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NCG550192_wasteload allocation_19820623
E 0 c2 0 .6" O NoLO f,koof 1J As Ge W NPDES WASTE LOAD ALLOCATION ' 4 43 I Facility Name: CC_'dS e.% z104 u,s_x— Q PC Cr l9 2- Date: Existing° Permit No.: Pipe No.: � % County: Proposed Ea- qL 110 J.Design Capacity (MGD): t%0 $" Industrial (% of Flow): Domestic (% of Flow): V !//�� G�O4f eNo'�' � 6/u Lt'SG.s Receiving Stream: j;Vtrll& �tl/tJQ, Class • y�ILtN/�a - m.4 Sub -Basin • Reference USGS Quad:4ZRANIAN C t� (Please attach) Requestor: sAt- P.Aekx Regional Office G/�� C, U 66 (Guideline limitations, if applicable, are to be listed on the back of this form.) A Design Temp.:_ a{ © Drainage Area: ) , ' Z_ Avg. Streamflow• . 7Q10: Winter 7Q10: C) 30Q2: Location of D.O.minimum (miles below outfall): nSlope: r�.� r• Velocity (fps): Kl (base e, per day, 20oC) — �• © ._ K2 (base e, per day, 200C): �•� Effluent Characteristics Monthly Average Comments Effluent Monthly Characteristics I Average I Comments Original Allocation Revised Allocation ��, � Date(s) of Revision(s) (Please attach previous allocation) —MELD Prepared By • Reviewed B y : ,t. (��n;,€_ Date • '- ` . ^. . . . ..' .� *******�**�*****�**** �EQUEST NO~ WASTELOAD ALLOCATION APPROL FORM *x*****Y***�****�*/ FACILITY NAME [YPE OF WASTE COUNTY R'GIONAL OFFI E RECEIVING SREAM 7Q1O � O CFS D'AINAGE AREA EDSIEL COOK HOUSE � DOMESTI[ � AVERY � ASHEVILLE 0 UT LINVILLE K~ W7Q1O � O � 0~18 SQ°MI^ REQUESTOR ;� �IKE PAR�ER SUBBASIN � 03-08-30 CFS CFS STREHM CLASS 1C-TROU RECOMMENDED EFFLUENT LIMITS WASTEFLOW(S) (MGD0~00045 IN HDDITION, A TOTAL RESlD[AL BOD-5 (MG/L) � 3O CHLURINE LIMIT OR�2 UG/L IS NH3-N (ill G/L) + NR REQUIRED, D.O^ (MG/L) + FECAL COL. IFORM (/100ML)� 10OO TSS (MG/L> 30 FACILITY IS + PROPOSEDEXISTING ( ) NEW LIMITS ARE REVISION ( ) CONFIRMATION ( > OF THOSE PREVIOUSLY ISSUED REVIEWED AND RECOMMENDED BY� ' ' MOBELERit TE SUPERVISOR,MODELING GRO E REGIONAL SUPERVISOR PERMITS MANAGER �����- TE �-�--� APPROVED BY � DIVISION DIRECTOR ~---- ----------------~- -�---7°- � ********** MODEL RESULTS I.._.-_. __..- ' ********** MODEL RESULTS DISCHARGER RECEIVING STREAM !EDSIEL COOK HOUSE :UT LINVILLE R. THE END D.O. IS 7.55 MG/L THE END CBOD IS 81,04 MG/L THE END NBOD IS 0°00 MG/L THE D~O, MIN° OF SEGMENT 1 IS 6^00 MG/L THIS MINIMUM IS LOCATED AT SEGMENT MILEPDINT 0 WHICH IS LOCATED IN REACH NUMBER 1 7 E WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBDD THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD !HE REQUIRED EFFLUENT D^O, IS 6 MG/L T E WASTEFLOW ENTERING SEG 1 REACH 1 IS 4.5E-4 MGD THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF CB3D THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF NBOD THE REQUIRED EFFLUENT D.O. lS O MG/L THE WASTEFLOW ENTERING SEG 1 REACH 2 IS O MSD i** MODEL SUMMARY DATA RECEIVING STREAM 3UT LINVILLE R o STREAM CLASS! r_T t%1 T 7010, 0a0 t 0 C C= 0t0 a WINTER 7010 _r r S DESIGNTEMPERATURE a 20 DEGREES C=1 i Si-L W i 0i000Y5 M ' I LENGTH I SLOPE I VELOCITY I DE P.i H 1 K_: i f<<• i i° n I K2 1 tiro --------------------------------------------------------------------------------- I TILE'S I FT/Ml I FPS 1 FT ;. ; � :; ;' . L �" i1 ii .i. 1 D � f ri �� 1. S/Ml 1 L' 1 E 201 ` 52 00 1 0.10 1 0409 1 1,00 1 1.00 1 000 u, 150400 CO I REACH 1 1 1 1 1 1 1 I 1 1 i-------------------------------------------------------------------------------- ::EfMENT 1 1 0b301296a001 r0,1�0 1 =::<.t;9 1 1.00 1 1avv� 1 0;00 15;va00 1 1�;0{1 REACH 2 --------------------------------------------------------------------------------- 1 1 I 1 I , I I 1 1"LL. RATES ARE AT 20 DEGREES C;