NC0020664_wasteload allocation_19900815

DRAFT
REQUESTNPDES WASTE LOAD ALLOCATION
I t
PERMIT NO.: NC0020664
PERNff= NAME: Town of S indale / Town of S indale WWTP
Facility Status: —Existing
Permit Status: Modification
Major -4 Minor
Pipe No.: 001
Design Capacity: 6.0 MGD
Domestic (% of Flow): 23 %
Industrial (% of Flow): 77 %
Comments:
Modification r l k from existing
discharee to Holland Creek Pretreatment information attached=
RECEIVING STREAM: Cath s Creek
Class: C
Sub -Basin: 03-08-02
Reference USGS Quad: F11NW'
County: Rutherford
(please attach)
Regional Office: Asheville Regional Office
Previous Exp. Date: 6/30/92 Treatment Plant Class: Class II
Classification changes within three mules:
Requested by: Rosanne Barons Date: 5/9/90
Prepared by • % Date: /y y a
Reviewed Date: ! d
0
Modeler
Date Rec.
#
Smtj d-
SO.
o
sq t o
Drainage Area (mi`) JL/, 6 Avg. Streamflow (cfs): G z
7Q10 (cfs) 2v Winter 7Q10 (cfs) 2C 30Q2 (cfs) .-S-'
Toxicity Limits: IWC 30- % Acute hro�
Instream. Monitoring:
Parameters T _ Do 6n4. e.�r,.� 40.0-rA,43'
Upstream Location 1�i!
Downstream Location ?,zk
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
30
NH3-N (mg/1)
/3
D.O. (mg/1)
G
TSS (mg/1)
F. Col. 000 ml)
30
dam,
PH (SU)
��•7�
l�l V41 i �/.M �/ Q.
Vgr�X ��/�14x�i•N�.e.�
IS /
�� rQ
277
PL
n
Comments:E�

Request
-------------------- WASTELOAD ALLOCATION APPROVAL FORM
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
No 5[+710
[�.� •`"fiYf fir^
TOWN OF SPINDALE y �®
NCO020664 /-,1//,, �tJ
23% DOMESTIC / 77% INDUSTRIAL :r /
EXISTING, RELOCATION 1 �YO
CATHEYS CREEK
C
'l• q fr
030802 Drainage area: 41.600r�,;q mi
RUTHERFORD Summer 7Q10: 20.00'4pfs
ARO Winter 7Q10: 26.00 cfs
BARONA Average flow: 62.00 cfs
5/9/90 30Q2: 35.00 cfs
F11NW
-------------------- RECOMMENDED
EFFLUENT LIMITS --------------------------
DAILY
MAXIMUM
Wasteflow (mgd):
6.00
Chromium
(ug/1): 157
BOD5 (mg/1) :
30
Nickel
(ug/1) : 277
NH3N (mg/1) :
13
Lead
(ug/1) : 79
DO (mg/1) :
6
Cyanide
(ug/1) : 16
TSS (mg/1) :
30
Fecal coliform 0/100ml):
200
pH (su) .
6-9
Toxicity Testing Req.: CHRONIC/CERIODAPHNIA @ 32% QUARTERLY
---------------------------- MONITORING -------------------------------------
Upstream (YIN): Y Location: HUDLOW ROAD
Downstream (YIN): Y Location: ROCK CORNER ROAD
----------------------------- COMMENTS --------------------------------------
RECOMMEND EFFLUENT MONITORING FOR CADMIUM, COPPER, ZINC, SILVER, CHLORIDES,
MERCURY, AND TETRACHLOROETHYLENE.
RECOMMEND INSTREAM MONITORING FOR TEMPERATURE, DO, CONDUCTIVITY, BOD5, NH3,
COPPER, AND LEAD.
TECH SUPPORT HAS DETERMINED THAT CHLORINE MAY VIOLATE THE ACTION LEVEL
INSTREAM, ADMINISTRATIVE LETTER TO FACILITY IS FORTHCOMING.
SPINDALE HAS SUBMITTED A TOXICITY REDUCTION SCHEDULE FOR INCLUSION IN THE
NPDES PERMIT.
------------------------------------------"---�-�----------------------------
Recommended by: ac rv� �xt' Date:
Reviewed by
Instream Assessment: JDate: 43 A 6
1
Regional Supe r: t �',�� p..�,�,, �, Date: S
Permits & Engineering: Date: Ff(C)
RETURN TO TECHNICAL SERVICES BY: AUG 2 8 1990

10/89
Facility Name Permit # lvC D4 ZOO ,/
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 *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 3A % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarterly 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 _/ - ycPyE- _. Effluent
sampling for this testing shall be performed at the NPDES 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: Environmental Sciences 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 aO cfs
Permited Flow 6,0 MGD
IWC% 3Z
Basin & Sub -basin gxo 0 2-
Receiving Stream ��fte` J C e
County �i s✓{v'vd7
IL
Recommended by:
i1
atP.
**Chronic Toxicity (Ceriodaphnia) P/F at 37- %, ��n/ s�P c _, See P,Ir 3 , Condition I .

.OYB
�L, l990
,o t z
. IS7
, 0S8 . os ."z
, 09? e o f
/5'4
, OY& _ osy C.. voo z
, Ivy e.04F
r d7o
• /Z 'es, • od/Z
„ 32
°js
01,091 . 9.2Y -. dooV
.39 . �/q

1 '
_ n
133v�� a
�t 6Z cii
•.so c�
.'E 1
/ 02.15at tuo '3e
lei
1w�swsliccv
d"r
t
Lm t1i+ �ucA7ia. Sr? 4
tit s46e�
� 2,tl.lca s: zdt-zr,3 44.3
46 b S, b
9 3'I tc !=�M�
Mt�
m
N
Cam.°lam+
N
2Z•l
t-
0t

��
oeft69 C,i/
l UjeL 1iO-4W A
6deL-M27!"CZA
^T(Z CV'wW Ait*77di-
0,007
26
—
_
—
?
SZ �
R
SZ
Sz
sz
57q
e 6 1. 0, U
0, �`f
6. 7�
o.7 Y
°, 7 `f
v, 7,1
w -,�w
6, �V ,, o. �y
-
,2f
c , F
75
o
15, -V
gs
115'
76
�J
�

//y %lU L� � � /c( 26 c 6 / 1 / , 6 rvl ,L = 6, . L.S G�`S �+x
,
f -31� *xi
Es �, s 79 w = �o. �8> �94 3 "Z)
4o?9e,> = C6.6ZSJ �17. 3 ti,,�� c .?7, 6 C-1
Idb
%fita �r,.3e�,r'

TOWN OF SPINDALE
CHLORINE
7Q10: 20.0000
CL2 Effl. Conc: 1.2000
AL (17/19 ug/1): 17.0000
Upstream CL2 Conc.: 0.0000
Design Flow: 6.0000
Predicted CL2 Downstream: 380.89
0.380887
CL2 Limit: 53.55913
0.053559
ANALYSIS
cfs
mg/l
ug/l
ug/l
MGD
ug/l
mg/l
ug/l
mg/l

SPINDALE (SUMMER)
AMMONIA
7Q10: 20.0000
NH3 Effl. Conc: 21.8000
AL (1/1.8 mg/1): 1000.00
Upstream NH3 Conc.: 180.0000
Design Flow: 6.0000
Predicted NH3 Downstream: 7042.32
7.042320
NH3 Limit: 2763.440
2.763440
ANALYSIS
cfs
mg/l
ug/l
ug/l
MGD
ug/l
mg/l
ug/l
mg/1
INSTREAM DATA

a
E
L
d
O
a s / o !S -70 3a
- NH3—N (mg/1)
Potential effluent limit combinations:
BOD5 NH3 ON --
�� lI
22, 9

SUMMER
MAX NBOD IF CBOD=O; CBOD/BOD5
RATIO = 3
---------- MODEL RESULTS ----------
Discharger : TOWN OF SPINDALE
Receiving Stream : CATHEYS CREEK
----------------------------------------------------------------------
The End D.O. is 5.79 mg/l.
The End CBOD is 6.26 mg/l.
The End NBOD is 9.03 mg/l.
----------------------------------------------------------------------
DO Min
(mg/1) Milepoint Reach #
------
Segment
--------- -------
1 5.01 12.40 5
Reach
1
Reach
2
Reach
3
Reach
4
Reach
5
Reach
6
Reach
7
WLA
WLA
WLA
CBOD
NBOD
DO
Waste Flow
(mg/1)
----
(mg/1)
----
(mg/1)
--
(mgd)
----------
0.00
103.00
6.00
6.00000
0.00
0.00
0.00
0.00000
0.00
0.00
0.00
0.00000
60.00
76.00
6.00
4.25000
85.50
9.00
6.00
2.00000
45.00
90.00
0.00
0.01800
45.00
90.00
0.00
0.00700

SUMMER
MAX
NBOD IF
CBOD=90;
CBOD/BODS
RATIO = 3
---------- MODEL
RESULTS ----------
Discharger
:
TOWN OF SPINDALE
Receiving Stream :
CATHEYS CREEK
----------------------------------------------------------------------
The End
D.O.
is 5.71
mg/l.
The End
CBOD
is 11.62
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 6.10
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
------
Milepoint Reach
----------------
# (mg/1)
----
(mg/1)
----
(mg/1)
--
(mgd)
----------
Segment
1
5.00
12.40 5
Reach
1
90.00
36.00
6.00
6.00000
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
60.00
76.00
6.00
4.25000
Reach
5
85.50
9.00
6.00
2.00000
Reach
6
45.00
90.00
0.00
0.01800
Reach
7
45.00
90.00
0.00
0.00700

SUMNER
MODEL @ BOD5=24, NH3=11,
DO=6,
CBOD/BOD5 RATIO=3
---------- MODEL
RESULTS ----------
Discharger
:
TOWN OF SPINDALE
Receiving Stream :
CATHEYS CREEK
----------------------------------------------------------------------
The End
D.O.
is 5.73
mg/l.
The End
CBOD
is 10.55
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 6.69
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
------
Milepoint Reach
----------------
# (mg/1)
----
(mg/1)
----
(mg/1)
--
(mgd)
----------
Segment
1
5.00
12.40 5
Reach
1
72.00
49.50
6.00
6.00000
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
60.00
76.00
6.00
4.25000
Reach
5
85.50
9.00
6.00
2.00000
Reach
6
45.00
90.00
0.00
0.01800
Reach
7
45.00
90.00
0.00
0.00700

