HomeMy WebLinkAboutNCG520016_Wasteload Allocation_198604118
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NPDES WASTE LOAD ALLOCATION
Facility Name: yiNA%,,,p Te, epg S. s 341R.LEV g. (c- -& ivt last
FoMER& ( 'bLD CARDINAL MINE'
Existing '- NC.G-52o0\(0
Proposed 0 Permit No .: `� LO O �7 0 ( 3 Pipe No .: O ( County:
Design Capacity (MGD) : 0- 3 <S i Industrial (% of Flow) : (NO
Receiving Stream: AAS&'4 �42 Ajs c .i-( Class:
Engineer
Ec-6
Date Rec.
MAce, I•(
Domestic (% of Flow) : r
Sub -Basin: C5 4-- - 4- - 0 (
Reference USGS Quad: (EVET NW (Please attach) Requestor: S4M 'j (Z ({7Gi EES Regional Office
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(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
7Q10 (cfs)
Drainage Area (mi2):
Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps):
Kl (base e, per day):
Avg_ Streamflow (cfs) :
30Q2 (cfs)
Slope (fpm )
K2 (base e. Der day) :
Effluent
Characteristics
Monthly
Average
J
Comments
t.)
5 5
11 c_-_`
t --
. %.�
To_ --r.\i;v_ �v�,
(Di 1
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fl/
1 kV/T
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ijna2 location
sue. Allocation
irmation
Prepared By:
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0
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Comments:
�-8Y
Effluent
Characteristics
I .'onthly
1 _verage
Comments
11.
Reviewed By:
PLOTTED
Date: 41
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For Appropriate . Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
vq
= -
Average
Maximum Daily
Average
Gbmments
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Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
'80 I 25'
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7.5 MINUTE SERIES (TOPOGRAPHIC) 167-NW oc.,
'v 83°22'30'
LL o.9 MI. !'82 1690,000 FEET 283
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35°i5'
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"02
570,000
FEET
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7$99
12'30'
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WASTELOAD ALLOCATION APPROVAL FORM
Request No. : 2971
Facility Name : PINUAD GEM MINE -FORMERLY OLD CARDINAL
Type of Waste : INDUSTRIAL -MINING
Status : EXISTING
Receiving Stream : MASON BRANCH
Stream Class : C
Subbasin : 040401
County : MACON Drainage Area (sq mi) .
Regional Office : ASHEVILLE 7Q10 (cfs)
Requestor : BRIDGES Winter 7Q10 (cfs)
Date of Request : 3/25/86 30Q2 (cfs)
Quad : G5NW Average Flow (cfs)
RECOMMENDED EFFLUENT LIMITS
: MON-AVG DAILY-M
Wasteflow (mgd) : .3 .3
5-Day BOD (mg/1) : NR NR
Ammonia Nitrogen (mg/1) : NR NR
Dissolved Oxygen (mg/1) : NR NR
TSS (mg/1) : 55 110
Fecal Coliform (#/100m1): NR NR
pH (SU) : NR NR
SETTLEABLE SOLID5(mg/1) : .1 .1
COMMENTS
THE DISCHARGE SHALL NOT CAUSE THE TURBIDITY OF THE RECEIVING WATER TO EXCEED
50 NTU.
K
Recommended by ---AS
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
Date 3
Date �n /
2_7/ ,[—
Date.-.7—
Date_'
CEIVED
ED
Water Quality Division
APR 3 1986
�Ne:;r�rn Regional Office
Asheville, North Carolina