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NC0020486_Wasteload Allocation_19850528
MPOES WASTE LOAD ALLOCATION Ebineer i WL� thee. � � o Facility Name: 4,r Pit, Pec. A.e4- - USr 44�rr -retvAe, Date ,y`// 8' Existing Gr .� Proposed O Permit No.: oo to Pipe No.: 00 ( County: Design Capacity (MGD) : d, ofZ , Industrial (.% of Flow) : Domestic (% of, Flow) : Receiving Stream: �.r, � �'(�� A Jer Class : Sub -Basin: Q • U 3 -v3 Reference USGS Qiad: (Please attach) Requestor: overcask Regional Office 0 (Guideline limitations, if applicable, are to be listed on the back of this form.) 0 Design Zbmp.: E . Drainage Area (mil): j , �p Avg. Streamf low (cfs) :__.�L .. 7Q10 (cfs) Winter 7Q10 (cfs) _ l �` . i 30Q2 (cfs) Location of D.O. minimtan (miles below outfall) : Slope (fpm) Velocity (fps) : �P Kl (base e, per day) : (Q (p K2 (base e . oer day) -8Y Effluent Characteristics Monthly Aver2ge Comments V. eC, Co I UiGoml Q 1. S Qrig4 tion O Cbmnents : Re ' location O Effluent Monthly Characteristics I_veraae Comments ion O % By: By: Date: zqL— Reviewed Reouept No. : 2304 --------------------- WASTELOAD ALiOCATION APPROVAL FORM --------------------- Facility Name NORTH MILLS RIVFR REC AREA Type Of Waste DOMESTIC Receiving Stream NORTH FORK MILLS RIVER Stream Class A -II TROUT Subbasin 040303 County HENDERSON Regional Office ARO Reouestor DALE OVERCASH Drainage Area (so mi) 18^6 7010 (cfs) 70 Winter 7010 (cfs) 10^1 3002 (cfs) 16,3 ------------------------- RECOMMENDED EFFLUENT LIMITS -------------------------- Wasteflow (mgd) ^012 5-Day BOD (mg/1) 30 PH (SU) 6-9 Fecal Coliform (/100ml): 1000 TSS (mg/1) 30 RESIDUAL CHLORINE mg/l 1^75 ----------------------------------- COMMENTS ----------------------------------- -----------------_------------------------------------------------------------ FACILITY IS : PROPOSED ( ) EXISTING ('^ ) NEW ( ) LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSiY ISSUED -------------------------------------------------------------------------------- RECQMMENDED BY: :0010-DATE: -- REVIEWED BY: SUPERVISOR, TECH, SUPPORT � TF � REGIONAL SUPERVIG � � ATE / ^� ', Approval is ( ) ��elimtnary ( �� fi � PERMITS MANAGER �- TE � 5 1795- o�v0GvCL-L- Z",,Uoq v /Y,, GJ#,3.44FS3. 7(P �� = E g • tD w�a _ CS6 7 Q tl?