*** MODEL SUMMARY DATA ***
Discharger : TOWN OF SPINDALE
Receiving Stream : CATHEYS CREEK
Summer 7Q10 : 20.0 Winter 7Q10
Design Temperature: 25.0
Subbasin : 030802
Stream Class: C
26.0
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
I mile I
ft/mil
fps
I ft
Idesignl
@2034
Idesignl
@2014 Idesignl
Segment
1
I I
1 0.501
I
10.601
0.731
I
1 1.64
I I
1 0.38 1
0.31
I I
1 7.61 1
I
6.821
I
0.44 1
Reach
--------------------------------------------------------------------------------
1
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 1.401
I
4.001
0.554
I
1 1.90
I I
1 0.30 1
0.24
I I
1 2.18 1
I
1.951
I
0.44 1
Reach
--------------------------------------------------------------------------------
2
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 4.901
I
4.001
0.616
I
1 2.56
I I
1 0.29 1
0.23
I I
1 2.42 1
I
2.171
I
0.44 1
Reach
--------------------------------------------------------------------------------
3
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 2.001
I
4.001
I
0.666 1
2.64
I I
1 0.29 1
0.23
I I
1 2.61 1
I
2.341
I
0.44 1
Reach
----------------------------------------------------------------_----------------
4
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 4.801
I
4.001
I
0.688 1
2.70
I I
1 0.29 1
0.23
I I
1 2.70 1
I
2.421
I
0.44 1
Reach
--------------------------------------------------------------------------------
5
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.401
I
4.001
I
0.688 1
2.73
I I
1 0.29 1
0.23
I I
1 2.70 1
I
2.421
I
0.44 1
Reach
--------------------------------------------------------------------------------
6
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 8.801
I
4.001
I
0.689 1
2.79
I I
1 0.29 1
0.23
I I
1 2.71 1
I
2.431
I
0.44 1
Reach
--------------------------------------------------------------------------------
7
1 1
1
1
1 1
1 1
1
1
I
Flow
I
cfs
Segment 1 Reach 1
Waste 1
9.300
Headwatersl
20.000
Tributary 1
0.000
* Runoff 1
0.680
I CBOD
I NBOD I
D.O. I
I mg/1 I
mg/1 I
mg/l I
1 72.000 149.500
1
6.000
1 2.000 1
3.000 1
7.440
1 2.000 1
3.000 1
7.440
1 2.000 1
3.000 1
7.440
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.680 1 2.000 1 3.000 1 7.440

Segment 1 Reach 3
Waste ► 0.000 ► 0.000 1 0.000 1 0.000
Tributary 1 28.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 4
Waste 1 6.588 1 60.000 1 76.000 1 6.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 5
Waste 1 3.100 1 85.500 ► 9.000 I 6.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 6
Waste 1 0.028 1 45.000 1 90.000 1 0.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 7
Waste 1 0.011 1 45.000 1 90.000 1 0.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
* Runoff flow is in cfs/mile

SUMMER
MODEL @
BOD5=24,
CBOD/BOD5 RATIO=3
I Seg #
I Reach #
I Seg Mi
I D.O.
I CBOD I
NBOD I
Flow
' 1
1
0:00
6.98
24.22
17.76
29.30
1
1
0.05
6.95
24.15
17.71
29.33
1
1
0.10
6.92
24.09
17.66
29.37
1
1
0.15
6.90
24.03
17.61
29.40
1
1
0.20
6.87
23.96
17.56
29.44
1
1
0.25
6.84
23.90
17.51
29.47
1
1
0.30
6.82
23.83
17.46
29.50
1
1
0.35
6.80
23.77
17.41
29.54
1
1
0.40
6.77
23.71
17.37
29.57
1
1
0.45
6.75
23.64
17.32
29.61
1
1
0.50
6.73
23.58
17.27
29.64
1
2
0.50
6.73
23.58
17.27
29.64
1
2
0.60
6.61
23.45
17.15
29.71
1
2
0.70
6.49
23.33
17.04
29.78
1
2
0.80
6.38
23.20
16.92
29.84
1
2
0.90
6.27
23.08
16.81
29.91
1
2
1.00
6.16
22.95
16.70
29.98
1
2
1.10
6.06
22.83
16.59
30.05
1
2
1.20
5.96
22.71
16.47
30.12
1
2
1.30
5.87
22.59
16.36
30.18
1
2
1.40
5.78
22.47
16.26
30.25
1
2
1.50
5.69
22.35
16.15
30.32
1
2
1.60
5.60
22.23
16.04
30.39
1
2
1.70
5.52
22.11
15.93
30.46
1
2
1.80
5.44
21.99
15.83
30.52
1
2
1.90
5.37
21.87
15.72
30.59
1
3
1.90
6.36
12.38
9.64
58.59
1
3
2.00
6.33
12.33
9.59
58.67
1
3
2.10
6.30
12.28
9.54
58.74
1
3
2.20
6.27
12.23
9.49
58.81
1
3
2.30
6.24
12.18
9.44
58.89
1
3
2.40
6.22
12.13
9.39
58.96
1
3
2.50
6.19
12.09
9.34
59.04
1
3
2.60
6.17
12.04
9.30
59.11
1
3
2.70
6.14
11.99
9.25
59.18
1
3
2.80
6.12
11.95
9.20
59.26
1
3
2.90
6.10
11.90
9.15
59.33
1
3
3.00
6.08
11.85
9.10
59.41
1
3
3.10
6.06
11.81
9.06
59.48
1
3
3.20
6.04
11.76
9.01
59.55
1
3
3.30
6.02
11.71
8.96
59.63
1
3
3.40
6.01
11.67
8.92
59.70
1
3
3.50
5.99
11.62
8.87
59.78
1
3
3.60
5.97
11.58
8.82
59.85
1
3
3.70
5.96
11.53
8.78
59.92
1
3
3.80
5.94
11.49
8.73
60.00
1
3
3.90
5.93
11.44
8.69
60.07
1
3
4.00
5.92
11.40
8.64
60.15
1
3
4.10
5.90
11.35
8.60
60.22
1
3
4.20
5.89
11.31
8.55
60.29
1
3
4.30
5.88
11.26
8.51
60.37
1
3
4.40
5.87
11.22
8.47
60.44
1
3
4.50
5.86
11.18
8.42
60.52
1
3
4.60
5.85
11.13
8.38
60.59
1
3
4.70
5.84
11.09
8.34
60.66
1
3
4.80
5.83
11.05
8.29
60.74
NH3=11, DO=6,

1
3
4.90
5.83
11.00
8.25
60.81
1
3
5.00
5.82
10.96
8.21
60.89
1
3
5.10
5.81
10.92
8.17
60.96
1
3
5.20
5.81
10.88
8.12
61.03
1
3
5.30
5.80
10.83
8.08
61.11
1
3
5.40
5.79
10.79
8.04
61.18
1
3
5.50
5.79
10.75
8.00
61.26
1
3
5.60
5.79
10.71
7.96
61.33
1
3
5.70
5.78
10.67
7.92
61.40
1
3
5.80
5.78
10.63
7.88
61.48
1
3
5.90
5.77
10.58
7.84
61.55
1
3
6.00
5.77
10.54
7.80
61.63
1
3
6.10
5.77
10.50
7.76
61.70
1
3
6.20
5.77
10.46
7.72
61.77
1
3
6.30
5.76
10.42
7.68
61.85
1
3
6.40
5.76
10.38
7.64
61.92
1
3
6.50
5.76
10.34
7.60
62.00
1
3
6.60
5.76
10.30
7.56
62.07
1
3
6.70
5.76
10.26
7.52
62.14
1
3
6.80
5.76
10.22
7.49
62.22
1
4
6.80
5.78
14.99
14.05
68.81
1
4
7.00
5.71
14.88
13.91
68.95
1
4
7.20
5.65
14.77
13.77
69.10
1
4
7.40
5.59
14.67
13.64
69.25
1
4
7.60
5.53
14.56
13.51
69.40
1
4
7.80
5.48
14.46
13.38
69.55
1
4
8.00
5.44
14.35
13.25
69.69
1
4
8.20
5.39
14.25
13.12
69.84
1
4
8.40
5.35
14.15
12.99
69.99
1
4
8.60
5.32
14.04
12.87
70.14
1
4
8.80
5.28
13.94
12.74
70.29
1
5
8.80
5.31
16.97
12.58
73.39
1
5
9.20
5.24
16.73
12.35
73.68
1
5
9.60
5.18
16.50
12.12
73.98
1
5
10.00
5.12
16.27
11.90
74.27
1
5
10.40
5.08
16.04
11.68
74.57
1
5
10.80
5.05
15.82
11.46
74.87
1
5
11.20
5.03
15.60
11.25
75.16
1
5
11.60
5.01
15.39
11.04
75.46
1
5
12.00
5.00
15.18
10.84
75.75
1
5
12.40
5.00
14.97
10.64
76.05
1
5
12.80
5.00
14.76
10.45
76.35
1
5
13.20
5.01
14.56
10.26
76.64
1
5
13.60
5.02
14.36
10.07
76.94
1
6
13.60
5.01
14.37
10.10
76.97
1
6
13.64
5.02
14.35
10.08
76.99
1
6
13.68
5.02
14.33
10.06
77.02
1
6
13.72
5.02
14.31
10.04
77.05
1
6
13.76
5.02
14.29
10.03
77.08
1
6
13.80
5.02
14.27
10.01
77.11
1
6
13.84
5.02
14.25
9.99
77.14
1
6
13.88
5.02
14.24
9.97
77.17
1
6
13.92
5.03
14.22
9.95
77.20
1
6
13.96
5.03
14.20
9.93
77.23
1
6
14.00
5.03
14.18
9.92
77.26
1
7
14.00
5.03
14.18
9.93
77.27
1
7
14:10
5.03
14.13
9.88
77.35
1
7
14.20
5.04
14.08
9.84
77.42
1
7
14.30
5.04
14.04
9.79
77.49
1
7
14.40
5.05
13.99
9.75
77.57

