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NC0020605_wasteload allocation_19831206
is c NPDES WASTE LOAD ALLOCATION Engineer Date Rec. # Facility Name: r» 2 -P TQr �"' o Date: It- 3 d -8"3 Existing Permit No.:_,4[Cfn;®(O5'„ Pipe No.: County: Fdqe.G ozn Proposed Design Capacity (MGD): 3 • 0 Industrial (% of Flow): Domestic (% of Flow): / © O Receiving Stream:_ �rr_Y f� �1 _ _ Class • (_ Sub -Basin 3 3 Reference USGS Quad: (Please attach) Requestor: Regional Office %el� jL (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp,: a Drainage Area: d)/ Avg. Streamflow:. 7Q10 : _ _� C S - _ -Winter 7Q10 : 30Q2 : Location of D.O.minimum (miles below outfall): ��''�'� Slope:..- E Velocity (fps):-- •.(P K1 (base e, per day, 20oC): 3 7 ^ K2 (base e, per day, 201C)- 3 Q W v 4W Effluent Characteristics Monthly Average Comments �j X TNC I oat) s r Effluent Monthly Characteristics Average Comments Original Allocation a Revised Allocation El Date(s) of Revision(s) (Please attach previous allocation) Confirmation Pr pared By: Reviewed By: 1� Date• r r REQUEST nip i 754 V r f . ! W A S TE1-0AD AL.1-0 C A T i 0 N APPR0IV' AI, F0Rill i 1='ACILITY NAME TYPE OF WASTE COUNTY REG10NAL OFFICE: RECEIVING STREAM 7010 134 CFS DRAINAGE AREA TAR':,0R0 p 110MESTI€' ET€GECOM1,E 1AL.EIGH TAR RIVER W7010 2140 SO . MI R �EjfT.2�UECTOR : HELEN FOWLER SUE:BACTN F 07-0-7-0.7 CE'S 3GC�2 CFS STREAM CLASS : v' RECOMMENDED EFFLUENT LIMITS WASTEFLOW(S) cMG,1 3. BOI€-5 ( MG/L } 30 `r NH3-N (MG/I_ ) rH (SU) 5-9 FECAL COLIFORM (/1O0ML}I 1000 TSS (M s/L) 30 1::'A,f',ILITY IS ; PROPOSED ( ) EXISTING ! � i4EW LIMITS ARE ; REVISION ( ) CONFIRMATION OF THOSE PREVIOUSLY ISSUEI€ REVIEWED AND RECOMMENDED Pi 1. M'i 0 El E L EF4 .. ..»_. ._._. .... ..».__..�A f E_ ;... .... ..... SUF'EFiY'ISORrMOL€EL.ING GRC1U1=._................__ __ T€ATE IvF G.l€�NAL. SUPERVISOR . .! ._ •.». »_. DATE 1.»�.,��/f3 �//�J DD r'ERMITS MANAGER :_.NCC��..d_=X�-------DATE " kp` . DISCHARGER 1 TARBORO RECEIVING STREAM I TAR RIVER WASTEFLOW 1 3,0 | SEG NO | REACH | SEG MI | DO \ CBOD | NBOD | FLOW | } 1 | 1 | O^OO\ 6.861 5^621 04001 138^651 | 0,101 6.851 5.591 0,001 138^651 | 1 | 1 | 04201 6^841 5.571 O.00\ 138,651 \ 0^301 6.831 5041 0001 138.651 | 1 | 1 | 0,401 6.811 54511 0001 138.651 | 1 | 1 | 0,501 6^801 54491 0,001 138,651 ! O,601 6.791 5.461 O,OO| 138.65.i \ 1 | 1 | O,701 6,781 5,431 0001 138^651 | 1 | 1 | 0,801 6,771 5.401 O^OO| 138^651 | 1 | 1 | 00901 6,761 5081 0001 138~651 | 1 | 1 | 1001 6^751 5,351 04001 138^651 | 1 | 1 ! 