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NPDES WASTE LOAD ALLOCATION
Facility Name: I C&V/I(.F &Vklrp , (7/i Date: /S
Existing FZ/1 Permit No.: McO604S81 Pipe No.: G101 County:
Proposed Q 5
Design Capacity (MGD): fir- Industrial (% of Flow): Domestic (% of Flow):
Receiving Stream: U7- L. T✓ny1&("tw4t Oyzzlc Class: C, Sub -Basin: 03 -04 - e)/
Reference USGS Quad: (Please attach) Requestor: -S- AbC&(- 6Wd�Regional Office (¢s. aZy
(Guideline limitations, if applicable, are to be listed on the back of this form)
Design Temp.: Drainage Area: Avg. Streamflow:
7Q10:
Winter 7Q10:
Location of D.O.minimum (miles below outfall):
30Q2:
Slope:
Velocity (fps): Kl (base e, per day, 200C): K2 (base e, per day, 200C):
Effluent
Characteristics
Monthly
Average
Comments
5
S
30
Original Allocation F1
Revised Allocation rl
Effluent I Monthly)
Characteristics Average I Comments
Date(s) of Revision(s)
(Please attach previous allocation)
��
I, r
_P epared By: ///Gt��(�A Reviewed By: Date: 22�' ad
iorm`11O01
WASTE LOAD ALLOCATION APPROVAL FORM #247
Facility Name:_ Reidsville WWTP
County: Rockingham Sub -basin: 03-06-01
Regional Office: Winston-Salem Requestor: S. Abdul-Hagq
Type of Wastewater: Industrial
Domestic %
If industrial, specify type(s) of industry:
Receiving stream: UT L. Troublesome Creek _ UlaSS:
Other stream(s) affected: L. Troublesome Classe C
7Q10 flow at point of discharge: 0.4 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point: 10 sq mi
Recommended Effluent Limitations
Monthly Avg.
Qw = 5.0 MGD
BODS = 6 mg/l
NH3 = 2 mg/1
DO = 5 mg/l
TSS = 30 mg/1
Fecal Coli = 1000/100 ml
These limits are based on a Level C analysis
curve is attached.
ReglO�ol Ofq
APp ;S 198?
WATER QUA1rty n
The allocation
This allocation is: /_/ for a proposed facility
for a new (existing) facility
%x/ a revision of existing limitations (increased waste-
-
a confirmation of existing limitations flow)
Recommended and reviewed by: Jt'
/4cv Date:: Z9 dZ
Head, Techncial Services Branch Dater �%1
Reviewed by:
Regional
Permits M
Approved by:
Division
DaterDate:
Date: