NC0000361_Waste Load Allocation_19831004

10 . _
Engineer Date Rec. # ;
NPDES WASTE LOAD ALLOCATION 2 U 10 --4 .-r2(
4 nnnn r r _
Facility Name: 4 rr1 5 #1 Fvi A ij n .` 4 vi C Date: �� '�' 3
0 Existing t�C Q000 3,6� Pipe No. : 001 County: Ald@✓l
v Permit No. :
CD Proposed -
44 Design Capacity (MGD) : 2 . / 4 Industrial (% of Flow) : Domestic (% of Flow) : /'re,
4 Receiving Stream: �'o rfk /D P /C, - e v Class:. C Trau-r Sub-Basin: ('��-0 .- " 0 l�
Reference USGS Quad: \\ tJ 1n1 (Please attach) Requestor: / P 47,,d'i NT�G �
- Regional Office Ll A/C-
6/
cc
-- (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : Drainage Area: Avg. Streamflow: .
7Q10: 47°'>- Winter 7Q10: 30Q2:
o -
a Location of D.O.minimum (miles below outfall) : Slope:
E Velocity (fps) : K1 (base e, per day, 20°C) : K2 (base e, per day, 20°C) :
0
ca
0
H Effluent Monthly Effluent Monthly
a) Characteristics Average Comments Characteristics Average Comments
A. —(S`:a 20 , 31
COD } G-- <P S. U. _
_ r r /
CU
/� ! ' _.
Original Allocation n
Revised Allocation Date(s) of Revision(s)
71 (Please attach previous allocation)
Confirmation
yRevi�� Prepared By: "�'o,„ JG .�( y ` _ , ^—� `'��
ewed By:_ Date:
,O

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. : 721
r •
• `
********************* WASTELOAD ALLOCATION APPROVAL FORM *********************
FACILITY NAME : HARRIS: MINING CO. , INC
TYPE OF WASTE : DOMESTIC
COUNTY : AVERY
REGIONAL OFFICE : ASHEVILLE REQUESTOR : HELEN FOWLER
RECEIVED
RECEIVING STREAM : NORTH TOE RIVER SUBBASIN : 040306
7010 : 45 CFS W7Q10 : CFS 3002 : CFS
OCT 2113
DRAINAGE AREA : SQ.MI. STREAM CLASS :C—TR WA+EI QUALITY SECTION
OPERA:110MS BRANCH
************************ RECOMMENDED EFFLUENT LIMITS ************************
ole1**1
WASTEFLOW(S) (MGD) : 2.16 THE DISCHARGE SHALL NOT CAUSE
BOD-5 (MG/L) : THE TURBIDITY OF RECEIVING
NH3—N (MG/L) : WATERS TO EXCEED 10 NTU. E
D.O. (MG/L) : 410r6XOfOW1D CDMIMONWS.
PH (SU) : 6-9
FECAL COLIFORM (/100ML):
TSS (MG/L) :
20 TweL4.` 3. 1.6..;i:s ems_ �p/atswl�a 1;4, 'f
MG/L)
SETT. SOLIDS (ML/L) : 0.1 A..d,. t4,wl,t Rt41.eiN.
********************************************************************************
FACILITY IS : PROPOSED ( ) EXISTING (✓) NEd ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( 1./) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER :__ ° _A _C6(gATE :_(61_12/r3
SUPERVISOR,MODELING GROUP :_ I ' __ / ' ' __ ATE ._ `Q/f _
REGIONAL SUPERVISOR ; _ ___;__ ___ / . 'TE :1_Qj_L�J
PERMITS MANAGER f__i�___'� r/_ DATE :—./2.0A-