NC0020664_Wasteload Allocation_19900402

NPDES DOCUWENT SCANNINU COVER SHEET
NPDES Permit:
NC0020664
Spindale WWTP
Document 17ype:
Permit Issuance
yWasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Correspondence
201 Facilities Plan
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date:
April 2, 1990
This document is printed on reuse paper -ignore any
content on the reverse side

NPDES WASTE LOAD ALLOCATION
PERMrr NO.: NCO020664
PERMITTEE NAME: Town of Spindale
Facility Status: Existing
Permit Status: Modification
Major -4 Minor
Pipe No.:
11
Design Capacity: 6.0 MGD
Domestic (% of Flow): 23 %
Industrial (% of Flow): 77 %
Comments:
Permit modification request is for inclusion of a toxicity reduction
schedule. The region is negotiating with the town and will forward the
reduction schedule to P&E.
RECEIVING STREAM: Holland Creek
Class: C
Sub -Basin: 03-08-02
Reference USGS Quad: F11NW (please attach)
County: Rutherford
Regional Office: Asheville Regional Office
Previous Exp. Date: 6/30/92 Treatment Plant Class: Class II
Classification changes within three miles:
Requested by: �1 Lula Hams
Prepared by: /
Reviewed by: I
cF 2 v
Date: 2/8/90
Date: 3 28 90
Date:,,3136,G6
l
Modeler
Date Rec.
I #
s�akkw
I ss o
Drainage Area (mil) 7. / Avg. Streamflow (cfs): /o, Z.
7Q10 (cfs) 3.5 Winter 7Q10 (cfs) 4 5 30Q2 (cfs) G . o
Toxicity Limits: IWC 73 % Acut En:i:c
Instream Monitoring:
Parameters jSoDSNl/ A.-Io Fzc.-Q
Upstream Y Locatidi S,e i�7
Downstream Y Location s e /598 — fib//e -d GE I /C
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
30
30
NH3-N (mg/1)
13.
K�
D.O. (mg/1)
6
S
TSS (mg/1)
30
30
F. Col. (/100 ml)
2 d o
z o o
pH(SU)
6-9
6-y
nn
P41LY MAXIM✓M
67
�llil.,2 �� 2
Izl
/k
3Y
U

'WED
MAR z t; 1yy0
Request No. .5A580
P .- � 5 9`.c MAGFaitir,
------------------- WASTELOAD ALLOCATION APPROVAL FORM---i====-==_- ----
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
Wasteflow (mgd):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal coliform (#/100ml):
pH (su) :
TOWN OF SPINDALE
NCO020664 MAR
23% DOMESTIC / 77% INDUSTRIAL
EXISTING MODIFICATION Ashevd!le Fe i
HOLLAND CREEK Asheville, North Carol' ae
C
030802
Drainage
area:
7.100
sq mi
RUTHERFORD
Summer
7Q10:
3.50
cfs
ARO
Winter
7Q10:
4.50
cfs
HARRIS
Average
flow:
10.20
cfs
2/9/90
30Q2:
6.00
cfs
F11NW
EFFLUENT LIMITS
SUMMER
WINTER
✓6.00
6.00
✓30
30--
1'3
NR✓
'--K
5%
--3"0
30✓
200
200
9
6-9
---------------------
DAILY
MAXIMUM
Chromium
(ug/1):
69
Nickel
(ug/1):
121
Lead
(ug/1):
34
Cyanide
(ug/1):
6.9
Mercury
(ug/1):
0.017
Toxicity Testing Req.: CHRONIC/CERIODAPHNIA @ 73%
-------- n------- ---------- MONITORING -------------
QUARTERLY
Upstream (Y/N): Y Location: SR 1547
Downstream (Y/N): Y Location: SR 1548 ON HOLLAND CREEK
----------------------------- COMMENTS ------------------------------ ----
RECOMMEND EFFLUENT MONITORING FOR CADMIUM, CO---PPER, Z� AND SILVER G^���
RECOMMEND INSTREAM MONITORING FOR TEMPERATURE, DO, CONDUCTIVITY, B065, NH3,
COPPER, AND LEAD.
TECH SUPPORT HAS DETERMINED THAT CHLORINE MAY VIOLATE THE ACTION LEVEL
INSTREAM, ADMINISTRATIVE LETTER TO FACILITY IS FORTHCOMING.
SPINDALE HAS REQUESTED A PERMIT MODIFICATION FOR A TOXICITY REDUCTION SCHEDULE
--------------------------- f}----------------------------------------------
Recommended by:
Reviewed by /
Tech Support Supervi or:
Regional Su i or:
Permits & Engineering:
Date:
Date: 315 h D
Date: 3 0�09,
Date: 3 Z& t.
RETURN TO TECHNICAL SERVICES BY: APR 07 1990

