NC0006033_Wasteload Allocation_19890130

NPDES WASTE LOAD ALLOCATION
Modeler Date Rec. s
PERMIT NO.: NCOOCJ6033
FACILITY NAME: 5f.5
Facility Status: (.0wrow; PROPOSED w,6.-
(circle one)
Permit Status: RENElYAONDOWWA'IION) URPI81aiRID NEW
(circle onyx
Major ✓ Nlnor
Pipe No: ool
Design Capacity (MGD): - , 0
Domestic (% of Flow): q Z
Industrial (% of Flow):
RECEIVING STREAM:
Class:
lU-5 -11L
Sub -Basin: 03_61P ,3 _
Reference USGS Quad: G l `i tie (please attach)
County: G a dart
Regional Office: As Fa (Md) Be We Wi WS
(elrele and)
Requested By: �� ?�w`u Date:
Prepared By: / / �^ Date: I�
Reviewed ByaC ^ Ot �°` Date: ' A' `I
Drainage Area (miy) 035_ Avg. Streamflow (cfs): 2/0-
7Q10 (cfs) 1_LWinter 7Q10 (cfs) Z50 30Q2 (cfs)
Toxicity Limits: IWC'4, J % (circle one) Acute / Chronic
Instream Monitoring:
Parameters fem rvn ve Fe rr f C ol,Lm nArlvc%nfi+ Zl� �!%S
Upstream _Y__ Location 311dcr d 145/YErIln O� Oufkll
Downstream Location + n(f✓ AWLs)-mnc Ovida E
F"requef)cy: 3 hme�) per aaek 5ulplyw. fnafl-h/y ,2 iA)11z1er.
Effluent
Characteristics
rrlo'_
BODs /1
2y8
a Pr
^ L'' Ubl
35G �
-� l Rol EL
` Su1r)& ( 1bld
+-7•3 CUSP,'
TSS obi Q ,
-1 W
lf,39 (CL PT
F. Col. (/100ml)
1000
/Xp ((A)
PH (SU)
lHai Chfi)ralL)m r&
q.3
3. 60
Nold
D.21 u 1/
0,- =2118ti

• 1
FOR APPROPRIATE DISCHARGERSo LIST COMPLETE GUIDELINE LIMITATIONS BELOW
Effluent Characteristics
Monthly U
Average
Daily
Maximum
Comments
�5
j 5
/9
3
'I
45 ��c•
Type of Product Produced
Lbs/Day Produced
4 &c.4 Effluent Guideline Reference
'
000
#/p, 5
` o
U ooa
4/0, 3 �' - ill '

Permit Number
Facility Name
Type of Waste
status
Recpiving Stream
Stream Class
Svbbasin
County
Regional Office
Requestor
Date of Request
Quad
Wasteflow
5-Day BOD
COD
Sulfide
TSS
Total Chromium
Phenols
OH
ROW colkrnx
- WASTELOAD ALLOCATION APFRSYA|
: NCO006033
: JPS AUTOMOTIVE PRODUCTS
: 79% INDUSTRIAL
: EXISTING
: SF CATAHnA RIVER
Wmam OF ,~NMEnv�w*����
'
-
��ak�~��= ��o '
°�., �
�^
��
1��y��\W���
���)r�w
: H9III
k�
»m0:*
; 030836
^,^
AY6 19
&] 89
: GASTON
Drainage
Area
��q nri) :
63��
: MRO
Average
Flow
(cfs> ;
[NO[[M
; LULA HARRIS
Summer
7Q10
(cfs) ,
125
: 7/21/83
Winter
7Q10
(cfs>��:
n�
230.
: 614NE
3002
(cfs)
-^----- RECOMMENDED EFFLUENT LIMITS -----
Rtcommended Kacmw�ndod
: !`|o.Avg. Dly Max
(mgd): 4.3 4.0
(lb/d):
240
491��
EL,BPT
(lb/d):
3597
7194
EL`BPT
1lb/d):
8.7
17.3
EL,BPT
(lb/d}:
770
1531?
EL'PPT
(lb/d}:
4.3
8.7
EL,BPT
(lb/d):
0.7
Z21 ug/l 0.7
C21 ug/l WO
(SU) :
6-9
6-9
WQ,BPT
--' MONITORING
Upstream (Y/Nj: Y Location: BRIDGE JUST UPSTREAM OF OUTFALL
Downstream (Y/N): Y Location: UPPER ARMSTRONG BRIDGE
---------------
AID. 8 .
on/-W
*0d
/w/|.iudid
822AZ^W
4.a.qod
8.Aj7old
a�X
���� ~�
�(u}*/d
2.1Z t,/d
qzq*/J
0�Ju/d
�
0O.v
��
U'4
b'g
------------------------^-'-'----- COMMENTS -----^---------------------------
RECVMMEND INSTREAM MONITORING FOR TEMPERATURE, FECAL COLIFORM, CONDUCTTVITY,
DO, AND 8OD5. MONITORING SHOULD BE 3 TIMES PER WEEK IN SUMMER AND MONTHLY IN
WINTER.
SEE ATTACHED FOR TOXICITY LIMITS.
Recommended by
Reviewed hy:
Tech. Support Supervisor
Regional Supervisor __
Permits & Engineering
Date
�
Date
Date K/
--'r-�'-�--
����1�1Q�9
RETURN TO TECH��ICAL� SERVICES BY __�����v_°'

