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HomeMy WebLinkAboutNC0025321_ATC - WWTP_20210922 September 22, 2021 Rob Hites Town Manager Town of Waynesville 16 South Main Street Waynesville, North Carolina 28786 SUBJECT: Authorization to Construct CORRECTED A to C No. 025321A02 Town of Waynesville Waynesville WWTP NPDES Permit No. NC0025321 Dear Mr. Hites: A letter of request to amend the previously issued Authorization to Construct permit 025321A02 was received September 22, 2021 by the Division of Water Resources (Division). This CORRECTED permit reflects accurate volume of proposed sodium hypochlorite storage tanks and sodium bisulfite storage tanks and removes the description of two scum transfer pumps for the septage receiving station. Authorization is hereby granted for the construction of modifications to the existing 6 MGD Waynesville WWTP, with discharge of treated wastewater into the Pigeon River in the French Broad River Basin. This CORRECTED permit and its Engineer’s Certificate form replace the original permit and Engineer’s Certificate form issued September 14, 2021. Please discard the original permit and Engineer’s Certificate form. This authorization results in no increase in design or permitted capacity and is awarded for the construction of the following specific modifications: Construction of a new headworks consisting of one (1) influent Parshall Flume, two (2) perforated plate mechanical bar screens each rated for 15 MGD at peak hourly flow and one (1) vortex grit removal unit rated for 15 MGD at peak hourly flow; Construction of three (3) primary disc filter units each rated for 7.5 MGD at peak hourly flow; Construction of an influent pump station consisting of four (4) submersible influent pumps each rated for 3,472 GPM @ 37 TDH; Rehabilitation of four (4) existing aeration basins including replacement of existing diffusers with new fine bubble disc diffuser grids and construction of four (4) 2,330 SCFM rotary screw blowers; Demolition and existing primary clarifiers and replacement with two (2) 881,216.5-gallon secondary clarifiers; Construction of secondary clarifier scum transfer pump station consisting of two (2) submersible grinder pumps each rated for 30 GPM @ 24 TDH; Conversion of existing intermediate pump station to RAS/WAS pump station, including construction of two (2) self-priming, solid- handling WAS pumps each rated for 520 GPM @ 47 TDH; Construction of a primary sludge pump station with two (2) submersible primary sludge pumps each rated for 225 GPM @ 41 TDH; Conversion of existing gas chlorination and dechlorination disinfection system to liquid chlorination Rob Hites, Town Manager September 22, 2021 Page 2 of 3 and dechlorination disinfection including construction of two (2) 4,000-gallon sodium hypochlorite storage tanks and two (2) 500-gallon sodium bisulfite storage tanks; Construction of a new effluent reuse pump station including two (2) submersible effluent reuse pumps each rated for 750 GPM @ 144 TDH; Replacement of existing belt filter press with one (1) 2-meter belt filter press rated for 2,000 dry pounds per hour; Construction of two (2) 600 kW backup generators, and all necessary piping and controls; in conformity with the project plans, specifications, and other supporting documentation comprising the ATC Permit Application package submitted to the Department of Environmental Quality. This CORRECTED ATC is issued in accordance with Part III, Paragraph A of NPDES Permit No. NC0025321 issued effective March 1, 2017, and shall be subject to revocation unless the wastewater treatment facilities are constructed in accordance with the conditions and limitations specified in Permit No. NC0025321. It is the Owner’s responsibility to ensure that the as -constructed project meets the requirements of all applicable regulations and statutes, the ATC Permit Application package, and all of the requirements contained herein. Failure to comply may result in penalties in accordance with North Carolina General Statute §143-215.6A through §143-215.6C. The sludge generated from these treatment fac ilities must be disposed of in accordance with G.S. 143-215.1 and in a manner approved by the Division. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by the Division, such as the construction of additional or replacement wastewater treatment or disposal facilities. The Asheville Regional Office, telephone number (828) 296-4500, shall be notified at least forty-eight (48) hours in advance of operation of the installed facilities so that an on -site inspection can be made. Such notification to the regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays. Upon completion of construction and prior to operation of this permitted facility, a certification must be received from a Professional Engineer certifying that the permitted facility has been installed in accordance with the NPDES Permit and the ATC Permit Application package. Mail the Certification to: Division of Water Resources, WQ Permitting – NPDES, 1617 Mail Service Center, Raleigh, NC 27699-1617. Upon classification of the facility by the Certification Commission, the Permittee shall employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of the wastewater treatment facilities. The