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HomeMy WebLinkAbout6004_DukeMcGuire_LF1_LFGWorkPlan_FID1741298_20221005PREPARED FOR: Duke Energy Carolinas, LLC 526 South Church Street Charlotte, North Carolina 29111 PREPAF S&ME, Inc. 3201 Spring Forest Road Raleigh, NC 27616 Corporate Registration for Licensing of NC Geologists No. C-145 NC Engineering Firm No. F-0176 October 5, 2022 =0 October 5, 2022 North Carolina Department of Environmental Quality Division of Waste Management - Solid Waste Section 217 West Jones Street Raleigh, North Carolina 27605 Attention: Ms. Sarah Moutos via email: sarah.moutos@ncdenr.gov Environmental Program Consultant Reference: Work Plan for Landfill Gas Sampling (Permit No. 6004-INDUS-1981) Duke Energy - McGuire Nuclear Station - Landfill No. 1 13339 Hagers Ferry Road, Huntersville, North Carolina S&ME Project No. 22350048 Dear Ms. Moutos: S&ME, Inc. (S&ME) on behalf of our client, Duke Energy of the Carolinas, LLC (Duke Energy), is submitting this Work Plan to conduct landfill gas sampling activities at the above -referenced site. Duke Energy is voluntarily capping Landfill # 1 at the McGuire Nuclear Station, with a 40-mil LLDPE geomembrane cover. This Work Plan is intended to collect landfill gas measurements and laboratory data to support facility closure and post -closure design, by evaluating whether landfill gas vents would be necessary in the final cover system design and whether landfill gas monitoring would be necessary during the post -closure period, with the updated final cover system. If you have any questions, or comments, about the enclosed Work Plan please contact the Sincerely, S&ME, Inc. Laura Beth Slagle Environmental Staff Professional Islagle@smeinc.com Samuel P. Watts, PG Principal Geologist/Senior Environ swatts@smeinc.com NC Licensed Geologist No. 1806 cc: Ashley Healy, Duke Energy (ashley.healy@duke-energy.com) Jamie Lineberger, Earnhardt Grading (iamie@earnhardt- rq adinQ.com) Sharon Korleski, S&ME, Inc. (skorleski@smeinc.com) Elizabeth Werner, DWM-SWS (elizabeth.werner@ncdenr.Qov) Claire Osborn, DWM-SWS (claire.osborn@ncdenr.aov) Sherri Stanley, DWM-SWS (Sherri.Stanley@ncdenr.gov) Jordan Russ, DWM-SWS (iordan.russ@ncdenr.00v) Ed Mussler, DWM-SWS (ed.mussler@ncdenr.dov) iderr i ned. CA 4 rrw'rr r EEL-1806 a fivi Consultant S&ME, Inc. 13201 Spring Forest Road I Raleigh, NC 27616 1 p 919.872.2660 1 www.smeinc.com s Work Plan for Landfill Gas Sampling r Duke Energy — McGuire Nuclear Station I Landfill No. 1 (Permit No. 6004-INDUS-1981) S&ME Project No. 22350048 Table of Contents 1.0 Introduction and Project Background...........................................................................2 2.0 Project Preparation — Health & Safety..........................................................................3 3.0 Gas Implants Installation and Sampling Procedures................................................3 3.1 Gas Implant Installation................................................................................................................ 3 3.2 Field Screening................................................................................................................................3 3.3 Sampling Collection....................................................................................................................... 4 3.4 Laboratory Analysis: ...................................................................................................................... 4 4.0 Quality Assurance/Quality Control..............................................................................5 4.1 Sampling Equipment.....................................................................................................................5 4.2 Sample Custody..............................................................................................................................5 4.3 Laboratory Analytical Report.......................................................................................................5 5.0 Reporting............................................................................................................................5 6.0 References...........................................................................................................................6 