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Home My WebLink AboutNC0055255_WASTELOAD ALLOCATION_19830103 1 MPDES DOCUMENT SCANNING COVER SHEET NPDES Permit: NC0055255 Crown MHP WWTP Document Type: Permit Issuance Wasteload Allocation . Authorization to Construct (AtC) Permit Modification Headworks Analysis 201 Facilities Plan Instream Assessment (67B) Environmental Assessment (EA) Permit History Document Date: January 3, 1983 This docaameat is printed oa reuse paper-ignore any content oa the reverse Bide Me-, ,4P3 NPDES WASTE LOAD ALLOCATION ��1&'.� �euLcv� I d Facility Name: PlEOPb ` , y'1C TIwKS�� 1" oymuE: 4U _ 11^ T- (g0e. � 1/ F20S Date: IZ - (o-8'2 e G U�L�oizD v Existing Q permit No. : 0C-0 D S S ZSS Pipe No. : 00 J County: � Proposed 0 Design Capacity (MGD) : 0 . 12S Industrial (% of Flow): '—' Domestic (% of Flow) : 100 c 03 -O 6 - a 8 Receiving Stream: U.T. (v bl!5 ALA HAjjkEr-g-K-.Class: QAU� Sub-Basin: Cu"A'K ` , 1 I Reference USGS Quad:(S?-Q .DP LF' ' RhIG .(Please attach) Requestor: J M k)#9 6o 4 Regional Office LO S IE>CD 17 20 t'M (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp. : Drainage Area: Avg. Streamflow: 7Q10: Winter 7Q10: 30Q2: 0 d Location of D.O.minimum (miles below outfall) : Slope: Velocity (fps) : Kl (base e, per day, 200C) : K2 (base e, per day, 200C) : 0 cs 0 y Effluent Monthly Effluent Monthly a+ Characteristics Average Comments ICharacteris Average Comments c, mo y by 5 Lmo d _ Original Allocation E3/ Revi Allocation Date(s) of Revision(s) 4 (Please attach previous allocation) Prepared By: Reviewed By Date: 1-3 - 93 REQUEST NO . 471 *** **w % ffiK** kilk WASTELOAD ALLOCATION APPROVAL FORM M FACILITY NAME : CROWN MHP x ��/om TYPE OF WASTE DOMESTIC DEC 141982 COUNTY : GUILFORD 91ATER QUALITY DN. REGIONAL OFFICE : WINSTON-SALEM REQUESTOR : JIM WATSON 03 —0(rt'Oc9 RECEIVING STREAM DIG ALA\MANCE CREEK SUBDASIN 03 06 93 7010 : . 1 CFS W7010 : CFS 3002 : CFS DRAINAGE AREA : 9 . 71 SQ . MI . STREAM CLASS * AII RECOMMENDED EFFLUENT LIMITS * *****#**** **** ***** WASTEFLOW ( S ) ( MOD) : 0. 125 DOD-5 (MG/L ) : 16 NH3-N ( MG/L ) : 5 D . O. (MG/L) 5 PH ( SU) : 6-8 . 3 FECAL COLIFORM ( /100ML ) : 1000 TSS (MG/L ) 30 FACILITY IS : PROPOSED ( i,, EXISTING ( ) NEW ( ) LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED REVIEWED AND RECOMMENDED BY . MODELER : -_ - - -- - --------DATE SUPERVISORYMODELING GROUP :_ J� _ _ _ -DATE : _FeZ_'_,9'_�+� REGIONAL SUPERVISOR ATE -- 4rA_ PERMITS MANAGER DATE - APPROVED BY DIVISION DIRECTOR : .� -----------------DATE 030(003 Prop I —� t2o_0n—LM—ivt ac7Sit/ � (,�� dloclnra}u.o 4 oq +'I �I lro = O l cF3 . 2 PA X Lo G �50 (Oao a,3 Flo ******** * MODEL RESULTS *********# DISCHARGER : CROWN MHP RECEIVING STREAM : RIG ALAMANCE CREEK THE END D . O . IS 5 . B3 MG/L THE END CBOD IS 12 .86 MG/L THE END NBOD IS 0 .00 MG/L THE D .O . MIN . OF SEGMENT 1 IS, 5 . 07 MG/L THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0 .7 WHICH IS LOCATED IN REACH NUMBER 1 THE WLA FOR SEGMENT 1 REACH 1 IS 36 MG/L OF CFOD THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D . O. IS 5 MG/L.. THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0 . 125 MGD ** MODEL SUMMARY DATA d3-U6 -US DISCHARGER : CROWN MHP SUBBASIN : 63-05�b3 RECEIVING STREAM : PIG ALAMANCE CREEK STREAM CLASS : All 7010 : . 1 CFS WINTER 7010 : CFS DESIGN TEMPERATURE 25 DEGREES C . WASTEFLOW : 0 . 125 MGD ILENGTHISLOPE I VELOCITY IDEPTH I K1 I Kr I Kn I K2 I Oro I IMILES IFT/MI I FPS I FT I /DAY 1 /LAY I /LAY I /DAY ICFS/MII ------------------------------------------------------------- I I I 1 I I I I I I SEGMENT 1 I 2 .001 15 . 401 0 . 10 1 0 . 44 10 . 52 1 0 . 52 1 0 . 00 13 . 09 1 0 . 00 1 REACH 1 I I I 1 I I I I 1 I --------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ALL RATES ARE AT 25 DEGREES C . * INFUT DATA SUMMARY *** I FLOW I CBOD I NBOD I D .O . I I CFS I MG/L I MG/L I MG/L I --------------------------------------------------------- I I I I I SEGMENT 1 REACH 1 I WASTE 1 0 . 19 1 36 . 00 1 0 .00 1 5 . 00 1 HEADWATERSI 0 . 10 1 2 . 00 1 0 . 00 1 7 . 56 1 TRIBUTARY 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 RUNOFF * 1 0 . 00 1 0 . 00 1 0 . 00 1 0 .00 1 ---------------------------------------------------------- --------------------------------------------------------- ---------------------------------------------------------- ----------------------------------------------------------- RUNOFF FLOW IS IN CFS/MILE