Per Event 2027 Event Four Per Event Grand Total (16- quarters) Proposal Submitted By: Firm Name: Address: Authorized Agent (print name): Title: Signature: Date:- (Attach any additional supportive statements or documentation as desired) ATTACHMENT B-1 mw-SS4 MW-SD MW.=3,D MW-3S \t \\ \ `:� � _...- `,•��....*a�✓` 1,.lrlk:%�:.a, i \\ ��" '\ w�1����\,;�y -4D -gr``mW 7., ;,�f Ali' .L'+., � o =���_�_-,..: `��•_..Lam+'-�..<���^`-,<�— - - \�_M1.1 \.z�w,,'fi i i:"'' :t,';Ja .;,.,i,.•>{` .:i'���`.�?_�;����-�-. =a..� } '�....'``_ �« ;,'is-,.,.._ = ATTACHMENT B-2 M }GMW-11 fnc,,.^,,'y 'Xa,\` ><,s' "r1;J%,,�•tt! ••, f / -.._ _:5.� ;>'�!"•.:."..,.J YY'�0 q '` l , GMW-9.:,:. `'�',�?<-krt, a:s�'as.;•`�'•;�'m":��M ?i-,+�yx.�: �....--�:� ''Y;:�..,:�'':�=e�-,— •:rr .•::;?.\• - "'`:'`Y•`a�,32ab ,:�.y.`'. >'i�t,r&.i.Fz\_>:.,. . i�I,'?r`s` tst'9:�1 : _..f.'i:�f., '+err; l•r::. �K(! 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"•..v`. /// 5t,Y, I�.ss�Vt.; "��� \ :,a::+�__• _=:�`^-^_ - `_' -_ -_ � -S t,:-„-�•_"r'`'--.�. ���<.;' rt�`,;}ql fit='�.c� .-�\yT GMW-12 GMW-1315 250 125 0 250 LEGEND SCALE IN FEET {} GAS MONITORING WELLS GMW-1 'NOTE:WELL SYMBOLS NOT TO SCALE SOUTHOLD LANDFILL CUTCHOGUE,NEWYORK LANDFILL GAS MONITORING WELL LOCATION MAP SOUTHOLD LANDFILL GROUNDWATER QUALITY ASSURANCIEIQUALI.TY CON'T'ROL PLAN SOUTHOLD LANDFILL QUALITY ASSURANCE/QUALITY CONTROL PLAN TABLE OF CONTENTS Section Title Paye 1.0 Analytical Parameters...................................................... 2.0 Data Quality Requirements and Assessment...........................................1 2.1 Data Representativeness...................................... 2.2 ' Data Comparability............................... 2.3 Data Completeness...................................... ..1.1 ............................... 3.0 Detailed Sampling Procedures.......................... 3.1 Sample Identification................................................................. .13 ...... 3.2 Sample Handling,Packaging and Shipping............. 3.3 Groundwater(Monitoring Well)........................................ 14 .......... 4.0 Decontamination .............. Procedures........................... 15 ....................... 4.1 Field Decontamination Procedures..............................................15 4.2 Decontamination Procedure for Drilling ........................... ...16 4.3 Decontamination Procedure for Sampling Equipment................16 4.4 Decontamination Procedure for Well Casing/Screen and Development Equipment.............................................................17 5.0 Laboratory Sample Custody Procedures..................................................18 6.0 Field Management Documentation18 6.1 Location Sketch....................................... ..................19 6.2 Sample Information Record..........................................................19 6.3 Chain of Custody............................................. . ......20 6.4 Split Samples............................................................ .......... . 21 6.5 Field Log Book....................................... 6.6 Daily Field Activity Report................................. ..,23 6.7 Field.Changes and Corrective Actions 23 7.0 Calibration Procedures and Preventive Maintenance..............................23 8.0 Performance of Field Audits................................... 9.0 Control and Disposal of Contaminated Material........................ .........24 10.0 Documentation,Data Reduction and Reporting......................................24 11.0 Data Validation................................................. ..................................25 12.0 Performance and System Audits.......:.................. 25 ............................... 13.0 Corrective Action........................ 