1'
7
14.50
5.05
13.94
9.70
77.64
1
7
14.60
5.06
13.89
9.66
77.72
1
7
14.70
5.06
13.85
9.61
77.79
1
7
14.80
5.07
13.80
9.57
77.86
1
7
14.90
5.07
13.75
9.53
77.94
1
7
15.00
5.08
13.71
9.48
78.01
1
7
15.10
5.09
13.66
9.44
78.09
1
7
15.20
5.09
13.61
9.40
78.16
1
7
15.30
5.10
13.57
9.36
78.23
1
7
15.40
5.10
13.52
9.31
78.31
1
7
15.50
5.11
13.47
9.27
78.38
1
7
15.60
5.12
13.43
9.23
78.46
1
7
15.70
5.12
13.38
9.19
78.53
1
7
15.80
5.13
13.34
9.15
78.60
1
7
15.90
5.14
13.29
9.10
78.68
1
7
16.00
5.14
13.25
9.06
78.75
1
7
16.10
5.15
13.20
9.02
78.83
1
7
16.20
5.16
13.16
8.98
78.90
1
7
16.30
5.17
13.11
8.94
78.97
1
7
16.40
5.17
13.07
8.90
79.05
1
7
16.50
5.18
13.02
8.86
79.12
1
7
16.60
5.19
12.98
8.82
79.20
1
7
16.70
5.20
12.94
8.78
79.27
1
7
16.80
5.20
12.89
8.74
79.34
1
7
16.90
5.21
12.85
8.70
79.42
1
7
17.00
5.22
12.81
8.66
79.49
1
7
17.10
5.23
12.76
8.62
79.57
1
7
17.20
5.24
12.72
8.58
79.64
1
7
17.30
5.24
12.68
8.54
79.71
1
7
17.40
5.25
12.63
8.51
79.79
1
7
17.50
5.26
12.59
8.47
79.86
1
7
17.60
5.27
12.55
8.43
79.94
1
7
17.70
5.28
12.51
8.39
80.01
1
7
17.80
5.28
12.46
8.35
80.08
1
7
17.90
5.29
12.42
8.32
80.16
1
7
18.00
5.30
12.38
8.28
80.23
1
7
18.10
5.31
12.34
8.24
80.31
1
7
18.20
5.32
12.30
8.21
80.38
1
7
18.30
5.33
12.26
8.17
80.45
1
7
18.40
5.34
12.22
8.13
80.53
1
7
18.50
5.34
12.17
8.10
80.60
1
7
18.60
5.35
12.13
8.06
80.68
1
7
18.70
5.36
12.09
8.02
80.75
1
7
18.80
5.37
12.05
7.99
80.82
1
7
18.90
5.38
12.01
7.95
80.90
1
7
19.00
5.39
11.97
7.92
80.97
1
7
19.10
5.40
11.93
7.88
81.05
1
7
19.20
5.41
11.89
7.85
81.12
1
7
19.30
5.41
11.85
7.81
81.19
1
7
19.40
5.42
11.81
7.78
81.27
1
7
19.50
5.43
11.77
7.74
81.34
1
7
19.60
5.44
11.73
7.71
81.42
1
7
19.70
5.45
11.69
7.67
81.49
1
7
19.80
5.46
11.65
7.64
81.56
1
7
19.90
5.47
11.62
7.60
81.64
1
7
20.00
5.48
11.58
7.57
81.71
1
7
20.10
5.48
11.54
7.54
81.79
1
7
20.20
5.49
11.50
7.50
81.86
1
7
20.30
5.50
11.46
7.47
81.93
1
7
20.40
5.51
11.42
7.44
82.01

1'
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
I Seg # I Reach #
20.50
5.52
11.39
7.40
82.08
20.60
5.53
11.35
7.37
82.16
20.70
5.54
11.31
7.34
82.23
20.80
5.55
11.27
7.31
82.30
20.90
5.56
11.23
7.27
82.38
21.00
5.57
11.20
7.24
82.45
21.10
5.57
11.16
7.21
82.53
21.20
5.58
11.12
7.18
82.60
21.30
5.59
11.09
7.15
82.67
21.40
5.60
11.05
7.11
82.75
21.50
5.61
11.01
7.08
82.82
21.60
5.62
10.98
7.05
82.90
21.70
5.63
10.94
7.02
82.97
21.80
5.64
10.90
6.99
83.04
21.90
5.65
10.87
6.96
83.12
22.00
5.65
10.83
6.93
83.19
22.10
5.66
10.79
6.90
83.27
22.20
5.67
10.76
6.87
83.34
22.30
5.68
10.72
6.84
83.41
22.40
5.69
10.69
6.81
83.49
22.50
5.70
10.65
6.78
83.56
22.60
5.71
10.62
6.75
83.64
22.70
5.72
10.58
6.72
83.71
22.80
5.73
10.55
6.69
83.78
Seg Mi I
D.O. I
CBOD I
NBOD I
Flow

*
SUMMER
MODEL @ BOD5=28,
NH3=9, DO=6,
CBOD/BOD5 RATIO=3
---------- MODEL
RESULTS ----------
Discharger
:
TOWN OF SPINDALE
Receiving Stream :
CATHEYS CREEK
----------------------------------------------------------------------
The End
D.O.
is 5.74
mg/l.
The End
CBOD
is 11.08
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 6.29
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
------
Milepoint Reach
----------------
# (mg/1)
----
(mg/1)
----
(mg/1)
--
(mgd)
----------
Segment
1
5.03
`12.40 5
Reach
1
81.00
40.50
6.00
6.00000
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
60.00
76.00
6.00
4.25000
Reach
5
85.50
9.00
6.00
2.00000
Reach
6
45.00
90.00
0.00
0.01800
Reach
7
45.00
90.00
0.00
0.00700

*** MODEL SUMMARY DATA ***
Discharger : TOWN OF SPINDALE Subbasin : 030802
Receiving Stream : CATHEYS CREEK Stream Class: C
Summer 7Q10 : 20.0 Winter 7Q10 : 26.0
Design Temperature: 25.0
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
I mile I
ft/mil
fps
I ft
Idesignl
@20:h
Idesigni
@20% Idesignl
Segment
1
I I
1 0.501
I
10.601
0.731
I
1 1.64
I I
1 0.38 1
0.31
I I
1 7.61 1
I
6.821
I
0.44 1
Reach
--------------------------------------------------------------------------------
1
I I
I
I
I I
I I
I
I
Segment
1
I I
1 1.401
I
4.001
0.554
I
1 1.90
I I
1 0.30 1
0.24
I I
1 2.18 1
I
1.951
I
0.44 1
Reach
--------------------------------------------------------------------------------
2
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 4.901
I
4.001
0.616
I
1 2.56
I I
1 0.29 1
0.23
I I
1 2.42 1
I
2.171
I
0.44 1
Reach
--------------------------------------------------------------------------------
3
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 2.001
I
4.001
I
0.666 1
2.64
I I
1 0.29 ►
0.23
I I
1 2.61 1
I
2.341
I
0.44 1
Reach
--------------------------------------------------------------------------------
4
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 4.801
1
4.001
I
0.688 1
2.70
I I
1 0.29 1
0.23
I I
1 2.70 1
I
2.421
I
0.44 1
Reach
--------------------------------------------------------------------------------
5
1 1
I
I
I I
I I
I
I
Segment
1
I I
1 0.401
I
4.001
I
0.688 1
2.73
I I
1 0.29 1
0.23
I I
1 2.70 1
I
2.421
I
0.44 1
Reach
--------------------------------------------------------------------------------
6
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 8.801
I
4.001
I
0.689 1
2.79 1
I I
0.29 1
0.23 1
I I
2.71 1
I
2.431
I
0.44 1
Reach
--------------------------------------------------------------------------------
7
1 1
1
1
1
1
1
1
1
1
I
Flow
I
cfs
Segment 1 Reach 1
Waste 1
9.300
Headwatersl
20.000
Tributary 1
0.000
* Runoff 1
0.680
I CBOD
I NBOD I
D.O. I
I mg/1
I mg/1 I
mg/l I
1 81.000
1 40.500 1
6.000
1 2.000
1 3.000 1
7.440
1 2.000 1
3.000 1
7.440
1 2.000 1
3.000 1
7.440
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.680 1 2.000 1 3.000 1 7.440

Segment 1 Reach 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 28.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 4
Waste 1 6.588 1 60.000 1 76.000 1 6.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 ► 7.440
Segment 1 Reach 5
Waste 1 3.100 1 85.500 1 9.000 1 6.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 6
Waste 1 0.028 1 45.000 1 90.000 1 0.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 7
Waste 1 0.011 1 45.000 1 90.000 1 0.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
* Runoff flow is in cfs/mile

SUMMER
MODEL @
BOD5=28,
CBOD/BOD5 RATIO=3
Seg #
I Reach #
I Seg Mi
I D.O.
I CBOD I
NBOD I
Flow i
1
1
0.00
6.98
27.08
14.90
29.30
1
1
0.05
6.95
27.00
14.86
29.33
1
1
0.10
6.93
26.93
14.82
29.37
1
1
0.15
6.90
26.86
14.78
29.40
1
1
0:20
6.87
26.79
14.74
29.44
1
1
0.25
6.85
26.71
14.70
29.47
1
1
0.30
6.82
26.64
14.66
29.50
1
1
0.35
6.80
26.57
14.62
29.54
1
1
0.40
6.78
26.50
14.58
29.57
1
1
0.45
6.76
26.43
14.54
29.61
1
1
0.50
6.74
26.36
14.50
29.64
1
2
0.50
6.74
26.36
14.50
29.64
1
2
0.60
6.62
26.22
14.40
29.71
1
2
0.70
6.51
26.08
14.30
29.78
1
2
0.80
6.40
25.94
14.21
29.84
1
2
0.90
6.29
25.80
14.12
29.91
1
2
1.00
6.19
25.66
14.02
29.98
1
2
1.10
6.09
25.52
13.93
30.05
1
2
1.20
5.99
25.38
13.84
30.12
1
2
1.30
5.90
25.24
13.75
30.18
1
2
1.40
5.81
25.11
13.66
30.25
1
2
1.50
5.73
24.97
13.57
30.32
1
2
1.60
5.65
24.84
13.48
30.39
1
2
1.70
5.57
24.71
13.39
30.46
1
2
1.80
5.49
24.58
13.30
30.52
1
2
1.90
5.42
24.44
13.21
30.59
1
3
1.90
6.38
13.72
8.33
58.59
1
3
2.00
6.35
13.66
8.29
58.67
1
3
2.10
6.33
13.61
8.25
58.74
1
3
2.20
6.30
13.56
8.20
58.81
1
3
2.30
6.27
13.50
8.16
58.89
1
3
2.40
6.25
13.45
8.12
58.96
1
3
2.50
6.22
13.40
8.08
59.04
1
3
2.60
6.20
13.34
8.04
59.11
3
3
2.70
6.18
13.29
7.99
59.18
1
3
2.80
6.16
13.24
7.95
59.26
1
3
2.90
6.14
13.19
7.91
59.33
1
3
3.00
6.12
13.13
7.87
59.41
1
3
3.10
6.10
13.08
7.83
59.48
1
3
3.20
6.08
13.03
7.79
59.55
1
3
3.30
6.06
12.98
7.75
59.63
1
3
3.40
6.04
12.93
7.71
59.70
1
3
3.50
6.03
12.88
7.67
59.78
1
3
3.60
6.01
12.83
7.63
59.85
1
3
3.70
6.00
12.78
7.59
59.92
1
3
3.80
5.99
12.73
7.56
60.00
1
3
3.90
5.97
12.68
7.52
60.07
1
3
4.00
5.96
12.63
7.48
60.15
1
3
4,10
5.95
12.58
7.44
60.22
1
3
4.20
5.94
12.53
7.40
60.29
1
3
4.30
5.93
12.48
7.37
60.37
1
3
4.40
5.92
12.43
7.33
60.44
1
3
4.50
5.91
12.38
7.29
60.52
1
3
4.60
5.90
12.33
7.25
60.59
1
3
4.70
5.89
12.28
7.22
60.66
1
3
4.80
5.88
12.24
7.18
60.74
NH3=9, DO=6,

