NCG550233_Wasteload Allocation_19830510

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�M ,(� NPDES WASTE LOAD ALLOCATION
+' 044a 6 -0-1, 0 Date: S/It5f f3 - •a� Facility Name: '
E /Goo 7 A/G6-55oz33 • °
c Existing 1 1
v Permit No. . Pipe No. : County: •
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co Proposed 1 xi rcZ�.bo,
Design Capacity (MGD) : . 0004' Industrial (% of Flow) : Domestic (% of Flow) : / -
Receiving Stream: 141L.t 4 l t� Class: 0 Sub-Basin: d‘05of'
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Reference USGS Quad: S '''� k (Please attach) Requestor: I � - Regional Office R'
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5 (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : e_ Drainage Area: 045,3 r,,,2 Avg. Streamflow: 3; C
7Q10: ' , Winter 7Q10: 5. D 3 s 30Q2: q,S
.C� LO4f( .
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Location of D.O.minimum (miles below outfall) : Slope: - iVelocity (fps) : K1 (base e, per day, 20°C) : K2 (base e, per day, 20°C) :
I Effluent Monthly Effluent MonthlyCharacteristics Average Comments Characteristics Average CommentsEiC' I 1 ._..- �o j9 < .
It- . ___,
Original Allocation
-
Revised Allocation 1 j Date(s) of Revision(s) P 1 0 T T-E D
(Please attach previous allocation)
n
repared By: eviewed By: Date: (o 5 83

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 •

REQUEST NO . : 6G3
:*:*4*4*4*:****:*****:**** WASTE! OAD ALLOCATION APPROVAL. FORM ****4*.kk*********4#4
FACILITY NAME : PEARL GOFORTH RES
TYPE OF WASTE : DOMESTIC
COUNTY : MADISON
REGIONAL OFFICE : ASHEVILLE REQUESTOR : IIAX HANER
RECEIVING STREAM : SPRING CREEF. SUBBASIN : 040304
7[10 : 3 . 7 CFS W7010 : 5 . 8 CFS 3002 : 9 . 5 IFS
DRAINAGE AREA : 25 . 3 SQ . MI . STREAM CLASS :C..- fr
***********:************* RECOMMENDED EFFLUENT LIMITS :10. 4 *:; :t******# **:*4****4
WASTEFLOW( S) ( MGD ) : . 001
DOD-5 (MG/L ) : 30
NH3-N ( MG/L) :
D. O . ( MG/L) :
F' ( : q
FECAL COLIFORM ( /1/1GGML ) : eI1A4aI
TSS ( MG/L ) : 3G
******44******************* *************************************:***:***4* K.444;f.4.*I
I FACILITY TS : PROPOSED ( ) EXISTING ( ) NEW (
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED I
REVIEWED AND RECOMMENDED BY :
__ __ __DATE :� ��0�8 '
MODELER : _ __ __ _ _ _ _
SUPERVISOR • MODELING GROUP . .. _VI DATE :s`./a7,4.. ..._._.
REGIONAL SUPERVISOR''' : (_1., DATE : 613v e2
PERMITS MANAGER . ___ ___ _ _../_ _ .... DATE . _ f! J__..

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********** MODEL RESULTS ******#:***
DISCHARGER : PEARL GOFORTH RES
RECEIVING STREAM : SPRING CREEK
*********************************************:4**:***:**4*********4*:*****
THE END D .O . IS 9 . 16 MG/L
**********:******************************************:*********4* K******
THE END CBOD IS 1 . 78 MG/L
***************************.*****:****:*****:*************************4***
THE END NBOD IS 0 . 00 MG/L
****************************************************:*******:t:* :**4*:****
THE D . O . MIN . OF SEGMENT 1 IS 8 . 30 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD
THE WLA FOR SEGMENT 1. REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D . O . IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 1 . 0E-3 MOD
**********************4:4***:4***4******** :fir.****************************

•
** MODEL SUMMARY DATA ***
DISCHARGER PEARL GOFORTH RES SUBBASIN 040301
RECEIVING STREAM SPRING CREEK STREAM CLASS . C-TR
7010 3 . 7 CFS WINTER 7 010 1 5 . 8 CFS
DESIGN TEMPERATURE 20 DEGREES C. WASTEFLOW : 0 . 001 MGD
ILENGTH1SLOPE I VELOCITY ( DEPTH I K1 1 Kr I Kn 1 K2 1 Oro I
IMILES IFT/MI I FPS I FT i /DAY I /DAY I /DAY 1 /DAY ( CFS/MII
I I I I I I I 1 I
SEGMENT 1 I 1 . 001 54 . 601 0 . 20 11 . 10 1 0 . 4o 10 . 46 10 . 00 19 . 92 10 . 00 I
REACH 1 1 I I I I I I 1 I 1
ALL RATES ARE AT 20 DEGREES C .
*** INPUT DATA SUMMARY ***
FLOW 1 CBOD I NBOD I D .O. I
i CFS I MG/ L i Mi-i L i MG:L
I I I I I
SEGMENT 1 REACH 1 I I 1 I I
WASTE I 0 .00 1110 . 00 I 0 . 00 I 0 . 00 I
HEADWATERS ( 3 . 70 I 2 . 00 I 0 . 00 I 8. 30 I
TRIBUTARY 1 0 . 00 I 0 . 00 I 0. 00 I 0 .00 I
RUNOFF * 1 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I
* RUNOFF FLOW IS IN CFS/MILE