10/89
FacilityName fmovw 0� %/� NC oo Z666Permit # y
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 73 010 (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform guargerly 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 MAR VVd SCP ate- . Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below
all treatment processes.
All toxicity testing-re5ults 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 cliemical/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 1S cfs
Permi ted Flow b • MG D
IWC% 073
Basin & Sub -basin AR -Dot.
Receiving Stream _/ o4c.1w ta"K
County R.VWerv"
Recommended by:
**Chronic Toxicity (Ceriodaphnia) P/F at 73 %, Alwa d-so oes, See Part 3 , Condition r.

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor March 19, 1990 George Everett, .
William W. Cobey, Jr., Secretary Director
1
Mr. Vernon Atkinson s%v" 4° PC
� D
B . P . Barber and Associates�--
351 East ,Blackstock Road 0
Spartansburg, SC 29301 MAR 2 1 199 ,
Dear Mr. Atkinson: TECri; lCAt SU";:URT BRANCH
Enclosed is the informationlyou had requested last 'ek
concerning preparation of an En 'ronmental As.T6ssment ( :)
for ''enlargement of and* relocati of the outfall from the Town of
Spindale's wastewater treatment plant. Enclosed are several
items *of Information that you should. find helpful including a
copy of recent EA -for the City of Fayetteville. The enclosure
labelled Attachment III provides the basic format and information
needs for an environmental assessment. The other enclosures
discuss the need, content, review procedures, etc. for EAs and
EISs reviewed by this Department. I have highlighted several
sections which emphasize the need to address secondary and
cumulative effects of the preferred project. Also, other
alternatives to the preferred alternative need to be addressed,
including the no action alternative.
In addition, presented below are names of several State and
Federal Agency contacts that review •and comment on EAs. It
would be helpful for you to contact them in advance to determine
whether any would have information you could use in the EA and
whether any of them would have any problems with the proposed
project. I would also contact Mr. Trevor Clements of our
Technical'Support Branch concerning wasteload allocations and the
suitability of the discharge location from a water quality
standpoint. (phone [phone])
- Name Agency Phone
1. Mr. Don Baker N. C. Wildlife [phone]
Resources Commission
Mr. Baker will probably refer you to a field biologist and
will be interested in protecting wetlands, wildlife habitat, and
fisheries resources.
Pbllntion Prevention Pays
P.O Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Vernon Atkinson
Page 2
March 19,'1990
2. Mr. Don Robbins N.C. Division of [phone]
Forest Resources
Mr. Robbins will want to know the extent and type of forest
resourcesjimpacted by the project and will request that any
marketable timber along the pipeline route be salvaged.
3. Ms. Carol Tingley N..C. Division of [phone]
Parks and Recreation
Ms. Tingley will be interested in seeing a location map of
the;.; ppelne,and facilities in order to determine whether any
important'fnatural_areas, or rare, threatened or endangered
sipp occur.. a�:orig the pipeline route.
4. Ms. Renee Gledhill -Earley N.C. Division of [phone]
Archives and History
Ms'. Gledhill Earley will provide guidance on steps that must
be..' -taken' to ensure'*that no important historic or archeologic
resources'1 will" b impacted by construction of the outfall line.
5. Mr. Ken Jolly U.S. Army Corps [phone]
of Engineers
Mr. Jolly or some other representative from the Corps will be
able to determine whether the project will impact any regulated
11404" wetlands and can advise on permit requirements.
Review and approval of the EA once we receive it will take
from two and one-half to four months. Please feel free to
contact me if you have -any questions. .
Sincerely,
d�'- K -964",_
Alan R. Clark
Environmental Planner
Spindale.ltr/ARC2
Enclosure's
cc : ' Dale,overcash
r;leri►ents
Boyd Deyane