List of Figures Figure 1 — Site Map with Proposed Sampling Locations Figure 2 — LFG Sample Train Schematic List of Attachments Attachment I — Implants Operation from Geoprobe Systems Sampling Field Forms Attachment 11 — Sampling Field Forms Attachment III — Blank Chain of Custody October 5, 2022 1 s Work Plan for Landfill Gas Sampling r Duke Energy — McGuire Nuclear Station Landfill No. 1 (Permit No. 6004-INDUS-1981) S&ME Project No. 22350048 1.0 Introduction and Project Background S&ME, Inc. (S&ME) on behalf of our client, Duke Energy of the Carolinas, LLC (Duke Energy), is submitting this Work Plan to conduct landfill gas (LFG) sampling activities at the above -referenced site. Duke Energy is voluntarily capping Landfill # 1 at the McGuire Nuclear Station, with a 40-mil LLDPE geomembrane cover. This Work Plan is intended to collect landfill gas measurements and laboratory data to support facility closure and post -closure design, by determining whether landfill gas vents would be necessary in the final cover system design and whether landfill gas monitoring would be necessary during the post -closure care period, with the updated final cover system. The referenced property is located at 13339 Hagers Ferry Road, Huntersville, Mecklenburg County, North Carolina, and is owned by Duke Energy. Landfill #1 has a footprint area of approximately 12 acres. A site map depicting the aerial extent of the landfill, with proposed sampling locations, is provided as Figure 1. The application for the landfill was originally submitted in 1972 to accept construction material and other wastes including paper, cans, lunch box scrap and fish waste. Additional disposal of oil absorbent materials, carbon granules, sludge, borax, diatomaceous earth, and ion exchange resins were permitted under a case -by -case basis. This landfill was permitted in 1981 (Permit No. 60-04). Closure of the Landfill was completed in 1993 with construction of an earthen cover consisting of approximately two feet of compacted soil. Volatile organic compounds (VOCs) exceeding state regulatory standards have been reported, at the landfill review boundary, during the semi-annual groundwater monitoring events. Subsequently, Duke Energy voluntarily conducted site characterization to improve the conceptual site model of the landfill. A Site Characterization Report, dated May 21, 2021, prepared by Wood summarized results of field activities conducted for the Site Characterization, which included surficial geophysics and passive soil gas sampling within the Landfill limits; borehole drilling to facilitate five bedrock and one basal saprolite/transition zone well installations; downhole geophysics and packer testing in the bedrock boreholes; monitoring well development and sampling; and land surveying of the new wells. A total of 25 Passive Soil Gas (PSG) Samplers were deployed in a graded grid pattern biased in the northwestern half of the waste area. Duke Energy concluded an upgraded closure cap on Landfill # 1 could serve as a proactive measure to significantly reduce infiltration from precipitation through the landfill waste mass, thus limiting constituent of concern migration to groundwater. Duke Energy is currently preparing a design for the upgraded closure cap, and as part of closure considerations, has requested S&ME to conduct landfill gas sampling. The intent is to collect landfill gas measurements and laboratory data to possible support closing the landfill without requiring LFG vents or LFG monitoring, if sample results are reported at lower than action levels. This LFG assessment work plan is intended to be provided to the Duke Energy and the Division of Waste Management, Solid Waste Section (Section) for approval. October 5, 2022 =0 2.0 Project Preparation - Health & Safety S&ME will conduct the following: Work Plan for Landfill Gas Sampling Duke Energy — McGuire Nuclear Station Landfill No. 1 (Permit No. 6004-INDUS-1981) S&ME Project No. 22350048 Communicate with Duke Energy and site personnel to confirm access and schedule. Acquire approval from the Section, and Duke Energy, to drill at the proposed sample locations depicted on Figure 1. S&ME will not be responsible for damage to utilities that are not clearly marked on the ground surface. Prepare a site -specific health and safety plan to comply with 29 CFR 1910.120 as required by the Occupational Safety and Health Administration (OSHA). 