NCG550281_Wasteload Allocation_19840424

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NotE CFFAaG€ro -so Gt N 'tni<i- 1?a^a►►-;r o N gAg3 Engineer Date Rec. #
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NPDES WASTE LOAD ALLOCATION '2_ 4-- Q.I �((45l "
JR Facility Name: C�,�T�:�. NPDES
C Date:
1.)GGS5o zg,1
e.1 Existing permit No. : -0ee$5 �Z 15 S Pipe No. : d� County: f'v�S�Ty
a Proposed ,' /
Design Capacity (MGD) :0•
ODD�o Industrial (% of Flow) : Domestic (% of Flow) : /00d �69
4 / !/E- a 00� 5#490#() �cad7a2
Receiving Stream: �T�"4�N �� Class: Sub-Basin:
= A /,A/ 1� ��
c Reference USGS Quad: D /'71 V t4 (Please attach) Requestor:L,/- 0t7 ut J Regional Office wZ
°= (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : ZC /# 5 17C Drainage Area: . 1 0", Z Avg. Streamflow:
7Q1O: 0 c'45 Winter 7Q1O: 3OQ2:
;r ., ZvN 72 X0.,
a� Location of D.O.minimum (miles below outfall) : I Slope: P
Velocity (fps) : . i / , 1 K1 (base e, per day, 200C) : _ /.7 79 K2 (base e, per day, 2OoC) : /N•`f5/u/- ICZ
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.r Effluent Monthly Ckke. 1...14 Effluent Monthly
N
a) Characteristics Average h�� Comments Characteristics Average Comments n
y Nit,,
N 1Hf.) ______ __ .____ ___ _
w -
'= l '30 30 ,11 (l
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a) 'QCc� 2o(, IDOo) (G(X) //� wS
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,Original Allocation
D4 Revised Allocation Date(s) of Revision(s) _____MLO -:.: 4 D
60
El I l (Please attach previous allocation)
�. Confirmation
J Prepared By: rit.i..t.r0 ()( , ..- Reviewed By: ~ Date: S 9'gy

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference

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REQUEST NO. : 1145
****•**************** WASTEI..OAD ALLOCATION AF'F';;O Al. FORME AC*******************;,:
RECEfYEt - ;
N.C. Opt_ I(RCO
FACILITY NAME : CARTER RESIDENCE MAY 4 14
TYPE OF WASTE : DOMESTIC Uivis;c: -:.I -
Envi ron mcrita I.Managertivnt
COUNTY : FORSYTH Winston-Salem'Reg. Office
REGIONAL OFFICE : WINSTON SALEM RFQUFSTOR : L . L . ANIDERSON
RECEIVING STREAM : UT YADKIN RIVER SIJBBASIN : 030702
7010 : 0. 0 CFS W7010 : 0 .0 CFS 3002 : CFS
DRAINAGE AREA : . 1 SQ .MI . STREAM CLASS :A-II
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTFFI_OW( S) ( MGLi ) .0006 .0006 RECEIVED
BOD-5 (MG/L ) : 19 30
NH3-N ( MG/I.. ) : 7 14
D .O . (MG/L) : 6 6
PH ( SU) : 6-8 . 5 6-8 .5 MAY 7 !984
FECAL COLIFORM ( /100ML) : 1000 1000 WATEP C�rE�t'.r v
TSS ( MG/L) : 30 30 r T: SECTION
OP r1 4RANcH
********************************************************************************
FACILITY IS : PROPOSED ( / ) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
MODELER :__Y 1u��1. QL-4 DATE :....C_" L - g4
SUPERVISOR , MODF.L_ING GROUP .... . .��h_ .��v _ _ ATE.. : ._S.2- ` __
;� 1 --I�A T E : S
REGIONAL SUPERVISOR . _ _._ _ _. -l�� � � _-•- _._._._.Y
PERMITS MANAGER : ... /f . .l�tt -4_._ _._ ......DATE.. : _€1_/ 7