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T 0 X I CS R E V I EW 02/27/90
ver 3.0
Facility: TOWN OF SPINDALE
NPDES Permit No.: NCO020664
Status (E, P, or M): E
Permitted Flow: 6.00 mgd
Actual Average Flow: 2.89 mgd
Subbasin: •030802
Receiving Stream: HOLLAND CREEK
Stream Classification: C
7010: 3.50 cfs
INC: 72.7 4
-------a------ P R E T
R E A T M E
N T D A
T AEFFLUENT DATA --
I
ACTUAL
ACTUAL
PERMITTED
I
I
I
or
Ind. +
Ind. +
I ACTUAL
ACTUAL 1
I
Default
ACTUAL
Domestic
PERMITTED
Domestic
I Maximum
Weekly 1
Standard
Acute
I Removal
Allowable
Domestic
Industrial
Total
Industrial
Total
I Daily
Average I
Pollutant
AL
Criteria
I Eff.
Load
Load
Load
Load
Load
Load
I Value
Value I
(ug/1)
(ug/1)
I t
_________
(#/d)
__-____
(#/d)
-----
(#/d)
- -------
(#/d)
--- ----
(#/d)
-------
(#/d)
--------
I (ug/l)
I ---- ----
(ug/1) I
___-_____
_________
Cadmium
__
S
______
2.0
---- _ ---
1.79
1
I 924
1.07
---
0.02
0.00
0.02
0.00
0.024
I
I
Chromium
S
50.0
984
I 38%
3.47
0.29
0.01
0.30
0.11
0.402
I
140.00 I
Copper
AL
7.0
9.2
I 394
0.49
0.35
3.38
3.73
11.70
12.050
I
1790.00 1
Nickel
S
88.0
789
I 774
16.45
0.12
0.27
0.39
3.42
3.540
1
223.00 1
Lead
S
25.0
34
I 33%
1.60
0.28
0.32
0.60
2.70
3.060
1
461.00 I
Zinc
AL
50.0
65
1 771,
9.35
1.00
3.10
4.10
8.95
9.950
1
225.00 I
Cyanide
S
5.0
22.0
I 59%
0.52
0.23
0.01
0.24
0.04
0.270
1
35.00 I
Mercury
S
0.012
2.4
I 86%
0.00
0.00
0.02
0.02
0.02
0.017
1
1.00 I
Silver
AL
0.060
1.2
94.00%
0.04
0.03
0.01
0.04
0.01
0.042
1
I
Selenium
S
5.0
20
I 804
1.07
1
I
Arsenic
S
50.0
360
I 80%
10.75
1
I
Phenols
S
NA
I 99.00►
3.64
3.64
I
I
----•----
---- ---
--- -----
A N A L Y S
I S R E
S U L T S �----�-•-"-�-------oe.e.e--•---.o.--
I
I
Monitor / Limit / Special Condition -
Allowable
Allowablel
Predicted
Predicted I
I
1
Effluent
Effluent I
on ACTUAL
on PERMIT.1
Actual
Actual
I INSTREAM MONITORING 1
Bkg I
Conc.
Conc.
Influent
Influent I
ACTUAL
PERMITTED
Daily Max.
Wk. Avg.
I Based on
Based on I
Pollutant
Conc. I
CHRONIC
ACUTE I
Data
Data I
Influent
Influent
Effluent
Effluent
I Actual
Actual I
(ug/1) I
lug/1)
(ug/1) I
(ug/1)
---------
(ug/1) I
-------- I
Loading
-------
Loading
________
Data
--------
Data
_________
I Daily Max.
I ________
Wk. Avg. I
-------
_________
Cadmium
__
S
______ 1
I
________
2.753
-------- I
2.464 1
0.080
0.080 I
Monitor
Monitor
I
I
Chromium
S
I
68.817
1354.763 1
7.811
10.329 1
Limit
Limit
Limit
I
Monitor I
Copper
AL
I
9.634
12.690 1
94.292
304.616 1
Monitor
Monitor
Special
I
Monitor I
Nickel
S
I
121.118
1085.935 1
3.717
33.742 1
Monitor
Limit
Limit
I
Monitor I
Lead
S
I
34.409
46.493 1
16.659
84.963 1
Limit
Limit
Limit
I
Monitor I
Zinc
AL
I
68.817
89.517 I
39.079
94.839 1
Monitor
Monitor
Special
I
Monitor I
Cyanide
S
I
6.882
30.280 I
4.010
4.588 I
Limit
Limit
Limit
I
Monitor 1
Mercury
S
I
0.017
3.303 1
0.097
0.097 I
Limit
Limit
Limit
I
Monitor I
Silver
AL
I
0.083
1.693 I
0.104
0.104 1
Monitor
Monitor
I
I
Selenium
S
1
6.882
27.527 I
0.000
0.000 1
I
I
Arsenic
S
I
68.817
495.484 I
0.000
0.000 1
I
1
Phenols
S
I
0.000
0.000 I
1.506
0.000 1
Monitor
I
I

