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HomeMy WebLinkAboutNC0063355_Wasteload Allocation_19850617as 6 j4 NPDES WASTE LOAD ALLOCATION °' Ziewes ��a..,�/.�-0�a� Date: Jr S 8.S • � Facility Name: - E o ExistingQ /v( 00 (0 33 SS C. ��a?bibel Permit No.: Pipe No.: a O / County: Proposed a� Design Capacity (MGD): a /5 Industrial (% of Flow): �� � Domestic (% of Flow): c ��ili/a7iaPV lb�%/anaf G Sub -Basin: D 3 -Q 8-32 Receiving Stream:,PA a n � _�� Class: .`� Refexece USGS Quad: E / ¢S E (Please attach) Requestor:._,T i�.d/''� Regional Office �W0 u (Guideline limitations, if applicable, are to be listed on the back of this form.)P.s��a�, Design Temp.: ZS 0 C - Drainage Area: D, 7 Avg. Streamflow: a, z 7Q10: b C s - Winter 7Q10 : O �s 30Q2: — �5 � Location of D.O.minimum (miles below outfall): 412 Slope: H velocity (fps): KI (base e, per day, 200C): K2 (base e, per day, 20oC): 12 4 0 Effluent Characteristics Monthly Average Comments P! D , 0. (7 w TsS 30 �^ Original A Revised Allioc I Effluent Characteristics Monthly Average Comments -LAC c c� S N O 7mt.P G So v 1 Date(s) of Revision(s) (Please attach previous allocation) I�1 Reviewed By: Date:--��--'--f--'— ✓. VMa •Ran [ e Renliest No. 2.364 Facility Name T-ape Of Waste Receiving Stream Stream Class Subbasin Counts Regional Office ReQuestor Drainage Area (so mi) 7010 (cfs) Winter 7010 (cfs) 3002 (cfs) WASTELOAD ALLOCATION APPROVAL FORM -- T.NNF..S I.AUNDROMAT LAUNDR./CARWASH UT-MUNDY CREEK C 030832 CATAWBA . T T. HUfiNE .2 0 0 0 --------•----------- RFCOMMFNDF..D EFFLLIFNT LIMITS Wasteflow (mgd) : .015 +n3A<. 0.2 0w�Q I1t...v POD •(mg/l) : 27 Dissolver.{ Ox:&gen (mg/1): G i (SU) _......_.._.. ----------•------6---s-ewee 7S^ (m5/1) Q t CL-�-G-SQ0 —U -aOMMFNTS------- ------------------ 'N Non_ y1J RECOMMEND CONSIDERING DISCHARGE IN VIEW OF PROPOSED UPLAND DRAINAGE POLICY. NO LIMITS HAVE BEEN DEVELOPED FOR NH3N 01 FECAL BASED ON ASSUMPTION OF NO DOMESTIC WASTE. C:DOD/BOD5 ASSUMED =2. ------ ----------------------------------------------------------------------- FACII...ITY IS : PROPOSED ( ✓) EXISTING ( ) NEW ( ) LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED RECOMMENDED BY: REVIEWED BY: SUPERVISORP TECH. SUPPORT ( ._... _._._.._ __DATE. :...51hole REGIONAL SUPERVISOR .DATE :...__... _ Approval. is ( 1/Preliminary ( ) fi.r o PERMITS MANAGER :_- (✓ �... . _ - _.DATE 64" . --__ - 2�d e6c('< )4-1� (ICI rbll- *�K moriEL. SUMMARY DATA DISCHARGER a INNF..S LAUNTIROMAT SURBASIN 030832 RECEIVING STREAM UT-•MUNDY CREEK STREAM CI._ASfi: A-T T v R 701.0 4 0 CFS WINTFR 70tO 0 CFS DESIGN TEMPERATURE 25 DEGREES C . WASTEFL.OW 4 + 01 5 Mori I LENGTH I SLOPE I VELOCITY I DEPTH I Kl. I K1. I K2 I K2 I Kn I I MILES I FT/MI l FPS I FT I /TRAY 1 @20 I /TIAY 1 @20 I /DAY I f ! I ! I I ! ! I ! SEGMENT 1. 1 0,401 70,001 01100 1 0 + 12 1 1 .0 5 1 0 + 83 1 1. 4 + 05 1 1 2 + 60 1 0.001 REACH 1. 1 1 1 1 1 1 1 1 ! f *** INPUT DATA SUMMARY *** I FLOW I CIBOTI I NBOD I Xi + O+ I I CFS I MG/L I MC/L. I Mir/L I SEGMENT 1. REACH I I I I 1 ! WASTE l 0 + 0?3 1 54 + 000 1 0 + 000 1 6. 000 I HEADWATERS! 0+000 1 0.000 1 0.000 1 0.000 I TRIBUTARY 1 0+000 1 0.000 1 0+000 1 0*000 ! RUNOFF 1 0.000 1 0+000 1 0.000 1 0+000 I �t RUNOFF FLOW IS IN CFS/MILE. DISCHARGER RECEIVING STREAM MODEL RESULTS ********** *#INNEG LAUNDROMAT �UT~MUNDY CREEK THE END D,O^ IS 5^10 MG/L THE END CBOD IS 41^81 MG/L THE END NBOD IS 0"00 MG/L THE D,O^ MIN^ OF SEGMENT 1 IS 4^92 MB/L THIS MINIMUM IS LOCATED AT SEGMENT MILEPO%NT 0"2 WHICH IS LOCATED IN REACH NUMBER 1 THE WLA FOR SEGMENT 1 REACH 1 IS 54 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D^O^ IS 6 M8/L THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.015 M0D