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HomeMy WebLinkAboutNC0004987_Application_20200904 (2)f f DUKE Marshall Steam Station ►e 8320 East NC Hwy 150 ENERGYe Terrell, NC 28682 828.478.7700 April 29, 2020 Ms. Julie Grzyb North Carolina Division of Water Resources 1617 Mail Service Center Raleigh, NC 27699-1617 Electronic Mailing Subject: NPDES Wastewater Permit Modification Request Duke Energy Carolinas, LLC. Marshall Steam Station NPDES Permit #: NC0004987 Catawba County Dear Ms. Grzyb, Duke Energy Carolinas, LLC (Duke) requests a modification to the NPDES permit NC0004987 for Outfall 002 in order to support the closure and remediation activities associated with the ash basin. It is projected that the 1 million gallons per day (MGD) daily maximum flow restriction at Outfall 002 during dewatering of the ash basin will need to be increased to 3 MGD. This increase in flow accounts for flows from dewatering, rainfall run-off and extracted groundwater from remediation activities. The details of upcoming closure and remediation activities that warrant the need to increase flow restriction from 1 MGD to 3 MGD for Outfall 002 are attached. In the future the Lined Retention Basin (LRB) (NPDES Outfall 005) will receive flows from a larger landfill footprint, but this is not expected to result in a significant pollutant loading to the LRB. A check in the amount of $1,030 is being mailed separately to your office due changes in processing associated with the coronavirus. If you have questions, please contact Robert Wylie at (704) 562-8258 or Robert.Wylie @ duke-energy.com. !Vrel, Rick Roper General Manager III Marshall Steam Station cc: Wes Bell (Electronic Mailing) Attachment: Ash Basin Closure and Remediation Activities Attachment Marshall Steam Station Ash Basin Closure and Remediation Activities Page 1 of 2 Ash Basin Closure and Remediation Activities Decanting of the ash basin is currently in progress. In the second half of 2020 the decanting phase of the ash basin closure project is anticipated to move into dewatering. The input from rainfall run-off and dewatering activities will account for approximately 2 million gallons per day (MGD) to Outfall 002. A pilot study for the groundwater remediation system associated with the Corrective Action Plan (CAP) Update, submitted to NCDEQ on December 31, 2019, plans to begin in the first half of 2021 with the full system being implemented shortly after. The full-scale remediation project will be extracting and discharging an estimated 1 MGD of groundwater to Outfall 002. Infiltration wells are also included in the remediation system, for which water will be pumped from Lake Norman, treated, then allowed to infiltrate into groundwater to increase remediation system effectiveness. The infiltration wells will increase aquifer productivity and flush out constituents from the unsaturated zone. Groundwater will then be pumped from the aquifer through the extraction wells and sent to a waste water treatment system (WWTS) prior to discharging from Outfall 002. Therefore, the maximum daily discharge from outfall 002 is projected to be 3 MGD during the future ash basin closure activities. An evaluation of projected concentrations determined that only two metal parameters were to be above the calculated allowable limits without treatment. These two parameters were arsenic (from ash basin pore water) and mercury (from CAP wells). Therefore, a WWTS is being implemented to remove these two parameters to concentration levels below the calculated allowable limits. The ash basin closure project will also result in the need to build a larger landfill footprint. The leachate from the larger footprint is planned to be sent to a retention basin which will then pump the leachate to the wastewater Lined Retention Basin that discharge under the NPDES permitted outfall 005. This outfall was permitted based on an estimated flow of 5 MGD. The actual flow has been historically less than 5 MGD. It is estimated that the flow from the additional leachate flow will not change the previously projected long-term average flow or loading of significance. The flow schematic has been updated as follows to reflect the upcoming changes that are requested with this permit modification request. Page 2 of 2 Marshall Steam Station Water Schematic NPDES Permit #NC0004987 ID Fan Control House Non -contact Cooling Catawba County Water Internal Outfall W3 Permit Modification Request 0.2MGD Intake Screen April 2020 Backwash Once -through Cooling Water Outfall 001 _ Lake 1093 MGD Norman Domestic Wastewater Sanitary POTW Ash Sluice Submerged Flight Conveyor Evap. 1.7 MGD Lake Norman Water Supply Groundwater Flue Gas Desulfurization (FGD) Wastewater Treatment Outfall 002 � Lake Wet Scrubber wastewater from Lake Norman Extraction Wells System 3.0 MGD Norman FGD a Wastewter Treatment System Internal Outfall 006 (Phys/Chem & Bio) 0.8 MGD Heat Exchanger Cooling Water 1.15 MGD Storm water Air Preheater Water, Precipitator & Boiler Wash Waters, Misc. Cleaning Wastewaters Fly Ash Silo Sump II Ash Basin Dewatering Misc. Equipment Cooling 0.53 MGD 0.04 MGD Raw water Stormwater Treatment `---------- Boiler and Turbine Yard Drain Sumps ----------- 1'9 Outfalls 002A and 0028 ; Yard Sump Overflows --------- Lake Sumps {2 flows to lA) � Norman Norman MGD (no flow expected) i Retention Basin Overflow Alternate 2.43 (no flow expected) Coal Pile --------- _ _ _ Route MGD Stormwater Holding Basin MGD Retention Basin ----------------------------� Outfall 005 Lake 5 MGD Norman I Landfill Leachate 0.04 MGD