NC0021881_Wasteload Allocation_19820204

IV/ �37d
NPDES WASTE LOAD ALLOCATION qtlw':�
Facility Name: gLaw-0y, ww-rp Date:
4 20—
Existing Q
v Permit No. : h y oo y 6m f Pipe No. : (DO t County: t?o fyftt4S
o Proposed Q
Design Capacity (MGD) : Industrial (% of Flow) : Domestic (% of Flow) :
O
_ Receiving Stream: Sw Class• C--LyP Sub-Basin: a 3 " T
•Q Reference USGS Quad:Q (Please attach) Requestor: Regional Office
ti
-- (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : - Drainage Area: �. � Avg. Streamflow• �5
7Q10: Winter 7Q10: 30Q2:
as
a Location of D.O.minimum (miles below outfall) : Slope• .. I . %
E Velocity (fps) Kl (base e, per day, 200C) : r-,.21 K2 (base e, per day, 200C) •—
o '
w
0
Effluent - Monthly Effluent Monthly
Characteristics . Average Comments [Characteristics Average Comments
` Z/
�/! i y►
ev pL, W'
C.i
d r.w
Original Allocation D
Revised Allocation Date(s) of Revision(s)
(Please attach previous allocation)
r~'' Prepared By:__ ��h r,', .f �s;: Reviewed By: ��'V" Date

Frgrm 0,01
WASTE LOAD ALLOCATION APPROVAL FORM For Confirmation Only
Facility Name: Lake Waccamaw WWTP
County: Columbus Sub-basin: 0 - 7-56
Regional Office: Wilmington Requestor: S Abdul-EnQq
Type of Wastewater: Industrial %
Domestic
If industrial, specify type(s) of industry:
Receiving stream: Bo ue Swam Class: C-SWP
Other stream(s) affected: Classe
7Q10 flow at point of discharge: 0.08 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point: 37,8 mil
Recommended Effluent Limitations
Monthly Avg.
Qw = 0.4 MGD
BOD5 = 5 mg/l
NH3-N = 2 mg/1
DO = 5 mg/1
TSS = 30 mg/1
Fecal Coli = 1000/100 ml
pH = 6-9 SU
This allocation is: / / for a proposed facility
for a new (existing) facility
a revision of existing limitations
a confirmation of existing limitations
Recommended and reviewed by:
Date: <.
Head, Techncial Services Branch Date:
Reviewed by: �.
Regional Supervisor Date:
Permits Manager Date: Z
i
Approved by: J f; / /-7
Division Director '/ Date: