NC0036668_Wasteload Allocation_19821119

NPDES DOCIMENT SCANNING COVER SHEET
NC0036668
Kenansville 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:
November 19, 1982
This document is printed on reuse paper - ignore airy -
content on the reYerse side

Facility Name:
Existing
Proposed
Design Capacity
Receiving Stream:
Reference USGS Quad:
NPDES WASTE LOAD ALLOCATION
43/4414s//;-lid, ert S s 1 Al 4 A14. 745-
Date:
k
4-3(
lz 7 few
Permit No : is/C0036616 R Pipe No.: % County: /7/t/5/",%--
(MGD): d ,1-7 Industrial (% of Flow): (2 Domestic (% of Flow): /QU
C rbu- A-c.26 Class: (.1-2.5w? Sub -Basin: c' F- Z 0.-C:(c-aa
(Please attach) Requestor: ) ,Cr/r Regional Office /3".
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: Drainage Area:
7Q10: Winter 7Q10:
Location of D.O.minimum (miles below outfall):
Velocity (fps): K1 (base e,
Avg. Streamflow:
30Q2-
Slope • .. per day, 20°C): K2 (base e, per day, 20°C)•
�um�rtaq GU..r f
Effluent
Characteristics
Monthly
Average
Comments
/`�
N.5
3slit
e"*
D0
5`,
5f1
oh- -
Co-95u
6-9 so
r
erit. CoIr7ae►n
1:5-1-
/6P/b
Jam/
30 "
30 "Y
Original Allocation
Revised Allocation
\c\
Prepared By: ,Aw'f jQ
C/
Win
S v1,.r.01
t Effluent '
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
w.�
Date: %i tg"g

REQUEST NO.
425
********************* WASTELOAD ALLOCATION APPROVAL FORM *********************
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7Q10
• J
DRAINAGE AREA
CFS
KENANSVILLE
DOMESTIC;
DUPLIN
WILMINGTON
GROVE CREEK
W7Q10 : 1.6 CFS
21.20 SQ.MI.
REQUESTOR REGGIE BAIRD
SUBBASIN 03-06-22
30Q2 : CFS
STREAM CLASS .C—SWF'
************************ RECOMMENDED EFFLUENT LIMITS ************************
Sumer
WASTEFLOW(S) (MGD) : .17
FOD-5 (MG/L) 12
NH3—N (MG/L) 3
D.O. (MG/L) I 5
PH (SU) : 6-9
FECAL COLIFORM (/100ML): 1000
TSS (MG/L) I 30
Ater
.17
24
6
5
6-9
1000
30
THESE ARE SUMMER/WINTER LIMITS
THE BOD5/NH3 BREAKDOWN WAS
REQUESTED BY THE REGIONAL
OFFICE.
********************************************************************************
FACILITY IS : PROPOSED
LIMITS ARE : REVISION
) EXISTING (SEW ( )
) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUF'ERVISOR,MODELING GROUT'
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY 2
DIVISION DIRECTOR
DATE
DATE
BATE :_
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