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HomeMy WebLinkAboutNC0025879_Permit (Issuance)_19971110NPDES DOCW TENT SCANNIN` COVER SHEET NC0025879 Robbinsville WWTP NPDES Permit: Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Report Speculative Limits Instream Assessment (67b) Environmental Assessment (EA) Permit History Document Date: November 10, 1997 Thin document is printed on reuse paper - igruore any content on the reYerse side State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director Mayor Bobby Cagle, Jr. Town of Robbinsville P.O. Box 126 Robbinsville, North Carolina 28771 AVA ID E I --I N 1=1 November 10, 1997 Subject: NPDES Permit Issuance Permit No. NC0025879 Town of Robbinsville WWTP Graham County Mayor Cagle: In accordance with your application for discharge permit received on August 11, 1997, 1997 by the Division, we are forwarding herewith the subject permit to discharge under the subject state - NPDES permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215 .1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated December 6, 1983 and as subsequently amended. The following changes have been made to the above referenced permit. The monitoring frequencies have been updated according to NCAC 2B.0500 regulations: • BOD, pH, Total Suspended Residue, Total Residual Chlorine and Fecal Coliform monitoring has been changed from daily to three times per week. If any parts, measurement frequencies or sampling requirements contained in this permit 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 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such demand is made, this decision shall be final and binding. Please take notice that this permit is not transferable except after notice to the Division of Water Quality. Part II, E.4. addresses the requirements to be followed in case of change in ownership or control of this discharge. The Division of Water Quality may require modification or revocation and reissuance of the permit. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-0719 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Permit No. NC0025879 NPDES Permit Issuance Town of Robbinsville WWTP November 10, 1997 Page 2 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, the Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions conceming this permit, please contact Mary Cabe at telephone number (919) 733-5083, extension 518. Sincerely, Original Signed By David A. Goodrich A. Preston Howard, Jr., P. E. cc: Central Files Mr. Roosevelt Childress, EPA Asheville Regional Office/Water Quality Section NPDES Unit Point Source Compliance Enforcement Unit Permit No. NC0025879 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, Town of Robbinsville is hereby authorized to discharge wastewater from a facility located at Robbinsville WWTP U.S. Highway 129 north of Robbinsville Graham County to receiving waters designated as Long Creek in the Little Tennessee 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 January 1,1998. This permit and authorization to discharge shall expire at midnight on November 30, 2002. Signed this day November 10,1997. Origin! Signed By David A. Goodrich A. Preston Howard, Jr., P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit No. NC0025879 SUPPLEMENT TO PERMIT COVER SHEET Town of Robbinsville is hereby authorized to: 1. Continue to operate an existing 0.630 MGD wastewater treatment facility consisting of an influent lift station, a circular extended aeration plant with center feed clarifier and grit chamber, ultraviolet disinfection, continuous flow measurement, aerobic sludge digestors, thickeners and a belt press from a facility located at Robbinsville Wastewater Treatment Plant, on US Highway 129, north of Robbinsville, Graham County (See Part III of this Permit), and 2. Discharge from said treatment works at the location specified on the attached map into Long Creek which is classified Class C-Trout waters in the Little Tennessee River Basin. ROAD CLASSIFICATION PRIMARY HIGHWAY HARD SURFACE SECONDARY SURFACE AR=NCI UGHT•DUTY ROAD, HARD OR IMPROVED SURFACE UNIMPROVED ROAD Latitude 35°19143u Longitude 83°48'40" Map # F3 E Sub -basin 40404 Stream Class C-Trout Discharge Codes 01 Receiving Stream Long Creek Design Q 0.630 IveD Permit expires 12131 / 02 .• • 0 SCALE 1:24 000 0 1 MILE 7000 FEET m 1" 0 1 KILOMETER CONTOUR INTERVAL 40 FEET Robbinsville WWTP NC0025879 Graham County A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0025879 During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall serial number 001. Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Flow BOD, 5 day, 20°C** Total Suspended Residue** NH3 as N (April 1 - Oct. 31) NH3 as N (Nov. 1 - March 31) Total Residual Chlorine*** Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus pH**** Fecal Coliform (geometric mean) Discharge Limitations Monthly Avg, Weekly Avg. Daily Max 0.630MGD 30.0 mg/I 45.0 mg/I 30.0 mg/I 45.0 mg/I 4.2 mg/I 11.5 mg/I 200 /100 ml 400 /100 ml 28 µg/I Monitoring Measurement Frequency Continuous 3/Week 3/Week Weekly Weekly 3/Week Semi-annually Semi-annually 3/Week 3/Week Requirements Sample Type Recording Composite Composite Composite Composite Grab Composite Composite Grab Grab *Sample Location I or E E, I E, I E E E E E E E * Sample locations: E - Effluent, I - Influent ** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective influent value (85% removal). *** Monitoring for Total Residual Chlorine is required only if chlorine is used a a disinfectant. * * * * The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. There shall be no discharge of floating solids or visible foam in other than trace amounts. PERMIT NOTES mlc NC0025879 Town of Robbinsville WWTP 04-04-04 Class III Facility Little Tennessee River Basin 8/7/97 Called facility; please send application and $400 late fee. Also, please have the Mayor sign the application or submit a letter authorizing Mike Ladd to sign it. 8/11 Received application and late fee, $400. No sludge management plan received. 8/12 Wrote ack letter, requested SR. 9/3 Received SR. Keith Haynes approves renewal. Sludge is taken to the Cherokee County Landfill as needed. Receiving Stream: Long Creek C-Trout Index #: 2-190-4-(5) From Rock Creek to Cheoah River WLA DAG 5/27/91 Compliance data - No violations CF Notes - Compliance Inspection, 1/25/94 and 4/25/95, compliant. Drafting permit: Monitoring frequencies changed per .0500 regs, effluent limited: pH, BOD, TSS, Fecal & TRC from daily to 3/week 9/8 To Steve Pellei for review. Public Notice: 9/24/97 Schedule to Issue: 11/10/97 NC0025879 Town of Robbinsville WWTP Long Creek C-Tr 2-190-4-(5) From Rock Creek to Cheoah River Residual Chlorine 7010 (CFS) DESIGN FLOW (MGD) DESIGN FLOW (CFS) STREAM STD (UG/L) UPS BACKGROUND LEVE IWC ('%o) Allowable Concentration ( Fecal Limit Ratio of 4.1 :1 4 0.63 0.9765 17.0 0 19.62 86.64 200/100mI 7/1/61 Ammonia as NH3 (summer) 7010 (CFS) DESIGN FLOW (MGD) DESIGN FLOW (CFS) STREAM STD (MG/L) UPS BACKGROUND LEVI IWC (%) Allowable Concentration Ammonia as NH3 (winter) 4 0.63 0.9765 1.0 0.22 19.62 4.20 7Q10 (CFS) 6 DESIGN FLOW (MGD) 0.63 DESIGN FLOW (CFS) 0.9765 STREAM STD (MG/L) 1.8 UPS BACKGROUND LEVI 0.22 IWC (%) 14.00 Allowable Concentration 11.51 0/44 I�fCOc 2 �77 ka,717f Li/77 r otia 1747 rn24 /n wfr= - r fi 1-h; maitoicifal ,d/..`-chat rqc 444 5i 1. 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Facility and Address: Town of Robbinsville P. O. Box 126 Robbinsville, N. C. 28771 2. Date of Investigation: April 8, 1997 3. Report Prepared By: Keith Haynes 4. Persons Contacted and Telephone Number: Mike Ladd, ORC 704-479-6428 5. Directions to Site: From the intersection of SR 1211 and Hwy 129 in Robbinsville, travel north on Hwy 129 0.5 mile to the wastewater treatment plant on the left. 6. Discharge Point(s), List for all discharge points: Latitude: 35° 19' 43" Longitude: 83°,48' 38" Attach a USGS map, extract and indicate treatment facility site and discharge point on map. U.S.G.S. Quad No. F3SE U.S.G.S. Quad Name Robbinsville 7. Size (land available for expansion and upgrading): none 8. Topography (relationship to flood plain included): Relatively flat but adjacent to bottom of hill. Not in flood plain. 9. Location of nearest dwelling: 200 feet 10. Receiving stream or affected surface waters: Long Creek above confluence with Cheoah River a. Classification: C Trout b. River Basin and Subbasin No.: Little Tennessee River c. Describe receiving stream features and pertinent downstream uses: Fish and wildlife propagation, fishing, boating, swimming. D4- n4-o4 PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Type of wastewater: 100 % Domestic % Industrial a. Volume of Wastewater: 0.630 MGD (Design Capacity) b. Types and quantities of industrial wastewater:none c. Prevalent:1 toxic constituents in wastewater: n/a d. Pretreatment Program (POTWs only): n/a in development approved should be required not needed 2. Production rates (industrial discharges only) in pounds per day: n/a a. Highest month in the past 12 months: lbs/day b. Highest year in the past 5 years: lbs/day 3. Description of industrial process (for industries only) and applicable CFR Part and Subpart: n/a 4. Type of treatment (specify whether proposed or existing): Treatment consists of an influent lift station, a Smith and Loveless circular extended aeration plant with center feed clarifier and grit chamber, ultra -violet disinfection, continuous flow measurement, aerobic sludge digesters, thickeners, and belt press. 5. Sludge handling and disposal scheme: Aerobic digestion, thickening, belt press, and off site landfilling at Cherokee County Landfill, which is lined. 6. Treatment plant classification: Less than 5 points; no rating (include rating sheet, if appropriate). III 7. SIC Codes (s) : Wastewater Code(s): Primary 01,03,05 Secondary PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant funds (municipals only) ? no 2. Special monitoring requests: none 3. Additional effluent limits requests: none 4. Other: none PART IV - EVALUATION AND RECOMMENDATIONS It is recommended that the Permit be renewed as requested. 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