3.0 Gas Implants Installation and Sampling Procedures Landfill #1 has a footprint area of approximately 12 acres. S&ME proposes to install up to 24 gas implants at the approximate locations shown on the attached figure. The following activities and tasks will be completed for the landfill gas implant installations, screening and sampling. 3.1 Gas Implant Installation Using direct push techniques via a track -mounted Geoprobes rig, S&ME will install up to 24 gas implants for the collection of LFG samples across the waste disposal unit. S&ME will install the implants to a depth of 10 feet below ground surface (ft-bgs), as depicted on Figure 2 and in general conformance with Geoprobe's "Implants Operation" manual (Attachment 1). 3.2 Field Screening Following installation of the implants, S&ME will field screen the newly installed implants for the presence of landfill gases. Portable meters will be used to collect the following parameters at each gas implant location. Landfill Gas Meter — GEM 5000 Plus for: methane: 0-100% hydrogen sulfide: 0-500 ppmv carbon dioxide: 0-100% oxygen: 0-25% barometric pressure A thermo-hygrometer will be used to measure ambient air for humidity, and temperature. The GEM 5000 Plus has an internal pump. New Teflon tubing will be connected from the meter to each implant for screening. Instruments will be calibrated in the field following manufacturer recommendations for each instrument. A summary of field calibration procedures used (according to manufacturer's recommendations) and bump tests (to verify full calibration and instrument accuracy) performed before, during, and after evaluation will be documented. Additional field calibrations that may be required for changing field conditions (such as barometric pressure or temperature) will be documented. Three background readings will be collected away from the waste disposal area. October 5, 2022 Work Plan for Landfill Gas Sampling Duke Energy — McGuire Nuclear Station Z Landfill No. 1 (Permit No. 6004-INDUS-1981) S&ME Project No. 22350048 Field logs will be maintained and will include at a minimum: Names of persons conducting the evaluation. Brief description of weather conditions Date and time began/ended. Ambient temperature, humidity, and barometric pressure readings at least hourly. Verification of field instrument calibration. Additional field calibration as needed for changing field conditions. Duplicate readings from at least one background and two probes. Detection limit of each instrument used. A table that includes sample location, readings, and notations of other things that may affect the results (e.g., water trap, filters, barometric pressure, temperature, etc.). 3.3 Sampling Collection LFG samples will be collected for laboratory analyses based on the following: If field screening does not detect LFG constituents, three samples (approx. 10%), from three separate locations, will be collected for laboratory analysis. The samples will be collected from the central portion of the landfill, away from the edges of the landfill. If field screening does detect LFG constituents, five samples (approx. 20%), from five separate locations, will be collected for laboratory analysis. The samples will be collected from the locations with the highest detections recorded from field screening measurements. Following Screening of the Implants for the presence of landfill gasses, S&ME will perform a leak test by attaching a brass T-connector to the end of polyethylene tubing and connecting a section of Teflon tubing to one part of the T-connector and another section will be attached to a batch -certified, 1.4-liter summa canister. A plastic shroud will be placed overtop the SAMPLE tubing array and summa canister. The other section of tubing from the T-connector will be fitted through the shroud and attached to a helium detector. S&ME will then inject helium (tracer) gas into the plastic shroud. The sampling array will be monitored for leaks by monitoring for the presence of helium gas concentrations within the Teflon tubing. If the tracer gas is not detected through the sampling array, then the sampling array will be considered leak