Loading...
HomeMy WebLinkAboutNC0005088_Update Application on File_20200521 e DUKE Rogers Energy Complex 573 Duke Power Road ENERGY® Mooresboro. NC 28114 828 657 2000 May 21, 2020 Sergei Chernikov, PhD. North Carolina Division of Water Resources C 'VED 1617 Mail Service Center Raleigh, NC 27699-1617 MAY 2 9 1010 Subject: Duke Energy Carolinas, LLC �ppEQ�pWRINpDES Rogers Energy Complex - Cliffside Steam Station Update to NPDES Application on File NPDES Permit #NC0005088 Ash Basin and Storage Area Excavation Activities Dear Dr. Chernikov: This letter is being sent to you in order to keep you informed of the activities associated with the ash excavation projects as they relate to the NPDES permit and to update Duke Energy's (Duke) NPDES permit application record in your files. As discussed on May 14, 2020 with Mr. Shannon Langley, the relatively new on-site waste water treatment system (WWTS) (NPDES Outfall 005) has performed very well, it is Duke's conclusion that the optimal approach is to send all the waste water that is generated during ash location closure and excavation activities to this WWTS for enhanced treatment. The site WWTS is a permanent physical/chemical treatment system that consists of two 1 million-gallon flow equalization tanks, reaction tanks for pH neutralization and coagulation. Flocculation is then provided by high-rate clarifiers. If further treatment is needed, the option is available to send the treated water through polishing filters. This system went into operation in April 2019. This WWTS has the capacity to process on the average 13 MGD. Its current daily average flow over the past year has been 5.5 MGD. The following provides more details of the ash removal and remediation activities. The attachment outlines where these activities are to occur. 1. Ash Basin — Duke has started to dewater the Ash Basin. On April 30, 2020, the discharge from Outfall 002 was valved shut, and on May 5, 2020 Duke began pumping this water to the new WWTS. Notification was made to DEQ on April 21, 2020 in advance of this change in accordance with the NPDES permit. Outfall 002 is going to be evaluated with respect to the need to discharge in the future. The flow from this activity to the site WWTS is estimated to be a long-term average of 1 MGD. 2. Ash Storage Area - The excavation of the Ash Storage Area is scheduled to begin in October 2020. The storm water that comes into contact with ash in this area will be Sergei Chernikov, PhD. NC Division of Water Resources May 21, 2020 collected and pumped to the Ash Basin, where it will be pumped to the site WWTS. The flow from this operation to the site WWTS will be part of the 1 MGD flow noted for the Ash Basin above. This project is planned to be completed by the end of 2021. 3. Unit 5 Inactive Ash Basin -The Unit 5 Inactive Ash Basin is scheduled to begin ash excavation in April 2021. A lined basin will be constructed to collect rain water that comes into contact with ash. The removal process of this ash will be a phased approach such that the entire IAB does not all drain into the lined basin. The water collected in the lined basin will be pumped to the site WWTS in a metered approach as allowed by the WWTS treatment capacity. It is estimated that the long-term average flow from this operation will be approximately 0.25 MGD. 4. Corrective Action Program Remediation Wells - Site remediation groundwater wells are being installed. These wells will initially start as a pilot in April 2021 and then go into full operation in June 2021. The long-term average flow to the WWTS from the well operation is anticipated to be approximately 0.24 MGD. With the start of the above activities, it is estimated that the long-term daily average flows from Outfall 005 will range over the next several years from approximately 7 to 8 MGD. Concurrent with this, the discharge from outfall 002 (ash basin) will effectively cease, unless there is another need identified for it to be utilized. There should not be any significant changes in the final discharge concentrations from Outfall 005. The receiving waters should also not see significant changes in overall flows. The net effect of the additions to Outfall 005 and the likely ceasing of flows from Outfall 002 should result in a minor overall difference. Please advise if any additional information is needed. If you have questions, please contact Robert Wylie at (704) 562-8258 or Robert.Wylie@duke-energy.com. I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Sincerely, 1)airc:7 David P. Barnhardt General Manager II, Rogers Energy Complex Fossil/Hydro Operations - Carolinas Coal Generation Attachment: Figure of Ash Excavation Locations USPS 7020 0090 0001 7517 0054 2 3 4 5 6 7 8 FIGURE 1 ---- `r R _ - ... ICy 400 0 400 600 FL it vae 0:'P f R _ K I p " - /►� y x A B • �'• 1 .60 y� ` C R ` • E `` .. Sri . — • yj • 4. f' T L,nfi CLOSURE BY EXCAVATION p ! .,wJj� wood. ROGERS ENERGY COMPLEX-CLIFF SIDE STEAM STATION F '" Wood Environment 6 Inhesmclve So/bons.Irc. SITE LOCATION MAP :.:3 Ktewa.o,., ISSUED FOR DISCUSSION SEAL DES 0�DUKE CMG CMGfi E CMG DUD, NOT FOR ENERGY aE,Y22020 CONSTRUCTION ''q''°'. RESOLUTION i ee..".enne .�„V e.lr I am �mNOW-MR " ".�.e ..a N FIGURE 1 -- APPO ,a SON °..c.m ....a,,0eoe.ou.ee,e.o. Z6 a� N�o ,wie j ", ..N s s 4 5 6 7 6 9 10