Facility Name J TES " mahye- 2M irk .Orn _ Permit # 011033
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *February 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 1 2 % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarter monitoring using this procedure to establish
compliance with the permit condition. The first test will be performed after thirty days from
issuance of this permit during the months of 4or., ItAl Otf . Effluent
sampling for this testing shall be performed at the 11ZPD permitted final effluent discharge below
all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 125 cfs
Permited Flow D MGD
IWC% 4.7
Basin & Sub -basin CT8.30
Receiving Stream S. F: CC&fakba t2��er
County CM*4
Recommended by: G gcuk
Date -I iWE
**Chronic Toxicity (Ceriodaphnia) P/F at 9,101o,yaa AmAAJ Orr See Part 3 , Condition �.

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At
|' Seg #
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
8
3
3
3
3
3
3
3
3
3
8
4
' 4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
1 Geg #
i
|
SUMMER
BOD5=14.8
MG/L
SUMMER
Reach #
| Seg Mi I
D.O. |
CBOD |
NBOD |
Flow |
1
0.00
8.39
2.07
1.50
124.2O
1
0.05
8.38
2.07
1.50
124.20
1
0.00
6.00
18.00
18.00
0.08
1
0.10
6.48
17.43
17.35
0.08
1
0.20
6.67
16.87
16.73
0.08
1
0.80
6.82
16.34
16.12
0.08
1
0.40
6.92
15.82
15.54
0.08
1
0.50
7.00
15.31
14.98
0.08
1
0.60
7.06
14.83
14.44
0.08
1
0.70
7.12
14.85
13.92
0.08
1
0.80
7.17
13.90
13.42
0.08
1
0.90
7.22
13.46
12.94
0.08
1
1.00
7.27
13.03
12.47
0.08
1
1.10
7.31
12.61
12.02
0.08
1
1.20
7.36
12.21
11.59
0.08
1
0.00
8.38
2.07
1.51
124.28
1
0.10
8.38
2.07
1.50
124.34
1
0.20
8.38
2"06
1.50
124.40
1
0.30
8.37
2.06
1.49
124.46
1
0.40
8.37
2.05
1.49
124.52
1
0.50
8.36
2.05
1.48
124.58
1
0.60
8.36
2.05
1.48
124.64
1
0.70
8.86
2.04
1.47
124.70
1
0.80
8.35
2.04
1.47
124.76
1
0.90
8.35
2.03
1.46
124.82
1
1.00
8.35
2.03
1.46
124r88
1
1.10
8.34
2.02
1.45
124,94
1
1.20
8.34
2.02
1.45
125.00
1
1.30
8.34
2.01
1.44
125.06
1
1.40
8.34
2.01
1.44
125.12
1
1.50
8.38
2.00
1.48
125.1B
1
0.00
0.00
45"00
90.00
0.05
1
0.10
0.00
43.46
86.60
0.05
1
0.20
0.00
41.97
83.33
0.05
1
0.30
0.00
40.54
80.18
0.05
1
0.40
0.10
39.15
77.16'
0.05
1
0.50
0.28
37.81
74.24
0.05
1
0.60
0.51
86.52
71.44
0.05
1
0.70
0.76
35.27
68.74
0.05
1
0.00
8.33
2.02
1.46
125.23
1
0.05
8.33
2.02
1.46
125.26
1
0.10
8.33
2.01
1.46
125.29
2
0.10
7.94
3.31
1.39
131.49
2
0.20
7.94
8.31
1.38
131.55
2
0.30
7.95
3.80
1.38
131.61
2
0.40
7.95
3.29
1.37
131.67
2
0.50
7.96
3.28
1.87
131.73
2
0.60
7.97
3.27
1.37
131.79
2
0.70
7.97
3.27
1.36
131.85
2
0.80
7.98
3.26
1.36
131.91
2
0.90
7.98
3.25
1.35
181.97
2
1.00
7.99
3.24
1.35
132.03
2
1.1D
8.00
8.24
1.34
132.09
2
1.20
8.00
3.23
1.34
132.15
2
1.30
8.01
8.22
1.33
132.21
2
1.40
8.01
3.21
1.33
132.27
Reach #
| Seg Mi |
D.O. |
CBOD I
NBOD |
Flow �

`
o
.
'
GUMMER
BOD5=14.8
MG/L
^
'
SUMMER
SAVED
ON LBDATA 80
----------
MODEL
RESULTS ----------
Discharger
:
JPS AUTOMOTIVE PRODUCTS
CORP
Receiving Stream :
SF CATAWBA
RIVER
The End
D.O.
is 8.01
mg/l.
The End
CBOD
is 8.21
mg/l.
The End
--------~--~-----------------~--------~---------~----------------------
NBOD
is 1.33 mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg /l)
Milepoint
Reach
# (mg/l)
<mg/l)
(mg/1)
(mgd)
Segment
1
8.38
0.05
1
Reach
1
45 00
.
90 00
.
.
0 00
0 . 18000
Segment
2
6.00
0.00
1
Reach
1
18.00
18.00
6.00
0.05000
Segment
3
8.33
1.50
1
Reach
1
0.00
0.00
0.00
0.00000
Segment
4
0.00
0.00
1
Reach
1
45.00
9O.00
0.00
0.03500
Segment
5 '
7.94
0.10
2
Reach
1
0.00
0.00
0.00
0.00000
Reach
P_
29.60
0.00
0.00
4.00000

L
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ReCE"s. ;/'itig S-ti-ean-j
f-iF l".H.T.HWBA RIVER
St:}-C:ai:. Class;;
Wi:'SI111'
ttrnrs}e}„ G{:I.: n
M
# .r}ter r :l.{:)
E~30.
Ter , ) 1-{...' tnp1...'I...{atu7...e 11
Tom,b3 R
!LENGTH! SLOPE! VELOCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 KN 1 EN 1 KNR 1 KNR 1
1 mile 1 ft/mil fps 1 ft Wesignl @200 Ides gr{1 @20* !design') @-PO* ,design! @20'
-----------------------------------------------------------------------------------------------------
1
Segment 1 1 0.051 5.001 0.709 1 3.42 1 0.27 1 0.23 1 3.33 1 3.121 0.30 1 0.30 1 0.30 1 0.00 1
Reach 1 1 1 1 1 I 1 ) 1 1 I 1 ! I
1 } 1 1 ! 1 1 ! f f 1 1 !
Segment 2 1 1.201 60.001 0.105 1 0.22 1 0.55; 1 0.48 112.09 1 11.331 0.63 1 0.50 1 0.63 1 0.00 1
1
Reach 1 1 1 fI 11: J: i I 1
1 1 1 1 1 ) J 7 ,
-----------------------------------------------------------------------------------------------------
1
Segment 3 1 1.501 5.001 0.710 1 3.42 1 0.27 1 0.23 1 3.33 1 3.121 0.38 1 0.30 1 0.38 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 4 1 0.701 45.001 0.100 1 0.19 1 0.57 1 0.50 1 8.65 1 8.101 0.63 1 0.50 1 0.63 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 5 1 0.101 5.001 0.710 1 3.43 1 0.27 1 0.23 1 3.34 1 3.121 0.38 1 0.30 1 0.38 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 5 1 1.301 5.001 0.737 1 3.45 1 0.27 1 0.23 1 3.46 1 3.241 0.38 1 0.30 1 0.38 1 0.00 1
RRi 1 1 i 1 1 i 1 1 1 1 1 3
each 2 I i 1 1 1 , i , J ) I , t
-----------------------------------------------------------------------------------------------------
1 1- I cit�a 1
Cr301) 1
NEI010 1
1:).. 0 tl 1
1 C: 'f S 1
sit {/ i
in g i
€T) g 1
Se grite nt 1.
Reac-_Ii j
t s t e,
G!_`
i () .. 202 i
6)• 5» {�} �(„? E�} i
9 E? tl ir�) 0 C) 1
!»��)y , (;;4) 4-) 0
J t j
F1e»IC.tcJw,R_ Lrer
s i 1.24 n 0{_)�„} 1
124.000
i.x n w�01..) I
.1. n 36)C) 1
8 tl ti.00
7'ri.bt_ttai"
1 0n00F`) i
�'.wc:?i�)t? 1
:1 ,:0s1r", 1
r „��2y�)
1
I'tt t f iC�
1 {_) . R_)t„} „) 1
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1 n 01' 0 1
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2.
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..I„�•„ t„t •Y rii�}- i
{♦t;)
\
•„} tl „/t Cw) 0S
!I 000 i
1 4 ..) L)�..) J
S��f .% 720
R t_t 1 1 c f ( 1
n L I
i.„.
Segii'se»rit 3 Rea&-i 1.
Waste !
�..) tl 000 I
:„} tl 0f„}:„} I
/, n 0„1 �)
�„} f.f j
1'„Iei»lclw@%te}...5 i
.) n 00i.) 1
2 .. C C 0 1
1. n 0t)0 1
/r
„I'r ibi_^tyt•• a r y 1
0 r._?}' r 1
2. �j�}�r_)0 1
:I. n ��)f: 0 1
7.720
' Ft t_t i t i..1 f .�" 1
1„) n 600 1
� :, 5_} t„) 0 i
1 o {_) F_f t„) 1
- f n 720

