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HomeMy WebLinkAboutNCD024900987_20230321_SAP Baseline RALSASDFORM-064-R2 081821 LSASD ID: 23-0153 Sampling and Analysis Plan LSASD Project ID: 23-0153 Sampling and Analysis Plan Holcomb Creosote Location: 5016 US Hwy 601 Yadkinville, Yadkin County, North Carolina Project Date: April 10-14, 2023 Final SAP Approval Date: March 21, 2023 Project Leader: Kevin Simmons Hazardous Waste Section Field Services Branch Laboratory Services & Applied Science Division USEPA Region 4 980 College Station Road Athens, Georgia 30605-2720 The ANSI National Accreditation Board attests that U.S. EPA Region 4 Laboratory Services and Applied Science Division fulfills the requirements of ISO/IEC 17025:2017 ANAB Forensic Testing & Calibration AR 3125:2019. The activities contained in this report fall within the scope of accreditation, Certificate Number: AT-2628. Expires June 8, 2024. Page 1 of 12 LSASDFORM-064-R2 081821 LSASD ID: 23-0153 Sampling and Analysis Plan Approvals: LSASD Project Leader: Kevin Simmons, Project Leader Hazardous Waste Section Field Services Branch Approving Official: Doug Peters, Technical Reviewer Hazardous Waste Section Field Services Branch Liza Montalvo, Supervisor Hazardous Waste Section Field Services Branch This Sampling and Analysis Plan (SAP) is designed to be used in conjunction with the Applied Science Branch Quality Assurance Project Plan December 2019. Project Requestor: Joydeb Majumder, Remedial Project Manager US EPA Region 4 61 Forsyth Street, SW Atlanta GA 30303 Analytical Support: US Environmental Protection Agency Laboratory Services & Applied Science Division 980 College Station Rd Athens, GA 30605 Microbial Insights, Inc. (MI) 10515 Research Dr Knoxville, TN 37932 Advanced Environmental Laboratories, Inc. (AEL) 6681 Southpoint Parkway Jacksonville, FL 32216 Page 2 of 12 LSASDFORM-064-R2 081821 LSASD ID: 23-0153 Sampling and Analysis Plan SECTION A: Project Planning Elements A1. Distribution List Recipient Organization Address/Email Joydeb Majumder EPA Region 4 Superfund & Emergency Management Division Majumder.joydeb@epa.gov Todd Harbage HydroGeoLogic, Inc. HydroGeoLogic, Inc. (HGL) 1745 Phoenix Blvd., Ste. 200 Atlanta, GA 30349 tharbage@hgl.com A2. Project Personnel Team Members1 Organization Responsibilities Kevin Simmons USEPA LSASD Project Leader/Sample Custody Doug Peters USEPA LSASD Safety Officer/Sampler Michael Roberts USEPA LSASD Sampler John Davis (pending) USEPA LSASD Sampler Paula Whiting USEPA LSASD Sampler Dina Constantinides Serco Instrument Calibration/ Sampler Don Fortson Serco Instrument Calibration/ Sampler 1Project Leader and all Task Leaders assisting with this project have been deemed competent by LSASD management to conduct the tasks required to fulfill the prescribed goals. A3. Site Description and Background Information The 80-acre Holcomb Creosote Co. site is at 5016 US Hwy 601 in Yadkinville, North Carolina and includes an area where Holcomb Creosote Company operated a wood-treating facility from the 1950s to 2009. In November 2009, the North Carolina Department of Environmental Quality (NCDEQ) inspected the site property and noted several areas of concern, including a creosote treatment vessel, a 55-gallon sump, a catch basin, a transfer area and underlying soils, a concrete storage Page 3 of 12 LSASDFORM-064-R2 081821 LSASD ID: 23-0153 Sampling and Analysis Plan pit, above ground storage tanks, and about 30 55-gallon containers. As a result of this investigation, the NCDEQ issued several notices of violations to Holcomb Creosote Company, including failure to determine