operator must hold a certificate of the type and grade at least equivalent to or greater than the classification assigned to the wastewater treatment facilities by the Certification Commission. The Permittee must also employ a certified back-up operator of the appropriate type and grade to comply with the conditions of T15A:8G.0202. The ORC of the facility must visit each Rob Hites, Town Manager September 22, 2021 Page 3 of 3 Class I facility at least weekly and each Class II, III and IV facility at least daily, excluding weekends and holidays, must properly manage the facility, must document daily operation and maintenance of the facility, and must comply with all other conditions of T15A:8G.0202. A copy of the project plans and specifications shall be maintained on file by the Permittee for the life of the facility. During the construction of the proposed additions/modifications, the Permittee shall continue to properly maintain and operate the existing wastewater treatment facilities at all times, and in such a manner, as necessary to comply with the effluent limits specified in the NPDES Permit. You are reminded that it is mandatory for the project to be constructed in accordance with the North Carolina Sedimentation Pollution Control Act, and when applicable, the North Carolina Dam Safety Act. In addition, the specifications must clearly state what the contractor’s responsibilities shall be in complying with these Acts. Prior to entering into any contract(s) for construction, the recipient must have obtained all applicable permits from the State. The issuance of this ATC does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have jurisdiction. If you have any questions or need additional information, please contact Min Xiao at telephone number (919) 707-3644 or by email at min.xiao@ncdenr.gov. Sincerely, for S. Daniel Smith Director, Division of Water Resources by Min Xiao, PE NPDES Industrial Permitting Unit With Engineer’s Certificate attached: cc: NPDES Files ecopy: Keith Webb, PE McGill Associates, P.A. Email: keith.webb@mcgillassociates.com DWR Asheville Regional Office, Water Quality Programs Without Engineer’s Certificate attached: cc: Haywood County Health ecopy: DWI/Trupti Desai, PE Town of Waynesville Waynesville WWTP CORRECTED Authorization to Construct No. 025321A02 Issued September 22, 2021 NPDES Permit No. NC0025321 Engineer's Certification I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the modifications and improvements to the Waynesville Wastewater Treatment Plant, located in Haywood County, hereby state that, to the best of my abilities, due care and diligence was used in the observation of the following construction: Construction of a new headworks consisting of one (1) influent Parshall Flume, two (2) perforated plate mechanical bar screens each rated for 15 MGD at peak hourly flow and one (1) vortex grit removal unit rated for 15 MGD at peak hourly flow; Construction of three (3) primary disc filter units each rated for 7.5 MGD at peak hourly flow; Construction of an influent pump station consisting of four (4) submersible influent pumps each rated for 3,472 GPM @ 37 TDH; Rehabilitation of four (4) existing aeration basins including replacement of existing diffusers with new fine bubble disc diffuser grids and construction of four (4) 2,330 SCFM rotary screw blowers; Demolition and existing primary clarifiers and replacement with two (2) 881,216.5-gallon secondary clarifiers; Construction of secondary clarifier scum transfer pump station consisting of two (2) submersible grinder pumps each rated for 30 GPM @ 24 TDH; Conversion of existing intermediate pump station to RAS/WAS pump station, including construction of two (2) self-priming, solid-handling WAS pumps each rated for 520 GPM @ 47 TDH; Construction of a primary sludge pump station with two (2) submersible primary sludge pumps each rated for 225 GPM @ 41 TDH; Conversion of existing gas chlorination and dechlorination disinfection system to liquid chlorination and dechlorination disinfection including construction of two (2) 4,000-gallon sodium hypochlorite storage tanks and two (2) 500-gallon sodium bisulfite storage tanks; Construction of a new effluent reuse pump station including two (2) submersible effluent reuse pumps each rated for 750 GPM @ 144 TDH; Replacement of existing belt filter press with one (1) 2-meter belt filter press rated for 2,000 dry pounds per hour; Construction of two (2) 600 kW backup generators, and all necessary piping and controls; in conformity with the project plans, specifications, and other supporting documentation comprising the ATC Permit Application package submitted to the Department of Environmental Quality. I certify that the construction of the above referenced project was observed to be built within substantial compliance, intent and in conformity with all applicable regulations and statutes and the project plans, specifications, and other supporting documentation comprising the Authorization to Construct Permit Application package. Signature Registration No.____________________ Date__________________ Mail this Certification to: Attn: Min Xiao, PE NPDES Industrial Permitting Unit DEQ/DWR/Water Quality Programs 1617 Mail Service Center Raleigh, NC 27699-1617