.. .
~ ^ Segment 4 Reach 1
� Waste |
0.054
� 45.000
| 90.000 �
0.000
" Headwaters!
0.000
< 2.000
| 1.000 |
7.720
Tributary |
0.000
2.000
| 1.000 |
7.720
" * Runoff |
uno
^
0 000
| 2
. 000
| 1 000 �
.
7 720
.
Segment 5 Reach 1
Waste
0.000
i 0.000
| 0.000
| 0.000
Headwaters(
0.000
It 2.000
| 1.000
| 7.720
Tributary
|
0.000
| 2.000
| 1.000
| 7.720
* Runoff
|
0.600
2.000
( 1.000
| 7.720
Segment 5
Reach 2
Waste
|
6.200
| 29.600
| 0.000
| 0.000
Tributary
If
0.000
( 2.000
1.000
( 7.720
* Runoff flow is in cfs/mile

' s SUMMER
ER
BOD5=7.43 MG/L.
SA4IEI? AS JPSAUTO ON L_BDATA 30
i Se.g. * 1 Reach # 1 See M i If �D.O. -�y(�1 G. BOD ) 1 I`�{.[B4. D t / Flow +� 1

| Reach #
Seg Mi |
D.O. |
CBOD
1
0.00
8.39
2.07
1
0.05
8.38
2.07
1
0.00
6.00
18.00
1
0.10
6.43
17.43
1
0,20
6.67
16.87
1
0.30
6.82
16.84
1
O.40
6.92
15.82
1
0.50
7.00
15.31
1
0.60
7.06
14.83
1
0.70
7.12
14.35
1
0.80
7.17
13.90
1
0,90
7.22
13.46
1
1.00
7.27
18.03
1
1.10
7.31
12.61
1
1.20
7.36
12.21
1
0.00
8.38
2.07
1
0.10
8.38
2.07
1
0.20
8.38
2.06
1
0.30
8.37
2.06
1
0.40
8.87
2.05
1
0.50
8.36
2.05
1
0.60
8.36
2.05
1
0.70
8.36
2.04
1
0.80
8.35
2.04
1
0.90
8.35
2.03
1
1.00
8.35
2.03
1
1.10
8.34
2.02
1
1.20
8.34
2.02
1
1.30
8.34
2.01
1
1.40
8.34
2.01
1
1.50
8.33
2.00
1
0.00
0.00
45.00
1
0.10
0.00
43.46
1
0.20
0.00
41.97
1
0.30
0.00
40.54
1
0.40
0.10
89.15
1
0.50
0.28
37.81
1
0.60
0.51
86.52
1
0.70
0.76
35.27
1
0.00
8.33
2.02
1
0.05
8.33
2.02
1
0.10
8.33
2.01
2
0.10
7.94
2.62
2
0.20
7.94
2.61
2
0.30
7.95
2.61
2
0.40
7.96
2.60
2
0.50
7.97
2.59
2
0.60
7.97
2.59
2
0.70
7.98
2.58
2
0.80
7.99
2.58
2
0.90
8.00
2.57
2
1.00
8.00
2.57
2
1.10
8.01
2.56
2
1.20
8.01
2.55
2
1.30
8.02
2.55
2
1.40-
8.03
2.54
1 Reach #
| Seg Mi 1
D.O. |
CBOD
SUMMER
BOD5=7.43
MG/L
SAVED
AS JPSAUTO ON LBDATA 30
| NBOD |
Flow |
1.50
124.20
1.50
124.20
18.00
0.08
17.35
0.08
16.78
0.08
16.12
0.08
15.54
0.08
14.98
0.08
14.44
0.08
13.92
0.08
13.42
0.08
12.94
0.08
12.47
0.08
12. 2
0.08
11.59
0.08
1.51
124.28
1.50
124.84
1.50
124.40
1.49
124.46
1.49
124.52
1.48
124.58
1.48
124.64
1.47
124.70
1.47
124.76
1.46
124.82
1.46
124.88
1.45
124.94
1.45
125.00
1.44
125.06
1.44
125.12
1.48
125.18
90"00
0.05
86.60
0.05
83.33
0.05
80.18
0.05
77.16
0.05
74.24
0.05
71.44
0.05
68.74
0.05
1.46
125.23
1.46
125.26
1.46
125.29
1.39
131.49
1.38
131.55
1.38
131.61
1.37
131.67
1.37
131.73
1.37
131.79
1.36
131.85
1.36
131.91
1.35
131.97
1.35
132.03
1.34
132.09
1.34
132.15
1.33
182.21
1.33
132.27
| NBOD I
Flow |

^^.~
.
'
'
.
8UMMBR
BOD5=7.43 M8/L
,
SAVED AS JPSAUTO
ON
LBDATA 30
----------
MODEL
RESULTS ----------
Discharger
: JP8 AUTOMOTIVE PRODUCTS
CORP
Receiving Stream :
----------------------------------
SF CATAWBA
RIVER
The End
D.O.
is 8.03
mg/l.
The End
CBOD
is 2.54
mg/l.
The End
NBOD
is 1.33
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/l)
Milepoint
Reach
# (mg/l)
(mg/l)
(mg/l.)
(mgd)
Segment
1
8"38
0.05
1
Reach
1
45.00
90.00
0.00
0.13000
Segment
2
6"00
0.00
1
Reach
1
18.00
18.00
6.00
0.05000
Segment
3
8.33
1.50
1
Reach
1
0.00
0.00
0.00
0.00000
Segment
4
0.00
0.00
1
Reach
1
45.00
90.00
0.00
0.03500
Segment
5
7.94
0.10
2
Reac.h
1
0.00
0.00
0.00
O.00000
Reach
2
14.86
0.00
0.00
4.00000

. .
'
*** MODEL SUMMARY DATA ***
,
�ischarger : JPS AUTOMOTIVE PRODUCTS COSubbasin : 030836
Receiving Stream : SF CATAWBA RIVER Stream Class: WSIII
Summer 7Q10 o 125. Winter 7Q10 : 230.
Design Temperature: 23.
!LENGTH! SLOPE! VELOCITY ; DEPTH! Kd 1 Kd 1 Ka | Ka 1 KN | KN | KH8 | KNR 1
/ mile | ft/mi: fps | ft !design! 820" (des\go� 320" !design! a2O« !designX @201 |
-----------------------------------------------------------------------------------------------------
Segment l | 0.05| 5.On. | 0.709 | 3.42 | 0.27 0.23 1 3.33 | 3.121 0.38 | 0.30 0.38 | 0,00 1
Reach \ | | (
Segment 2 | 1.201 60.00; 0.105 | 0.22 1 0.55 1 0.48 112.09 | 11.881 0.63 | 0.50 | 0.630 0.00 |
Reach 1 | / 31 | 31 |
Segment 3 | 1.501 5.001 0.710 3.42 0.27 | 0.23 | 3.33 | 3.10 0.38 | 0.30 | 0.38 1 0.00 1
Reach 1 | ( It | | | Is
Segment 4 | 0.70: 45.00| 0.100 | 8.19 | 0,57 '1 0.50 | 8.65 | 8.101 0.63 | 0.50 ( O.63 | 0.00 |
Reach \ | | | | | ( | | | | 11 | |
| | | I | | | | | | | ( �
Segment 5 | 0.101 5.0011 0,710 � 3.43 1 0.27 | 0.23 | 3.34 | 3.121 0.38 | 0.30 | 0.3O | 0.00 |
Reach l 1 | |
Segmcnt 5 1 1.30| 5.001 O.?37 3.45 1 0.27 | 0.23 1 3,46 8.24| 0.38 | 0.30 1 0.38 | 0.00 1
Reach 2 | < 11 | | | | | | 11 | | |
-----------------------------------------------------------------------------------------------------
CBOD
| NBOD |
D.O. |
mg/l |
mg/l
|
Segment 1
Reach 1
Waste
} 0.202 !
45.000
| 90.000
0.000
Headwaters! 124.000 |
2.000
| 1.360 |
8.400
Tributary
0.000
2.000
| 1.000 |
7.720
* Runoff
| 0.000 |
2.000
| 1.000 |
7.720
Segment 2 Reach 1
Waste �
0.078
8.000
|
18.000 |
6.000
Headwaters|
0.000 |
2.000
(
1.000 |
7.720
Tributary 1
0.000 �
2.000
�
1.000 |
7.720
* Runoff |
0.000
2.000
|
1.000 |
7.720
Segment 8 Reach 1
Waste
0.000 |
0.000 |
0.000 |
0.000
Headwater--!
0.000 |
2.000
|
1.000 |
7.720
Tributary 1
0.000 J.
2.000
|
1.000 |
7.720
* Runoff �
0.600 |
2.000
|
1.000 |
7.720

