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NC0031836
Fourth Creek WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation ',
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
February 4, 1982
This document its printed on reusie paper - ignore any
content on the reirerse wade
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Facility Name:
Existing
I Proposed
NPDES WASTE LOAD ALLOCATION
(_)#tiftSUI(l2 Ftxjp*fft e.✓eel/. low-12
Permit No.: kle1,031836 Pipe No.: Oni
. I Design Capacity (MGD): 4.0 Industrial (% of Flow):
gi
ev
Receiving Stream: F-ndritt. C✓�2.k.
Reference USGS Quad: E)15 Sr_ (Please attach)
Date: 1/20/
County: .. ✓ed l !
i
Domestic (% of Flow):
Class: Q-' Sub -Basin:
05-o70
Requestor: i. Abdul " 14 Regional Office C-P,t{, ,.e^
(Guideline limitations, if applicable, are to be listed on the back of this form.)
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Design Temp.: ?:4). cC
7Q10 : a
Drainage Area: 441 M t Avg. S t reamf low :
Winter 7Q10: 30Q2:
Slope : „
#/m'
5.
o - '
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o'
H
CU
Mm
CD
y
Location of D . O. minimum (miles below outf all) : 14,
Wit
Velocity (fps) : 0=f5J5 K (base e, per day, PC) :
Effluent
Characteristics
• Monthly
.Average
_
Comments
RbDS
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Original Allocation
Revised ecithtirtittetoyt,
repared By:
El
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K2 (base e, per day, 22O C) :
Effluent •
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By: /t2() Date : 5r 4
a3-07-a6
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Foxm #:0A1 For Confirmation Only
#359
WASTE LOAD ALLOCATION APPROVAL FORM
Facility Name: Statesville Fourth Creek WWTP
County: Iredell Sub -basin:
Regional Office: MRO 010 Requestor: S. Abdul-Haqq
Type of Wastewater: Industrial
U3-TJ I-06
Domestic
If industrial, specify type(s) of industry:
Receiving stream: Fourth Creek
Other stream(s) affected:
Class: C
Class:
7Q10 flow at point of discharge: 8.0 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point:
45 mi2
Recommended Effluent Limitations
Monthly Avg.
Qw = 4 MGD
BOD5 = 22 mg/1
NH3-N = 14 mg/1
DO = 5 mg/1
TSS = 30 mg/1
Fecal Coli = 1000/100 ml
pH = 6-9 SU
This allocation is: / /
/17
//
Recommended and reviewed by:
for a proposed facility
for a new (existing) facility
a revision of existing limitations
a confirmation of existing limitations
11r'l1
Head, Techncial Services Br ch
Reviewed by:
Regional Supervisor
Permits Manager
Approved by:
Division Director
10.
Date:
Date:
Date: 2' S-Z
Date: v2Vir?
Date:
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