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HomeMy WebLinkAboutNC0020460_Wasteload Allocation_199005210 O � N °O o � a IL) b Q bo U O a o z 5 .° 9 �i ,� Z N � •� N c� � ou a ° Z 2 O � Z � U GO U O a N C/a F w° Q A b.0 cq O � � Z.1 z aw.� awl w a 0 Ak U 9 a U N N Ocd cn Gn w w U C U t U rA 04 1 M., Request No. 556,26 ------------------- WASTELOAD ALLOCATION :-PPROVAL FORM ------------------- Facility Name: USDA FOREST SERVICE/SLIDING ROCK RECREATION AREA NPDES No.: NC0020460 Type of Waste: 100% DOMESTIC Status: EXISTING Receiving Stream: LOOKING GLASS CREEK Classification: C-TROUT (HOW) Subbasin: 040303 Drainage area: 7.000 sq mi County: TRANSYLVANIA Summer 7Q10: 4.00 cfs Regional Office: ARO Winter 7Q10: 5.00 cfs Requestor: HARRIS Average flow: 20.00 cfs Date of Request: 3/14/90 30Q2: 8.10 cfs Quad: F7SE ' A -------------------- RECOMMENDED EFFLUENT LIMITS ---------- iyt -- MAY 17 1999 Wasteflow (mgd): 0.005 BOD5 (mg/1) : 30 PERMITS & F-141INF RING NH3N (mg/1) : NR DO (mg/1) : NR v TSS (mg/1) : 30 Fecal coliform (#/100ml) : NR Toxicity Testing Req.: N ---------------------------- MONITORING ------------------------------ Upstream (Y/N): N Location: Downstream (Y/N): N Location: ----------------------------- COMMENTS --------------------------------- TECHNICAL SUPPORT RECOMMENDS THE RENEWAL OF EXISTING LIMITS. ------ ---------------------------------------------- Recommended by • y, Date: Reviewed by Tech Support Supervisor: Date: �7J5 U Regional Su v' or: Date: 1 Permits & Eng neering: Date: W, Secti(m RETURN TO TECHNICAL SERVICES BY: JUN 05 1990 MAY 10 1090 Asheville Regional, -Office ,Asheville, North Carolina J Ate- /2, x,-.4 4c"t� O �6k," C,� `) �o 3C) _3 00 77S 41� SLIDING ROCK REC. AREA AMMONIA 7Q10: 4.0000 NH3 Effl. Conc: 7.0000 AL (1/1.8 mg/1) : 1000.00 Upstream NH3 Conc.: 220.0000 Design Flow: 0.0050 Predicted NH3 Downstream: 233.11 0.233110 NH3 Limit: 403580.6 403.5806 ANALYSIS cfs mg/l ug/l ug/l MGD ug/l mg/l ug/l mg/l SLIDING ROCK RECREATION AREA CHLORINE ANALYSIS 7Q10: 4.0000 cfs CL2 Effl. Conc: 0.8000 mg/l AL (17/19 ug/1): 17.0000 ug/l Upstream CL2 Conc.: 0.0000 ug/l Design Flow: 0.0050 MGD Predicted CL2 Downstream: 1.55 ug/l 0.001547 mg/l CL2 Limit: 8791.193 ug/1 8.791193 mg/l