.. 1 • •, �• •0 • 0• N-e•.•�
FACILM Y NAME: ..� ,% ; : �. �.•{' NPDES NO. NCO 0 �D
1 , '
' f-i-r'•- r-'. ATE:, 161 �� RION: i
3
C MITIONS CUVERING PREMMHEN '
This facility has no SIUs and should not have pretreatment language. '
This facility should and/or is developing a pretreatment program,
Please include the following conditions:
Program Development
' Phase I due
Phase II due
' Additional Conditions
I
(attached) i
This facility is currently implementing a pretreatment program,
Please include the following conditions:
' Program Implementation
r
' Additional Conditions
t
(attached)
t r
I
SICNIFICANI' INDUSTRIAL USERS'. (SIUs) CONTRIBUTIONS
smote, j
j..�A 1
i S1U FW —TOTAL: w L �% I
I 1
-- ..COMPXITICN : TrrXTILE : Q' ICDit
I METAL FINISHINV : Q h MGD
I
OTHER: MGD
MGD ,
MGD
I t
1
HEMIOR CS FYEZi EW
t
PA•RAMEI�t
-
to ss 7-Nl2ou6 ,Y LOAD IN LBS/DAY
ALLOMLE DCMESTIC Tu�4 L
1
-
Ca
/, �r
��
p
v�
n rwc.
9� 9Ejno{//!L
I CrLNU
1
-ll 4
77
Pb
..
CN
i Phenol
t
� Other tf -•+
_ ,, , � j :l
_ �} .� 1 � -
_
D / �
`c� ' t
I
� t
t
t
I
i RECEIVED: / / REVIEMM BY : REI[JRNII� : ,�
t /. /•�,�1
1 ,
__ t

3///9d
SUMMER
MODEL OF SPINDALE,FOREST CITY,
BURLINGTON INDS.
---------- MODEL RESULTS ----------
Discharger II : TOWN OF FOREST CITY
Receiving Stream : SECOND BROAD RIVER
--------------- ------------------------------------------------------
The End D.O. i& 5.72 mg/l.
The End CBOD is 9.50 mg/l.
TheEndNBOD-is�j 6.77 mg/l.
--- -------------------------------------------------------
i
WLA
WLA
WLA
DO Min CBOD
NBOD
DO
Waste Flow
(mg/1) Milepoint Reach # (mg/1)
----
(mg/1)
----
(mg/1)
--
(mgd)
----------
Se ent
1
-------------------
5.05 13.50 5
060.00
Reach
1
58.50
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
5.00
90.00
0.00
0.01800
Reach
7
45.00
90.00
0.00
0.00700
C0 5 r'"
(Dpelf+ Ct
Lw P!f

