NC0021423_wasteload allocation_19820330

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NPDES WASTE LOAD ALLOCATION 4--Q -71
Facility Name: .5 DvV
Date: Z f 3
Existing Q
Permit No.: I,(C_a o-z 1 4 23 Pipe No.: _ Ob i County'
Proposed Q
Design Capacity (MGD): 045 Industrial (% of Flow): Domestic (% of Flow):
Receiving Stream: Class: C--Ti!hp Rub -Basin: 04- - Q3
Reference USGS Quad: (Please attach) Requestor: Ae Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: n Q0. Drainage Area: Avg. Streamflow• G
7Q10: .[- Winter 7Q10: 30Q2:-74
Location of D.O.minimum (m��s below outfall): Slope•.
AM
Velocity (fps):. �t 7 Kl (base e, per day, 200C): �� K2 (base e, per day, 200C):
Effluent
Characteristics
Monthly
Average
Comments
r
Effluent Monthly
Characteristics Average Comments
Original Allocation D
Revised Allocation M ) Date(s) of Revision(s)
Coir(Please attach previous allocation)
P`repared By: C 4i Reviewedc
By : Date •�-

Fotm #00]r
WASTE LOAD ALLOCATION APPROVAL FORM
#271
Facility Name: Spruce Pine WWTP
County: Mitchell Sub -basin: 04-03-06
Regional Office Asheville Requestor: S. Abdul-Hagq
Type of Wastewater: Industrial
Domestic 100
If industrial, specify type(s) of industry:
Receiving stream:North Toe River Class: C-TR
Other stream(s) affected: Class:
7Q10 flow at point of discharge: 42 cfs
30Q2 flow at point of discharge: 79 cfs
Natural stream drainage area at discharge point: 131 m2
Recommended Effluent Limitations
Monthly Avg.
BOD5 = 30 mg/l
TSS = 30 mg/1
Fecal Coli = 1000#/100 ml
pH = 6-9 (SU)
Residual Chlorine = -S0.229 mg/l
Qw = 0.45 MGD
3/17/SZ
This allocation is: / / for a proposed facility
for a new (existing) facility
/X/ a revision of existing limitations, needs fecal coliform &
/ / a confirmation of existing limitations residual chlorine
- limit.
Recommended and reviewed by:
Date: I e/
Head, Techncial Services Branch _ - Date:_/T
Reviewed by: `w
Regional Supe
Permits Manage
Approved by:
Division Direc
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