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Home My WebLink AboutNC0064734_technical Correction_20050202Michael F. Easley, Governor State of North Carolina William G. Ross, Jr., Secretary Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality February 2, 2005 Mr. James T. Highley Bradfield Farms Water Company P.O. Box 240908 Charlotte, North Carolina 28224 Subject: NPDES Permit Correction Permit No. NCO064734 Bradfield Farms WWTP Cabarrus County Dear Mr. Highley: Division personnel have reviewed the issued NPDES permit for the above referenced facility and have corrected the permit accordingly for typographical errors. Specifically, the following corrections have been made to the attached permit pages: • Reference to footnote 2 has been eliminated from the parameter of Total Suspended Solids in A. (1) Effluent Limitations and Monitoring Requirements. • The weekly average fecal coliform limit has been corrected to a daily maximum limit in A. (1) and A. (2) Effluent Limitations and Monitoring Requirements. The Division apologizes for this oversight. Per Federal regulations, only municipal facilities receive weekly average limits. • Reference to footnote 2 has been eliminated from the parameters of BOD, 5-day and Total Suspended Solids in A. (2) Effluent Limitations and Monitoring Requirements • Reference to footnote 3 has been corrected to footnote 2 for the parameter of pH in A. (2) Effluent Limitations and Monitoring Requirements. • Reference to footnote 4 has been corrected to footnote 3 for the parameter of dissolved oxygen in A (2) Effluent Limitations and Monitoring Requirements. • Reference to footnote 5 has been corrected to footnote 4 for the parameter of total residual chlorine in A (2) Effluent Limitations and Monitoring Requirements. Compliance with all terms and conditions of the attached permit is the responsibility of the Permittee. Please note that T15A 08G .0204 of the North Carolina Administrative Code has been interpreted to mean that the Operator in Responsible Charge is responsible for operation of water pollution control systems. Please find enclosed the revised pages, which should be inserted into your permit. The old pages may then be discarded. All other terms and conditions contained in the original permit remain unchanged and in full effect. This permit modification is issued under the requirements of North Carolina General Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency. 1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617 - TELEPHONE 919-733-5083/FAX 919-733-0719 VISIT US ON THE WEB AT http://h2o.enr.state.nc.us/NPDES Mr. Highley Bradfield Farms Water Company - NC0064734 Page 2 If any parts, measurement frequencies or sampling requirements contained in this permit modification are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this permit shall be final and binding. Please take notice that this permit is not transferable. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act, or any other Federal or Local governmental permits which may be required. If you have any questions or need additional information, please do not hesitate to contact Jackie Nowell of my staff at (919) 733-5083, extension 512. Sincerely, op,Al' an W. HIimek. P.E. cc: Central Files NPDES Unit Files, Mooresville Regional Office/Water Quality Section Permit No. NCO064734 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Bradfield Farms Water Company is hereby authorized to discharge wastewater from a facility located at Bradfield Farms WWTP Off of NCSR 2951 Southeast of Pine Ridge Cabarrus County to receiving waters designated as McKee Creek in the Yadkin Pee -Dee River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, H, III and IV hereof. This permit shall become effective February 2, 2005 This permit and authorization to discharge shall expire at midnight on November 30, 2008. Signed this day February 2, 2005 Aran W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit No. NCO064734 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked, and as of this issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. Bradfield Farms Water Company is hereby authorized to: 1. Continue operation of an existing 0.46 MGD wastewater treatment facility consisting of • an influent lift station • bar screen and flow splitter box • dual surge tanks • aeration basins • secondary