Loading...
HomeMy WebLinkAboutNC0045128_Wasteload Allocation_19900614NPDES WASTE LOAD ALLOCATION PERMrr NO.: NCO045128 PERMITTEE NAME: Alamance County Schools / Sylvan Elementary Facility Status: Existing Permit Status: Renewal Major Pipe No.: 001 Minor -4 Design Capacity: 0.00146 MGD Domestic (% of Flow): Industrial (% of Flow): 1 PI '. RECEIVING STREAM: Cane Creek Class: C-NSW Sub -Basin: 03-06-04 Reference USGS Quad: D 21 NW (please attach) County: Alamance Regional Office: Winston-Salem Regional Office Previous Exp. Date: 2/28/91 Treatment Plant Class: Classification changes within three miles: No change within three miles. Requested by: _ Mack Wiggins Date: 8/21/89 Prepared by: Jidk, � Date: O Reviewed by: t Date: -7 '7 CI 0 .Dell /35' Modeler Date Rec. # 1q 5- S7SL i �� Drainag ea (mil) /S d Avg. Streamflow (cfs):—�— 7Q10 (cfs) 0. a Winter 7Q10 (cfs) b" % 30Q2 (cfs)= Toxicity Limits: IWC % Instream Monitoring: Upstream Acute/Chronic Location Downstream Location Effluent Characteristics BOD5 (TO) 3U NH3-N (mom) D.O. (mg/1) - TSS (mg/1) 3v F. Col. (/100 ml) ,SOD pH (SU) 6 _ y %A/ MCPU 7 +2 TP "I /! p++o� 77GW Comments: RECEIVED N.C. Dept. NRCD J U N 2 8 1990 APWiinnston-Pra!em Request No.: ------- WASTELOAD ALLOWBW OOVAL FORM ------ Facility Name: NPDES No.: Type of Waste: Status: Receiving Stream: Classification: Subbasin: County: Regional Office: Requestor: Date of Request: Quad: Sylvan Elementary NCO045128 Domestic Existing/Renewal Cane Creek C-NSW 30604 Alamance Winston-Salem Mack Wiggins 6/14/90 D21NW School Drainage area: Summer 7Q10: Winter 7Q10: Average flow: 30Q2: ------- RECOMMENDED EFFLUENT LIMITS ----------- EXISTING PROPOSED Wasteflow (mgd): BOD5 (mg/1): TSS (mg/1): Fecal coliform (#/100ml): pH (su) : Total Nitrogen (mg/1): Total Phosphorous (mg/1): 0.0014 0.0014 30 30 30 30 200 200 6-9 6-9 monitor monitor monitor monitor Toxicity Testing Req.: none --------------- MONITORING Upstream (Y/N): N Location: Downstream (Y/N): N Location: 5752 15.200 sq mi 0.20 cfs 0.70 cfs 14.00 cfs cfs REC r' VED JUL v )yyjj ----------------------- PERMITS R Fjrrtr,FFRi ur, ----------------------------- COMMENTS ----------------------------- Facility meets existing limits. Renew at above limits. (9-K. 6-ac Recommended by: A`QGt`"- Date: /y p Reviewed by /^•_ Instream Assessment: �(CLNU%��l�d Date: tjas/r,d Regional Supervisor: Date: ']J -,Z -9 O Permits & Engineering: Date: G rro -JUL 24 1990 RETURN TO TECHNICAL SUPPORT BY: -ile- crte�-- _.`-+.+' V-C� fnS_7�'Ec�re.�-- �-d n.�_71Z�-h_!tc�-�----__---- ---- -- - ---- Uses '18(o 7L '6A 05 -7-- - - 6 _. - ? r-10 U.)_ _o_o-__/e7/ lne-� A-A(3--A- /__ cc: Technical Support Branch Permits and Engineering County Health Dept. Central Files WSRO Date June 21, 1990 NPDES STAFF REPORT AND RECOMMENDATIONS County Alamance NPDES Permit No. NCO045128 PART I - GENERAL INFORMATION j I , 1. Facility and Address: Sylvan Elementary School J �1%' 2 6 1990. 7718 Sylvan Road Snow Camp, NC 27349 2. Date of Investigation: Jude 21, 1990 d 3. Report Prepared by: Eric Galamb 4. Persons Contacted and Telephone Number: Mike Florence (919) 227-3601 5. Directions to Site: Travel south on Highway 87 from Graham approximately 10 miles to SR 1004. Turn right on SR 1004 and travel south approximately 5 miles to SR 2360. Turn right and travel 0.1 miles to SR 2369. The WWTP is located on the SW corner of the intersection. 6. Discharge Point - Latitude: 350 531 08" Longitude: 79 261 15 11 Attach a USGS Map Extract and indicated treatment plant site and discharge point on map. USGS Quad No. D21NW or USGS Quad Name Snow Camp Quad 7. Size (land available for expansion and upgrading): There is ample area for expansion and replacement. 8. Topography (relationship to flood plain included): The sandfilter is approximately 80 feet,above and 1700 feet from Cane Creek. 9. Location of nearest dwelling: The nearest dwelling is approximately 200 feet west of the septic tank. 10. Receiving stream or affected surface waters: Cane Creek a. Classification: C-NSW b. River Basin and Subbasin No.: 03-06-04 c. Describe receiving stream features and pertinent downstream uses: The downstream uses are consistent with the "C" Classification. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Type of wastewater: 100% Domestic Industrial a. Volume of Wastewater: 0.0012 MGD b. Types and quantities of industrial wastewater: c. Prevalent toxic constituents in wastewater: d. Pretreatment Program (POTWs only) in development approved should be required not needed 2. Production rates (industrial discharges only) in pounds a. highest month in the last 12 months b. highest year in last 5 years 3. Description of industrial process (for industries only) and applicable CFR Part and Subpart: 4. Type of treatment (specify whether proposed or existing): Existing: The wastewater treatment facility consists of a septic tank, dosing tank, surface sandfilter and a chlorination basin. 5. Sludge handling and disposal scheme: Pumped when necessary by McPherson Septic Tank. 6. Treatment plant classification: Class I 7. SIC Code(s) 8211 Wastewater Code(s) 03 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grants Funds (municipals. only)? 2. Special monitoring requests: 3. Additional effluent limits requests: 4. Other: The chlorine contact chamber is enclosed and unlocked. Since this is an elementary school, the chamber should be locked. PART IV - EVALUATION AND RECOMMENDATIONS The system is well maintained. The WSRO recommends that NPDES Permit No. NC0045128 be re -issued. ignature of report preparer 2 Water Quality Sup -kvisor ;% J.. f VicWt,, Ch.pej - �:� fl. % foo N., "Vol 565 ;N -0 e 74 77Z lz Snow Came 000 a p i ELM 1�)ISC17� Y1_ x 1 7 -All 45 A A 60 M) TV \ f\\� N� N�4 L �� f S`l ZF� 1 C z9, 4 t 3S 7q A] IV AA. fTl� 7 CR LIT - C - HFIELD CROSSROADS) 642 25"43 144 645 .5155 IV SW ROAD CLASSIFICATION SCALE 1:24000 1 MILE Light -duty road, hard or 0 Primary highway, I