14.0 Trip Blanks (Travel Blanks).......................................... ...26 ....................... TABLE OF CONTENTS (continued) Section Title Page 15.0 Field Blanks (Field Rinsate Blank)/Equipment Blanks...........................27 16.0 Matrix Spikes/Matrix Spike Duplicates and Spiked Blanks....................27 17.0 Method Blanks.........................................................................................28 18.0 Field Management Forms ................................................29 Sample Information Record Chain of Custody Record Daily Equipment Calibration Log 19.0 NYSDEC Sample Identification,Preparation and Analysis Summary Forms..................................................................30 31 20.0 Field Audit Form....................................................................................... List of Attachnrents Part 360 Water Quality Analysis Tables................................................ A ............ Groundwater Monitoring Well Location Map........................................B List of'Fables 1-1 Summary of Monitoring Parameters........................................................ 2 1-2 Data Quality Requirements.......................................................... 7 1-2a Accuracy Requirements For VOC.................................................. .9 1-3 Operations and Maintenance Sampling Matrix.......................................12 QUALITY ASSURANCE/QUALITY CONTROL PLAN 1.0 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'i' n 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. 2.0 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 inchide: Matrix SCG Groundwater Division of Water Teeluiical and Operational Guidance Series (TOGS) (1.1.1) -Ambient Water Quality Standards and Guidance Values, dated.June 1998. Table 1-1 SOUTHOLD LANDFILL POST CLOSURE MONITORING SUMIVIARY OF MONITORING PARAMETERS Number of Container Sample Maximum Sample Location SampleTvpe Sample matrix Sample Fraction Samples* Frequency* Tvoe/Size/No. Preservation Holding Time** Analytical Method Monitoring Wcils Grab Groundwater Total Kjeldahl 12 4 Plastic/1 Liter/] 112SOa to PH<2 26 days 6100 NYSDEC ASP (Six new wells,six Nitrogen ICHEM 300 Cool to 4°C 35 1.1 existing wells) or equivalent Grab Gmundymater Ammonia 12 4 Plastic/l Liter/l H2SO4 to pH<2 26 days 6/oo NYSDEC ASP ICHEM 300 Cool to 4°C Method 350.1 or equivalent Grab Groundwater Nitrate 12 4 Plastic/loomJl Cool to 4°C 24 hours 6/00 NYSDEC ASP ICHEM 300 Method 9200 or equivalent Grab Groundwater Chcmical Oxygen 12 4 Glass/500 mill H2SO4 to pH<2 26 days 6100 NYSDEC ASP Demand ICHEhi 300 Cool to 4°C Method 410.1 or equivalent Grab Groundwater Biochemical Oxygen 12 4 Glass/500 ml/1 Cool to 4°C 24 hours 6/00NYSDEC ASP Demand ICHEM 300 Method 405.I or equivalent Grab Groundwater Total Organic 12 4 Glass/500 nil HCl to PH<2 26 days 6/00 NYSDEC ASP Carbon ICHEM 300 Cool to 4°C Method 9060 or equivalent Grab Groundieater Total Dissolved 12 4 Plastic/500 MIA Cool to 4°C 7 days 6,100 NYSDEC ASP Solids ICHPA1300 Method 160.1 or equivalent Grab Groundwater Sulfate 12 4 Plastic/500 m]/l Cool to 4°C 26 days 6100 NYSDEC ASP ICHEM 300 Method 9035 or equivalent Grab Groundwater Alkalinity' 12 4 Plastic/500 mlll 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/l 0.008%Na=S203 28 days 6/00 NYSDEC ASP ICHEM 300 Cool to 4°C Method 420.1 or equivalent 2 Table 1-1 (continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING SUMMARY OF MONITORING PARAAI[E,TERS Sample Location Number of Sample Sam le matrix Container Simple ---!' Samole_Fraction SamL* Frequency* Maximum TypelSizeJNO Preservation HotdineTime** Analytical Method Grab Groundwater Chloride 12 4 Plastic/500 ml/l Cool to 4°C 26 da s [CHEM 300 Y 6/00 NYSDEC ASP or equivalent Method 9250 Grab Groundwater Bromide 12 4 Plastid5o0 mUl Cool to 4°C 26 days 6/00 NYSDEC ASP ICHEM 300 Or equivalent Method 320.1 Grab Groundwater Total Hardness as 12 CaCO3 4 Plastic/500 tnUl MN- O3 to pH<L 6 months ICHEM 300 6/00 NYSDEC ASP Cool to 4°C or equivalent Method 130.1 Grab Groundwater Color 12 1 Plastic/500 mUl Cool to 4°C [CHEM 300 24 hours 6/00 NYSDEC ASP or equivalent Method 110.1 Grab Groundwater Volatile Organics 12 1 Glass,dear/ Cool to 4°C*«« 7 days for 40 ml/2 6/00 NYSDEC ASP ICHEM 300 analysis Method EPA SOW or equivalent OLMO4.2 Grab Groundwater Metals 12 4 Plastid 1-NO3 to pH<L 26 days for 6/00 NYSDEC ASP 1 Liter/l Cool to 4°C Hg analysis, Method IPA SOW rCHFM 300 6 months or equivalent ILM04.0 for analysis Gab Groundwater Cyanide of others 12 1 Plastic,clear/ NaOH to pH>12 12 days for 250 ml/i Cool to 4°C 6/00 NYSDEC ASP ICHEM 300 analysis Method 335.2 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. 