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HomeMy WebLinkAboutNC0024911_NOV-2019-PC-0083 Response_20190301SEWfgq0�10 QOQo�'�pN Metropolitan Sewerage District z , � : OF BUNCOMBE COUNTY, NORTH CAROLINA 27 cO�e" N I'll"0UNTY, NOPZ March 1, 2019 G. Landon Davidson, P.G. Regional Supervisor —Asheville Regional Office Water Quality Regional Operations Section NCDEQ— Division of Water Resources 2090 U.S. Hwy. 70 Swannanoa, N.C. 28711 Dear Mr. Davidson: We received your correspondence regarding the December 21, 2018, bypass on Thursday, February 21, 2019. Regarding Permit condition Part II.C.4.c.1; this bypass occurred during a heavy rain event when the 180 square mile service area was previously saturated from prior rainfall events. The French Broad River was flowing approximately 12,000 cu. ft. /sec (90,000 gallons per second) at the time of the bypass and occurred at the Grit/Grease (Schreiber system) removal process. The reported bypassed amount represented a small percentage of the total wastewater being pumped at the time and an extremely small percentage of our receiving stream (less than 0.000004% of the French Broad River flowrate). The wastewater, in this case, had been screened through % inch bar screen equipment prior to entering the Schreiber system and no immediate or on -going harmful effect was noticed. The slide gate for one of the grit removal channels was damaged in attempting to fully open it (a downward push instead of an upward pull is employed to operate this gate). Photos taken show how the threaded stem bent under the pressure with a net result of being only partially opened. The restricted flow created by this partially opened slide gate forced a rise in water level resulting in some water exiting relief ports that had never been breached. At that time, final phase for new headworks construction to replace this system was underway (the Schreiber system was permanently taken offline on February 5th). The same location occurrence can never reoccur due to the complete replacement of the grit removal/headworks system. The new $10 million system consisting of three (3) separate six -millimeter fine screens, two (2) vortex grit removal systems and a two (2) 2.1-million gallon surge tanks is part of an extensive effort and investment by MSD to rehab and improve treatment. The new headworks is on-line at the time of this letter and the old system is in process of being demolished. Permit Condition Part ILE. 6. a: 24-hour reporting. We failed to make the 24-hour oral report as required by this regulation. This was an oversight simply due to the Christmas Holiday season. This should not have happened and would not have happened should it not have been the holidays. Everyone experiences staff on leave during the holidays and when something out of the ordinary occurs the issue is dealt with and the details are sometimes missed. This detail was missed however, no environmental damage occurred due to the failure to make this phone call. Sini'�PjeIy, Peter C. Weed Director of Treatment, MSD Cc: Thomas E. Hartye, P. E. Division of Wator Resoul MAR - 1 2019 - k, Water Quatfir Rppional operations Ochrw;!*n RP.rTlor+% I Offre Protecting Our Natural Resources - 2028 RIVERSIDE DRIVE, ASHEVILLE, NORTH CAROLINA28804 TELEPHONE: (828)254-9646 FAX: (828)254-3299 WEBSITE: www.msdbc.org