whether solid waste generated by the company was a hazardous waste; failure to obtain a permit for storage and disposal of waste creosote; and failure to treat, store and dispose of hazardous waste in compliance with state and federal regulations. NCDEQ has conducted a significant amount of work at the site under the RCRA program. In October 2011, the North Carolina RCRA program referred the site to the EPA’s Superfund program to address known and potential hazardous waste contamination. EPA placed the site on the Superfund program’s National Priorities List (NPL) in 2012 because of contaminated soil, sediment, groundwater, surface water and on-site structures resulting from facility operations. EPA and the NCDEQ have taken steps to clean up the site to protect people and the environment from contamination, and with the transition of the site to the Superfund program, the scope of the environmental assessment at the site has expanded. A4. Problem Definition This site has been selected to receive funding through the Bipartisan Infrastructure Law (BIL) to perform the cleanup of the site. EPA selected the following remedies for cleaning up the site: Soil: - excavation of contaminated soil - in-situ stabilization/solidification of naphthalene and dense non-aqueous phase liquid (DNAPL) contaminated soil - disposal of excavated soil in a capped on-site containment cell - repair and maintenance of existing caps - institutional controls. Groundwater: - in-situ chemical oxidation (ISCO) - in-situ enhanced biodegradation (ISEB) - groundwater monitoring - institutional controls. The chemical/biological oxidation processes in the groundwater destroys polycyclic aromatic hydrocarbons (PAHs) present in the dissolved phase and hardens the non-aqueous phase liquid (NAPL). The Remedial Project Manager (RPM) requested LSASD sample 18 pre-selected monitoring wells to establish a statistically valid baseline dataset prior to the beginning of the groundwater remedial action. Page 4 of 12 LSASDFORM-064-R2 081821 LSASD ID: 23-0153 Sampling and Analysis Plan A5. Project Description, Goals, and Study Boundaries The pre-selected wells, see Table 1, are 2-inch diameter and either PVC or stainless-steel construction. Only 3 of the 18 wells are stainless steel: MW-2, MW-6, and MW-7. The samples from the monitor wells will be analyzed by the following laboratories for: Laboratory Services & Applied Science Division (LSASD): Total Iron & Manganese Dissolved Iron & Manganese Semivolatiles Advanced Environmental Laboratories, Inc.(AEL): Alkalinity Biological Oxygen Demand (BOD5) Chemical Oxygen Demand (COD) Microbial Insights, Inc. (MI): Census DNA Naphthalene Dioxygenase (NAH) Census DNA Naphthalene-inducible Dioxygenase (NIDA) Groundwater samples will be collected in accordance with the standard operating procedures (SOPs) designated in Section B5 of this Sampling and Analysis Plan (SAP). Purging and sampling of the monitoring wells will utilize the low flow method via peristaltic pump with Teflon™ tubing. Any deviations from the SOPs will be documented in the field logbooks. All sample containers will be direct filled from the peristaltic pump Teflon™ tubing except for the semivolatile organic compounds. A vacuum cap assembly will be used to allow the bottle to fill without contacting the silastic tubing in the pump head. Prior to purging, each well be opened to allow the water level to equilibrate. The depth to water will then be measured from the top of casing and recorded in the field logbook. During the low flow purging process, all wells will be monitored for pH, temperature, conductivity, turbidity, dissolved oxygen (DO), and oxygen reduction potential (ORP) until stabilization has occurred and turbidity is 10 NTU or less. If stability or <10 NTUs cannot be achieved, the sample team leader will decide when to collect the sample based on the current circumstances and professional judgement. The purge water will be contained in drums and disposed into the on-site treatment area where it will be used in the waste solidification process. Figure 1, supplied by HGL and formerly designated as Figure 3.2, shows all wells at the Holcomb Creosote site including several that will not be sampled during this event. This map will be used to disambiguate wells in the field. Page 5 of 12 D D D DDDDDDDDDDDDDD D D DDDDDDDDDDDDDD D D D DD"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´"´£¤601Dobbins PondMW-XMW-9MW-8MW-7MW-6MW-5MW-4MW-3MW-2MW-46MW-45MW-44MW-43MW-42MW-41MW-40MW-39MW-38MW-37MW-36MW-35MW-34MW-33MW-32MW-31MW-30MW-29MW-28MW-27MW-26MW-25MW-24MW-23MW-22MW-21MW-20MW-19MW-18MW-17MW-16MW-15MW-14MW-13MW-12MW-11MW-10MW-1BProductionMW-56*MW-55*MW-58*MW-57*Unamed TributaryMW-53*MW-49*MW-51*MW-52*MW-47*MW-48*MW-50*TMW-54**MW-1AFigure 1*Monitoring Well LocationsLegend08016040Feet³\\srv-gst-01\HGLGIS\Holcomb_Creosote_E2401X\_MSIW\Preliminary_GWRD\HolcombCreosote_Fig302_MW_Network_20220525.mxd5/25/2022 JGSource: HGL, Versar ArcGIS Online Imagery (Clarity)HGL—Groundwater Remedial DesignHolcomb Creosote Site—Yadkinville, North CarolinaPartially Weathered Rock Monitoring Well"´Bedrock Monitoring Well"´Notes:*=new monitoring wells installed during pre-design investigations and pilot tests**=temporary monitoring well installed and abandoned March 2020FenceDSurface Water CourseLandfarm (closed)WetlandsSurface Impoundment (closed)Saprolite Monitoring Well"´* HGL Figure 3.2 renamed to Figure 1 forinclusion in EPA LSASD SAP andsubsequent report.US EPA LSASD Project ID# 23-0153Page 6 of 12 LSASDFORM-064-R2 081821 LSASD ID: 23-0153 Sampling and Analysis Plan Table 1 Holcomb Creosote Wells 2023 Holcomb Creosote Company Site, Yadkinville, Yadkin County, North Carolina Well Number / Station ID Sample ID Well Construction Material Total Depth (ft bgs) Coordinates (NAD83) Top of Screen (ft bgs) Bottom of Screen (ft bgs) Depth to Water (btoc) Latitude Longitude 3/28/20 Saprolite Wells MW-6 MW6-0423 Stainless Steel 27 36.1574564 -80.6749027 17 27 3.86 MW-7 MW7-0423 Stainless Steel 20 36.1574063 -80.6747407 10 20 1.67 MW-15 MW15-0423 PVC 16.75 36.1573891 -80.6744467 11.8 16.8 3.86 MW-25 MW25-0423 PVC 20 36.1578613 -80.6752813 10 20 10.88 MW-27 MW27-0423 PVC 15 36.1578184 -80.6750730 5 15 5.60 MW-28 MW-28-0423 PVC 18 36.1580001 -80.6751465 5 15 5.50 MW-30 MW30-0423 PVC 20 36.1580748 -80.6748595 10 20 8.10 MW-48 MW48-0423 PVC 15 36.1574980 -80.6750268 5 15 4.57 MW-55 MW55-0423 PVC 17 36.1578358 -80.6751823 7 17 -- MW-56 MW56-0423 PVC 17 36.1578493 -80.6752215 7 17 -- Partially Weathered Rock Wells MW-2 MW2-0423 Stainless Steel 33 36.1574191 -80.6749156 23 33 3.87 MW-16 MW16-0423 PVC 32.7 36.1573804 -80.6744258 22.7 32.7 3.70 MW-26 MW26-0423 PVC 42.5 36.1578029 -80.6751832 37.5 42.5 12.81 MW-44 MW44-0423 PVC 41.75 36.1572232 -80.6747215 36.75 41.75 9.73 MW-49 MW49-0423 PVC 26 36.1575106 -80.6750307 21 26 5.20 MW-50 MW50-0423 PVC 35 36.1579533 -80.6753353 30 35 10.02 MW-51 MW51-0423 PVC 27 36.1577202 -80.6750109 22 27 5.82 MW-58 MW58-0423 PVC 33 36.1574573 -80.6749660 23 33 -- bgs – below ground surface btoc – below top of casing Page 7 of 12 LSASDFORM-064-R2 081821 LSASD ID: 23-0153 Sampling and Analysis Plan A6. Applicable Regulatory Information Table 2 Cleanup Levels Final (100%) Groundwater Remedial Design Holcomb Creosote Company Site, Yadkinville, Yadkin County, North Carolina Contaminant of Concern Groundwater Cleanup Level (µg/L) Soil Cleanup Level (µg/kg) Sediment Cleanup Level (mg/kg) Basis Cobalt 9 NA NA Noncancer Hazard Quotient = 1 Iron 20,256 NA NA North Carolina Groundwater Standard Manganese 694 NA NA Noncancer Hazard Quotient = 1 1,1-Biphenyl 400 NA NA North Carolina Interim Maximum Allowable Concentration 2-Methylnaphthalene 30 NA NA North Carolina Groundwater Standards (groundwater) / Site-specific groundwater protection calculation (soil) Acenaphthalene 1,736 NA NA Dibenzofuran 28 NA NA Naphthalene 6 180 NA Benzo(a)pyrene TEQ 0.005 NA NA Ethylbenzene 600 NA NA Total PAHs NA NA 198 Maximum Acceptable Toxicant Concentration Notes: µg/kg = micrograms per kilogram µg/L = micrograms per liter mg/kg = milligrams per kilogram NA = not applicable PAH = polynuclear aromatic hydrocarbon TEQ = toxic equivalency Page 8 of 12 LSASDFORM-064-R2 081821 LSASD ID: 23-0153 Sampling and Analysis Plan A7. Decision(s) to be made based on data The results from this round of sampling will be used by the RPM and HGL to determine the effectiveness of the chosen treatment/remedy. SECTION B: Data Generation, Acquisition, and Reporting Will samples or physical evidence be collected: ☒Yes – If yes, complete all subsections in Section B. ☐No – If no, no action needed for B1, B2, B3 or B4, proceed to B5. B1. Sampling Design/Information Inputs Sample Media Total Number of Samples Analyses Groundwater 20 Semivolatiles Groundwater 20 Total Iron & Manganese Groundwater 20 Dissolved Iron & Manganese Groundwater 20 *BOD5, COD, Alkalinity Groundwater 20 *Census DNA – NAH Groundwater 20 *Census DNA - NIDA *See methods in Section B4. B2. Sampling Handling and Custody Samples will be designated as shown in Table 1 with Station ID and Sample ID included on the sample label. Station IDs will be appended with -0423 to create the Sample ID which indicates the date of the project, April 2023. As outlined in the Applied Science Branch Quality Assurance Project Plan, all samples will be handled and custody maintained in accordance with the LSASD Laboratory Services Branch Laboratory Operations and Quality Assurance Manual, LSASD Operating Procedure for Sample and Evidence Management, LSASDPROC-005, and LSASD Operating Procedure for Packing, Labeling and Shipping of Environmental and Waste Samples, LSASDPROC-209. Will a Chain-of-Custody be produced? ☒Yes ☐No During the duration of the event, have preparations been made to ensure that custody is maintained? Custody of a sample or physical evidence is defined as: ☒Yes Page 9 of 12 LSASDFORM-064-R2 081821 LSASD ID: 23-0153 Sampling and Analysis Plan •It is in the actual possession of an investigator •It is in the view of an investigator, after being in their physical possession •It was in the physical possession of an investigator and then they secured it to prevent tampering •It is placed in a designated secure area ☐No B3. Quality Control Field quality control measures will be in accordance with the LSASD Operating Procedure for Field Sampling Quality Control, LSASDPROC-011. Field quality control samples include the following: Duplicate samples – 1: duplicate sample will have a D appended to the Sample ID (e.g., MW7-0423D). MS/MSD – 1: designated on chain-of-custody. Laboratory quality control measures are specified in the LSASD Laboratory Services Branch Laboratory Operations and Quality Assurance Manual. Samples analyzed by the EPA/Region 4 LSASD laboratory in Athens, GA will be in accordance with the LSASD Laboratory Services Branch Laboratory Operations and Quality Assurance Manual. Specific analytical methods include: Total Iron & Manganese: EPA 6010C Dissolved Iron & Manganese: EPA 6010C Semivolatiles: EPA 8270D Samples will be analyzed by Advanced Environmental Laboratories, Inc.