NC0056561_Wasteload Allocation_19830815

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NPDES
LOAD ALLOCATION
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Facility Name:
1 r L0.gG1 iR. -n-.-
Ir
Date:CL
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Existing
a
permit No.: /U61�Q-
Pipe No.:
County: -
Proposed
ED
Design Capacity
(MGD): 40,/ 0 O Industrial
(% of Flow): Domestic
(% of Flow):
c
Receiving
Stream: �Ta 1 �c- `'�sz�-
Class: Nc- Sub -Basin:
G¢ U3 (JS
c
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Reference
USGS
Quad:
uTlf?1Z NL-(Please attach)
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Requestor: Y�_a4xu
;
Regional Office _
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: ).011G Drainage Area: 35 Mc' Avg. Streamflow: 70 CPS
7Q10: �S Winter 7Q10: 30Q2:
Location of D.O.minimum (miles below outfall): mi Slope: cc��
E Velocity (fps) : O. 5 I Kl (base e, per day, 200C) : ��.5 I K2 (base e, per day, 200C) : 261 318
0
Original Allocation
Revised Allocation
Effluent Monthly
Characteristics Average Comments
Date(s) of Revision(s)
(Please attach previous allocation)
�j Prepared By: jr-nn1�Er 7-kIn
Reviewed By:, Date: �� ��

NEQUEST NO. t 616
WASTELOAD ALLOCATION APPROVAL FORM
FACILITY
NAME
MAGGIE VALLEY
TYPE OF
WASTL-.
DOMESTIC::
COUNTY
HAYWOOD
REGIONAL..
OFFICE
ASHEVIL.LE
RECEIVING
STREAM
JONATHAN CREEK:
7010 ;
19 CFS
W7010
DRAINAGE
AREA
35 S00I.
REQUESTOR : MAX HAVER
SUPBASIN 04-03-05
CFS 30Q2 CFS
STREAM CLASS : C-TROUT
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW(S) (MGD) 0.1
I:OD- 5 (MG/L_) 30
NH304 (MGi I_.)
D.O. (MG/L.)
PH (SU) 6-9
FECAL COLIFORM (l100ML) ;
TSS (MGIL) 30
FACILITY IS : PROPOSED (✓) EXISTI SIG ( ) NEW t
LIMITS ARE : REVISION ( ) CONFIRMATION t ) OF THOSE FREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR: MODELINGnGCRROUP
y'"
REGIONAL SUPERVISORP,
PERMITS MANAGER
...... _DATE
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