NC0030848_Wasteload Allocation_19820409

NPDES DOCUHENT :;CANNING COVER SHEET
NPDES Permit:
NC0030848
Jefferson Apparel WWTP
Document Type:
Permit Issuance
i
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Staff Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
April 9, 1982
This document is printed on reuse paper - ignore any
content on the rezrerse side

C.,
.a-
eg
Facility Name:
Existing
Proposed
I�3►1
Design Capacity
7/ 0 r-cli5. a/ , l 1w
NPDES WASTE LOAD ALLOCATION
`/71 , l j .. o ,01
Date • 91•
Permit No.: McCi0 84.8
Pipe No. : 00 1 County: �'`� e
(MGD) : Q. Q 0 e Industrial (% of Flow) :
Receiving Stream /L 1 << Z C- � 1L
Hefei uce USGS Quad:
(Please attach)
Class:
CO Vel Domestic (% of Flow):
C- I g. Sub -Basin: ' _ 04_ 7 OS d 7 - 0 1
Requestor:�ohfe 4116AI RialliPmai Office Aill4
(Guideline (imitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
7Q10: V.
et.lLocation of D.O.minimum
(miles below
Drainage Area:
Winter 7Q10:
outfall) : D21
K1 (base e, per day, 20"C).
cxl
C)
Velocity (fps):
rYN
11 cf
oI�
Avg. Streamflow• Di 1p C
30Q2• D , 2 c-'S
Slope:. 15 B _Ft
J
K2 (base e, per day ,) • 1 a'
Effluent
Characteristics
Monthly
Average
Comments
'(S S
50 r
Ce CO (A? (► r-m-
)
r -
14
C, -ci C, (1 , )
,-A
0eS dA toy 1rC-
o,D?3 ..9_i
Original Allocation
Revised Allocation
f�2< _LDS Lov \ A P
.
vK Prepared By:
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
i, e4coeci (Please attach previous allocation)
eviewed By:
Date:

•
•********************* WASTELOAO ALLOCATION
FACILITY NAME
COUNTY
REGIONAL OFFICE
REQUESTOR
RECEIVING STREAM
7Q10 : 0.1 CFS
DRAINAGE AREA
.
•
•
.
•
•
•
•
REQUEST NO. 1 220
APPROVAL FORt ��****************
9.4°
' JEFFERSON APPAREL (DOM)
ASHE
WINSTON-SALEM
DAVE ADKINS
UT DOG CREEK
W7010 : 0.1 CFS
0.35 SQ.MI.
�AAR 23 1982
G °.
�r.
0S-070/
SUBDASIN 040201
30Q2 :0.2 CFS
STREAM CLASS :'C-TR'
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S)
BOD-5
NH3-N
D.O.
PH
FECAL COLIFORM
TSS
(MGD) :0.008
(MG/L) 30
(MG/L) t NR
(MG/L) NR
(SU) i 6-9
(/100ML): 1000
(MG/L) 30
* TOTAL RESIDUAL CHLORINE
<=0.0353 m /1.
********************************************************************************
FACILITY IS 2 PROPOSED ( ) EXISTING (
LIMITS ARE *REVISION (`) CONFIRMATION (
REVIEWED AND RECOMMENDED BY:
MODELER
HEAD,TECHNICAL SERVICES BRANCH
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY 2
DIVISION DIRECTOR
.
•
) OF THOSE PREVIOUSLY ISSUED
ela
'(-ErATE : __
DATE fr.
DATE :4402
DATE : ��'3II/41
ATE :_

•
40.
31/7/ B�
1,0D1
+^sc,yt 4arc1 - UT
t
Ur
Li
,V.lo,S22S'X-
71.0 . I. I cf5
-1)A-_ 20.0 ,,,2
4:1-o3.1bio.satic 1'1z
'7/io • 0,1 cfS
o.3 Tr-
o3.1 t,(O. S 2 to '8"2.
7Ito= o. gc_f5
O30q4�S
z-I.3pis
1Ary
0
D•757
-= (,070 2No
,Ja-e,u-- QA/ -14-r (o) C, Ica) i-c7700 e9 740
6:a "ez
DR- 0.35
285b'
0.45= D.8
-A= Di 1
O.D
oog
biz = 0.0
22q0 = 1'33
SO-- IO
I53I2
lit-
=
2 8�0
CALkii
2840'
23001
nood
�7ao'

********** MODEL•RESULTS **********
DISCHARGER :JEFFERSON APPAREL (DOM)
RECEIVING STREAM :UT DOG CREEK
**********************************************************************
THE END G.O. IS 8.88 MG/L
**********************************************************************
THE END CBOD IS 2.30 MG/L
**********************************************************************
THE END NBOD IS 0.00 MG/L
**********************************************************************
THE D.O. MIN. OF SEGMENT 1 IS 8.13 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.1
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L
**********************************************************************

*** MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE :
JEFFERSON APPAREL (DOM)
UT DOG CREEK
0.1 CFS
20 DEGREES C.
cis o 7 o
SUBBASIN :040201
STREAM CLASS: C-TR'
WINTER 7010 : 0.1 CFS
WASTEFLOW : 0.008 MGD
ILENGTHISLOPE 1 VELOCITY (DEPTH 1 K1 1 Kr I Kn 1 K2 1 Oro 1
(MILES IFT/MI 1 FPS I FT 1 /DAY 1/DAY I/DAY I/DAY ICFS/MII
SEGMENT 1
REACH 1
I 1
1 0.801153.201
1 I 1
0.10
1 1 I 1 1 1 I
1 0.09 1 1.00 1 1.00 10.00 112.10 11.14 I
1 1 1 1 1 1 1