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*** MODEL. SUMMARY DATA ***
DISCHARGER : UT YADKIN RIVER SUDBASIN : 070702
RECEIVING STREAM : UT YADKIN STREAM CI ASS : A-TI
7010 : 0 .0 CFS WINTER 7010 : 0 . 0 CFS
DESIGN TEMPERATURE : 15 DEGREES C . WASTEFLOW : . 0006 MOD
ILENGTHlSLOPE I VELOCITY IDEPTH I Ni I Kn 191D I K2 I NetPSI
IMILES IFT/MI I FPS 1 FT I /DAY I /DAY IMG/M7r.► I /DAY IMG/I../DI
1 I I I I I I I 1 1
SEGMENT 1 I 0 .551 72.001 0. 100 10 .09 10 . 79 10 .00 I 0. 01 11 . 621 0. 001
REACH 1. I I I I I I I I I I
ALI... RATES ARE AT 15 DEGREES C .
*** INPUT DATA SUMMARY ***
I FI..OW I CBOL► I NBOL► 1 D.O . I
1 CFS i MG/L I MG/L I MG/L. I
I I I I 1
SEGMENT 1 REACH 1 I I I I I
WASTE I 0 . 001 187 .000 I 0 .000 I 6. 000 I
HEADWATERS I 0 .000 I 0 .000 I 0 . 000 I 1 .800 1
TRIBUTARY I 0.000 I 0 . 000 I 0 .000 I 0. 000 I
RUNOFF * I 0 .000 I 0 .000 I 0 .000 I 0 .000 I
---- ---- * RUNOFF FLOW TS TN CFS/MILE

*** MODEL.. SUMMARY DATA ***
DISCHARGER CARTER RESIDENCE SUBBASIN : 030702
RECEIVING STREAM UT YADKIN STREAM CI ASS: A-TI
7010 : 0 . 0 CFS WINTER 7010 : 0.0 CF.':
DESIGN TEMPERATURE 25 DEGREE'S C . WASTFFLOW : .0006 tint'
I LENGTH I SI...OPF.. I VEIOCITY I DEPTH I K1. I Kn I SOD I K? 1 NetPS I
IMILES IFT/MI I FPS I FT I /DAY I /DAY IMG/MITI /DAY IMO/I../TiI
I I I 1 I i I I I I
SEGMENT 1 I 0.551 72.001 0 . 100 10 .09 I :1 . 26 1 0.00 I 0. 01 14 . 451 0 .001
REACH 1 I I I I I I I I 1 I
AIL_. RATES ARE AT 25 DEGREES C .
*** INPUT DATA SUMMARY ***
i FLOW I CBOTt I NBOt 1 B .O . I
I CFS I MG/I.. i MG/1. I MG/L I
i I I I I
SEGMENT 1 REACH 1 I I ! I !
WASTE I 0 .001. 147 . 000 I 0 , 000 I 6 .000 I
HEADWATERS I 0 .000 I 0 .000 I 0 .000 1 0 .000 I
TRIBUTARY I 0.000 I 0.000 I 0 . 000 I 0 .000 I
RUNOFF * I 0.000 I 0 . 000 i 0 . 000 I 0 . 000 I
* RUNOFF FLOW IS TN CFS/MILE

•
********** MODEL. RESULTS 'k:*`t::***-****
i
DISCHARGER •. CARTER RESIDENCE
RECEIVING STREAM :UT YADKIN RIVER
****************************************** '******;t**:*# :***************
THE END D. O. IS 5. 48 MG/L
*******************************:***********:*:********:* :*:********:********.
THE END CBOD IS 30 . 79 MG/L
************************************** :k****:K*:****** *:#:* K*.k. ****:*
THE END N8OD IS 0 . 00 MG/L
************:**********************************:*******:'kk:***************
THE D .O . MIN . OF SEGMENT 1T.S 4 . 91 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF`OINT 0 . 2
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH i. TS 47 MG/L OF CROD
THE WLA FOR SEGMENT' 1 REACH 1 IS 0 MG/I_. OF NBOD
THE REQUIRED EFFLUENT D . O . IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1. TS 6 .0E-4 MOD
****************************************************:*****************4