1
3
4.90
5.87
12.19
7.14
60.81
1
3
5.00
5.87
12.14
7.11
60.89
1
3
5.10
5.86
12.09
7.07
60.96
1
3
5.20
5.85
12.05
7.04
61.03
1
3
5.30
5.85
12.00
7.00
61.11
1
3
5.40
5.84
11.95
6.96
61.18
1
3
5.50
5.84
11.91
6.93
61.26
1
3
5.60
5.83
11.86
6.89
61.33
1
3
5.70
5.83
11.81
6.86
61.40
1
3
5.80
5.82
11.77
6.83
61.48
1
3
5.90
5.82
11.72
6.79
61.55
1
3
6.00
5.82
11.68
6.76
61.63
1
3
6.10
5.82
11.63
6.72
61.70
1
3
6.20
5.81
11.59
6.69
61.77
1
3
6.30
5.81
11.54
6.66
61.85
1
3
6.40
5.81
11.50
6.62
61.92
1
3
6.50
5.81
11.45
6.59
62.00
1
3
6.60
5.81
11.41
6.56
62.07
1
3
6.70
5.81
11.36
6.52
62.14
1
3
6.80
5.81
11.32
6.49
62.22
1
4
6.80
5.82
15.98
13.15
68.81
1
4
7.00
5.75
15.86
13.02
68.95
1
4
7.20
5.69
15.75
12.89
69.10
1
4
7.40
5.63
15.64
12.77
69.25
1
4
7.60
5.58
15.52
12.64
69.40
1
4
7.80
5.52
15.41
12.52
69.55
1
4
8.00
5.48
15.30
12.40
69.69
1
4
8.20
5.43
15.19
12.28
69.84
1
4
8.40
5.39
15.08
12.16
69.99
1
4
8.60
5.36
14.97
12.04
70.14
1
4
8.80
5.32
14.86
11.93
70.29
1
5
8.80
5.35
17.85
11.81
73.39
1
5
9.20
5.28
17.60
11.59
73.68
1
5
9.60
5.21
17.35
11.37
73.98
1
5
10.00
5.16
17.11
11.16
74.27
1
5
10.40
5.12
16.88
10.96
74.57
1
5
10.80
5.08
16.64
10.76
74.87
1
5
11.20
5.06
16.41
10.56
75.16
1
5
11.60
5.04
16.19
10.37
75.46
1
5
12.00
5.03
15.96
10.18
75.75
1
5
12.40
5.03
15.74
9.99
76.05
1
5
12.80
5.03
15.53
9.81
76.35
1
5
13.20
5.03
15.31
9.63
76.64
1
5
13.60
5.04
15.10
9.46
76.94
1
6
13.60
5.04
15.11
9.48
76.97
1
6
13.64
5.04
15.09
9.47
76.99
1
6
13.68
5.04
15.07
9.45
77.02
1
6
13.72
5.05
15.05
9.43
77.05
1
6
13.76
5.05
15.03
9.42
77.08
1
6
13.80
5.05
15.01
9.40
77.11
1
6
13.84
5.05
14.99
9.38
77.14
1
6
13.88
5.05
14.97
9.36
77.17
1
6
13.92
5.05
14.95
9.35
77.20
1
6
13.96
5.05
14.93
9.33
77.23
1
6
14.00
5.06
14.91
9.31
77.26
1
7
14.00
5.06
14.91
9.32
77.27
1
7
14.10
5.06
14.86
9.28
77.35
1
7
14.20
5.06
14.81
9.24
77.42
1
7
14.30
5.07
14.76
9.20
77.49
1
7
14.40
5.07
14.71
9.16
77.57

1
7
14.50
5.08
14.66
9.11
77.64
1
7
14.60
5.08
14.61
9.07
77.72
1
7
14.70
5.09
14.56
9.03
77.79
1
7
14.80
5.09
14.51
8.99
77.86
1
7
14.90
5.10
14.46
8.95
77.94
1
7
15.00
5.10
14.41
8.91
78.01
1
7
15.10
5.11
14.36
8.87
78.09
1
7
15.20
5.12
14.31
8.83
78.16
1
7
15.30
5.12
14.26
8.79
78.23
1
7
15.40
5.13
14.22
8.75
78.31
1
7
15.50
5.13
14.17
8.71
78.38
1
7
15.60
5.14
14.12
8.67
78.46
1
7
15.70
5.15
14.07
8.63
78.53
1
7
15.80
5.15
14.02
8.59
78.60
1
7
15.90
5.16
13.98
8.55
78.68
1
7
16.00
5.17
13.93
8.52
78.75
1
7
16.10
5.17
13.88
8.48
78.83
1
7
16.20
5.18
13.83
8.44
78.90
1
7
16.30
5.19
13.79
8.40
78.97
1
7
16.40
5.20
13.74
8.36
79.05
1
7
16.50
5.20
13.69
8.33
79.12
1
7
16.60
5.21
13.65
8.29
79.20
1
7
16.70
5.22
13.60
8.25
79.27
1
7
16.80
5.23
13.55
8.21
79.34
1
7
16.90
5.23
13.51
8.18
79.42
1
7
17.00
5.24
13.46
8.14
79.49
1
7
17.10
5.25
13.42
8.10
79.57
1
7
17.20
5.26
13.37
8.07
79.64
1
7
17.30
5.26
13.33
8.03
79.71
1
7
17.40
5.27
13.28
7.99
79.79
1
7
17.50
5.28
13.24
7.96
79.86
1
7
17.60
5.29
13.19
7.92
79.94
1
7
17.70
5.30
13.15
7.89
80.01
1
7
17.80
5.30
13.10
7.85
80.08
1
7
17.90
5.31
13.06
7.82
80.16
1
7
18.00
5.32
13.02
7.78
80.23
1
7
18.10
5.33
12.97
7.75
80.31
1
7
18.20
5.34
12.93
7.71
80.38
1
7
18.30
5.35
12.88
7.68
80.45
1
7
18.40
5.35
12.84
7.64
80.53
1
7
18.50
5.36
12.80
7.61
80.60
1
7
18.60
5.37
12.75
7.58
80.68
1
7
18.70
5.38
12.71
7.54
80.75
1
7
18.80
5.39
12.67
7.51
80.82
1
7
18.90
5.40
12.63
7.48
80.90
1
7
19.00
5.40
12.58
7.44
80.97
1
7
19.10
5.41
12.54
7.41
81.05
1
7
19.20
5.42
12.50
7.38
81.12
1
7
19.30
5.43
12.46
7.34
81.19
1
7
19.40
5.44
12.42
7.31
81.27
1
7
19.50
5.45
12.37
7.28
81.34
1
7
19.60
5.46
12.33
7.25
81.42
1
7
19.70
5.47
12.29
7.21
81.49
1
7
19.80
5.47
12.25
7.18
81.56
1
7
19.90
5.48
12.21
7.15
81.64
1
7
20.00
5.49
12.17
7.12
81.71
1
7
20.10
5.50
12.13
7.09
81.79
1
7
20.20
5.51
12.09
7.06
81.86
1
7
20.30
5.52
12.05
7.03
81.93
1
7
20.40
5.53
12.01
6.99
82.01

1
7
20.50
5.54
11.97
6.96
82.08
1
7
20.60
5.54
11.93
6.93
82.16
1
7
20.70
5.55
11.89
6.90
82.23
1
7
20.80
5.56
11.85
6.87
82.30
1
7
20.90
5.57
11.81
6.84
82.38
1
7
21.00
5.58
11.77
6.81
82.45
1
7
21.10
5.59
11.73
6.78
82.53
1
7
21.20
5.60
11.69
6.75
82.60
1
7
21.30
5.61
11.65
6.72
82.67
1
7
21.40
5.61
11.61
6.69
82.75
1
7
21.50
5.62
11.57
6.66
82.82
1
7
21.60
5.63
11.53
6.63
82.90
1
7
21.70
5.64
11.50
6.60
82.97
1
7
21.80
5.65
11.46
6.58
83.04
1
7
21.90
5.66
11.42
6.55
83.12
1
7
22.00
5.67
11.38
6.52
83.19
1
7
22.10
5.68
11.34
6.49
83.27
1
7
22.20
5.68
11.31
6.46
83.34
1
7
22.30
5.69
11.27
6.43
83.41
1
7
22.40
5.70
11.23
6.40
83.49
1
7
22.50
5.71
11.19
6.38
83.56
1
7
22.60
5.72
11.16
6.35
83.64
1
7
22.70
5.73
11.12
6.32
83.71
1
7
22.80
5.74
11.08
6.29
83.78
Seg #
I Reach #
I Seg Mi
D.O. I
CBOD I
NBOD I
Flow

VHOLE EFFLUENT TOXICITY TESTING 01SELF-MONITORING SUMMARY] Fri, Jun 15, 1990
.PINDAIE WWTP
PERMIT CHRONIC LIMIT:67%,75% @ > 4MGD
186
17
-
-
-
( )
-
-
(PASS)
-
1PDF.SN: NC0020G64
County: RUTHERFORD Region: ARO
Begin 1011188 Frequency: Q P/F
Months: MAR JUN SEP DEC
'88 (FAIL)
(-)
-
FAIL
-
(-)
FAIL
-
(FAIL)
-
=
PASS NR
PF:4.0
SOC/JOC Req:
189 -
FAIT.
NR
-
FAO.
NR
FAO.
NR
FAIL
7Q10:3.10 IWC(%):66.6/
SOG` 1/L5/88 7188 Q CHR 67% TARGET
190 -
FAA.
-
iPRAGUE ELECTRIC-001
PERMIT CHRONIC LIMIT:2.8%
86
VPDESN: NC0000019
Begs 2/8188 Ptequency: Q P/F
'87
'88
-
PASS
(-)
-
NR
PASS
PASS
on:
County: ASHE RegiWSRO
Months: MAR SEP DEC
189
NR
FAIL
bt
NR
PASS
PASS
PF:0.75
SOC/JOCRcq:
-
-
PASS
-
-
7Q10:41.00 TWC(%):2.76
190 -
-
NR
-
PASS
SPRINGER-EUBANK CO.001.002
PERMIT:48 MR ACUTE MONIT EPIS(GRAB)
'96
NPDES#: NC0077682
Begin:4/16190 Frequency: SOWD(
.87
County: NEW HANOVER Region: WIRO
Months:
188
PF: NA
SOC/10C Req:
189
7Q10:0.0 ]WC(%) -.NA
'90
-
SPRINGS INDUSTRIES
PERMIT ACUTE LONIT:NO SIGNIF MORT (FfHD)
186
NPDESN: NC000S754
Begs 211/89 Frequency: Q P/F
'87
County: SCOTLA.ND Region: FRO
Months: JAN APR JUL OCT
'88
PASS
-
PASSf
-
-
PASSf
- -
PF:0.03
SOC/JOC Req:
89 -
-
-
-
7Q10:34.0 IWC(%):0.14
'90 PASSf
-
-
PASSf
SPRUCE PME WWTP
PERMIT CHRONICLIMM2.1% kti
V'86 8.4
P40
NONE
P15
NONE
NONE
NONE
Ply
62
(PASS)
47 -
NPDFSB: NCO021423
Begin:411/89 Fmq=v-r.. Q P/P A
'87 (PASS)
-
-
(PASS)
-
-
(-)
-
NR
(PASS)
- -
County:MITCHELL Region:ARO
Months: FEB MAY AUG NOV
'88 (PASS)
-
-
(PASS)
-
-
(PASS)
-
-
(PASS)
- -
PF:0.60
SOC/JOCReq:
'89 (PASS)
-
-
-
PASS
-
-
PASS
-
-
PASS -
7Q10:44.0 IWC(%):2.06
190 -
PASS
-
-
PASS
STANLEY W WTP
PERMIT CHRONIC LIMIT:999 , 74% AT RELOC
'86 -
'87 NR
-
0.59
-
45.5
--
11
NONE
NONE
NONE
NR
bt
38.54
16.8 <5.0
NPDFSN: NCDO20036
County: GASTON Region: MRO
Begin: 6130/89 Freque-y. Q P/F A
Months: JAN APR JUL OCT
'88 <5.0
e5.0
P15
NONE
NONE
NONE
-
FAIL
=
-
FAIL -
PF: 1.4
SOC/JOC Req:
89 -
-
FAIL
-
FAIL
-
FAIL
FAIL
FAIL
7Q10:0.00 IWC(%):100.00
JOC:7/88-3/90 NO TOX REQ
90 -
-
FAIL
FAO,
FAIL
STAR ENTERPRISE -PAW CREEK
PERMIT:48 HR ACUTE MONIT EPISODIC (GRAB)
'86
NPDESB: N00022187
Begin:9/1/89 Frequency: 5'
'87
County: MECKLENBURG Region: MR0
Months:-
PF:NA
SOC/30C Rcq:
.89 -
-
-
-
-
-
-
7Q10:0.0 TWC(%):100.0-
STAR WWTP
OFFLINE
'86 66
28
NR
10
28
22
47
15.5
23
10
NR 14.3
NPDF-SM: NCO021539
Begim 00/00/00 Frequerwy. D
'87 <5
20
14
<5
7.1
<5
<5
NR
-
I
County: MONTGOMERY Region: FRO
Months:
'88
PF: 0.3
SOC/JOC Req:
.89
7Q10: 0.00 IWC(%):100.00
190
STAR W WTP
LETTER CHRONIC TARGET:99%
'86
'87
-
-
-
39,P15
-
FAIL FAO,
NPDF.SJI: N00058548
County: MONTGOMERY Region: FRO
Begin: 10/1/89 Frequency: Q P/F A
Months: JAN APR JUL OCT
-
'88 FAIL
-
NR
-
FAIL
-
P20
-
P30
NONE
78
65
90
NONE
P15 NR
PP:0.60
SOC/JOC Req:
'89 NR
NR
NR
P20,NONE P15,NONE P20
NONE"
NONE-
92.8
NR
FAIL
7Q10:0.00 LWC(%):100.00
'90 FAIL
15.6•
-
-
STATRSV R.LE FOURTH CREEK W WTP
PERMIT CHIC LIMT:36%,46% @ >4MGD
'86
NPDESM: NC0031836
Begin:1211/97 Frequency: Q P/F
'87 -
-
-
-
-
-
-
bt
P257
8.83
NR (NR)
County: IR®ELL Region: MRO
Months: JAN APR JUL OCT
'88 FAIL
-
(FAIL)
FAIL
-
(FAIL)
FAIL
FAIL
-
FAIL
- PASS
PF:4.00
SOC/JOC Req:
'89 FAIL
FAIL
bt
FAIL
FAIL
FAO.
FAIL
FAIL
FAIL
FAIL
7Q10:11.0 IWC(%):36A5
'90 FAO.
P,P
FAIL
ASS
4-r 4(.01y
0 2 rgnwmtive fanures = significant noncompliance V 1985 data available
LEGEND:
PF=Permitted flow (MOD), 7Q10=Re=iving stream low flow criterion (cfs), IWC%=lnstre m waste concentration. Begin=First month required, Frequency-Wonitoring frequency): [Q-Quartody; M-Motnhly; BM -Bimonthly, SA-Scmiarmually, A -Annually;
OWU-Only wlcn dischuging; D-Discontinued monitoring requirement; IS -Conducting independent study), P/P=Pass/Fail chronic bioassay, Ae Acute, Chr-Ctronie, Aapurmdy monitoring increases to monthly upon single failure,
(Dcta Notation): if -Fathead Mbm", •=CLriodspbnia sp., my=Mysid shrimp, ChV=Chronic value, P=Mortality of stated percentage at highest concentration, at-Perfomrd by DEM Aq Tax Group, bt-Bad test),
(Reporting Notation): [-Data not required, NR-Not reported, ( )=Begi n ing of Quarter); (Facility Ac iv ity Status): 11=inactive, N=Newly Issued(To construct), H-Active but not discharging]
37

FACM?y
C°rlOd°P�
Chronic Effluent
Toxicity
Test Monthly
Su"mry
NPDESa
M Remmry Steam
CountyReq{on Brh
OCCIDENTAL ELEC. CORP.4>01
NC0003e75
•
CD
T LC50
Chy DunT
P/F
JOfO
OWASA MASON FRAM WWTP
NE CAPE FEAR RWIRO
CPf23
$70617
L 30.0
PIEDMONT MINERALS CO,
N00025241
MORGAN OR
PRO CPF06
$60717
L 58.0
13.7
15
PILOT MOUNTAIN WWTP
N00003659
ENO RIVERPRO
NEU04
9MIS/18
0
61,2
1.1
PILOT MOUNTAIN WWTP
N0002664s
• HEATHERLY CRWSRO
YAD03
860219
0
4.19
PASS
0.84
PPG INDUSTRIES
NC0026648
HEATHERLY CA
SURRY
WSRO YAD03
870125
L
Kos
FAIL
0.153
RALEIGH-NEUSE WWTP
NC0004626
• N, POTTS CREEK
DAVIDSON
WSRO YAD04
89022124
14.5
0
3 2
0.153
RAIEIOH-NEUSE WWTP
NC0029033
• NEUSE R
WAKE
RRO NEUO2
D 50715118
0
128
PASS
1
RANDLEMAN WWTP
NCD02903J
• NEUSE R
WAKE
PRO NEU02
870712
L 40.0
•0.32
PASS
70.5
RANDLEMAN WWTP
NC0025445
• DEEP R
RANDOLPH
WSRO CPFOS
880610
0
42.2
112
RAUCH INDUSTRIESUT
NCO025445
• DEEP q
AANDOLPH
WSRO CPFOb
860629
L
3.35
FAIL
' 9.8
IREIDSVILLE WWTP
N00030791
CROwD
• ERS OR
GASTON
MRO CT837
s9102427
L 125
12.5
12.e
g 8,
REIDSVILLE WWTP
NCO024881
• L TROUBLESOME OR
ROCKINGHAM
WSRO CPF01
86111821
0
185
01
ROCKWELL SOUTH WWTP
NCO024881
• L TROUBLESOME OR
ROCKINGHAM
WSRO CPfOi
871122
L 32
18.27
FAIL
0.1
ROCKWELL SOUTH WWTP
NCO021768
UT SECOND OR
ROWAN
MAO YAD04
841021
L 45o
32
0.1
ROCKY MOUNT REGIONAL WWTP
NCO021768
NCO030317
UT SECOND OR
•
ROWAN
MRO YAD04
880614/17
L NOW
153
15.S
0
ROCKY MOUNT REGIONAL WWTP
TAR R
EDGECOMBE
RAO TAR02
871103
O
0
ROCKY MOUNT REGIONAL WWTP
NC0030317
• TAR R
EDGECOMBE
PRO TAR02
880131
L 612
25.70
FAIL
83
ROXBORO WWTP
NC0o30.117
TAR R
EDGECOMBE
RRO TAR02
$80125
0
15.5
33
RUTHERFOPDTON WWTP
NC0021024
MARLOWE OR
PERSON
PRO ROA06
671027/30
0
3.56
PASS
83
SANDOZ(SODYECOj
NCO004375
CATAWBA CA
RUTHERFORD
ARO CTB02
$71027130
0
3.52
FAIL
0.01
StLER CITY WWTP
NC0004375
CAihWBA R
MECKLENBURG
MRO CTB33
gg0AP1
L 91.0
2.0/
FAIL
1.7
SILER CITY WWTP
NC0026411
• LOVES CREEK
CHATHAM
PRO CPF12
09072628
L 175
3.2
329
SNOW HILL WWTP
NCD026441
' LOVES CREEK
CHATHAM
RPO CPF12
891212
0
15.e
0.2
SNOW HILL WWTP
NCO020842
CONTENTNEA OR
GREENE
WARO NEU07
871103/06
0
1.83
PASS
0.2
S.PINDM.E w1yTn
NCO020664
COI'LA EA OR
GREENE
WARO NEL*7
880412/15
0
2.08
FAIL
25
STATESVILLE FOURTH CA WWTP
NC0020664
• H01.LANo's OR
RUTHERFORD
ARO CTB02
870414/17
0
5.W
FAIL
25
NCO031836
• FOURTH OR
REDELL
9.02
FAIL
11
iTATE SVILLE FOURTH CA WWTP
NC0031836
FOURTH OR
MRO YAD06
870414/17
0
10.81
FAIL
d
i TATE SVILLE FOURTH OR WWTp
NCO031836
•
IREDELL
MRO YAD06
e9p530
O
0
FAIL
STATESVILLE THIRD CA WWTP
NC0020591
FOURTH OR
•
IREDELL
MAO YAD06
890530
L 1B0
15.8
it
STATESVILLE THIRD OR WWTP
THIRD OR
IREDELL
MAO YAD06
89012427
0
11
ITATESVILLE THIRD OR WTP
W
NC002D591
• THIRD OR
IREDELL
MRO YAD09
690530
0
7.20
FAIL
11
ABOR GTY (TOWN OF)
NC0020591
• THIRD OR
IREDELL
MAO YAD06
908
819.24
L 42.5
0
FAIL
11
AKEDA CHEMICAL PRODUCTS
NC0026000 •
TOWN CANAL
COLUMBUS
WIRO YAD57
800425
0
30.0
11
EXASGULF CNEMICAI.S CO-010
NCDO59234
CAPE FEAR A
NEW HANOVER
WIRO CPF17
e70a0/
L 2.9
0
FAIL
0
EXASGULF CHEMICAt.S CO.011
NC0003255 •
PAMUCO R (TIDAL)
BEAUFORT
WARD TAR07
87072124
L NOW
3.2
009
t10MASVILLE WWiP
NC0003255
PAMUCO R (TIDAL)
BEAUFORT
WARD TAR07
870915/18
0
NONE
0
HOMASVILLE WWTP
NC0024112 •
HAMBY CA
DAVIDSON
WSRO YAD07
870915/18
0
3.01
FAIL
0
ROUTMAN WWTP
W-0024112
HAMBY CREEK
DAVIDSON
WSRO YA007
e907252e
0
18.30
FAIL
0.2
NIMIN (Hine )Tang)
NCo026832
BIG BRANCH CA
IREDELL
MRO CTB32
880715118
0
5.98
FAIL
0.32
-
NC0000361
N TOE R
AVERY
ARO FBR08
86071/18
0
10.87
FAIL
0.1
0.558 1
PASS 1
45
PF
0.747
6
0.3
1.5
1.5
0,3
40
40
1.25
1.25
0.012
5
5
0.135
0.22
17
14
14
5
0.64
3.9
1.8
1.8
0.25
0.25
4
4
4
4
4
4
4
1.1
0,0515
0
0
4
4
0.22
216
Wedrlsedsy, Arm 13,1990
IWCf Cdloaor CMor CRep TMor T,
7.18 MATTHEWS
91.86 FERRELL
36 PRESCOTT
b.3
93.33 HOWELLS
0.0
93.82 MATTHEWS
48.19 RUSSELL
0.0
46.79 GARRETTIMANGLES
16.7
35.83 DAY/FOLLEY
16.5 FOLLEY/DAY
10.0
16.5 FOLLEY
16.2 BRIDGEMAN
98.73 HAUSER
0.0
0.73 AUSLEY
100 MATTHEWS
100 DAYBRIDGEMAN
24.1 DAIL
0.0
20.73 FOLLEY
24.1 FOLLEY
0.0
100 MANGLESIGARRETT
0.0
36.85 PARKER
0.0
1.0 FOLLEY
93 BETHEMPRESCOTT
0.0
93.3 FERRELL
8.3
152 ADAMS/DENTON
0.0
1.53 DENTON
0.0
$6.66 PARKER
0.0
43.66 FRYER
0.0
36 BETHEA/MISTELE
0.0
36 MISTELE/PRESCOT
36.D5 BRIDGEMAN
0.0
36 BETHEA/MISTELE
WA
36 MISTELEIPRESCOT
100 WILLIAMS
0.0
0.01 AUSLEY/MATTHEWS
0 SAWYER
100 DENTON
8.3
96.9 RUSSELL
8.3
95 MICKEY
0.0
77.32 PAYNEJFRYER
16.7
6.92 PARKER
n n
IWC at which Pass/Fail Noassy was conducted, this concentration may not reflect most current 7010 or PF for facility, but is correct at time of test
;est was run at IWC=24.1% (which assumed PF=17.0 MGD), and since result was a PASS at a larger IWC than is stated in permit (IWC=20.73%), this result is included
terminated early due to significant treatment mortality/no Dunnetts t calculated.
,Idicates that the facility has a toxicity testing monitoring requirement See the 'SELF MONITORING TOXICITY TESTING SUMMARYP for more Information.
for=con;ol mortality as %
ep=mean no. of young (neonates) produced in control chambers ••=Use of non -parametric test (Mann -Whitney) in place of Dunnetrs t test
or=test mortality as % P/F=applicable only to single concentration Pass/Fall bioassays
ep=-mean no. Of young Dun T=calculated t value from Dunnetrs t test
Y 9 (neonates)produced in test chambers
22.3 0.0 29.5
151 9.1 0.2
34.2 0,0 33.0
1&3 8.3 19.9
16.3 0.0 8.9
158 33.3 0.6
30.1 100.0 0.0
37.2 0.0 31.0
24.4 0.0 15.7
24.4 16.7 173
221
1S1 132 11.6
30.1 8.3 27.1
31.7 0.0 20.3
30.0 8.3 3.5
30.0 100.0 0,0
WA 100.0 WA
35.3 0.0 24.9
WA 100.0 WA
WA 1100.0 ( WA
24.2 91.7 13 9
24.2 91.7 0.9
17.0 25.0 10.7
18.3 100.0 0.0
29.9 0.0 29
ST
158C
1sac
GIG
24C
Isac
24CW24
24C24
168C
G
166C
24C24
23C24
168C
168C
24C24
G
168C
G/G/G
GIG
G/G
166C
24C/14
24C24
GIG
GK1
24WA
24C24
G
168C
24 CIC
G
168C
24C
168C
G/G
G/(3
G/G
G24C
24C24
24CIG
Page 4

7/0/�a
SPINDALE (WINTER)
AMMONIA
7Q10: 26.0000
NH3 Effl. Conc: 21.8000
AL (1/1.8 mg/1) : 1800.00
Upstream NH3 Conc.: 180.0000
Design Flow: 6.0000
Predicted NH3 Downstream: 5875.92
5.875920
NH3 Limit: 6329.032
6.329032
ANALYSIS
cfs
mg/l
ug/l
ug/l
MGD
ug/l
mg/l
ug/l
mg/1
INSTREAM DATA

0
S12

INSTREAM SELF —MONITORING DATA
MONTHLY AVERAGES
Discharger: IA" Permit No.: NC00 Z4661
Receiving Stream• / C.C. Sub -basin: o.o8az
Upstream Location: 591s-f7 Downstream Location .sk/s9P
Upstream.SDownstream
DATE TEMP D.O. BODS COND TEMP D.O. BOD5 CONDOS
DEC-90
NOV-90
OCT-90
SEP-90
AUG-90
JUL-90
JUN-90
MAY-90
APR-90
MAR- 90
FEB-90
JAN-90
DEC- 89
NOV- 89
OCT-89
SEP-89
AUG-89
JUL-89
JUN-89
MAY-89
APR-89
MAR- 89
FEB-89
JAN-89
DEC-88
NOV- 88
OCT-88
SEP-88
AUG-88
JUL-88
JUN-88
MAY-88
APR-88
MAR- 88
FEB-88
JAN-88
DEC-87
NOV- 87
OCT-87
SEP-87
AUG-87
JUL-87
JUN-87
MAY-87
APR-87
MAR- 87
FEB-87
JAN-87
// z —�
/,S
3yy 6.5 ,oss .f1 . S
ate_
—2 *Sr
f Z .06 0.13
530 /Z .22-.07.? 13.2
9, Z
Al 7"
// 4% .23
316 20 ,ot ��
9, !
A21 736
If, ,0"
2.3
ya0 l6 ,oss _�
��
2.1

a
ti
L
O
M
FA
c
_ Potential effluent limit combinations: `
BOD5 (abb)
NH3-N -�Naoo
.2S' (0)
17 C?6•S�
Comments .lezo .0,,u�op-1c2,uk3-2�a�f; c�C$o�o�6o,N3aD��o,wei3;lSS.s'

` SUMMER
MODEL @ BOD5=28, NH3=16, DO=S
---------- MODEL RESULTS ----------
Discharger : TOWN OF SPINDALE
Receiving Stream : CATHEYS CREEK
----------------------------------------------------------------------
The End D.O. is 5.88 mg/l.
The End CBOD is 9.19 mg/l.
The End NBOD is 6.59 mg/l.
-----------------------------------------------------------------------
WLA
WLA
WLA
DO Min CBOD
NBOD
DO
Waste Flow
(mg/1) Milepoint Reach # (mg/1)
---------------------- ----
(mg/1)
----
(mg/1)
--
(mgd)
Segment
1
5.08 1.90 2
----------
Reach
1
56.00
72.00
5.00
6.00000
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
©60.00
76.00
6.00
4.-25000--
Reach
5
a 85.50
9.00
6.00
2.00000
Reach
6
(!)45.00
90.00
0.00
0.01800
Reach
7
®45.00
90.00
0.00
0.00700
C V" -T►. "7�-.l1 , - C�we, f �fi
I

*** MODEL SUMMARY DATA ***
Discharger : TOWN OF SPINDALE
Receiving Stream : CATHEYS CREEK
Summer 7Q10 : 20.0 Winter 7Q10
Design Temperature: 25.0
Subbasin : 030802
Stream Class: C
26.0
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
I mile I
ft/mil
fps
I ft.
Idesignl
@204
Idesignl
@204 (design)
Segment
1
I I
1 0.501
I
10.601
0.731
I
1 1.64
I I
1 0.38 1
0.31
I I
1 7.61 1
I
6.821
I
0.44 1
Reach
--------------------------------------------------------------------------------
1
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 1.401
I
4.001
0.554
I
1 1.90
I I
1 0.30 1
0.24
I I
1 2.18 1
I
1.951
I
0.44 1
Reach
--------------------------------------------------------------------------------
2
1 1
1
1
1 1
1 I
1
1
Segment
1
I I
1 4.901
I
4.001
0.613
I
1 2.65
I I
1 0.29 1
0.23
I I
1 2.40 1
I
2.161
I
0.44 1
Reach
--------------------------------------------------------------------------------
3
1 1
1
1
1 1
1 1
1
1
Segment
1
I
1 2.001
4.001
0.660 1
2.73
1 0.29 1
0.23
1 2.59 1
2.321
0.44 1
Reach
--------------------------------------------------------------------------------
4
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 4.801
I
4.001
I
0.682 1
2.78
I I
1 0.29 1
0.23
I I
1 2.68 1
I
2.401
I
0.44 1
Reach
--------------------------------------------------------------------------------
5
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.401
I
4.001
I
0.683 1
2.82
I I
1 0.29 1
0.23
I I
1 2.68 1
I
2.411
I
0.44 1
Reach
--------------------------------------------------------------------------------
6
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 8.801
I
4.001
I
0.686 1
2.87
I I
1 0.29 1
I
0.23 1
I
2.69 1
I
2.421
I
0.44 1
Reach
--------------------------------------------------------------------------------
7
1 1
1
1
1 1
1
1
1
1
Flow
I
cfs
Segment 1 Reach 1
Waste 1
9.300
Headwatersi
20.000
Tributary 1
0.000
* Runoff 1
0.680
I CBOD
I NBOD I
D.O. I
I mg/1
I mg/l I
mg/1 I
1 56.000 1
72.000 1
5.000
1 2.000 1
1.000 1
7.440
1 2.000 1
1.000 1
7.440
1 2.000 1
1.000 1
7.440
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.680 1 2.000 1 1.000 1 7.440

Segment 1 Reach 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 32.200 1 2.000 1 1.000 1 7.440
* Runoff 1 0.740 1 2.000 1 1.000 1 7.440
Segment 1 Reach 4
Waste 1 6.588 1 60.000 1 76.000 1 6.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.740 1 2.000 1 1.000 1 7.440
Segment 1 Reach 5
Waste 1 3.100 1 85.500 1 9.000 1 6.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.740 1 2.000 1 1.000 1 7.440
Segment 1 Reach 6
Waste 1 0.028 1 45.000 1 90.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.740 1 2.000 1 1.000 1 7.440
Segment 1 Reach 7
Waste 1 0.011 1 45.000 1 90.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.740 1 2.000 1 1.000 1 7.440
* Runoff flow is in cfs/mile

SUMMER
MODEL @ BOD5=28, NH3=16, DO=5
Seg #
I Reach #
I Seg Mi
I D.O. I
CBOD I
NBOD I
Flow
1
1
0.00
6.67
19.14
23.54
29.30
1
1
0.05
6.64
19.09
23.47
29.33
1
1
0.10
6.62
19.04
23.40
29.37
1
1
0.15
6.60
18.99
23.33
29.40
1
1
0.20
6.58
18.94
23.26
29.44
1
1
0.25
6.56
18.89
23.19
29.47
1
1
0.30
6.55
18.84
23.12
29.50
1
1
0.35
6.53
18.79
23.06
29.54
1
1
0.40
6.51
18.74
22.99
29.57
1
1
0.45
6.50
18.69
22.92
29.61
1
1
0.50
6.48
18.64
22.85
29.64
1
2
0.50
6.48
18.64
22.85
29.64
1
2
0.60
6.36
18.54
22.69
29.71
1
2
0.70
6.24
18.44
22.53
29.78
1
2
0.80
6.12
18.34
22.37
29.84
1
2
0.90
6.01
18.25
22.22
29.91
1
2
1.00
5.90
18.15
22.06
29.98
1
2
1.10
5.79
18.05
21.91
30.05
1
2
1.20
5.69
17.96
21.75
30.12
1
2
1.30
5.59
17.86
21.60
30.18
1
2
1.40
5.50
17.77
21.45
30.25
1
2
1.50
5.41
17.67
21.30
30.32
1
2
1.60
5.32
17.58
21.15
30.39
1
2
1.70
5.24
17.49
21.01
30.46
1
2
1.80
5.15
17.40
20.86
30.52
1
2
1.90
5.08
17.30
20.72
30.59
1
3
1.90
6.29
9.46
10.61
62.79
1
3
2.00
6.26
9.42
10.55
62.87
1
3
2.10
6.24
9.38
10.49
62.94
1
3
2.20
6.22
9.35
10.43
63.01
1
3
2.30
6.20
9.31
10.38
63.09
1
3
2.40
6.17
9.28
10.32
63.16
1
3
2.50
6.15
9.24
10.26
63.24
1
3
2.60
6.13
9.21
10.21
63.31
1
3
2.70
6.12
9.17
10.15
63.38
1
3
2.80
6.10
9.14
10.10
63.46
1
3
2.90
6.08
9.10
10.04
63.53
1
3
3.00
6.06
9.07
9.99
63.61
1
3
3.10
6.05
9.03
9.93
63.68
1
3
3.20
6.03
9.00
9.88
63.75
1
3
3.30
6.02
8.97
9.83
63.83
1
3
3.40
6.01
8.93
9.77
63.90
1
3
3.50
5.99
8.90
9.72
63.98
1
3
3.60
5.98
8.86
9.67
64.05
1
3
3.70
5.97
8.83
9.61
64.12
1
3
3.80
5.96
8.80
9.56
64.20
1
3
3.90
5.95
8.76
9.51
64.27
1
3
4.00
5.94
8.73
9.46
64.35
1
3
4.10
5.93
8.70
9.41
64.42
1
3
4.20
5.92
8.66
9.36
64.49
1
3
4.30
5.91
8.63
9.31
64.57
1
3
4.40
5.91
8.60
9.26
64.64
1
3
4.50
5.90
8.57
9.21
64.72
1
3
4.60
5.89
8.53
9.16
64.79
1
3
4.70
5.89
8.50
9.11
64.86
1
3
4.80
5.88
8.47
9.06
64.94

1`
3
4.90
5.87
8.44
9.01
65.01
1
3
5.00
5.87
8.41
8.96
65.09
1
3
5:10
5.87
8.38
8.91
65.16
1
3
5.20
5.86
8.34
8.86
65.23
1
3
5.30
5.86
8.31
8.82
65.31
1
3
5.40
5.85
8.28
8.77
65.38
1
3
5.50
5.85
8.25
8.72
65.46
1
3
5.60
5.85
8.22
8.67
65.53
1
3
5.70
5.85
8.19
8.63
65.60
1
3
5.80
5.85
8.16
8.58
65.68
1
3
5.90
5.84
8.13
8.54
65.75
1
3
6.00
5.84
8.10
8.49
65.83
1
3
6.10
5.84
8.07
8.44
65.90
1
3
6.20
5.84
8.04
8.40
65.97
1
3
6.30
5.84
8.01
8.35
66.05
1
3
6.40
5.84
7.98
8.31
66.12
1
3
6.50
5.84
7.95
8.26
66.20
1
3
6.60
5.84
7.92
8.22
66.27
1
3
6.70
5.84
7.89
8.18
66.34
1
3
6.80
5.84
7.86
8.13
66.42
1
4
6.80
5.86
12.56
14.26
73.01
1
4
7.00
5.79
12.48
14.11
73.15
1
4
7.20
5.74
12.39
13.97
73.30
1
4
7.40
5.68
12.30
13.83
73.45
1
4
7.60
5.63
12.21
13.69
73.60
1
4
7.80
5.59
12.13
13.56
73.75
1
4
8.00
5.54
12.04
13.42
73.89
1
4
8.20
5.50
11.96
13.29
74.04
1
4
8.40
5.47
11.87
13.16
74.19
1
4
8.60
5.44
11.79
13.03
74.34
1
4
8.80
5.41
11.71
12.90
74.49
1
5
8.80
5.43
14.65
12.74
77.59
1
5
9.20
5.36
14.45
12.50
77.88
1
5
9.60
5.31
14.26
12.26
78.18
1
5
10.00
5.26
14.06
12.02
78.47
1
5
10.40
5.22
13.87
11.80
78.77
1
5
10.80
5.20
13.68
11.57
79.07
1
5
11.20
5.18
13.50
11.35
79.36
1
5
11.60
5.16
13.31
11.14
79.66
1
5
12.00
5.16
13.13
10.92
79.95
1
5
12.40
5.15
12.96
10.72
80.25
1
5
12.80
5.16
12.78
10.51
80.55
1
5
13.20
5.17
12.61
10.31
80.84
1
5
13.60
5.18
12.44
10.12
81.14
1
6
13.60
5.18
12.45
10.15
81.17
1
6
13.64
5.18
12.43
10.13
81.19
1
6
13.68
5.18
12.42
10.11
81.22
1
6
13.72
5.18
12.40
10.09
81.25
1
6
13.76
5.18
12.38
10.07
81.28
1
6
13.80
5.18
12.37
10.05
81.31
1
6
13.84
5.19
12.35
10.03
81.34
1
6
13.88
5.19
12.33
10.01
81.37
1
6
13.92
5.19
12.32
9.99
81.40
1
6
13.96
5.19
12.30
9.97
81.43
1
6
14.00
5.19
12.28
9.96
81.46
1
7
14.00
5.19
12.29
9.97
81.47
1
7
14.10
5.20
12.25
9.92
81.55
1
7
14.20
5.20
12.20
9.87
81.62
1
7
14.30
5.21
12.16
9.83
81.69
1
7
14.40
5.21
12.12
9.78
81.77

1�
7
14.50
5.22
12.08
9.73
81.84
1
7
14.60
5.22
12.04
9.69
81.92
1
7
14.70
5.23
12.00
9.64
81.99
1
7
14.80
5.23
11.96
9.60
82.06
1
7
14.90
5.24
11.92
9.55
82.14
1
7
15.00
5.25
11.88
9.50
82.21
1
7
15.10
5.25
11.84
9.46
82.29
1
7
15.20
5.26
11.80
9.42
82.36
1
7
15.30
5.26
11.76
9.37
82.43
1
7
15.40
5.27
11.72
9.33
82.51
1
7
15.50
5.28
11.69
9.28
82.58
1
7
15.60
5.28
11.65
9.24
82.66
1
7
15.70
5.29
11.61
9.20
82.73
1
7
15.80
5.30
11.57
9.15
82.80
1
7
15.90
5.31
11.53
9.11
82.88
1
7
16.00
5.31
11.49
9.07
82.95
1
7
16.10
5.32
11.45
9.02
83.03
1
7
16.20
5.33
11.42
8.98
83.10
1
7
16.30
5.33
11.38
8.94
83.17
1
7
16.40
5.34
11.34
8.90
83.25
1
7
16.50
5.35
11.30
8.85
83.32
1
7
16.60
5.36
11.26
8.81
83.40
1
7
16.70
5.36
11.23
8.77
83.47
1
7
16.80
5.37
11.19
8.73
83.54
1
7
16.90
5.38
11.15
8.69
83.62
1
7
17.00
5.39
11.12
8.65
83.69
1
7
17.10
5.40
11.08
8.61
83.77
1
7
17.20
5.40
11.04
8.57
83.84
1
7
17.30
5.41
11.01
8.53
83.91
1
7
17.40
5.42
10.97
8.49
83.99
1
7
17.50
5.43
10.93
8.45
84.06
1
7
17.60
5.44
10.90
8.41
84.14
1
7
17.70
5.44
10.86
8.37
84.21
1
7
17.80
5.45
10.82
8.33
84.28
1
7
17.90
5.46
10.79
8.29
84.36
1
7
18.00
5.47
10.75
8.25
84.43
1
7
18.10
5.48
10.72
8.21
84.51
1
7
18.20
5.49
10.68
8.17
84.58
1
7
18.30
5.49
10.65
8.14
84.65
1
7
18.40
5.50
10.61
8.10
84.73
1
7
18.50
5.51
10.58
8.06
84.80
1
7
18.60
5.52
10.54
8.02
84.88
1
7
18.70
5.53
10.51
7.98
84.95
1
7
18.80
5.54
10.47
7.95
85.02
1
7
18.90
5.55
10.44
7.91
85.10
1
7
19.00
5.55
10.40
7.87
85.17
1
7
19.10
5.56
10.37
7.84
85.25
1
7
19.20
5.57
10.34
7.80
85.32
1
7
19.30
5.58
10.30
7.76
85.39
1
7
19.40
5.59
10.27
7.73
85.47
1
7
19.50
5.60
10.23
7.69
85.54
1
7
19.60
5.61
10.20
7.66
85.62
1
7
19.70
5.61
10.17
7.62
85.69
1
7
19.80
5.62
10.13
7.58
85.76
1
7
19:90
5.63
10.10
7.55
85.84
1
7
20.00
5.64
10.07
7.51
85.91
1
7
20.10
5.65
10.03
7.48
85.99
1
7
20.20
5.66
10.00
7.44
86.06
1
7
20.30
5.67
9.97
7.41
86.13
1
7
20.40
5.68
9.94
7.37
86.21

