NCG550214_Wasteload Allocation_19830224

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• NPDES WASTE LOAD ALLOCATION •
. Facility Name: LEv' C . STAG( "RES1D _1.(Ca (PRoPoEt;� Date: I- 4- - 83
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J Existing Permit No. : idra,v �f4, O 3 Pipe No. : Oaf County:
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`� Design Capacity (MGI)) : • OOOIS"- Industrial (% of Flow) :
Domestic (% of Flow) : 14"0 7i>
Receiving Stream: V•=• 1-O OW HAERJE T21VER- Class: Sub-Basin: o 3 — O — O
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� Reference USGS Quad:W Es T QUAD. (Please attach) Requestor: Regional Office
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— (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : a S°C Drainage Area: n .CUt n, " Avg. Streamflow:
7Q10: C'a.0 -Winter 7Q10: 30Q2:
°' O.G5 Slope- D. L1.,.7Pm ;+� f 1 '
D.O.minimum miles below out al
� Location of D.O. u ( ) ' P
E Velocity (fps) : 5. 1 K1 (base e, per day, ,AC): I. 1L K2 (base e, per day, ? oC) : 53.5
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... Effluent Monthly Effluent Monthly
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a) Characteristics Average Comments Characteristics Average Comments
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Original Allocation
Revised Allocation 1 I Date(s) of Revision(s) PLoTTED
(Please attach previous allocation)
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Prepared By: _\p•nni r QvS..i1r• Reviewed By: Date: 7
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REQUEST N0 .
WASTELOAD ALLOCATION APPROVAL FORM *********
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FACILITY NAME � LEVY STACY RESID . —~�3
TYPE OF WASTE � DOMESTIC
COUNTY RANDOLPH
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| REGIONAL OFFICE WINSTON—SALEM REQUESTOR 4 JIM WATSON �
RECEIVING STREAM � UT UWHARRIE RIVER SUBBASIN � YA1109
7Q10 O ^ O CFS W7Q10 C F S, 30Q CFS
DRAINAGE AREA + O , O1 SQ ~ MI , STREAM CLASS � C
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW (S) ( MGD ) + ~ 00015
BOD-5 ( MG/L) 17
NH3—N ( MG/L )
D ^ O , ( MG/L) 6
PH ( SU) + 6-8 ~ 5
FECAL COLIFORM ( /1OOML ) � 1000
TSS ( MG/L ) 30
************************ �FXISTING
FACILITY IS � PROPOSED ( ) NEW ( )
LIMITS ARE REVISION ( > CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY ,,
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SUPERVISOR , MODELING GROUP 4ATEoff
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REGIONAL SUPERVISOR ATE � --
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PERMITS MANAGER �^ �n�^—��— /� —��'�--------DATE �
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APPROVED BY �
DIVISION DIRECTOR DATE � — � ���—
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**.: MODEL. SUMMARY .DATA ***:
DISCHARGER LEVY STACY RESIDENCE SUBBASIN YAM'?
RECEIVING STREAM UT UWHARRIE RIVER STREAM CLASS: C
7010 0 . 0 CFS WINTER 7010 : CF'_
DESIGN TEMPERATURE: : 25 DEGREES C . WASTEFLOW 0 . 00015 MOt
I LENGTH I SLOPE 1 VELOCITY ! DEPTH I K1 I Kr I Kn 1 K2 1 Oro 1
! MILES I FT/MI 1 FPS i FT I /IDAY I /DAY I /DAY 1 /DAY ICES/MI 1
SEGMENT 1 ! 0 . 30I266 . 701 0 . 10 I 0.09 I 1 . 26 I 1 . 26 I 0 . 00 153 , 52 1 0 . 00
REACH 1 I 1 I l I I ! I I I
1 ! I ! I I I 1 1 I
SEGMENT 1 I 0 . 551 54 . 501 0 . 10 I 0 . 09 I 1 , 26 1 1 . 26 I 0 . 00 110 . 94 I 0 , 00
I
REACH 2f 1 I I I I i I I 1
ALL RATES ARE AT 25 DEGREES C .

*** INPUT DATA SUMMARY ***
l FLOW 1 CBOt 1 NBOIt l B . O . 1
1 CFS 1 MG/L. 1 MG/L I MG/L I
I 1 I I 1
SEGMENT I REACH 1 1 1 1 I 1
WASTE. I 0 . 00 1 49 . 00 I 0 . 00 I 6. 00 I
HEADLIATERS I 0 . 00 l 0 . 00 1 0 . 00 1 0 .00 1
TRIBUTARY I 0 . 00 1 0 . 00 I 0 . 00 I 0 . 00 1
RUNOFF * I 0 . 00 1 0 . 00 I 0 . 00 I 0 . 00 1
I 1 I I 1
SEGMENT 1 REACH :2. 1 1 I I I
WASTE l 0 . 00 I 0 . 00 1 0 . 00 I 0 . 00 1
TRIBUTARY I 0 . 00 I 0 . 00 1 0 . 00 I 0 . 00 1
RUNOFF *= I 0 . 00 I 0 . 00 1 0 .00 1 MO I
* RUNOFF FLOW IS IN CFS/MILE

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********** MODEL RESULTS
DISCHARGER ZLEVY STACY RESIDENCE
RECEIVING STREAM ! UT UWHARRIE RIVER
**********************************************************************
THE END D . O . IS 5 . 19 MG/L
THE END CBOD IS 25 ^ 49 MG/L
THE END NBOD IS O ^ OO MG/L
THE D . O . MIN . OF SEGMENT 1 IS 4 ^ 93 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0 , 65
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 1 REACH 1 IS 49 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D . O . IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 1 ^ 5E-4 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D . O . IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS O MGD