clarifiers • sludge holding tanks • chlorine contact tanks with gas chlorination • traveling bridge tertiary filters • post aeration tanks The facility is located at Bradfield Farms Subdivision off of NCSR 2951, southeast of Pine Ridge, Cabarrus County; 2. After receiving an Authorization to Construct from the Division of Water Quality, construct and operate additional wastewater treatment facilities making the build -out treatment capacity 0.7 MGD; and 3. Discharge from said treatment works at the location specified on the attached map into McKee Creek, a class C water in the Yadkin Pee -Dee River Basin. Permit No. NCO064734 A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on the effective date of the permit and lasting until expiration or expansion above 0.460 MGD, the permittee is authorized to discharge treated wastewater from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: PA►P;Ai TFR T LI AA �QNS NIQNiTQRXNG REQUIREMEl TS tvinlhl+� ` teekiy: : 3Da ty ai h�easurelmn bra uenc Y �. _ S�thple e : Y P0. Sat rRl� 4dca#ion 1 Flow 0.46 MGD Continuous Recording Influent or Effluent BOD, 5-day, 20°C (April 1 - October 31) 9.0 mg/L 13.5 mg/L Weekly Composite Effluent BOD, 5-day, 20°C (November 1 - March 31) 18.0 mg/L 27.0 mg/L .Weekly Composite Effluent Total Suspended Solids 30.0 mg/L 45.0 mg/L Weekly Composite Effluent NH3 as N (April 1 - October 31) 2.0 mg/L 10.0 mg/L Weekly Composite Effluent NH3 as N (November 1 - March 31) 4.0 mg/L 20.0 mg/L Weekly Composite Effluent Temperature Daily Grab Effluent Temperature Weekly Grab U. D pH2 Weekly Grab Effluent Dissolved Oxygen3 Weekly Grab Effluent Dissolved Oxygen Weekly Grab U, D Total Residual Chlorine4 21pg/L 2/Week Grab Effluent Fecal Coliform (geometric mean) 200/ 100 ml 400/ 100 mi Weekly Grab Effluent Fecal Coliform (geometric mean) Weekly Grab U, D Total Nitrogen (NO2+ NOs+ TKN) (,quarterly Composite Effluent Total Phosphorus (,quarterly Composite Effluent Notes: 1. U: Upstream at least 100 feet above the outfall. D: Downstream at NCSR 1169. Instream samples shall be collected 3/week during the months of June through September and once per week during the remaining months of the year. 2. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. 3. The daily average effluent dissolved oxygen concentration shall not be less than 5.0 mg/L. 4. Chlorine limit applicable only if chlorination used for disinfection. Chlorine limit becomes effective November 1, 2005. There shall be no discharge of floating solids or visible foam in other than trace amounts. Permit No. NCO064734 A. (2) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Beginning upon expansion above 0.460 MGD and lasting until expiration, the Permittee is authorized to discharge treated wastewater from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: FA►1�Ai1ETER`1`LULI'T LT�lU11TS Ml'NI'IORII�IG,E�QUIRE11�1'+i'S i1orth[y i% AveriMp.Maxirrium, Daily �Ilwuremenl Fr St T Sample. Lo:a to 1 Flow 0.700 MGD Continuous Recording Influent or Effluent BOD, 5-day, 200C (April 1 - October 31) 9.0 mg/L 13.5 mg/L 3/Week Composite Effluent BOD, 5-day, 200C (November 1 - March 31) 18.0 mg/L 27.0 mg/L 3/Week Composite Effluent Total Suspended Solids 30.0 mg/L 45.0 mg/L 3/Week Composite Effluent NH3 as N (April 1 - October 31) 2.0 mg/L 10.0 mg/L 3/Week Composite Effluent NH3 as N (November 1 - March 31) 4.0 mg/L 20.0 mg/L 3/Week Composite Effluent Temperature Daily Grab Effluent Temperature 3/Week Grab U, D pH2 3/Week Grab Effluent Dissolved Oxygen3 3/Week Grab Effluent Dissolved Oxygen 3/Week Grab U, D Total Residual Chlorine4 20 pg/L 3/Week Grab Effluent Fecal Coliform (geometric mean) 200/100 ml 400/100 ml 3/Week Grab Effluent Fecal Coliform (geometric mean) 3/Week Grab U, D Total Nitrogen (NO2+ NO3+ TKN) quarterly Composite Effluent Total Phosphorus quarterly Composite Effluent Notes: 1. U: Upstream at least 100 feet above the outfall. D: Downstream at NCSR 1169. Instream samples shall be collected 3/week during the months of June through September and once per week during the remaining months of the year. 2. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. 3. The daily average effluent dissolved oxygen concentration shall not be less than 5.0 mg/L. 4. Chlorine limit applicable only if chlorination used for disinfection. Chlorine limit becomes effective November 1, 2005. There shall be no discharge of floating solids or visible foam in other than trace amounts. Deco" 0-40 1jet.