3 I Table 1-1 (continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING SUMMARY OF MONITORING PARAMETERS Number of Container Sample Maximum SamoleLocztlon Sample Type Sample matrix SampleFractiou Samples Frequenev Tvpe/Size/No. Preservation HoldineTime' Analytical Method Site/Study Area Trip Blank Water Volatile Organics 1*» l Glass,clear/ Cool to 4`C•** 7 days for M�od UNYSDEPA 01V 4Q ml/2 analysis ICHEM 300 OLM04.2 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- 4 Table 1-1 (continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING SUMMARY OF MONITORING PARAMETERS Sample Location Sample Type Sample matrix _Samnla Fraction N_umberof Container Sample Maximum SitelStudyArea Samp] FrequenTpe/ ZN0. Preservation HoldineTi me* Anavhadxikeand Surface water/ Total Kjeldahl 1** en 4 Plaslidl Liter/1 H2SO4 to pH<2 26 days 6/00 NYSDEC ASP Matrix Spike Groundwater Nitro Duplicate g ICHEM 300 Cool to 4°C -Method 351.1 or equivalent Matrix Spike and Surface water! Ammonia IV* Matrix Spike Groundwater 4 Plastic/1 Later/1 HzSO<to pH<2 26 days 6/00 NYSDFC ASP Duplicate ICHEM 300 Cool to 4°C or equivalent Method 350.1 Matrix Spike and Surface water/ Nitrate IV* Matrix Spike Groundwater 4 Plastic/100 m1/I Cool to 4°C 24 hours 6100 NYSDEC ASP Duplicate ICHEM 300 or equivalent Method 9200 Matrix Spike and Surface water/ Chemical Oxygen 1*. Matrix Spike Groundwater Demand 4 Glass/500 myl H2SO4 to pH<2 26 days 6/00 NYSDEC ASP Duplicate ICHEM 300 Cool to 4°C or equivalent Method 410.1 Matrix Spike and Surface water/ Biochemical Oxygen I** Matrix Spike Groundwater Deed 4 Glass/500 ml/1 Cool to 4°C 24 hours 6/00 NYSDEC ASP Duplicate [CHEM 300 or equivalent Method 405.1 Matrix Spike and Sut-face water/ Total Organic I sw Matrix Spike Groundwater Carbon 4 Glass/500 mU] HCI to pH<2 26 days 6/00 NYSDEC ASP Duplicate ICHEM 300 Cool to 4°C Method 9060 or equivalent Matrix Spike and Surface water! Total Dissolved I** Mania Spike Groundwater Solids 4 Plastic1500 myl Cool to 4°C 7 days C ASP 6/00 NYSDEC Duplicate ICHEM 300 Method SDE or equivalent 160.1 Matrix Spike and Surface water/ Sulfate Isr Matrix Spike Groundwater 4 Plastic/500 m]/1 Cool to 4°C 26 days 6/00 NYSDEC ASP Duplicate ICHEM 300 Method 9035 or equivalent Matrix Sprke and Surface tivater/ Alkalinity I ww Matrix Spike Groundwater 4 Plastic/500 myl Cool to 4°C 12 days Duplicate ICHEM 300 6/00 NYSDEC ASP or equivalent Method 310.1 Matrix Spike and Surface water! Total Pbenols I s+ Matrix Spike Groundwater 4 Glass/1 liter/1 0.008%Na2S103 28 days Duplicate ICHEM 300 Cool to 4°C 6/00 NYSDEC ASP or equivalent Method 420.1 5 Table 1-1 (continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING SUNT I dARY OF MONITORING PARAMETERS Number of Container Sample Maximum Sample Location SampleTvpe Sample matrix Sample Fraction Sam les Freouencv Twe/Slze/No. Preservation Holding Time Ana lyticalMethod Site/Study Area Matrix Spike and Surfacewater/ Chloride 1** 4 Plastic/500 m111 Cool to 4°C 26 days 6100 NYSDEC ASP ICHEM SMethod 9250 Matrix Spike Groundwater Duplicate or equivalent Matrix Spike and Surface water/ Bromide 1** 4 Plastic/500 ml1l Cool to 4*C 26 days 6100 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 ml/l HNO3 to pH<2 6 months M00�i DOEC ASP Matrix Spike Groundwater CaCO3 ICHEM SCool to 4°C Duplicate or equivalen E Matrix Spike and Surface water/ Color 1** 1 Plastic/500 ml/l Cool to 4°C 24 hours 61100 NYSDEC110. ASP lvlatrix Spike Groundwater ICHEM 300 Duplicate m equivalent Matrix Spike and Surface water/ Volatile Organics 1* 1 Glass,clear/ Cool to 4°C*4* 7 days for 6/00 NYSDEC ASP Matrix Spike Groundwater 40 rW3 analysis Method USEPA SOW Duplicate ICHEM 300 OL.MO4.2 series or equivalent Matrix Spike and Surface waterl Metals 1** 4 Plastic/11.11 HNO3 to pH<2 26 days for 6100 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Cool to 4°C Hg analysis, Method LiSEPA SOW Duplicate series or 6 months for ILMO4.0 equivalent analysis of others Matrix Spike and Surface water/ Cyanide 1** 1 Plastic/11/1 NaOH to pH>l2 12 days for 6100 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Cool to 4°C analysis Method 3352 Duplicate series or equivalent *Holding times as listed for each method in Exhibit D of the 6100 NYSDEC ASP and based upon VTSR(Verified Time of Sample Receipt). **One set ofMS/MSD for each round of sampling based upon 12 groundwater samples collected per round. ***Samples are not to bepreserved to pH<L. 6 Table 1-2 SOUTHOLD LANDFILL POST CLOSURE MONITORING DATA QUALITY REQUIREMENTS Parameter Sample Matrix CRDL*(ua/1) Estimated Accuracy Accuracy Protocol Estimated Precision Precision Protocol Volatile Organics Liquid 5-10 0.87-2.43 ugll Vol.IB,Chapter 4, 0.11-4.00 ug /l Method 8240,Table 7 � Vol.IB,Chapter 4, Metals(except cyanide) Liquid 0.2-5000 Method 8240,Table 7 - Vol.1A,Chapter 3, Vol.IA,Chapter 3, 0.2-5000 Methoodd 6010**,Table 4 Method 6010*', Cyanide Liquid Table 4 10 85%-102% Vol.IC,Chapter 5, ±0.02 mo 10 of recovery Method 9010 Vol.ICd Chapter 5, Method 9010 "Contract Required Detection Limits "and SW-846 Methods for: Method Mercury 7470 7 I Table 1-2 (continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING DATA QUALITY REQUIREMENTS OBJECTIVES FOR PRECISION,ACCURACY AND COMPLETENESS Matrix/Parameter Precision(1/o) Accuracy(%1 Groundwater VOCs(a) See Table 1-2a See Table 1-2a Metals(') ±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 8 Table 1-2a SOUTHOLD LANDFILL POST CLOSURE MONITORING DATA QUALITY REQUIREMENTS ACCURACY REQUIREMENTS FOR VOC Spike Recovery Limits{%) Surrogate Compound Nater Toluene-d8 88-1I0 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. 9 The methods of analysis will be in accordance with the 6/00 NYSDEC ASP. Specific analytical procedures and laboratory QAIQC 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. 2.1 Data Representativeness Representative samples will be collected as follows: ® Groundwater(Monitoring Well) - Samples will be obtained after the monitoring well has been purged 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. 9 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. 2.2 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. 10 2.3 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. 3.0 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, p$ 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 watersample 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) 11 Table 1-3 SOUTHOLD LANDFILL POST CLOSURE MONITORING SAMPLING MATRIX Environmental Number of Program Element Media -Sample Tv e/De th Sam les Equipment Sam le Anal ses 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. 12 to be maintained during shipment to the laboratory. Samples will be delivered to the laboratory within 48 hours of collection. 3.1 Sample Identif.Zcation 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 location.s with more than one sample. Samples will be labeled according to the following system: Sample Location: Monitoring VArell "MW" e 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. m 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- S�'— Sample Matrix------ Sample Ntunber 3.2 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. 13 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. 3.3 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 flterbig of the sample or waiting a maximiun 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. 14 6. If the turbidity exceeds 50 NTUs, then the well shouldbe sainpled 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. 4.0 Decontamination Procedau•es 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 Iocated 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. 4.1 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 15 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. 4.2 Decontamination Procedure for Drillin>; All equipment such as drill.rigs, backhoes and other mobile equipment should receive an iiiitial cleaning prior to use at the site. The equipment will then be decontaminated pz7or 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 n.onioni.c 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. ® Stearn clean(212°F). 4.3 Decontamination Procedure for Sampling Equipment Teflon, PVC, polyethylene, polystyrene and stainless steel sampling equipment decontamination procedures will be the following: 16 ® 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. o Rinse thoroughly with tap water.. e 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. e 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. 4.4 Decontamination Procedure for Well Casing/ Screen and Development/Purg�ing 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 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, 17 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. 5.0 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. _._....._.. --... 6.0 Field MaDagement 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 Plait 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 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. 18 6.1 Location Sketch Each sampling point shall have its own location sketch (Attachment B) with permanent references, to the maximmn extent practicable. 6.2 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 o Sample crew • Sample location ® Field sample identification number • Date 9 Time of sample collection ® Weather conditions ® Temperature 0 Sample matrix ® Method of sample collection and any factor that may affect its quality adversely m Well information.(groundwater only) Field.test results Constituents sampled ® Remarks (Sample Compositing Information) 19 6.3 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 personassurning 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 Fonms are provided by the laboratory contracted to perform the analytical services. At a minimum,the following information shall be provided on these fonns: • Project name and address i • Project number • Sample identification number ® Date o Time • Sample location ® Sample type ® Analysis requested • Number of containers and volume taken • Remarks 20 Type of waste ' i 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 infonnation: • 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. 6.4 Split Samples Whenever samples are being split with another party, a Receipt for Samples Fonn must be completed and signed. A copy of this fonn 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. 6.5 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 21 documented. Notations should. be made in logbook fashion, noting the time and date of all entries. Infonnation recorded in this notebook should include, but not be limited to, the following: The first page of the log contains the following information: m Project name and address o Name, address and phone number of field contact e Waste generator and address,if different from above ® Type of process(if known), generating waste a Type of waste o Suspected waste composition,including concentrations Daily entries are made for the following information: • Purpose of sampling e Location of sampling point q Number(s) and volume(s)of sample(s)taken ® Description of sampling point and sampling methodology Date and time of collection, arrival and departure 0 Collector's sample identification number(s) o , Sample distribution and method of storage and transportation o References, such as sketches of the sampling site or photographs of sample collection o Field observations, including results of field analyses (e.g., pH, temperature, specific conductance),water levels, drilling logs, and organic vapor and dust readings e Signature of personnel responsible for completing log entries. 22 d 6.6 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. 6.7 Field Changes and Corrective Actions Whenever there is a required or recommended investigation/sampling change or con-ection, a Field Change Form must be completed by the Field Operations Manager and approved by the Town. 7.0 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 historyof 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. 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. 23 8.0 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. 