(AEL): Alkalinity: SM 2320B Biological Oxygen Demand (BOD5): 405.1/SM 5210B Chemical Oxygen Demand (COD): 410.1/410.4 Samples will be analyzed by Microbial Insights, Inc. (MI): Census DNA Naphthalene Dioxygenase (NAH) Census DNA Naphthalene-inducible Dioxygenase (NIDA) Samples analyzed by AEL and MI will be in accordance with their own operating procedures and SOPs. LSASD Turn-Around-Time Requested: 35 Days MI Turn-Around-Time Requested: 7-10 Days AEL Turn-Around-Time Requested: 7-10 Days Reporting Levels: ☒Non-Routine Reporting Levels ARE NOT Required, No Further Action. B4. Analytical Methods and Support Page 10 of 12 LSASDFORM-064-R2 081821 LSASD ID: 23-0153 Sampling and Analysis Plan ☐Non-Routine Reporting Levels ARE Required, List Below. Non-Routine Reporting Levels: N/A Waste Samples Anticipated: ☐Yes ☒No ☐Unknown If answer is yes, specify laboratory to receive samples: (i.e., LSASD, commercial lab vis bank card or PR, subcontracted via START/RACS/REPA 5) N/A B5. Sampling and Measurement Procedures Sampling and measurement activities will be in accordance with the LSASD operating procedures. The following field procedures will be followed during this study, check all that apply: (Last Update: 8/12/2021) Field Measurement Procedures* LSASD/SESDPROC- Revision ☒Field pH Measurement 100 R5 ☒Field Specific Conductance Measurement 101 R7 ☒Field Temperature Measurement 102 R6 ☒Field Turbidity Measurement 103 R5 ☒Groundwater Level and Well Depth Measurement 105 R4 ☒Field Measurement of Dissolved Oxygen 106 R4 ☐Field X-Ray Fluorescence (XRF) Measurement 107 R4 ☐Wastewater Flow Measurement 109 R5 ☒Global Positioning System 110 R5 ☐In-Situ Water Quality Monitoring 111 R4 ☐Field Measurement of Total Residual Chlorine 112 R6 ☒Field Measurement of Oxidation-Reduction Potential (ORP) 113 R3 Field Sampling Procedures* LSASD/SESDPROC- Revision ☐Sediment Sampling 200 R4 ☐Surface Water Sampling 201 R4 ☐Soil Sampling 300 R4 ☒Groundwater Sampling 301 R5 ☐Waste Sampling 302 R4 ☐Ambient Air Sampling 303 R5 ☐Potable Water Supply Sampling 305 R4 ☐Wastewater Sampling 306 R5 ☐Soil Gas Sampling 307 R4 *If procedures allow for different sampling and measurement methods, the utilized method(s) must be identified in the project description section. Additionally, verify procedure revision numbers before issuance of SAP. Page 11 of 12 LSASDFORM-064-R2 081821 LSASD ID: 23-0153 Sampling and Analysis Plan Section C: Reporting C1. Reporting Estimated Report Completion Date: 6/16/2023 Is a Provisional Data Release Anticipated? ☐Yes ☒No Provisional data refers to final analytical and field measurement results that may be subject to further interpretation and/or data assessment by the project leader prior to the issuance of a final field investigation report. Provisional data may be provided prior to the completion of the LSASD final report only if LSASD management approves the release of the information and the analytical data have been released as final from the LSASD Laboratory Services Branch, for LSASD generated data, and/or the LSASD Quality Assurance Section, for non-LSASD generated data. Release of provisional data will be transmitted by electronic or hard copy with official correspondence from the Section Chief in accordance with the LSASD Operating Procedure for Report Preparation and Distribution (LSASDPROC-003). Additional Comments: N/A Page 12 of 12