-e t dam. ices c�v, �✓ et� -1 APR 2 6 2004 Permit No. NCO064734 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT_ DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Bradfield Farms Water Company is hereby authorized to discharge wastewater from a facility located at Bradfield Farms WWTP Off of NCSR 2951 Southeast of Pine Ridge Cabarrus County to receiving waters designated as McKee Creek in the Yadkin Pee -Dee River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof. This permit shall become effective May 1, 2004 This permit and authorization to discharge shall expire at midnight on November 30, 2008. Signed this day March 31, 2004 Alan W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit No. NCO064734 A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on the effective date of the permit and lasting until expiration or expansion above 0.460 MGD, the permittee is authorized to discharge treated wastewater from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: PARAMETER EFFLUENT LIMITATIONS MONITORING REQUIREMENTS Monthly Average Weekly Average Daily Maximum Measurement Frequency Sample Type Sample Location 1 Flow 0.46 MGD Continuous Recording Influent or Effluent BOD, 5-day, 20°C A ril 1 - October 31 9.0 mg/L 13.5 mg/L Weekly Composite Effluent BOD, 5-day, 200C November 1 - March 31 D �ovnZ u, � 27.0 mg/L 45.0 mg/L Weekly Weekly Composite Composite Effluent Effluent. Total Suspended Sohds2 NH3 as N (April 1- October 31 10.0 mg/L Weekly Composite Effluent NH3 as N November 1 - March 31 4.0 mg/L 20.0 mg/L Weekly Composite Effluent Temperature Daily Grab Effluent Temperature Weekly Grab U, D pH2 Weekly Grab Effluent Dissolved Oxygen, Weekly Grab Effluent Dissolved Oxygen Weekly Grab U, D Total Residual Chlorine4 21pg/L 2/Week Grab Effluent Fecal Coliform (geometric mean 200/ 100 ml 400/ 100 ml Weekl Alit 7 , y y Grab Effluent Fecal Coliform (geometric mean Grab U, D Total Nitrogen NO2+ NO3+ TKN Composite Effluent Total Phosphorus Compoaite Effluent Notes: 1. U: Upstream at least 100 feet above the outfall. D: Downstream at NCSR 1169. Instream samples shall be collected 3/week during the months of June through September and once per week during the remaining months of the year. 2. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. 3. The daily average effluent dissolved oxygen concentration shall not be less than 5.0 mg/L. 4. Chlorine limit applicable only if chlorination used for disinfection. Permit No. NCO064734 A. (2) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Beginning upon expansion above 0.460 MGD and lasting until expiration, the Permittee is authorized to discharge treated wastewater from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: PARAMETER EFFLUENT LI IITATIONS MONITORING REQUIREMENTS Monthly Weekly Daily Measurement Sample Sample Average Average Maximum Frequency Type Location t Flow 0.700 MGD Continuous Recording Influent or Effluent BOD, 5-day, 200C 2 9.0 mg/L 13.5 mg/L 3/Week Composite Effluent (April 1 - October 31) BOD, 5-day, 20°C 2 18.0 mg/L 27.0 mg/L „{. � ite Effluent (November 1- March 31)d M Total Suspended Solids2 30.0 mg/L 45.0 mg/L }} m. ite 4* _ fte Effluent Effluent NH3 as N 2.0 mg/L 10.0 mg/L (April 1 - October 31) eex Composite Effluent NH3 as N 4.0 mg/L 20.0 mg/L (November 1- March 31) Temperature 3 Daily Grab Effluent 3/Week Grab U, D Temper L pH3 " # Week Grab Effluent Dissolved Oxygew �� Week Grab Effluent Dissolved Oxygen 3/Week Grab U, D Total Residual Chlorines 20 Ng/L b Effluent Fecal Coliform 200/100 ml 400/100 ml b Effluent (geometric mean) Fecal Coliform 3/Week Grab U, D (geometric mean) Total Nitrogen Quarterly Composite Effluent (NO2+ NO3+ TKN) Total Phosphorus Quarterly Composite Effluent Notes: 1. U: Upstream at least 100 feet above the outfall. D: Downstream at NCSR 1169. Instream samples shall be collected 3/week during the months of June through September and once per week during the remaining months of the year. 2. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. 3. The daily average effluent dissolved oxygen concentration shall not be less than 5.0 mg/L. 4. Chlorine limit applicable only if chlorination used for disinfection. There shall be no discharge of floating solids or visible foam in other than trace amounts.