free. If leaks are detected, the sampling array will be re -built and re -tested for leaks. A schematic of the sample train is provided as Figure 2. After successfully passing the leak test, the leak detection shroud will be removed, and three volumes of air will be purged from the LFG sampling array using a calibrated low flow pump (similar to a personal air monitoring pump) at a rate less than 200 milliliters per minute. After purging the sampling array, the valve to the 1.4-liter summa canister will be opened to allow the collection of a LFG sample. The sample collection rate will be set with a three- hour regulator. Blank field sampling forms are provided in Attachment II. 3.4 Laboratory Analysis: Once the LFG samples are collected, the samples will be shipped under standard chain -of -custody protocol to a qualified laboratory for analysis. The samples will be analyzed for: Fixed Gases by EPA Method 3C (1-12, N2, 02, CO, CO2, CH4) October 5, 2022 4 Work Plan for Landfill Gas Sampling Duke Energy — McGuire Nuclear Station Landfill No. 1 (Permit No. 6004-INDUS-1981) wv:� S&ME Project No. 22350048 Sulfurs by EPA Method TO-15 Modified After LFG samples are collected, S&ME will remove the sample tubing to approximately one foot below the top of the ground surface and will fill the top of the boring with soil (note: the bore hole is filled with hydrated bentonite clay mix). The location of the LFG implants will be recorded with a mapping grade sub -meter GPS unit. 4.0 Quality Assurance/Quality Control 4.1 Sampling Equipment The direct push tooling will be decontaminated before and after visiting the site using an Alconox®/water soap mixture and water rinse. A new, dedicated implant will be used for collecting each LFG sample. Dedicated Teflon - lined tubing will be used in collection of the LFG samples. Summa canisters will be batch -certified and pre - evacuated from the laboratory. Analytical documentation, demonstrating that the batch -certified summa canisters are free of the target compounds down to the project reporting limits, will be obtained from the laboratory, and provided in S&ME's report. 4.2 Sample Custody The sampler will complete a chain -of -custody form provided by the laboratory. A blank chain -of -custody form from the Enthalpy is included as Attachment III. The sampler will sign where indicated and record the site identification, sample number, date and time of sampling, matrix code, sample type, bottle/preservative type, and the analyses requested. When the custody of samples is transferred, the persons relinquishing and receiving custody will sign, date, and record the time of transfer on the chain -of -custody. If the samples are shipped using a commercial courier, the bill of lading will become part of the chain -of -custody and will serve as the signature of the person receiving the samples. Upon receipt of the samples at the laboratory, a sample custodian will accept custody of the sample and verify that the chain -of -custody is still intact. The laboratory will maintain the chain -of - custody throughout the analytical and reporting processes. The laboratory will record the pressure upon arrival of the summa canisters. If the initial vacuum prior to sampling is in excess of 10% lower than the vacuum documented by the laboratory upon receipt, the cannister will not be used. 4.3 Laboratory Analytical Report It is anticipated that routine analytical services will be provided by Enthalpy Analytical (Enthalpy) for this project. The laboratories will provide Level II QA/QC analyses for this project, including the reporting of target analytes at concentrations between the laboratory method detection limits and the laboratory reporting limits, otherwise known as "J values". To the extent feasible, the laboratory method detection limits will not exceed the respective regulatory standards. 5.0 Reporting Following receipt of the laboratory analyses and results S&ME will prepare a report summarizing the results of the LFG assessment. The final report will include the following: October 5, 2022 Work Plan for Landfill Gas Sampling .