Segment 4 Reach 1
Waste
t
O . C)54
� 45.0(')0
; 90.000
; C) . 000
Headwaters!
0. 000
; 2. 000
11 1... 0 of,-)
S 7. -."20
Tributary
1,0
.. �� C)0
i 2'. t.li� 0
1 1.000
i 7.720
5
Reachi
{Segment
aste
11
0.000
r
0.000
Headwaters!
0. 000
If 2.000
i 1 .000
7.720
Tributary
0„000
2.0C)0
1.000
77 to720
* Rt..tnoff
i
Cf . 600
i 2. 000
i 1 . ()f?0
i 7.720
Segment a
Reach 2
Waste
i
6..200
i 140B60
1 0„000
; 0„000
Tributary
1
0.. 000
2. 000
1 1 .:=}00
7. 720
Rt»t ICI-f -f"
1
0. 600
t )0t:
1 .000
0 7.720
* Runoff flow is in cfsimi le
� •L

e-
r i!Ji25 domdtve dDdud- �pC.
A
• ' i�I S, FaK. C'uta�ba ?�e� �l�z/$j
�I'i [�3U83tr
III II '/ &Yn.
l uc�rl,i j.-L�___lto _Lyi Row
�
i n ;_ v--
i
i
-
:
i
li
'I
�i
i

i
1-2
114 �i�%1J- 0�2_ / mil h _
-
i�
.
i
f
i,
i�I
_
1 .
1.
11
i.
.

JPS ALk4omohvc Pbdxe 3
aLd�h rvrC Ccliqu& Iviver
D30S3Lc
3 Awb;cof 5r oro on ;' tvu
C`4380000 (tz).l3ouq)
CL600000 (021g5112 )
C--IOOOOOO (1�21N54V2)
1 ,
ZAc
ikIn
Gib- NC Hw� 10 near 5}arfvLon CCc "ba Co)
Mc 40� -� a� McAdeA0Ile (6C&bn (0 )
G� -2 -21 25 2-4 n(. S. Gelman 1 (iXk,)fOn CO)

fP •
INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger :jpS
4ubrnafiv
Pmc1jfi,
C)t.P.
Permit
No.: NC00 QUI-)33
Receiving Stream:
Sub -basin:
�Tpstream Location :
CMUM,1nn
tiv•dQ�
Downstream Location
Upstream
CoD
1x}
Phemb
Downstream
Co
CO3QD
pry J CW
?ATE
TEMP
D . 0.
BOD5
G610 .
TEMP
D.O.
BOD5
�JEC-88
lA4
22.
NOV'- 8 8
_�
R, 9
13_
21q.
T T - 8 8
—
:.�
1
1(�._.__.
17
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1,5
22-
5
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22
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2Z
ho
2_
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AUG-88
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1.0
20
1Lk
2-4-5_
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1,1
1-7
��
�(�
D
J2.
77
"J
:UN-88_
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i,`1 _
Iq
-45
23
-1t I
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�Q
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$,
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DEC-86
11
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OCT-86_
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JUL-86
�JN-86
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APR-86 �.
MAR- 86
FEB-86
JAN-86
DEC-85
NOV- 85
OCT-85
SEP-85
AUG- 85
UUL-85
JUN-85
MAY-85
APR-85
MAR-85
FEB-85
JAN-85