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HomeMy WebLinkAbout7407_Pitt_CandDLandfillInc_20191030_MNARequest_FID1360816wood. October 30, 2019 Ms. Jaclynne Drummond Hydrogeologist, Solid Waste Section Division of Waste Management North Carolina Department of Environmental Quality 2090 U.S. 70 Highway Swannanoa Asheville, NC 27887-8211 RE: MNA SAMPLING FREQUENCY MODIFICATION REQUEST C&D LANDFILL PITT COUNTY, NORTH CAROLINA PERMITS 7407-CDLF-2001-2009 Dear Ms. Drummond: On behalf of C&D Landfill, Inc., Wood Environment & Infrastructure Solutions Inc. (Wood) is requesting modifications to the Monitored Natural Attenuation (MNA) sampling schedule at the C&D Landfill located at 802 Recycling Lane, Greenville, North Carolina (Site). The Site is an active construction and demolition debris landfill permitted by the North Carolina Department of Environmental Quality (NCDEQ), Division of Waste Management (DWM), Solid Waste Section (SWS) under Permits 7407-CDLF-2001 and 7407-CDLF- 2009. As we discussed during our phone call on October 9, 2019, baseline monitoring of MNA parameters is complete and reducing the monitoring frequency of some MNA parameters is appropriate. The site background and proposed changes to the monitoring schedule presented are below. Site Background The Site currently consists of two phases (Figure 1). Both phases are in the assessment stage of the Assessment and Corrective Action Program for C&DLF Facilities and Units, and C&D Landfill, Inc. is in the process of preparing a corrective action permit modification application for the Site. Water quality monitoring at the Site is conducted semi-annually in May and November. C&D Landfill, Inc began collecting groundwater samples for the full list of MNA parameters in December 2017 and the fourth and final baseline MNA samples were collected in Spring 2019. The groundwater monitoring network consists of 12 wells within Phase 1 and 10 wells within Phase 2. Within Phase 1 there is one upgradient, background well (MW-1S), eight downgradient compliance wells (MW-2S, MW-3S, MW-4, MW-5, MW-6, MW-7, MW-3A, and MW-8), and three deeper wells (MW-1D, MW-2D, and MW-3D). Within Phase 2 there are three upgradient wells (MW-9A [background], MW-16, and MW-17), six down gradient compliance (MW-10, MW-11, MW-12S, MW-13, MW-14S, and MW-15), and one deeper well (MW-14D). Proposed Monitoring Changes MNA is expected to be utilized as a groundwater remedy at the Site and continuing to monitor certain MNA parameters semi-annually will aid in understanding the potential for degradation of contaminants and assessing whether degradation is occurring. Other parameters are less relevant to Site conditions and C&D Landfill, Inc MNA Sampling Frequency Modification wood. can be monitored on a three-year basis. The following MNA parameter monitoring frequencies are proposed for each well in Phases 1 and 2. The field parameters collected to monitor groundwater stabilization during low -flow sampling will continue to be collected during each semi-annual monitoring event. These parameters include: • Temperature, • Turbidity, • Dissolved oxygen (DO), • Conductivity, and • Oxidation/Reduction Potential (ORP). Of these field parameters, DO and ORP are particularly useful for monitoring the aerobic state and the oxidizing/reducing conditions within an aquifer. In addition to the field parameters, semi-annual groundwater samples will continue to undergo laboratory analyses the following MNA parameters: • Sulfate, • Sulfide (an Appendix II constituent), • Nitrate, and • Alkalinity. Sulfate and Sulfide concentrations will be used together to assess the oxidative/reductive condition of the aquifer, and nitrate and alkalinity will be used to assess biological activity. The remaining MNA parameters specified for monitoring by the SWS will be monitored every three years for comparison to the baseline concentrations, or as needed based on potential future remedies. The parameters selected for reduced three-year monitoring include: • Carbon Dioxide • Total Organic Carbon • Biological Oxygen Demand • Ethane • Chemical Oxygen Demand • Total Dissolved Residue • Ethane • Hardness • Volatile Fatty Acids • Methane • Hydrogen • Ferrous Iron • Chloride Note that methane will continue to be monitored in landfill gas samples. New landfill gas monitoring points are scheduled for installation before the end of 2019. C&D Land fill, Inc MNA Sampling Frequency Modification Closing wood. If you have any questions concerning this the proposed changes to the MNA monitoring schedule, please contact Sheri Knox at (919) 381-9913 or Damian Hriciga at (919) 381-9352. Respectfully, Wood Environment & Infrastructure Solutions, Inc. Damian Hriciga, PG Sheri L. Knox, PE Senior Geologist Associate Remediation Engineer Attached: Figure 1 Monitoring Well and Surface Water Sampling Location Map cc: Wayne Bell, C&D Landfill, Inc. _ A�6e III, MW-14S MW-14D' MW-13x ' Phase 2 1 MW-12S _ *-+ MW-11 •� MW-8 I kh hiyba 1 MW-1 D MW-1 S•,; �P � Legend •�. .. SW-2 ; #'. ` I-- ® Surface Water Sampling Location • Shallow Monitoring Well Deep Monitoring Well y 0 200 400 Approximate Stream Location , r ' ` Feet Site Boundary Source. Esri, DigitalGlJ - oEye, Earthstar Geographics, CNES/Airbus D AeroGRID, IGN, and th �i= ser Community SITE: Figure TITLE: FI C&D Landfill 9 802 RECYCLING LANE GREENVILLE, NC 27834 MONITORING WELL AND SURFACE WATER SAMPLING LOCATION MAP CLIENT: w wood* C&D LANDFILL INC. SCALE: 1 " = 200 ' DATE: 05/01 /2019 PROJECT: 6480199035 Wood Environment & Infrastructure Solutions, Inc. 4021 Stirrup Creek Drive, Suite 100 DRAWN BY: D. Hriciga CHECKED BY: S. Knox Durham, NC 27703 (919) 381-9900 LOCATION: 56548 142Prt RTig\NC\NC DENR DSCA\DSCA Projects\DC640004 - CleanCleanDrycleaners\ 565480142_PAR\Figures