9.0 Control and Disposal of Contalninated 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. 10.0 Documentation,Data Reduction and Reporting A NYSDOH 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. NYSDEC "Sample Identification and Analytical Requirement Summary" and "Sample Preparation and Analysis Summary" forms (for V OC Analysis, B/N-A Analysis, Pesticides/PCB Analysis and Inorganic Analysis) will be completed and included with each data package. These 24 forms are contained in Section 1.22. The sample tracking forms are required and supplied by the 6/00 NYSDEC ASP. 11.0 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 (DUSK) will be prepared instead of full data validation. The DUSK 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 usability of 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. 12.0 Performance and System Audits A NYSDOH ELAP and CLP certified laboratory, which has satisfactorily completed performance audits and performance evaluation samples shall be used. 25 13.0 COd'reC&C A,ctaoat. 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. 14.0 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: ® Laboratory reagent water ® Sample containers e Cross contamination in shipment a Ambient air or contact. with analytical instrumentation during preparation and analysis at the laboratory ® Laboratory reagents used in analytical procedures 26 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). 15.0 Field Blank(Field Rinsate Blank)/Equipbaeut Blank Field blanks will not be required for this project, since disposable bailers are being utilized for sample collection. 16.0 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 compotuids. 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 andused to indicate the appropriateness of the spiking solution by calculating the 27 spike compomid 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. 17.0 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 6100 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 ® Each 20 samples in a case,including matrix spikes and reanalyses, or e 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 a Whenever samples are extracted. Volatile analysis requires one method blank for each. 12-hour time period when volatile target compounds are analyzed. 28 Date: SAEE INFORMATION RECORD Site: Sample Crew: Sample Location/Well No. Field Sample Y.D.Number Time Weather Temperature Sample Type: Groundwater Sediinent Surface Nater/Stremma 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 p71 Odor Temperature Specific Conductance(umhoslei n) Other(OVA,Methane Meter,etc. Constituents Sampled Remarks: Well Casing Volumes GAL/FT 11M=0.077 2" =0.16 3" =0.37 4"=0.65 1%-0.10 2%,"=0.24 3% =0.50 6"='1.46 C AIN-OF-CUTIODY RECOR Page of REPORT TO OMPANY PHONE COAlPANY INVOICETO PHONE LAB PROJECT#: AME DIIRESS FAX NAME FAX ADDRESS TURNAROUND TIME: TY/ST/ZIP CITYISTIZIP .TENT PROJECT NAMt:: CL1F.K1'PROJECT#: CLtENT P,0.#: REQUESTED ANALYSES SAMPLE DATE/TIMEj w IDENTIFICATION SAMPI.EI) C J O E LAB 11) COMMENTS 3 0 u Q 0 / / / / / / / / / / FN RELINQUISHED BY DATE/TIME ACCEPTED BY DATE/TIME ADDITtONALREMARKS: COOLEltTEMP: -WHITE,LABORATORY COPY YELLOW;REPORT COPY PINK;CLIENTS COPY r , Date: DAILY EQUIPMENT cA,IBRATION LOG )Project Name: Project Number. Calibrated by: Instrument Name Calibration Readings and and Model Number Method Time Observations 19.0 NYSDEC Sample Identification,Preparation and Analysis Summary]Forms i i 30 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SAMPLE IDENTIFICATION AND ANALYTICAL REQUIREMENT SUMMARY Customer Laboratory An lytical Re uirements f Sample Sample *VOA *BNA 'VOA *Pest *Metals *Other Code Code GC/MS GC/MS GC PCBs Method Method Method Method 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. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SAMPLE PREPARATION ANIS ANALYSIS-SUMMARY INORGANIC ANALYSES Laboratory Date Redd Date Sam le ID Matrix Metals Re uested at Lab Anal ed 20.0 Field Audit Forrfi 31 FMaX AUDIT FORM Site: Date: Persons Mite: QA/QC officer Coxiducting Audit: - Project: YES Pfi( 1.. Is safety equipment in use(hard@iats,respirators,gloves etc.): 2. b a decontamination station.equipment and supplies on site and in woddng order: Methanol YES N® _ Alcoaioa YES AI® D.I.Water YES N® Scrub Brushes YES,.:- NO, Steam CICaner Comments: 3. is flit sitermvestigatioan areas secured(fence,mads.etc.): YES NO C Mu rents: 4. Is contaminated material properly stored and in a secure ar= YES NO Can naents. FEELD AUDIT FORM(con inued) 5. Are form filled out properly: Field Log Book YES NO Chain of Custody YES NO FApiapment Calibration Log YES NO Daily Field Activity Deport YES NO Location Sketch YES NO Sample hfmmmtion Record YES NO Equipment Usage Foran YES NO Comments: 6. Is the proper sampling and field measurement equipment,'including calibration supplies on site: YES NO 7_ Are there adequate sample containers,including deionized water for QA/QC:. Find Blanks YES NO Trip Blanks YES NO Comments: 8. Is the equipment decontaminated properly: Sampling egpipment YES NO Construction equipment YES NO Continents: FIELD AUDIT F® (continued) 9. Is field measurement equipment calibrated: Daily YIPS NO Properly YES NO Comments: 10. Are samples collected and labeled properly: YES NO Comments- .11. om eants-.11. Are samples stored at 4:0Q YIES NO Comments: 12. Are coolers properly sealed and packed for shipment including Chain of Custody tapers to underside of lid: YES NO Comments: 13_ Is a copy of the Field Investigation Work Plan available on site: YES NO Comments: FZL D AUDIT FORM (continued) 14. Is a copy of the QA/QC Placa 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 Continents: . ; FIELD.A UDff F® (coutinned) Geneml Comments: ATTACHMENT A PART 360 WATER.QUALITY ANALYSIS TABLES rarL jou water Quality Analysis Tables page 1 of 7 6 NYCRR Part 360 Parameters Target Compound List(TCL)and Contract Required Quantitation Limit Contract Required Quantitation Level Parameter CAS Number (ltg/L) ' J 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 S. Biochemical Oxygen Demand(BOD.5) 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 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 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(13OD5) 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 744042-8 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 S 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 6/2000 6 NYCRR Part 360 Parameters Target Compound List(TCL) and Contract Required Quantitation Limit(Continued) Contract Required Quantitation Level Parameter CAS Number (lig/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. Acryionitn'le 107-13-1 10 3. Benzene 71-43-2 1 4. Bromochlormethane 74-97-5 1 5. Bromodichloromethane 75-274 1 6. Bromoform 75-25-2 1 7. Bromomethane 74-83-9 1 8. 2-Butanone 78-93-3 5 9. Carbon disulfide 75-16-0 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 12448-1 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-Dlchloro-propene 10061-01-5 1 30. trans-1,3-Dichloro-propene 10061-02-6 1 31. Ethylbenzene { 100-41-4 1 6/2000 .�� •,4lGL uUntlLy catialy5t5 iaviCS page o of / 6 NYCRR Part 360 Parameters Target Compound List(TCL) and Contract Required Quantitation Limit(Continued) Contract Required Quantitation Level Parameter CAS Number (pg/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 Carton 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 612000 __-_ - - - ..,-.�_ x j ....u...I.>io �s�,✓.icD pdye o or r 6 NYCRR Part 360 Parameters Target Compound List(TCL)and Contract Required Quantitation Limit (Continued) Contract Required Quantitation Level Parameter CAS Number (149/1-) Baseline Parameters(Continued) Inorganic Parameters(continued): 38. Thallium,Total 10 39. Vanadium,Total 40 40. Zinc,Total 20 Organic Parameters: 1. Acetone 67-641 5 2. Acrylonitrile 107-13-1 10 3. Benzene 71-43-2 1 4. Bromochlormethane 74-97-5 1 5. Bromodichioromethane 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. 11-Dichloroethane 75-34-3 1 23. 1,2-Dichloroethane 107-06-2 1 24. 