� Duke Energy — McGuire Nuclear Station Z Landfill No. 1 (Permit No. 6004-INDUS-1981) S&ME Project No. 22350048 Narrative description of the sampling fieldwork; Copies of field sampling forms, chain -of -custody forms, and QA/QC information; Copy of lab data report; Site plan showing sample locations; Significant correspondence with the Section , if applicable; Deviations, if any, from the Work Plan approved by the Section; and Recommendations relative to the need for LFG vents and LFG monitoring after installation of the geomembrane cover. The report will be prepared under the supervision of a North Carolina Licensed Professional Geologist (PG), or Professional Engineer (PE), and will bear both the firm PG/PE license numbers and individual license numbers and seals. 6.0 References Below is a chronological list of previous assessment reports, relevant to the McGuire Nuclear Station, which were considered in preparing this assessment work plan. May 21, 2021 — Site Characterization Report, prepared by Wood Group. October 5, 2022 Figures MCGUIRE S NUCLEAR 1 5 STATION 1{ 1 II } 1 SITE LOCATION CL a 1 ♦ . _ - _ _ . _. _ R _ f_ _ .-_ . _ . _ . - `_ __._._._._._`_ 0 150 300 Feet I � 1 —._.� Monitoring Wells Property Boundary I— 250-ft Compliance Boundary Basal Saprolite/ Landfill Limit of Waste L Transition Zone Well L_ _A OO Passive Soil Gas Sample Location Bedrock Well I_ ! Review Boundary Creeks/Streams Shallow Well s ; ` R S '�•y Q5 • G 0 Trench Locations TOTAL VOC CONCENTRATIONS IN PSG SAMPLES Total VOC Concentration (ug/L) AND SITE GEOPHYSICS Geophysics - EM Response 6004-INDUS DUKE ENERGY CAROLINAS DUKE Background Response High: 11.11 Notes: LANDFILL NO.1 (MCGUIRE) Back �� 9 P PSG = Passive Soil Gas 4 ENERGY, NS =Not Sampled MECKLENBURG COUNTY, NORTH CAROLINA Elevated Response Low: 0.85 EM= Electromagnetic PROJECT NO: FIGURE NO: Attachments Attachment I Implants Operation from Geoprobe Systems® www.geoprobe.com 1-800-436-7762 Attaching polyethylene tubing to the sampling implant. The Tools for Site Investigation Fi Sampling Implants -Operation Installation Instructions for Soil Gas Implants 1. Drive probe rods to the desired depth using a Point Holder (AT-1313) and an Implant Anchor/Drive Point (PR-14). DO NOT disengage the drive point when depth has been reached. 2. Attach appropriate tubing to the implant (Figure 1). If tubing is pre-cut, allow it to be approximately 48 in. (1219 mm) longer than the required depth of the implant. Cover or plug the open end of the tubing. 3. Remove pull cap and lower the implant and tubing down inside the diameter of the probe rods until the implant hits the top of the Anchor/Drive Point. Note the length of the tubing to assure that proper depth has been reached. 4. Rotate tubing counterclockwise while exerting a gentle downward force to engage the PRT threads (Figure 2). Pull up on the tubing lightly to test the connection. DO NOT cut excess tubing. 5. Position a Probe Rod Pull Plate or Manual Probe Rod Jack on the top probe rod. Exert downward pressure on the tubing while pulling the probe rods up. Pull up about 12 in. (305 mm). 6. If using 1/4-in. (6,4 mm) O.D. tubing or smaller, thread the excess tubing through the Implant Funnel and position it over the top probe rod. If using larger tubing, it may not be possible to install the glass beads. .w Figure 1. Attaching tubing to the sampling implant. for or el) Figure 2. Once depth is achieved, the selected implant and tubing are inserted through the rods. The tubing is rotated to lock the implant into the drive point. F.2 Sampling Implants - Operation 7. Pour glass beads down the inside diameter of the probe rods around the outside of the tubing. Use the tubing to "stir" the glass beads into place around the implant. Do not lift up on tubing. It should take less than 150 mL of glass beads to fill the space around the implant. NOTE: Backfilling through the rods with glass beads or glass beads/bentonite mixes can only be performed in the Vadose Zone, not below the water table. 