NC0022900_Wasteload Allocation_19840514

Facility Name: _5U.4 CA ✓
NPDES WASTE LOAD ALLOCATION
cJ /'I -fcc f
e5
Engineer
Date Rec.
#
Q D
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- - 1
Date:
Existing /Q DU .
Permit No.: KtE Pipe No. County: s
Proposed � tr-, K c ')
I 0. 7.5
Design'Capacity (MGD):_ /.o /EGD Industrial (% of Flow): Domestic (% of Flow): /0 O�
Receiving
Stream: Ll�
Class: �4-�Sub-Basin:
y
J ` 0
Reference
USGS Quad : Y -r1 l/e C_"i S , (Please attach)
Requestor : �tE�t!/v
/
ds •�
Regional
Office
(Guile IWN=, if &WhAk, are to he hated on the hack of this form.)
Design Temp.: 7_0 Drainage Area: 6 Avg. Streamflow:
7Q10: 4� Winter 7Q10: 30Q2:
Location of D.O.minimum (miles below outfall): 0 Slope:-- i� -7 Pp
Velocity (fps): O LSj Kl (base e, per day, 200C): ©'S-5 K2 (base e, per day, 200C): 7T6
Effluent
Characteristics
-Monthly
Average
Comments
Vin-
b-
S 0
(+
_t e -A C.1a,w.
(600
rlb0,,�
Effluent Monthly
Characteristics Average Comments
Original Allocation
Revised Allocation Date(s) of Revision(s)
(Please attach previous allocation)
Confirmation
Prepared By: �C, , pf, UC Reviewed By: �t!/✓l. Date: ��' 36 �b'/
P

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
0

FACILITY NAME
TYPE OF WASTE
COUNTY
RLOIONAL OFFICE
RECFIVTNG STREAM
7Q LO « .7 CFS
DRAINAGE AREA
REQUEST NO. « 956
WASTF.LOAD ALLOCATION APPROVAL. FORM
« SUGAR MOUNTAIN UTTI._ITIES
DOMESTIC
« AVERY
« ASHEVIL.LE REQUESTOR « HEATH DOBSON
« ELK RIVER SUBDASIN « 040201
W7010 « CFS 3002 « CFS
« ?.6 SQ.MI. STREAM CLASS «C
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW(S)
(MGD)
«
.75 1.0
PROPOSED EXPANSIONt LIMITS
BOD -5
(MG/L)
«
30
APPLY TO BOTH WASTEFLOWS.
NH3-N
(MG/L)
«
D.0, LIMTT NOT REQUIRED IN
D.O.
(MG/L)
5
WINTER.
PH
(SU)
«
6-9
FECAL COLIFORM
(/100ML.)«
1000
TSS
(MG/L)
«
30
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FACILITY IS « PROPOSED ( ) EXISTING (& ) NEW ( )
LIMITS ARE « REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVTEWED AND RECOMMENDED BY:
MODELER
{SUPERVISORYMODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
Ne _Q�/-c�(.I�ATE
«,_._.--.- - - . _-- - -- - - - _ ...._DATE

I LENGTH I SLOPE I VFl OCITY I DEPTH I KI I Kn I SOCA I K? I NetPS I
I PILES I F1 /Ml I FPS I FT i /DAY I /DAY IMS/ted Ii I /DAY I MB/L/D I
I f I I I I I I I I
SEGMENT 1 I 1.001L97.001 04255 1 0.78 1 0.55 1 0.00 1 0.01 50.001 0.001
PEACH I I I I I I I I I I I
ALL RATES ARE AT 20 DEGREES G*
*** TNPUT DATA SUMMARY ***
I
FLOW
I CF.OD I
NBOD I
`
I
%I`** MODEL SUMMARY DATA
I MO/L I
DISCHARGER
t
SUGAR MOUNTAIN UTII_T.TTF.S
SUDDASIN t 040201
RECEIVING STREAM
:
ELK RIVER
STREAM CLASS: C
7Q10
t
.7 CFS
WINTFR 7010 t CFS
DESIGN 1EMPERATURE
:
20 DEGREES C.
WASTEFLOW t 1 MOD
I LENGTH I SLOPE I VFl OCITY I DEPTH I KI I Kn I SOCA I K? I NetPS I
I PILES I F1 /Ml I FPS I FT i /DAY I /DAY IMS/ted Ii I /DAY I MB/L/D I
I f I I I I I I I I
SEGMENT 1 I 1.001L97.001 04255 1 0.78 1 0.55 1 0.00 1 0.01 50.001 0.001
PEACH I I I I I I I I I I I
ALL RATES ARE AT 20 DEGREES G*
*** TNPUT DATA SUMMARY ***
I
FLOW
I CF.OD I
NBOD I
D.O. I
I
CFS
I MO/L I
SSG/L I
MG/L I
I
SEGMENT ] REACH 1 I
I I
I
I
I
WASTE 1
1.550
1129.000 1
0+000 1
5.000 1
HEADWATERSI
0.700
1 2.000 1
0.000 1
8.300 1
TRIBUTARY 1
0.000
1 0.000 1
0.000 1
0.000 1
RUNOFF 1
0.100
1 2.000 1
0.000 1
8.300 1
>; RUNOFF FLOW IS TN CFS/MILE

MODEL RESULTS **********
DISCHARGER :SUGAR MOUNTATN UTILITIES
RECEIVING STREAM !ELK RIVER
**********************************************************************
THE END D^O^ IS 8^37 MG/L.
************************************************************ *******
THE END CBOD IS 75^22 MG/L. -' ' -_ �~�� 2,
********************************************************************** .0..0.
THE END NBOD IS 0.00 MG/L.
**********************************************************************
lHE D.O. MIN, OF SFGMENT i IS 6^03 MG/L.
THIS MlNlMUM IS LOCATED AT SEGMENT MILEPOINT O
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 RFACH 1 IS 129 MG/L. OF CBOD
THE WiA FOR SEGMENT 1 REACH 1 IS O MG/L OF NBOD
7||F REQUIRED FFFLUENT D.O. IS 5 MG/L.
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 1 MGD