NC0002305_Wasteload Allocation_19840202

NPDES DOCUMENT :SCANNIN1i COVER SHEET
NPDES Permit:
NC0002305
Guilford Mills WWTP
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 2, 1984
This document is printed on reuse paper - ignore any
content on the remrerse side

0
4-0
c
r)ito 4 3o p
'b�
Facility Name:
Existing
Proposed
CuRIUN
NPDES WASTE LOAD ALLOCATION
Engineer
Date Rec.
#
CH
Ia-e�
.:
Permit No • Ale0400c1;0"
Pipe No.:
Date
County: vPLli
Design Capacity (MGD): C.S-7)0 Industrial (% of Flow): 1 C ��' Domestic (% of Flow):
Receiving Stream:
Cam• V, ,%IV
Class: e-$"e Sub -Basin: 0 30C' z 2-
Reference USGS Quad: (Please attach) Requestor: Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
//
7Q10:_ lo,4) c_
ico°C_
a�I
Location of D.O.minimum
CIJ
0
c.�
0
444
(miles below outfall): Slope:
Velocity (fps):
Drainage Area: -� M Avg. Streamflow: 3
Winter 7Q10• 30Q2• I 3 CIC'
I��
K1 (base e, per day, 20°C): K2 (base e, per day, 20°C)•
Effluent
Characteristics
Monthly
Average
Comments
*B°T
Ic R,
(wo
9
)
0.27)
daqh.,I)
PT.)
Widaq
f f �a
p1'Ec)1dt
# d
(is' )
(_105 ii)
5L4 I 'd�e.
Mno►5
T
( 6 PT
To+, onbron1TuTh .4-,3 rx VQ, (WO
Original Allocation
Revised Allocation
Confirmation
Prepared By: \
Effluent
Characteristics
Monthly
Average
Comments
11
--(P1-4,,0
I, - 9 (s
.14 i)
'j , 01,5 j
IL
neu� 6PT c��cel�nes
Date(s) of evision(s)
(Please attach previous allocation)
Reviewed By: A'A
Z'a

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
a( L
i
Average
Maximum Daily
Age
Comments
(�
&sob s
Z 57b
.L4
57
0..-c=1
4 o c o 4
S oao 4
—ASS
t 9gO -d
It v`''
c.9-1:49 =
1 0-0 d
Z G o 4
9Lwes
Sa61'
Coo4
� 1 Q
'ry --
1 O O
Type of Product Produced
Kt . r
Lbs/Day Produced
I0Q Q
Effluent Guideline Reference
C6- 410 . s 2 4 .'�3

4.
JE4Y E L. _Al E.)
FACILITY NAME
TYPE OF HASTE
STATUS
RECEIVING STREAM:
STREAM CLASS
SUBBASIN
COUNTY
REGIONAL OFFICE
REQUESTOR
DATE OF REQUEST
JAN 30 MA
L. MNCINREGION1L.0,c0y„A',n% L_ jr7.0 dcz, II
REQUEST NO,.: 688
MODELER CH
GUILFORD EAST
TEXTILE
EXISTING
NE CAPE FEAR
C-SNP
030622
DUPLIN
MILMINGTON
DAVE ADKINS
12/6
************************
RECEIV f.)
Alu 3 1984
WATER QUALITY SECTION
omwnetvl.Nr
DRAINAGE AREA (SQ.MI.)
7010 (CFS)
MINTER 7010 (CFS)
.3002 (CFS)
RECOMMENDED EFFLUENT LIMITS
**************************
HASTEFLOM (MGD) : 0.5
5-DAY BOD (MG/L) : ,f g ( Ai CI )
AMMONIA NITROGEN (MG/L)
DISSOLVED OXYGEN (MG/L)
* TSS (01m4)
* FECAL COLJFORI1 (#/100 ML)
* pH (STANDARD UNITS) : 6-9
* COD (#/DAY) : 4000 8000
SULFIDE (#/DAY) " .,,t.1.-1.0 ,20
PHENOLS (4/DAY) : .....543--..er ...,1,0440,
* TOT.CHROMIUM (MG/L) : 4.3
************************************************************************7
**********************************
5
10Q0 2180 ( B PT) i'V‘st. CFR lie:
u .4.10 110CFR41/4 ..55)
COMMENTS
(mo) AgadepAcJi6 /61000*
(BP ) brmr.$ A112.
BPT ) A
( ) flie-4114.5 41e-6-
i40) .44.1.1) .050/too04* .
***********************************
*
*********************************************************************************
REVIEMED AND APPROVED BY
MODELER_
MODELING GROUP LEADER
FVGGIONAL SUPERVISOR
PERMITS & ENG1NEERI1,
DIVISION DIRECTOR
DATEAW
DATE____________

htkArn-k, — --11E Cdr. Feit,
4,1 +
bct 3
if).=
s D. O
S : 1, 3-
- 0.0
Ss `C 0
LA4: t 57 7. Si
D.atle,iad t (A+' 1.2,,Le. L4 L GS c„ 9ifA-u witizet4eAN
())6DLO-k—
I Li,
(o.I)(g)-iC(5g)
c7,.)(0,..-3/x<
7kir.3,()(0.c)=!LrridA>1

********** MODEL RESULTS **********
DISCHARGER :GUILFORD EAST
RECEIVING STREAM :NE CAF'EFEAR RIVER
**********************************************************************
THE END D.O. IS 5.53 MG/L
**********************************************************************
THE END CBOD IS 1.51 MG/L
**********************************************************************
THE END NBOD IS 0.00 MG/L
********************************************************************:*
THE D.O. MIN. OF SEGMENT 1 IS 4.91 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 3.6
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS ./L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.5 MGD
**********************************************************************