8. Lift up an additional 18 to 24 in. (457 to 610 mm) and pour the bentonite seal mixture into place as in Step 7. The volume to be filled is about 154 mL per foot. It may be necessary to "chase" the seal mixture with distilled water to initiate the seal. 16 Mesh 9• Pull the remaining rods out of the hole as in Step 5. Bentonite Backfilling with sackcrete (cement/sand) or bentonite/sand Chip may be done while removing the rods (Figure 4). If the PR- 14 Implant Anchor is used, the tubing may be cut flush with the top probe rod and a regular pull cap may be used to remove the remaining probe rods after Step 8. Glass Bead Figure 4. After the implant has been secured, the rods are removed and the annulus backfilled as appropri- ate. 10. After the probe rods have been removed, cut the tubing at the surface, attach a connector or plug, and mark the location with a pin flag or stake. The point is ready for sampling now. r. Figure 3. Glass Beads create a permeable layer around vapor sample implants. A vapor implant location. The To•�ols for Site Investigation ,o.:. ': •,Q:. _.�J . /-�,- aQ:•. •' °".p;s..,',:•o,�:a,• .°:..xx:.q.:',,. A:.. oa f7.:;'.•':d`�::d:; `"���:�j::�:g:Q.:aP; •::;�1: - : �b�:o: �.�qC]u, P.Qi,Q'.•. �.Ci"�'� �'S��'.� .�Y• �O�.i�..; ..0.• '`5�•..a•. .� ..Q.: ,•�`.: y 1 F.3 Sampling Implants -Operation Capped End Pipe Protector Implant Funnel Tubing Implant Glass Beads Bentonite Mix Seal Section Implant Backfill materials include glass Example of completed permanent beads and bentonite sealants. soil gas monitoring point. FA NEENEIV-1. LANDFILL GAS SCREENING FORM Meter Type/ Meter Name/ Serial No.: Gas Analyzer GEM 5000 III Project Name: Location: NCDEQ ID No.: Date: S&ME Project No.: Weather: PID Mini Rae 3000 Pre Calibration Time: Task Order: S&ME Personnel: Thermo Hygrometer UEI OTH 10 Post Calibration Time: PRE Equipment Calibration Calibration Notes POST Equipment Calibration PID (Isobutylene) 0 ppm = 100 ppm = PID (Isobutylene) 0 ppm = 100 ppm = Fresh Air CH4 (0%) = 02 (20.9%) = Fresh Air CH4 (0%) = 02 (20.9%) _ Methane High CH4 (50%) = CO2 (35%) = Methane High CH4 (50%) = CO2 (35%) _ 02 (0%) = 02 (0%)= H25 Mix CH4 (2.5%) = 02 (18%) = H25 Mix CH4 (2.5%) = 02 (18%) _ H2S (10 ppm) = CO (50 ppm) = H2S (10 ppm) = CO (50 ppm) _ Screening Data Sample Location Time VOCs Methane Carbon Dioxide Oxygen Hydrogen Sulfide Barometric Pressure Temperature Humidity ID hr:min ppm-v % volume in air (%) % LEL (100% LEL = 5% CH4 % % ppm-v in-Hg °F % Name Signature Date Notes: (1) • •110 •� Project Name: I I I Project Number: Location: Date: Weather: Air Temp ff): Helium Detector Serial No.: Calibration Date: Sample Information Sample Type Sample ID Canister ID Regulator ID Canister Volume (L) Ambient Temp (°F) Barometric Pressure (inHg) Leak Test Information Purge Method He Concentration in Shroud N He Detected in Leak Test (Y or N) He Conc. Detected in Leak Test (ppm) Percent of He in the Leak Test versus the Shroud Leak Test Passed (Yes/No)' Purge Information Enter Construction Details 0.17" ID Total Tubing (ft) 0.25" ID Total Tubing (in) Sand Pack Interval (in) 0.17" ID Total Tubing (ft) 0.25" ID Total Tubing (in) Sand Pack Interval (in) 0.17" ID Total Tubing (ft) 0.25" ID Total Tubing (in) Sand Pack Interval (in) 0.17" ID Total Tubing (ft) 0.25" ID Total Tubing (in) Sand Pack Interval (in) 0.17" ID Total Tubing (ft) 0.25" ID Total Tubing (in) Sand Pack Interval (in) 15 0 18 Sand Pack Interval Depth (in-bgs) 96 to 114 to to to to Volume (mL) 442 Purge Flow Rate (mL/min) 197 Purge Interval (3x Vol.) (min) 6.7 Actual Purge Time (min) Sample Collection Start Time Initial Vacuum (inHg) End Time Final Vacuum (inHg) Approximate Total Time (min) Sample Analysis Sampler Information Sampled by: Sampler Signature: Date: Notes: 1. Per the NCDEQ DWM VI Guidance dated March 2018, the helium concentration detected during the leak test shall not exceed 10% of the helium concentration in the shroud. Revision Date: 5/3/1811:30 Attachment III Air Chain of Custody Record ENTHALP Lab NO: I T I �C L Page: of Turn Around Time (rush by advanced notice only) Standard: HDa 3 DayN 2 Day: Custom TAT: CUSTOMER INFORMATION #N/A Company: #N/A Report To: PROJECT INFORMATION Name: Number: Special Instructions: Email: P.O. #: Address: Address: Phone: Global ID: Fax: Sampled By: Analysis Requested Type Equipment Information Sampling Information (I) Indoor Size Flow Sample Sample vacuum Sample Sample vacuum Sample ID (A)Ambient (SV) Soil Vapor Canister ID (1L, 3L, Controller Start Start start End End End (s)Source 6L, 15L) ID Date Time I Hg) Date Time I Hg) 1 2 3 4 5 6 7 8 9 10 Signature Print Name Company/Title Date / Time 1 Relinquished By: 1 Received By: Z Relinquished By: Z Received By: 3 Relinquished By: 3 Received By: