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HomeMy WebLinkAboutNC0075540_Wasteload Allocation_19890215NPDES WASTE LOAD ALLOCATION PERMIT NO.: NCO 55-¢2 FACILITY NAME: Facility Status: E7UfirM ( PItOP06m (circle one) �� Permit Status: RENEWAL 11KNOICATM UNDER UfTED C FN w) (circle one) Major Minor ✓ Pipe No: 0 D Design Capacity (MGD): e I DOO.2O(7,) Domestic (X of Flowh 100 Industrial (X of Flow): O i r_X J: 4-135.Ye4 Comments: 1 4 0/� s RECEIVING STREAM: f5f U MI 1WJC L Class: 5L Sub -Basin: 3 - O b---113 Reference USGS Quad: 2-7 ��I (please attach) Lin�SW I C�tL County: ✓ Regional Office: As Fa Me, Ra We U WS (circle one) Requested By: JVAe, S 4 "" Date: )/I S /�11 Prepared By: C0 uA Date: 2 (S g q Reviewed By: Date: kI Modeler Date Rec. x Svv 4 �r I n/ Drainage Area (mis) Avg. Streamflow (cfs):T[ DA L 7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs) Toxicity Limits: IWC % (circle one) Acute / Chronic Instream Monitoring: Parameters Upstream N Location Downstream N Location Effluent Characteristics awn 0.100 MG[) Qw' 0.200 06D sump ( w;44r SNm er I W;n r BODE (mg/1) 1 15 3o to zO NHj-N (mg/1) 4 F5 2 N D.O. (mg/1) 5 S 5 TSS (mg/1) 30 SO 30 3O F. Col. (/100ml) 1000 (060 looq�oc.T (000 pH (SU) (,,S- g,S 6.8 - S.S 6.9-- S.S comments:Th , ' A rtV1,Wg W4A wig WCA5+J101J5 _ uC u[eA Vtom O k00 IA6D. 13e S+ (ro Eesc7OAOJ _ Z�vef. Csce atFve(vc� K1Po�l Far RECEIVED JAN 2 5 190^9 Request No.: 5 0. A raiton Regional office -.. WASTELOAD ALLOCATION APPROVAL FORM ------- ----------- Facility Name: JACKEY'S CREEK DEVELOPMENT, INC. NPDES No.: NC0075540 RECEIVED Type of Waste: DOMESTIC Status: PROPOSED FEB 10 lyny Receiving Stream: BRUNSWICK RIVER Classification: SC PERMITS &ENGINEERING Subbasin: 030617 Drainage area: sq mi County: BRUNSWICK Summer 7Q10:1TIDAL cfs Regional Office: WILMINGTON Winter 7010: cfs Requ6stor: JULE SHANKLIN Average flow: cfs Date of Request: 1/18/89 3002: cfs Quad: K27 -------------------- RECOMMENDED EFFLUENT LIMITS ------------------------- A) B) Summer Winter Summer Winter Wasteflow (mgd): 0.10 0.10 0.20 0.20 BODS (mg/1): 15 30 10 20 NH3N (mg/1): 4 8 2 4 DO (mg/1): 5 5 5 5 TSS (mg/1): 30 30 30 30 Fecal coliform (#/100m1): 1000 1000 1000 1000 pH (su): 6.8-8.5 6.8-8.5 6.8-8.5 6.8-B.5 Toxicity Testing Req.: MONITORING Upstream (Y/N): N Location: Downstream (Y/N): N Location: ----------------------------- COMMENTS ----------------------------------- THIS IS A REVISED WLA WITH WASTEFLOWS REDUCED FROM 0.400 MGD. LIMITS BASED ON BEST PROFESSIONAL JUDGEMENT GIVEN THE LOW DOS IN THE LOWER CAPE FEAR (SEE ATTACHED). ----- ------------------------------------------------------ Recommended by: --1 -se-0- -A--------_- Date: 112O01 - cF Reviewed by (1{) \,t3 / p Tech Suppo Supervisor: _ _ _ _ --- ___ v��ww//VVDate: Regional Supervisor: _ _ _ _____---__ Date: 457/- ---- Permits & Engineering: _______ --- Date: _lJ/Ofrs_____ RETURN TO TECHNICAL SERVICES BY: ----- FEB 2 2 1989 1i f f E 5 4 3 10 o 0 g CAPE FEAR RIVER 0 0 o 8 0 O 0 7 o 6 5-i B 4 3 0 0 O C 2 L&D #3 L&D # 1 NAVASSA US 421 CM 55 CM 50 MILE 121 hGLE 66 MILE 30 MILE 26 MILE 24 MILE 21 VJ -t1 us t Il US 421 CM 55 CM 50 MILE 106 MILE 50 MILE 26 MM E 24 MILE 21 Uv� -q6n �,om 4k NCpEN15 Ambie,if {ilt4wof k. I P 1 , 1 1 C 8, LF� t wD (max, .� 40 -15 sera. ►L c..4" JOSEPH S. HILL, JIL and ASSOCIATES CONSULTING ENGINEERS and PLANNERS RECEIVED JAN 1 9 1959 Wilmington Regional Offlee 1602 HARBOUR DRIVE WI MINGTON. NORTH CAROLINA TELEPHONE 9194W-154 January 12, 1989 Mr. Dale Overcash,NPDES Permit Coordinator N.C. Division of Environmental Management P.O. Box 27687 Raleigh, North Carolina 27611 Subject: Jackey's Creek Development, Inc. NPDES Application #NCO075540 Dear Mr. Overcash: This letter is in response to our conversation of this date regarding subject project. �4tJ,1^� MA, ING ADDRESS: POST OMCE BOX 5592.S7A. I n^ WIL NGTON, N.C. 2&0.1-4155 Ix A wasteload allocation has been developed for this project at a discharge rate of 400,000 GPD (see attached allocation report). At this time we would like to request that the effluent limitations be additionally evaluated for discharge rates of 100,000 GPD, and 200,000 GPD. We would like to request that the 100,000 GPD and 200,000 GPD discharge levels be included as "Phase I" and "Phase II" effluent limits respectively, with the 400,000 GPD level be included as the final limits. Please contact me if you have any questions or need additional information. JSH/pva cc: Mr Mr Mr Mr A.V. Saffo A. Preston Howard Jim Teachey Jack Stocks Sincerely, JOSEPH S. HILL, JR. and ASSOCIATES (?,4 Wo .�' Joseph S. Hill, Jr., P.E. A.V. Saffo, Owner