�a = p • I fit, _ �-F t c-�5 3oQ8' 1Lo.3ca ?f3 f0 C,�S � a co,"J 40 - oaf b. 3Y�L I 11.15 cz R. cJ 6,/Yv� —fxjck-t�� 010 I(D-s C) CC, I F3 cD C�& 4 .boa ###### MODEL. RESULT ########## DISCHARGER :NORTH MILLS RIVER RFC AREA RECEIVING STREAM !NORTH FORK MILLS RIVER THE END D40. IS 8.84 MG/L THE. END CBOD IS 2.24 MG/L. THE... ENT NBOD IS 0.00 MG/I... THE I.O. MT.N. OF SEGMENT I IS 8.08 MG/L, THIS MINIMUM IS LOCATED AT SEGMENT MIrEPOTNT 0 WHICH IS LOCATED IN REACH NUMBER I THE WLA FOR SEGMENT I REACH I IS 169 MG/L. OF CROD THE.: WLA FOR SEGMENT t REACH I IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D404 IS 0 MG/L THE WASTE.FLOW ENTERING SEG I REACH I IS 04012 MGD ###################################################################### • • *** MODEL SUMMARY DATA **� DISCHARGER NORTH MT.L.LS RFC AREA SURBAST01 040303 RECEIVING STREAM NORTH FORK MTI. L S RTVFR STREAM CLASS: A -TT TROUT , 0io , 7 *8 C S WT.NTFR 701.0 . 1.0, l CFS DESIGN TEMPERATURE 2 21 DEGREES C. WASTFFLOW : .012 Mon I L ENGTH I SI OPE I VFi, OCTTY I DEPTH I KI I KI I K2 I K2 1 Kn I IMILES IFT/MI I FPS i FT I /DAY 1 @20 I/DAY 1 @20 I/DAY I # 1 I I I f I 1 ( I SEGMENT 1 1 0.401 55,001 0,547 1 1,04 1 0,70 1 0.66 1 51..101 50.001 0.001 REACH t I *** INPUT DATA SUMMARY *** I FKOW I CBOD I NROD I D.0, I I CFS I MG/L. I MG/L I MG/L.. I SEGMENT 1 REACH 1. I I 9 ! l WASTE 1 0,019 11.75,000 1 0.000 1 0.000 1 HEA.DWATFRSI 7.800 1 2.000 1 0,000 1 8000 1 TRIBUTARY 1 0.000 1 0.000 1 0.000 1 0.000 ! RUNOFF * 1 5.500 1 2.000 1 0.000 1 8.1.00 1 RUNOFF FLOW IS IN CFS/MILE . . ' . . DISCHARGER + NORTH MJLLS RIVER RFC ARFA RECEIVING STREAM � NORTH FORK MILiS RIVER WASTEFLOW ^012 | GEG NO | REACH | SEG MI | DO | CBOD | NBOD | FLOW | | O~OO| 8^081 2.401 0^001 7,821 | 1 | 1 | 0^101 8.471 2^351 O^OO| 8^371 | 1 | 1 | 0.201 8^671 2,311 O°OO| 8^921 | 1 | 1 | 04301 8,781 2^281 O^OO| 9^471 | 0.401 8^841 2^241 O^O0| 10^021 | 1 | 1 | O,OO| 8°081 2~401 O,OO| 7^821 | 1 | 1 | 0.101 8^471 24361 0.001 8,371 | 1 | 1 | 0^201 8^671 2,331 O,OO| 8^921 | 1 | 1 | 0^301 8,781 2.281 0^001 9^471 | 1 ) 1 | 0,401 8^841 2^251 0,001 104021 | 1 | 1 | O.00| 8~081 2^401 0.001 7^821 1 0^101 8.471 2.361 0^001 8,371 | 0^201 8^671 2,321 0~001 8,921 � 1 | 1 / 0^301 8^781 2^281 O.00> 9^471 | 1 | 1 | 0,401 8.841 2~251 O,OO| 10^021 i 1 | 1 | O^OO| 8^081 2^401 O^OO| 7^821 | 1 | 1 } 0^101 8.471 2^361 0^001 8.371 | 1 | 1 | 0,201 8^671 2^321 0^001 84921 | 1 | 1 | 0.301 8^781 2.281 O,OO| 9,471 | 1 | 1 | 0,401 8,841 2^251 O.00| 10,021 | 1 | 1 ! 0,001 8,081 2.411 O^OO| 7^821 | 1 { 1 | 0^101 8,471 2^361 0,001 8^371 | 1 | 1 | 0^201 8^671 2^321 O^OO| 8^921 | 1 | 1 | 0,301 8,781 2.281 0,001 9,471 | 1 | 1 | 0,401 8^841 2^251 0,001 10~021 | 1 | 1 | O,OO| 8.081 2^411 0~001 7.821 | 1 | 1 | 0,101 8,471 21361 0^001 8,371 | 1 | 1 | 0^201 84671 2^321 0,001 8^921 | 1 | 1 | O^301 8,781 2^291 O.00| 9^471 ) 1 | 1 | 0~401 8,841 2,251 0.001 10^021 | 1 | 1 | O.00| 8^081 2^411 O^OO| 7^821