NCG550291_Wasteload Allocation_19840510

Engineer Date Rec. l #
NPDESI WASTE LOAD ALLOCATION ,I I 5 . .
GA Facility Name: G± 4 o GI drt4� Z.x40,ive�� � �Date: - '.
,✓cC-ssoz4/
v Existing n Permit No. : Pipe No. : C D / County: _ "°AC:45"r/ .
to Proposed a. O� S 41/
y' Design Capacity (MG1i7 Industrial (% of Flow) : �/ Domestic (% of Flow) : /BO O
�� r S '7 " cz �',� y ,,I (D3°T'4')
Receiving Stream:--, . _4 Class: Sub-Basin:
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Reference USGS Quad:C-285' (Please attach) Requestor:1'1' 4 S6N Regional Office lej��el"
°c (Guideline limitations, if applicable, are to be listed on the back of this form.)
.
Design Temp. : 26 t i o C, Drainage Area: O, 0 ( 4,'"'I- Avg. Streamflow:
7Q10: 0 C4-4 Winter 7Q10: . 30Q2: _
{' Location of D.O.minimum (miles below outfall) : Slope: BIZ '��'^
E
Velocity (fps) : , , �° Kl (base:" day, 20°C) : 2� /' 7� K2 (base e, per day, 20°C) :
0
w
0 5`w , �'
,� Effluent Monthly CC AL Effluent Monthly
CD
Characteristics Average �"`a Characteristics Average Comments
�in
� 3�D� I�f 30 °` � '
---:
`s 30 3a ���I9
74
co -( woo i 000 //off
_pf.) 6'�' b-fs''y S i
Original Allocation 1 '-'' ! -.-; 'i
/// Revised Allocation l ( Dates) of Revision(s) . '�� =•
pl,
(Please attach previous allocation)
122
Q ConfirmationEl
Prepared By: �'j,+t�,*i1 Reviewed By: /�W,l M.h.lie‘,4141-- Date: "G7

1111
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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,AL SURVEY RALEIGH, NORTH CAP
STANLEYVILLE r5 Mr. 4956 II NE
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REQUEST NO . : 1155
,
***:*****************:* WASTFIOAD AI.L.00ATT.ON APPROVAL. FORM *********************
RECEIVED
FACILITY NAME : GERAL.D W . SAPP RESIDENCE N.C. Dept. NRCD
MAY ?2 1984
TYPE OF WASTE : DOMESTIC
Div+<. . .
COUNTY : FORSYTH Environmen:a: -, :
Winston-Salem:.^:e:6-1:1 ;f-iceent
O
REGIONAL OFFICE : WINSTON—SAI. FM REOUESTOR : I
RECEIVING STREAM : UT SMITH CREEKSIiEBASTN : 030704
7010 : 0. 0 CFS W701.0 : 0 , 0 CFS 3002 : 0 .0 CFS
DRAINAGE_ AREA : 0 .01 SQ .MI . STREAM CI ASS :A—T. I
************************ RECOMMENDED EFFLUENT LIMITS **R1:4******4*1*E* *****
WASTEFLOW( S) ( MOD) : . 0006 .0006
BOD-5 (MG/I...) : 19 30 1,'f+Tr 'ION
NH3—N ( MG/1.. ) : 12
D . O. ( M G/L..) : 6 6
PH (SU) : 6-8.5 6-8 .5
FECAL COLIFORM ( /100ML ) : 1000 1000
rss (MG/I.. ) : 30 30
4:**:**; *******:**:*:******:*:*********************:$.***********:************************
IACIL..ITY TS : PROPOSED ( 4 EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE F'REVIOUSI..Y ISSUED
REVIEWED AND RECOMMENDED BY :
MODELER
SUF'F.RVI50R: MOT.iEL..T.NG GROUP : .... ........_ .:._ � :_...DATE : . �/7_ _
r . /�G-0 .e,e `4; . _-,d DATE :.._......22 gi.-
FiE=GI�NAL •SUPERVISOR . ___... _ _ _ ....
ma's ,y
u S MANAGER- li 2_.. _._... _ DATE :...: a3 ct_
PERMITS MAi��AuCR .._. ..

