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HomeMy WebLinkAboutNC0088722_Authorization to Construct_20100909NPDES DOCUHENT !;CANNIN`: COVER SHEET NPDES Permit: NC0088722 Killian Creek WWTP Document Type: Permit Issuance /'Authorization ', Wasteload Allocation to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Report Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: September 9, 2010 This document is printed on reuse paper - ignore any content on the reizerse side Lincoln County A To C lio. 088722A01 Issued D cember 10, 2008 Engineer's Certification 1, cur-tes cr-d,ze-b 11 N , .r1T.A QICV6, as a duly registered Professional Engineer`.ui� ' — the State df North Carolina, having been authorized to observe (periodically/weekly/full time) co Nip'on t mo. ifications and improvements to the Killian Creek WWTP, located at 3-5onnt i Lrtt c-- ram} yp ,Stanley for Lincoln County, hereby state that, to the best of my abilities, die care and diligence was used in the observation of the following construction: The 1.68 MGD Killian Creek Wastewater Treatment Plant consisting of: a headworks stricture including a cylindrical (mechanical) bar screen rated at 8.4 mgd peak flow, manual by -lass bar screen, vortex grit removal system rated at 8.4 mgd with grit classifier; dual segUencing batch reactors (SBR), each reactor sized at . 1 MG with 75 Hp floating mixer, decanter, and fine -bubble diffusers; three(3)825 scfm 4 �II blowers; p o ers, a 0.457 MG post equalization tank with three (3) 1,450 gpm, 7.5 Hp pumps; dual effluent disk filters, each rated at 1.68 mgd; dual bank effluent ultraviolet disinfection system, with each bank rated at 4.2 mgd peak flow; effluent flowmeter and composite sampling station; effluent cascade re- aera ion system; a 5,000 gallon caustic storage tank with feed system; a 0.481 MG aerobic dige ter (Digester No. 1) with decanter, a 25 Hp floating mixer and coarse bubble diffusers; a 0.62I MG aerobic digester (Digester No. 2) with decanter, a 40 Hp floating mixer and coarse bubble diffusers; a 0.267 MG sludge holding tank with decanter and dual 7.5 Hp floating mixers; dual 756 scfm, 100 Hp blowers and one 544 scfm, 50 Hp blower; sludge dewatering system, including dual 120 gpm, 7.5 Hp positive displacement rotary lobe pumps, a rotary sludge press rated at 600 dry pounds/hour with polymer feed system, and a sludge conveyer system with truck loading station; plant drain pump station with dual 2,000 gpm, 35 Hp pumps; a 4,390 ft2 Office and Laboratory building; a 4,210 ft2 maintenance building; 1,500 kW backup emergency generator with automatic transfer switch; plant SCADA system; and associated site work, electrical work, and yard piping, in conformity with the project plans specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources. I certify that the construction of the above referenced project was observed to be built within substantial compliance and intent of the approved plans and specifications. We understand that the limits associated with the new 1.68 MGD Killian Creek WWTP now apply. Signatur Date Send to: Zo10 Construction Grants & Loans DENR/DWQ 1633 Mail Service Center Raleigh, NC 27699-1633 gistration No. SEC Z_ . cARtp„ wAr ,,, I ��7'C .e/m t � QG Mr. Stephen A. Gilbert, P.E., P.L.S. Public Works Director Lincoln County 115 West Main Street Lincolnton, N•rth Carolina 28092 Dear Mr. Gilb-rt: Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Coleen H. Sullins, Director Division of Water Quality December 10 RE E D SUBJECT: DEC 1 5 2008 DENR - WATER QUALITY IDelitigtiSCOIRCEnBiRANCH A to C No. 088722A01 Lincoln County Killian Creek Wastewater Treatment Plant Project No. CS370825-01 A lette of request for an Authorization to Construct was received March 4, 2008, by the Division, and final plans and specifications for the subject project have been reviewed and found to be satisfactory. Authorization is hereby granted for the construction of the 1.68 MGD Wastewater Treatment Plant, with discharge of treated wastewater into the Killian Creek in the Catawba River IBasin. This authorization results in the design and permitted capacity of 1.68 MGD, and is awarded for th l following construction: The 1.6 MGD Killian Creek Wastewater Treatment Plant consisting of: a headworks structure including a cylindrical (mechanical) bar screen rated at 8.4 mgd peak flow, manual by-pass bar