1
7
20.50
5.68
9.90
7.34
86.28
1
7
20.60
5.69
9.87
7.31
86.36
1
7
20.70
5.70
9.84
7.27
86.43
. 1
7
20.80
5.71
9.81
7.24
86.50
1
7
20.90
5.72
9.77
7.20
86.58
' 1
7
21.00
5.73
9.74
7.17
86.65
1
7
21.10
5.74
9.71
7.14
86.73
1
7
21.20
5.75
9.68
7.10
86.80
1
7
21.30
5.75
9.65
7.07
86.87
1
7
21.40
5.76
9.62
7.04
86.95
1
7
21.50
5.77
9.58
7.01
87.02
1
7
21.60
5.78
9.55
6.97
87.10
1
7
21.70
5.79
9.52
6.94
87.17
1
7
21.80
5.80
9.49
6.91
87.24
1
7
21.90
5.81
9.46
6.88
87.32
1
7
22.00
5.82
9.43
6.84
87.39
1
7
22.10
5.82
9.40
6.81
87.47
1
7
22.20
5.83
9.37
6.78
87.54
1
7
22.30
5.84
9.34
6.75
87.61
1
7
22.40
5.85
9.31
6.72
87.69
1
7
22.50
5.86
9.28
6.69
87.76
1
7
22.60
5.87
9.25
6.66
87.84
1
7
22.70
5.88
9.22
6.63
87.91
1
7
22.80
5.88
9.19
6.59
87.98
Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow

J021/90
ver 3.1
T O X I C
S R E V
I E W
Facility:
town of spindale wwtp
NPDES Permit No.:
nc0020664
Status (E, P, or M) :
m
Permitted Flow:
6.0
mgd
Actual Average Flow:
3.1
mgd
Subbasin:
'030802
Receiving Stream:
catheys creek
I--------- PRETREATMENT DATA -------------- I ---- EFLLUENT DATA---- I
Stream Classification:
c
I
ACTUAL
PERMITTED[
I
7010:
20.0
cfs
I
Ind. +
Ind. +
I
FREQUENCY I
IWC:
31.74
%
I
Domestic
PERMITTED
Domestic
I OBSERVED
of Chronic)
Stn'd / Bkg
I Removal
Domestic
Act.Ind.
Total
Industrial
Total
I Eflluent
Criteria I
Pollutant
AL Cone.
I Eff.
Load
Load
Load
Load
Load
I Cone.
Violationsl
---------
--
(ug/1) (ug/1)
----------------
I 8
I --------
(#/d)
--------
(#/d)
--------
(#/d)
--------
(#/d)
(#/d)
I (ug/1)
(#vio/#sam)I
Cadmium
S
2.0
I 92%
0.0
0.0
0.00
---------
0.9
--------
0.910
I --------
I
--------- I
I
Chromium
S
50.0
I 38%
0.0
0.0
0.05
3.7
3.710
I
I I
Copper
AL
7.0
I 39%
0.1
5.2
5.34
18.4
18.520
I 1,790.0
1 N
Nickel
S
88.0
1 77%
0.0
0.3
0.34
8.6
8.620
I 0.0
I P
Lead
S
25.0
I 33%
0.1
0.3
0.36
1.4
1.440
I
I U
Zinc
AL
50.0
I 77%
0.4
3.5
3.95
18.3
18.760
I
I T
Cyanide
S
5.0
1 59%
0.1
0.0
0.11
0.6
0.710
I
I
Mercury
S
0.012
[ 86%
0.0
0.0
0.01
0.0
0.001
1
I S
Silver
AL
0.06
I 948
0.0
0.0
0.02
8.1
8.140
I
i E
Selenium
S
5.00
I 0%
I
I C
Arsenic
S
50.00
I 40%
0.0
0.0
0.01
0.0
0.010 {
I T
Phenols
S
NA
1 99%
I
I I
NH3-N
C
I 0$
I
I O
T.R.Chlor.AL
17.0
I OB
I
I
I
I
1,200.0
1 N
I
I---------------
I
ALLOWABLE
PRDCT'D
PRDCT'D
I
I
PRDCT'D--------- MONITOR/LIMIT ---------
I
I
1--ADTN'L RECMMDTN'S-- I
I
Effluent
Effluent
Effluent
Instream
I Recomm'd i
I
Cone.
using
using
Cone.
Based on
Based on
Based on
I FREQUENCY INSTREAM I
I Allowable
CHRONIC
ACTUAL
PERMIT
using
ACTUAL
PERMITTED
OBSERVED
I Eff. Mon. Monitor. 1
Pollutant
I Load
Criteria
Influent
Influent
OBSERVED
Influent
Influent
Effluent
I based on Recomm'd ? I
--
I (#/d)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
Loading
Loading
Data
I OBSERVED (YES/NO) I
---------
Cadmium
S
I---------
I 3.33
-----------------
6.301
0.013
--------
2.851
--------
0.00
--------
--------
Limit
---------I
----------------- I
1 I A
Chromium
S
I 10.75
157.527
1.263
90.078
0.00
Limit
I I N
Copper
AL
I 1.53
22.054
127.610
442.408
568.16
Monitor
Monitor
Monitor
I Weekly YES I A
Nickel
S
I 51.02
277.247
3.080
77.640
0.01
Monitor
Limit
I NCAC NO I L
Lead
S
I 4.98
78.763
9.498
37.782
0.00
Limit
Limit
I
I Y
Zinc
AL
I 28.99
157.527
35.587
168.971
0.00
Monitor
Monitor
[
I S
Cyanide
S
I 1.63
15.753
1.718
11.400
0.00
Limit
Limit
I
I I
Mercury
S
I 0.01
0.038
0.053
0.004
0.00
Limit
Limit
I
I S
Silver
AL
I 0.13
0.189
0.056
19.126
0.00
Monitor
Monitor
I
I
Selenium
S
I 0.67
15.753
0.000
0.000
0.00
I
I R
Arsenic
S
I 11.11
157.527
0.235
0.235
0.00
I
I E
Phenols
S
1
0.000
0.000
0.000
0.00
I
I S
NH3-N
C
I
0.000
0.00
I
I U
T.R.Chlor.AL
1
53.559
380.89
I
NCAC YES I L
I
I
i T
I
I
I
I
I S
I

U5i15/90 ver 3.1
` Facility:
NPDES Permit No.:
' Status (E, P, or M) :
Permitted Flow:
Actual Average Flow:
Subbasin:
Receiving Stream:
Stream Classification:
7010:
IWC:
Stn'd / Bkg
Pollutant AL Cone.
(ug/1) (ug/1)
--------- -- --------
Cadmium S 2.0
Chromium S 50.0
Copper AL 7.0
Nickel S 88.0
Lead S 25.0
Zinc AL 50.0
Cyanide S 5.0
Mercury S 0.012
Silver AL 0.06
Selenium S 5.00
Arsenic S 50.00
Phenols S NA
NH3-N C
T.R.Chlor.AL 17.0
Pollutant
Cadmium S I
Chromium S )
Copper AL I
Nickel S I
Lead S I
Zinc AL I
Cyanide S I
Mercury S I
Silver AL I
Selenium S I
Arsenic S I
Phenols S I
NH3-N C )
T.R.Chlor.AL I
I
I
I
Allowable
Load
(#/d)
3.33
10.75
1.53
51.02
4.98
28.99
1.63
0.01
0.13
0.67
11.11
T O X I C S R E V I E W
town of spindale wwtp
nc0020664
m
6.0
mgd
3.1
mgd
'030802
catheys creek
I--------- PRETREATMENT DATA -------------- I ---- EFLLUENT DATA---- I
c
I
ACTUAL
PERMITTEDI
I
20.0
cfs
)
Ind. +
Ind. +
I
FREQUENCY 1
31.74
4
I
Domestic PERMITTED
Domestic
I OBSERVED
of Chronicl
I Removal
Domestic
Act.Ind.
Total
Industrial Total
I Eflluent
Criteria I
I Eff.
Load
Load
Load
Load
Load
I Conc.
Violationsl
I t
I--------
(#/d)
--------
(#/d)
--------
(#/d)
--------
(#/d)
(#/d)
I (ug/1)
(#vio/#sam)I
I 92%
0.0
0.0
0.00
0.0
0.004
I
I
I 38!b
0.0
0.0
0.05
0.1
0.142
I
I I
I 398
0.1
5.2
5.34
11.7
11.800
I 1,790.0
I N
I 77%
0.0
0.3
0.34
3.4
3.450
i 0.0
I P
I 338
0.1
0.3
0.36
2.8
2.860
I
I U
I 77%
0.4
3.5
3.95
8.9
9.380
I
1 T
I 59t
0.1
0.0
0.11
0.0
0.142
I
I
I 86%
0.0
0.0
0.01
0.0
0.001
I
I S
I 94%
0.0
0.0
0.02
0.0
0.010
I
I E
I 096
)
I C
I 40%
0.0
0.0
0.01
0.0
0.010 I
I T
I 99V6
I
I I
I 08
I
I O
I 08
I
I
I
I
I N
I
I
ALLOWABLE
PRDCT'D
PRDCT'D
PRDCT'D
I
i
--------- MONITOR/LIMIT---------
I
I
I--ADTN'L RECMMDTN'S-- I
Effluent
Effluent
Effluent
Instream
I Recomm'd I
Conc.
using
using
Conc.
Based on
Based on
Based on
I FREQUENCY INSTREAM I
CHRONIC
ACTUAL
PERMIT
using
ACTUAL
PERMITTED
OBSERVED
I Eff. Mon. Monitor. I
Criteria
Influent
Influent
OBSERVED
Influent
Influent
Effluent I
based on Recomm'd ? I
(ug/1)
-----------------
(ug/1)
(ug/1)
(ug/1)
Loading
Loading
Data I
OBSERVED (YES/NO) I
6.301
0.013
--------
0.013
--------
0.00
--------
--------
---------I
I
----------------- I
I A
157.527
1.263
3.448
0.00
Monitor
I
) N
22.054
127.610
281.880
568.16
Monitor
Monitor
Monitor I
Weekly YES I A
277.247
3.080
31.074
0.01
Monitor
Limit
I
NCAC NO I L
78.763
9.498
75.040
0.00
Limit
Limit
I
I Y
157.527
35.587
84.486
0.00
Monitor
Monitor
I
1 S
15.753
1.718
2.280
0.00
Limit
Limit
I
I I
0.038
0.053
0.004
0.00
Limit
Limit
I
I S
0.189
0.056
0.023
0.00
Monitor
Monitor
I
I
15.753
0.000
0.000
0.00
I
I R
157.527
0.235
0.235
0.00
I
I E
0.000
0.000
0.000
0.00
I
I S
0.000
0.00
I
I U
53.559
0.00
I
I L
I
I T
I
I
I S
I