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HomeMy WebLinkAboutNC0033430_Wasteload Allocation_19930209NPDES WASTE LOAD ALLOCATION PERMIT NO.: NC0033430 PERMr= NAME: Camp Judaea FACILITY NAME: Camp Judaea Facility Status: _Existing Permit Status: Modification Major Pipe No.: 001 Minor Design Capacity: 0.030 MGD Domestic (% of Flow): Industrial (% of Flow): 100 % Comments: Expansion request, 0.015 -> 0.030 MGD STREAM INDEX: 6-55-11-9 RECEIVING STREAM: Henderson Creek Class: C-Trout Sub -Basin: 04-03-02 Reference USGS Quad: F9NW, Fruitland (please attach) County: Henderson Regional Office: Asheville Regional Office Previous Exp. Date: 9/30/95 Treatment Plant Class: I Classification changes within three miles: Becomes C at Clear Creek Requested by; Prepared by: Jule Shanklin �opc� t 30.5s 135 w Date: 11/5/92 Date: 2/ S19J Date: a g3 3 Modeler Date Rec. # s'Wl►-) l► to qZ "lZlo Drainage Area (mi`) 3. Avg. Streamflow (cfs): G, S 7Q10 (cfs) / • ! Winter 7Q10 (cfs) /. 7 30Q2 (cfs)? Toxicity Limits: IWC % Acute/Chronic Instream Monitoring: Parameters Upstream Location Downstream Location Effluent IL - Characteristics Summer Winter BOD5 (m ) 30 36 NH3-N (mg/1) /9 D-O. (mg/1) hr hr TSS (mg/1). F. Col. 000 ml) Z06 Zoo pH (SU) 6 _9 a�/ 11MNr';W rw ra Comments: refer: Basinwide / Streamline WLA file at front of subbasin OFA,c o.0 M� 3o �-9 '71 25' MILE QUADRANGLE LOCATION )02 3918 -;a17oaa-N I MOIR o1SCHARGE•;2TATE 26r ANT -A GEOL02G2°22'30- £5.7 AV. POINT ` 1 A 202•NW) ROAD SIFICAT Heavy-duty .. Poor motor road .... Medium duty .... «= Wagon and jeep track---- Light-duty Fool trail .......... _______ �1 Interstate Route C3 U. S. Route 0 State Route v to developed areas. only through roads are classified FRUITLAND, N.C. N3522.5—W8222.5/7.5 1965---•-•- - FACT SHEET FOR WASTELOAD ALLOCATION Request # 7210 Facility Name: Camp Judaea NPDES No.: NC0033430 Type of Waste: Domestic - 100% Facility Status: Existing Permit Status: Modification Receiving Stream: Henderson Creek Stream Classification: C-Trout Subbasin: 040302 County: Henderson Stream Characteristic: Regional Office: Asheville USGS # Requestor: Shanklin Date: Date of Request: 11/6/92 Drainage Area (mi2): 3.8 Topo Quad: F9NW Summer 7Q10 (cfs): 1.1 Winter 7Q10 (cfs): 1.7 Average Flow (cfs): 6.8 30Q2 (cfs): 2.4 AVC M: Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) Facility requesting permit modification for expansion from 0.015 MGD to 0.030 MGD. Tech Support recommends expansion be allowed. Special Schedule Requirements and additional continents from Reviewers: LJ i33 zs -r E -AEG?(v,Loa x l Al Ta 30 A Recommended by: Date: Reviewed by Instream Assess nt; Regional Su . Permits & En neerin 1/3/93 RETURN TO TECHNICAL SERVICES BY: FEB 12 1993 2 CONVENTIONAL PARAMETERS Existing Limits: Monthly Average Summer Winter Wasteflow (MGD): 0.015 BOD5 (mg/1): 30 NH3N (mg/1): monitor DO (mg/1): nr TSS (mg/1): 30 Fecal Col. (/100 ml): nr pH (SU): 6-9 Residual Chlorine (µg/1): nr Temperature (C): monitor TP (mg/1): TN (mg/1): Recommended Limits: Monthly Average Summer Winter WQ or EL Wasteflow (MGD): 0.030 0.030 BOD5 (mg/1): 30 30 EL NH3N (mg/1): 19 monitor WQ,AT DO (mg/1): nr nr TSS (mg/1): 30 30 EL ----Fecal Col. (/100 ml): 200 200 pH (SU): 6-9 6-9 Residual Chlorine (µg/1): 28 28 Temperature (C): monitor monitor TP (mg/1): TN (mg/1): Limits Changes Due To: Parameters) Affected Change in 7Q10 data Change in stream classification Relocation of discharge Change in wasteflow Other (onsite toxicity study, interaction, etc.) Instream data New regulations/standards/procedures Fecal Coliform, Chlorine, NH3-N New facility information X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of the immediate receiving water will be consumed. This may affect future water quality based effluent limitations for additional dischargers within this portion of the watershed. No parameters are water quality limited, but this discharge may affect future allocations. INSTREAM MONITORING REQUIREMENTS Upstream Location: Downstream Location: Parameters: Special instream monitoring locations or monitoring frequencies: MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS Adequacy of Existing Treatment Has the facility demonstrated he ability to meet the proposed new limits with existing treatment facilities? Yes No If no, which parameters cannot be met? r-G-C- 4-L coc.t C t-09) NE Would a "phasing in" of the new limits be appropriate? Yes No If yes, please provide a schedule (and basis for that schedule) with the regional office recommendations: If no, why not? Special Instructions or Conditions Wasteload sent to EPA? (Major) (Y or N) (If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old assumptions that were made, and description of how it fits into basinwide plan) Additional Information attached? 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