1,101 6,741 5.331 O.00| 130651 | 1,201 6^731 5.301 O^OO| 138,651 i 1~301 0731 5,271 0.001 138^651 | 1 \ 1 | 1,401 6^721 5^251 O^OO| 138^651 | 1,501 64711 5.221 O^OOi 138,651 \ 1,601 6.701 5^201 O°OO) 138^651 1 1 | 1 | 1,701 6~691 5^171 O,OO\ 138,651 \ 1 ! 1 | 1^801 6^691 5^141 0401 138^651 1 1 | 1 \ 1.901 6~681 54121 O,OO| 138,651 \ 1 | 1 | 2^001 6.671 5091 O,OO| 138.651 | 1 | 1 1 24101 64661 5,071 0.001 138^651 | 1 \ 1 | 2^201 6,661 5.041 0,001 138,651 \ 1 | 1 | 2.301 6.651 5021 0.001 138.651 \ 2,401 6^641 5,001 0^001 138.651 | 1 | 1 | 2,501 6^641 4.971 0^001 138.651 | 1 \ 1 | 2.601 6^631 0951 0.001 1384651 | 1 | 1 | 2,701 6^631 4,921 0,001 130651 | 1 | 1 | 2001 6^621 4,901 0^001 138^651 | 1 | 1 | 24901 6,621 4.871 O.00\ 130651 | 1 | 1 | 3^001 6^611 4.851 O,OO| 138^651 | 3.101 6.611 4,831 0.001 138.651 | 1 | 1 } 3,201 6^601 4^801 O,OO| 138^651 ! 1 | 1 \ 3^301 6^601 4.781 0,001 138^651 | 3.401 6.591 4^751 0^001 138051 | 1 | J. 1 3^501 6^591 44731 O,OO| 138,651 | 1 | 1 | 3,601 6^591 4,711 0.001 138^651 | 1 \ 1 | 3^701 6081 4.691 0.001 138^651 i 1 |1 | 3^801 6^581 44661 O.0O\ 138.651 | 1 } 1 1 3,901 6^571 0641 O.00| 138^651 � 1 | 1 | 4,001 6^571 4.621 0001 138,651 | 1 | 1 | 4,10| 6^571 4^591 0.001 138.651 | 1 } 1 | 4.201 6^571 0571 O,OO| 138^651 | 1 ( 1 | 4.301 6.561 4.551 0,001 138^651 | 1 | 1 | 4.4O! 6061 0531 0001 138.651 | 1 | 1 | 4,501 6^561 4^501 O.00\ 138^651 | 1 | 1 | 4^601 6051 4,481 0,001 138^651 | 1 | 1 | 0701 6^551 44461 O.00| 138^651 | 1 { 1 | 4.801 6^551 4.441 0.001 138,651 \ 1 \ 1 | 4^901 6051 4^421 0^001 138^651 1 5^001 6^551 4,391 0,001 138.651 AS I EFLGW , 3. 0 MG1.1 ! LENGTF'I I SLl"lPE I VELOCITY I DEPTH I I 1 I Kn I SOD I K2 I Ne tps I I MILEtS I FT/Ml I FPS I FT I /DAY I /.l" AY I I✓Gi M2D I /DAY I MG/L/D l ! I I I I l I I ! I SEGMENT 1 1 5,001 2.301 O, 658 1 3.75 1 0.53 1 000 1 001 1091 1 0001 I:1-.t,cIA 1. 1 1 1 1 I I I I I I ALL RATES ARE AT 28 DEGREES C. *** INPUT DATA SUMMARY ** .r. �. I FLOW I CBOD I NBOD I D, O F I I C:FS I MG/L I MG/L I MG/L 1 SEGMENT I REACH 1 I I I I I WASTE 1 0650 1110,000 1 04000 1 0000 HEADWATERS 1 1 34 , 000 1 2.000 1 0,000 1 7,100 1 TRIBUTARY 1 0,000 1 0.000 1 0*000 1 04000 1 RUNOFF :r 1 0.000 1 0.000 1 0000 1 0 -000 1 RUNOFF" FLOW IS IN CFS/MILE