1,1-Dichloroethene 7535-4 1 25. cis-1,2-Dichloroethens 156-59-2 1 26. trans-1,2-Dichloroethene 15&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 612000 ai. .,vv naUcl. ut1d11Ly AnaiyslS Taoies page 7 of 7 6 NYCRR Part 360 Parameters Target Compound List(TCL)and Contract Required Quantitation Limit (Continued) Contract Required Quantitation Level Parameter CAS Number WWI-) 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 791-5 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 108-054 1 46. Vinyl chloride 75-01-4 1 47. Xylenbs(Total) 1330-20-7 1 6/2000 `��{ ' {Sr�iP �'' hp `s i �. '.`7 s• ti � ' ►,.. i• �•��i 5 r>. \; ;�4'`� `a -}':t rid 04t, rt:4 •'� f � .3tw4..Y-'a•�.�- pip f �>�.�..�Jr`,'f�m5, r"�.{��y`.i�.,�, � j4.�yy"66",.•R�"•"�_`i"-.. 71y,��'1..�� .. z,.. ` � :?.�• �.0.�t�,,."�'t� I/4N�L�'"',tea- al5 J`n F ,, >w.c•+wr "�.Sy� "'�,� � ,c t�yf.]'. J'}yf�'---, :i oaf[� "t`-a'A5•' •`h.... �l�w� � +aiAl'����'�T'�Y�ik�}•�'_,#Imo. .� �~` � 5` •":;tom...y�f'�',_;S.Y ; � ��. „�: !.. � 'y;;���`��y�.•�.v��uR" y"iwr+�-na...�,,;•...r.'i"r�i'i (, 1 _ rr • •. � �� �.� � `mss \�' . - •.•-._•`�n`6-t..'.��_.z i..a�Y7P.: ,-. � .155 I J'.•. 'a'' - a • • SOUTHOLDLANDnLL ' CUTCHOGUE,NEW •. GROUNDWATER r' , MONITORING LOCATION Times Review Media Group Invoice#: 6fbbbcl b The Suffolk Times Date: 10/23/2023 Bill To Customer Email SOUTHOLD TOWN CLERK lynda.rudder@town.southold.ny.us Affidavits will be mailed or emailed (as ordered) 7 days AFTER THE LAST INSERTION DATE. Description . Pdbiish Date �Arnbdnt PUBLIC � 10/26/2023T____� $39.48 Affidavit(eMail) 1 $25.00 Affidavit(Mail) 0 $0.00 Total: $64.48 Please remit checks payable to: Balance: Times Review Media Group $64.48 PO Box 1500 Mattituck, NY 11952 The invoice number MUST be included on your check to ensure that your payment is applied correctly. LEGAL NOTICE i INVITATION TO BID NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR THE FOLLOWING: BID NAME: "Landfill Groundwater & Gas Sampling, Analysis & Reporting" Definite specifications may be obtained at the Southold Town Clerk's Office beginning October 26, 2023. PLACE OF OPENINGS: Town Clerks Office, 53095 Main Road, Southold, NY 11971 DATE /TIME OF OPENINGS: November 9, 2023 2:00 PM CONTACT PERSON: James Bunchuck, Dept of Solid Waste Coordinator, Town of Southold, 631-734-7685 VENDORS MUST SUBMIT BIDS IN SEALED ENVELOPES. PLEASE PRINT ON THE FACE OF ENVELOPE: 1) NAME &ADDRESS OF BIDDER , & 2) BID NAME It is the bidder's responsibility to read the detailed Request for Proposals and provide a proposal that completely and accurately addresses each part of the document. Upon submission of the bid, it is understood that the bidder has read, fully understands and will comply with all requirements. The Town of Southold welcomes and encourages minority and women-owned businesses to participate in the bidding process. Dated: September 26, 2023 BY ORDER OF THE SOUTHOLD TOWN BOARD Denis Noncarrow, Southold Town Clerk STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Lynda M Rudder,Deputy Town Clerk of the Town of Southold,New York being duly sworn, says that on the 2311 day of October . 2023, a notice of which the annexed printed notice is a true copy was affixed, 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 Bulletin Board, 53095 Main Road, Southold,New York and the Southold Town website, www.southoldtownny.gov . RFP for Groundwater& Gas Monitoring At the Cutchogue Landfill ynda M Rudder Southold Deputy Town Clerk Sworn before me this 2311 day of October , 2023. otary Public UG-Lu&Mgej voildmg deo RMI Aunoo)loans ul PeiianO s906zvgnwLo'0N U0IIWM09I3 Xd0A M3N do 3ivis,onend MVION daniN W H3dINN3P g11FF°(* ' RESOLUTION 2023-829 aa� � ADOPTED DOC ID: 19520 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2023-829 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON SEPTEMBER 26, 2023: 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 the monitoring of gas and groundwater at the Cutchogue landfill for the years 2024-2027, as required by and in accordance with federal and state regulations, and for the Town Clerk to advertise said RFP upon its completion, all in accordance with the Town Attorney. Denis Noncarrow Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Louisa P. Evans, Justice SECONDER:Greg Doroski, Councilman ,AYES: Nappa, Doroski, Mealy, Doherty, Evans, Russell