screen, vortex grit removal system rated at 8.4 mgd with grit classifier; dual sequencing batch reactors (SBR), each reactor sized at 1.814 MG with 75 Hp floating mixer, decanter, and fine -bubble diffusers; three (3) 825 scfm, 125 Hp blowers; a 0.457 MG post equalization tank with three (3) 1,450 gpm, 7.5 Hp pumps; dual effluent disk filters, each rated at 1.68 mgd; dual bank effluent ultraviolet disinfection system, with each bank rated at 4.2 mgd peak flow; effluent flowmeter and composite sampling station; effluent cascade re -aeration system; a 5,000 gallon caustic storage tank with feed system; a 0.481 MG aerobic digester (Digester No. 1) with decanter, a 25 Hp floating mixer and coarse bubble diffusers; a 0.626 MG aerobic digester (Digester No. 2) with decanter, a 40 Hp floating mixer and coarse bubble diffusers; a 0.267 MG sludge holding tank with decanter and dual 7.5 Hp floating mixers; dual 756 scfm, 100 Hp blowers and one 544 scfm, 50 Hp blower; sludge dewatering system, i icluding dual 120 gpm, 7.5 Hp positive displacement rotary lobe pumps, a rotary sludge press rated at 600 dry pounds/hour with polymer feed system, and a sludge conveyer system with truck loading station; plant drain pump station with dual 2,000 gpm, 35 -ip pumps; a 4,390 ft2 Office and Laboratory building; a 4,210 ft2 maintenance One No hCarolina /aturaff/f North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone (919) 733-7015 Customer Service Internet: www.ncwaterquatdv.orq 512 N. Salisbury St. Raleigh. NC 27604 FAX (919) 733-2496 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper Mr. Stephen A. Gilbert, P.E., P.L.S. December 10, 2008 Page 2 building; 1,500 kW backup emergency generator with automatic transfer switch; plant SCADA system; and associated site work, electrical work, and yard piping, in conformity with the project plans, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources. This Authorization to Construct is issued in accordance with Part III, Paragraph A of NPDES Permit No. NC0088722 issued April 22, 2008, and shall be subject to revocation unless the wastewater treatment facilities are constructed in accordance with the conditions and limitations specified in Permit No. NC0088722. The sludge generated from these treatment facilities must be disposed of in accordance with G.S. 143-215.1 and in a manner approved by the North Carolina Division of Water Quality. 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 this Division, such as the construction of additional or replacement wastewater treatment or disposal facilities. The Mooresville Regional Office, telephone number (704) 663-1699, 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, this Authorization to Construct and the approved plans and specifications. Mail the Certification to: Construction Grants & Loans, DWQ/DENR, 1633 Mail Service Center, Raleigh, NC 27699-1633. 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 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 approved plans and specifications shall be maintained on file by the Permittee for the life of the facility. Mr. Stephen A. Gilbert, P.E., P.L.S. December 10, 2008 Page 3 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 Dan Safety Act. In addition, the specifications must clearly state what the contractor's responsibiliti4s shall be in complying with these Acts. Prior entering into any contract(s) for construction, the recipient must have obtained all applicable pe mits from the State. Failure to abide by the requirements contained in this Authorization to Construct may subject the Permittee to an enforcement action by the Division of Water Quality in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. The issuance of this Authorization to Construct 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. One (1) set of approved plans and specifications is being forwarded to you. If you have any questions or need additional information, please contact Seth Robertson, P.E. at telephone number (919) 715-6206. Sincerely, /Scc--ki;-C.1 Coleen H. Sullins kp:sr cc: Charles R. Froneberger, P.E. — W.K. Dickson Co. Inc., Charlotte Lincoln County Health Department DWQ ooresville Regional Office, Surface Water Protection DWQ, Technical Assistance and Certification Unit DWQ, Point Source Branch, NPDES Program Daniel Blaisdell, P.E. Seth Robertson, P.E. Ken Po1ilig, P.E. SRF File