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HomeMy WebLinkAboutAccelerated Remediation DEQ Draft_20151204Asheville Steam Electric Plant - Accelerated Remediation — For Offsite Groundwater Impacts December 4, 2015 - Draft Background Groundwater sampling performed for the Asheville Steam Electric Plant CSA found exceedances of 2L Standards or IMACs for boron, chloride, cobalt, iron, manganese, sulfate, total dissolved solids (TDS), and vanadium in monitoring wells located west of the 1964 ash basin and west of Interstate 26. The concentrations in this area are influenced by the flue gas desulfurization (FGD) wastewater treatment wetlands as evident by chemical analysis and hydraulic conditions in the area. Groundwater flow in this area is from the 1964 basin to the west, towards the French Broad River. The monitoring wells of note are located on Duke Energy property; however there is a 12 acre parcel of property within the 1-26 corridor not owned by Duke Energy. Groundwater beneath this parcel is likely similar to the groundwater up and downgradient. Seep and surface water data in the same area indicate exceedances of 2L Standards or IMACs for boron, chloride, cobalt, iron, manganese, mercury, selenium, sulfate, TDS, and vanadium. The receptor survey (included in the CSA) indicates there are no public or private water supply wells located in the area with groundwater impacts mentioned above. The French Broad River is located approximately 150 feet west of this area. Proposed Accelerated Remediation Actions To address the requirement for accelerated remediation in the recent NCDEQ and Duke Energy agreement, the following steps are recommended. • Discontinue use and remove the FGD wastewater treatment wetlands. Removal of the wetlands is currently underway. All flow to the wetlands has been diverted to the municipal sewer with complete removal of the wetlands anticipated early in 2016. Initiate preliminary siting and design for a hydraulic capture system to be installed to the east of I- 26, between the interstate and the former FGD wetlands. The system would consist of groundwater extraction wells installed to mitigate groundwater impacts near the source area and minimize migration toward the 12 acre parcel. Low permeability zones within the bedrock flow system may reduce the efficacy of this remedial option. Additional groundwater modeling is recommended to predict the potential benefit of groundwater extraction. Extracted groundwater could be pumped through the existing NPDES system. Predictive numerical groundwater modeling has demonstrated that source area removal will reduce contaminant transport to the 12 acre parcel. The Mountain Energy Act of 2015 requires closure of the coal combustion residual surface impoundments no later than August 1, 2022. A November 13, 2015 update to the Coal Ash Excavation Plan indicates excavation of the 1964 basin is currently planned to begin in 2020 (https://www.duke-energy.com/pdfs/asheville- excavation-plan.pdf). Additional monitoring wells may be required to monitor performance of the hydraulic capture system. Permits required for this remediation system would include: NCDEQ recovery well permits, erosion & sediment control permit, and modification of the NPDES permit. The conceptual hydraulic control system for the area is shown on the figure attached.