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HomeMy WebLinkAboutNC0024911_Authorization to Construct_20160531 �Jt�N SEWFq.�Fo/s Metropolitan Sewerage District p OF BUNCOMBE COUNTY, NORTH CAROLINA °Warr.xa�$tl Mr.Ron Berry,Engineer May 31, 2016 Division of Water Resources/Complex Permitting North Carolina Department of Environmental Quality 512 N.Salisbury Street 1617 Mail Service Center RECEIVEMCDEQIDW Raleigh,NC 27699-1617 JUN 0 2 2016 Water Quality Re: Authorization to Construct Application Permitting Section Metropolitan Sewerage District of Buncombe County NCO024911 Mr.Berry, This letter is in response to your May 27,2016 email to Ms.Bailey regarding the above-referenced application. The Metropolitan Sewerage District of Buncombe County(MSD)takes this matter very seriously,and believes that you have inappropriately applied peaking factors,by applying a dry weather peaking factor to the wettest year on record(over 100 years).Under those conditions, system dynamics are very different,as the maximum hour is 2.0 times the maximum month not 3.0. In dry weather the peaking factor is higher because the vast collection system is relatively empty and allows more rainwater in at a greater rate than when it is already half full or more as it was in July of 2013-the wettest month ever on record. To take the flow of one condition and the peaking factor of another condition is not appropriate engineering judgment,and will have a drastic impact on MSD's abilities to treat wastewater effectively. This is over and above the fact that the collection system, cannot hydraulically convey anywhere near that amount of water.Requiring this new screening and grit facility to handle a firm flow of 120 MGD would drastically increase the size and cost of the project for entirely inflated and imaginary future flows. While the current design does meet your additional requirement of providing firm capacity with one grit treatment unit out of service at 80 MGD,firm capacity for grit treatment is not required by the NCDEQ,and would not be good engineering judgment for this facility at a higher design flow basis. Some of the reasons why this should not be required and is not recommended are discussed in the Basis of Design Report submitted with the Authorization to Construct documentation.Again,this would drastically increase the size and cost of the project for entirely inflated and imaginary future flows,while at the same time reducing the performance and effectiveness of treatment at the actual plant flows. MSD respectfully requests a meeting with you and your supervisor,our Engineer of Record and representatives of HDR Engineering as soon as possible,as this project is critical. Please respond with some dates and times that you may be available to speak on these matters. -Protecting Our Natural Resources- 2028 Riverside Drive,Asheville,North Carolina 28804 Telephone:(828)254-9646 Website:w .msdbc.org Sincerely, G. Thomas E.Hartye,P.E.,GeIIMnager Cc: Tom Belnick,NCDENR Jeff Poupart,NCDENR Jay Zimmerman,NCDENR Landon Davidson,NCDENR Supervisor Regional Operations Forrest Westall,McGill Associates Erika Bailey,HDR Engineering Brian Thorsvold,HDR Engineering i