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•
********** MODE!.. RESULTS **********
DISCHARGER .GERAI..rj W . SAPP RESIDENCE
IECF:IVING STREAM : UT SMITH CREEK
********************************************: *************************
THE END U . O. IS 6 . 94 MG/L
:;:*********************************************************************
THE END CBOD IS 74 . 66 MG/L
**********************.***********************************************
THE END NDOU IS 0 .00 MG/L
I'h *********************************************************:***********
THE U .O . MT.N . OF SEGMENT 1 IS 5 . 09 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OINT 0 . 7
WHICH IS I_.00ATFC' IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1. IS 67 MG/I.. OF CBOU
THE WI..A FOR SEGMENT 1 REACH 1 TS 0 MG/I.. OF NBOD
THE REQUIRED EFFLUENT U .O. IS 6 MG/L
THE.. WAS1'EF'L.OW ENTERING SEG 1 REACH 1 IS ,6 .0E-4 MOD
**********************************************************************

r
*** MODEl. SUMMARY DATA ***
DISCHARGER : SAF'P RESIDENCE. SUBBASIN : 030704
RECEIVING STREAM : UT SMITH CREEK STREAM CLASS: A-II
7010 : 0 .0 CFS WINTER 7010 : 0.0 CFS
DESIGN TEMPERATURE : 25 DEGREES C. WASTEFLOW : . 0006 MOD
ILENGTHISLOPE I VELOCITY IDEPTH I K1 I Kn I SOD I K2 1 NetPSI
IMILES IFT/MI I FPS I FT I /DAY I /DAY 1MG/MIDI /DAY IMG/L./TiI
t 1 I 1
SEGMENT 1 I 1 . 301112 . 001 0. 100 10.09 11. . 26 10.00 I 0 . 01 22 . 481 0.001
REACH 1 I I I I I 1 I I 1 1
ALL. RATES ARE AT 25 DEGREES C .
*** INPUT DATA SUMMARY ***
I FLOW I CBOD I NBOD I U.Q. I
I CFS I MG/L. I MG/L. I MG/L. I
--------------------
I I 1 1 I
SEGMENT 1 REACH 1
WASTE I 0. 001 1 67. 000 I 0 . 000 I 6.000 I
HEADWATERSI 0 .000 1 0 .000 I 0. 000 I 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 FL f1W JS TN CFS/MILE

r
. .
*** MODEI. SUMMARY DATA ***
DISCHARGER : SAPF' RESIDENCE SURBASI.N : 030704
RECEIVING STREAM . UT SMI1 H CREEK STREAM CI ASS:
A-I I
7010 : 0 .0 CFS WINTER 701.0 : 0.0 CFS
DESIGN TEMPERATURE : 15 DEGREES C . WASTEFLOW : .0006 MOD
I L..ENGTH I SI..OFF 1 VE..1..00I.TY I DEPTH 1 K1. I Kn I SOD I K2 I NetPS I
1MILES IFT/MI I FPS 1 FT I /DAY I /DAY IMG/M?DI /DAY IMG/I /DI
SEGMENT 1 I 1 . 301112 . 001 0. 1.00 10.09 10. 79 10 .00 I 0. 01 18.081 0 .001
REACH 1. I 1 l I 1 I I I 1 l
All RATES ARE AT 1.9 DEGREES C .
*** INPUT DATA SUMMARY ***
I FLOW 1 CROD 1 NHOD I D.O. I
i CFS i MG/l. I MG/l. I MG/I.. I
I I I I I
SEGMENT l REACH 1 I 1 I I I
WASTE I 0 .001 11.27. 000 I 0 .000 I 6.000 I
1 HEADWATERS I 0.000 I 0 .000 I 0 .000 I 1 .800 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 IN CFS/MILE