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WQ0021934_Wasteload Allocation_19840726
Facility Name: Existing a ProposedrX � I /A9 WES WASTE LOAD ALLOCATION Engineer Date Rec. # Date: %— s,= Q'`! Permit No.: r/oPipe No. 0 County: Design Capacity (MGD) : _0 • Oo g Industrial (% of Flow) : d Domestic (% of Flow) : Z 0 CD Receiving Stream: (t .r• c,,I"g Class: C- Sub -Basin: 6 3 - O R - .3 '% Reference USGS Quad: G- Py N141 (Please attach) Requestor: Regional Office ,/l tqd (C"a lieebt m, if oppkaw, we to k Eatw on the back of this form.) t Design Temp.: Z �� Drainage Area: 2 Avg. Streamflow: 0,z S7 S 7Q10: Winter 7Q10: © c 30Q2: Location of D.O.minimum (miles below outfall): Z Slope: (04 :I r Velocity (fps) : 0,160 Kl (base e, per day, 2,eI�C) : (' Z2 K2 (base e, per day, S e> C xq%11t W Effluent Characteristics Monthly Average Comments ?�? 16 1 7, 0 ` 4 r c I G (be rti —tS o 30 w Effluent Monthly Characteristics Average Comments .J Original Allocation Revised Allocation 71 Date(s) of Revision(s) Uo (Please attach previous allocation) 1 Confirmation •Q40 ��-�.5!' 7�i'Y z ;%Pre ared B Reviewed By : �'�`et Date: REQUEST NO, 996 *************** * WASTEL_OAD AKL..00ATTON APPROVAK FORM FACILITY NAME TYPE OF WASTE COUNTY REGIONAL OFFICE RECEIVING STREAM 7010 t 0 CFS DRAINAGE AREA SADDLEWOOD SUBDIVISION t DOMESTIC t GASTON�-� MOORE:SVILL.E REQUFSTOR t L.ARRY COPL..E UT-CROWDERS CRFFK SUBBASTN t 030R3-' W7010 t 0 CFS 3002 t CFS t .25 O. MI . STREAM CLASS t C ********************* RECOMMENDED EFFLUENT LIMITS WASTEFL..OW(S) (MGD) t .009 .009 FOOD--5 (MG/L) t 16 17 NH3--N (MG/L..) t 9 12 D.O. (MG/L) t b b PH (SU) t 6-8 .5, b-G . 5 FECAL COLIFORM (/100ML)t 1000 1000 TSS (MG/L.) t 30 30 SUMMER AND WTNTFR !_.IMTTS RESFFCTIVFLY. 11 H 1 A 19884 WATER QUALITY SECTION FACILITY IS t PROPOSED { ✓ ) EXISTING { ) NEW t } LIMITS ARE t REVISION ( } CONFIRMATION t ) OF THOSE PREVIOUSLY ISSUED REVIEWED AND RECOMMENDED BY; MODELER SUFERV.T. SOR P MODFL T NG GROUT' REGIONAL SUPERVISOR PERMITS MANAGER _._...._`_._...DATF t...F'!ST _ lt a_._._._._._._ DATE p- .._ -DATE 4-._ Ir i _ 2 k Gtw ' ,009 -OZ t(s, wy so Ys'm ri So' 6 qo 4-OD ' 25"5r01 vc ac G./ 3 ****?k* MODEL. RESULTG DISCHARGER .saddlewood subdi.vbvision RECEIVING STREAM :ut-crowders creek. THE END D.O. IS 5.49 MG/L THE END CBOD IS 33.21 MG/ L THE END NBOD IS 0.00 MG/L THE D.O. M.IN. OF SEGMENT 1 IS 4.90 MG/L THIS MINIMUM IS LOCATED AT SEGMENT MIL_EPOINT 0.2 WHICH IS LOCATED IN REACH NUMBER 1 THE WLA FOR SEGMENT 1 REACH 1 IS 52 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG /L OF NBOD THE REQUIRED EFFLUENT D.O. IS b MG/L THE WASTEFLOW ENTERING SEG I REACH 1 IS 0.009 MG!, ** MODEL SUMMARY DATA *** DISCHARGER Y SADDLEWOOD SURDTVISION SUBBASIN 2 030837 RECEIVING STREAM UT-C:ROWDERS CRFFK STRFAM CLASS: C 701.0 1 0 CFS WINTER 7010 : 0 CFS DESIGN TEMPERATURE 25 DEGREES C. WASTFFIOW I ,00g MGD I LENNTH I SL_OPF I VF..LOC;TTY I DF PTH I Kt ! Kn I SOD 1 K2 I Net.PS 1 I MILES I FT/Mi I FPS I FT i / DAY ! /DAY I MG/M'D I /DAY I MG/L./D I SEGMENT 1 1 0.601104.001 0.100 1 0.10 1 1.22 1 0.00 1 0.01 20.871 0.001 REACH 1. 1 1 1 1 1 1 1 1 1 1 ALA... RATES ARE AT ?`; GFORFF.S C. *** INPUT DATA SUMMARY *** I FKOW I CLOD 1 NBOD I D.O. ! I CFS I MG/L. I MG/ L I MG/L 1 I SEGMENT I REACH 1 I 1 I I I I ! I ! WASTE 1 0.01.4 1 52.000 1 0.000 1 6,000 1 HEADWATERSI 0.000 1 0.000 ! 0.000 1 0.000 1 TRIBUTARY 1 0.000 1 0.000 1 0.000 1 0,000 1 RUNOFF * 1 0.000 1 0.000 ! 0.000 1 0.000 1 * RUNOFF FLOW IS TN CFS/MILE: * ****** MODEL. RFSUL.TS DISCHARGER .SADDLEWOOD SUBDIVISION RECEIVING STREAM :UT--CROWDFRS CREEK THE END U.O. IS 5.20 MOIL THE END CEOD IS 49.96 MG/1- THE END NBOU IS 0.00 MG/L THE D.O. M.T.N. OF SEGMENT 1. 15 4.91 MG/L. THIS MINIMUM IS LOCATEU AT SEGMENT MIL..EPOTNT 0.2 WHICH IS LOCATED IN REACH NUMBER 1 THE WLA FOR SEGMENT 1 REACH 1 IS 65 MG/L. OF CBOD THE WL..A FOR SEGMENT 1 REACH 1 IS 0 MG/I... OF NBOD THE REQUIRED EFFLUENT U.O. IS 6 MOIL THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.009 MOD ** MODEL SUMMARY DATA **1: DISCHARGER SADC.LEWOOD SI.BOTVTSTON S1.IBBASTN 1 030337 RECEIVING STREAM UT--CROWDERS CREEK STREAM CLASS: C 7010 I 0 CFS W.T.NTF.R 7010 ! 0 CFS DESIGN TEMPERATURE 15 DEGREES C. WASTFFIOW I .009 MGD I LENGTH I SCOPE I VFLOC,TTY I T.EPTH I Kt I Kra I SOD I K? I NetPS I I MILES I FT/M.T. I FPS I FT I /DAY I /TRAY I MG/ M2D I /DAY I MG/L/T! I SEGMENT 1 1 0.601104.001 0.100 1 0.10 1 0.77 f 0.00 1 0.01 16.791 0.001 REACH 1 I I I I I I I I ! ! WINTER MODEL ALL RATFS ARF AT 15 DEGREES C. *** INPUT DATA SUMMARY *** I F!_OW I CBOD I NROD I D.O. ! I CFS I MG/I.. I MG/L I MG/L. I I SEGMENT 1 REACH 1 1 ! I ! I f I I ► WASTE 1 0.014 1 65.000 1 0.000 1 6.000 1 HEADWATERS1 0.000 I 0.000 1 0.000 1 0.000 1 TRIBUTARY 1 0.000 1 0.000 1 0.000 1 0.000 1 RUNOFF * 1 0.000 1 0.000 1 0.000 1 0.000 1 * RUNOFF FLOW IS IN CFS/MILE-.':