*** MODEL SUMMARY DATA ***
Discharger
I :
TOWN OF
FOREST CITY
Subbasin :
030802
Receiving Stream :
SECOND
BROAD RIVER
Stream
Class:
WSIII
Summer 7Q10
47.0
Winter
7Q10
: 70.0
Tem Design eraure:
p
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
@204
Idesignl
@204 Idesignl
Segment 1
1
1 1.101
23.501
0.863 1
1.02
1 0.84 1
0.67
129.41 1
26.381
0.73 1
Reach 1
--------------------------------------------------------------------------------
1 1
I
1
1 1
1 1
1
1
Segment 1
I I.
1- 1.801
I
11.801
I
0.675 1
1.59
I I
10.63 10.50
I I
17.82 1
I
7.011
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
I
0.579 1
2.62
I I
1 0.27 1
0.22
I I
1 2.27 1
I
2.041
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
0.629 1
2.70
I I
1 0.27 1
0.21
I I
1 2.47 1
I
2.211
I
0.44 1
Reach 4
--------------------------------------------------------------------------------
1 I
I
I
I I
I I
I
I
Segment 1
I I
1 4.801
I
4.001
I
0.652 1
2.76
I I
1 0.27 1
0.21
I I
12.56 I
I
2.291
I
0.44 1
Reach 5
--------------------------------------------------------------------------------
1 1
1
1
1 1
I 1
1
1
Segment 1
1 0.401
4.001
0.654 1
2.79
10.29 10.23
I I
12.57 1
I
2.301
I
0.44 1
Reach 6
--------------------------------------------------------------------------------
I I
I
I
I I
I I
I
I
Segment 1
I I
1 8.801
I
4.001
I
0.658 12.84
I I
1 0.29 10.23
I I
1 2.58 1
I
2.311
I
0.44 1
Reach 7
---------------------------------------------------------------------------------
1 1
1
1
1 1
1 1
1
1
1
Flow
I
cfs
Segment 1 Reach 1
Waste I
9.300
Headwatersl
3.5,00
Tributary I
0.000
* Runoff I
1.000
I CBOD 1
NBOD 1
D.O. 1
I mg/l I
mg/l I
mg/l i
160.000 1
58.500 I
6.000
1 2.000 I
3.000 i
7.440
I 0.000 I
0.000 I
7.440
1 2.000 1
3.000 I
7.440
Segment 1 Reach 2
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary 1 11.800 i 2.000 I 3.000 I 7.440
* Runoff I 0.000 1 0.000 I 0.000 I 7.440

Segment 1
Reach 3
Waste
I 0.000
I 0.000
I 0.000 I
0.000
_ Tributary
132.200
I 2.000
I 3.000 I
7.440
* Runoff
i 0.740
I 2.000
I 3.000 I
7.440
Se en 1
Reach 4
Wa�te
I 6.588
160.000
176.000 I
6.000
Tributary
I 0.000
I 0.000
I 0.000 I
7.440
* Runoff
I 0.740
I 2.000
I 3.000 I
7.440
Segment 1
Reach 5
Waste
I 3.100
185.500
I 9.000 I
6.000
Tributary
I 0.000
I 0.000
I 0.000 I
7.440
* Runoff
I 0.740
I 2.000
I 3.000 I
7.440
Segment 1
Reach 6
Waste
I 0.028
145.000
190.000 I
0.000
Tributary
I 0.000
I 2.000
I 1.000 I
7.440
* Runoff
I 0.740
I 2.000
I 3.000 I
7.440
Segment 1
Reach 7
Waste
I 0.011
145.000
190.000 I
0.000
Tributary
I 0.000
I 2.000
I 1.000 I
7.440
* Runoff
I 0.740
I 2.000
I 3.000 I
7.440
* Runoff flow is in cfs/mile

I Seg #
( Reach #
I Seg Mi I
D.O. I
CBOD
1
1
0.00
6.39
44.14
1
1
0.10
6.32
43.55
1
1
0.20
6.26
42.98
1
1
0.30
6.22
42.41
1
1
0.40
6.19
41.86
1
1 ;1
0.50
6.17
41.31
1
1
0.60
6.16
40.77
1
1
0.70
6.16
40.25
1
1
0.80
6.16
39.73
1
1
0.90
6.17
39.22
1
1
1.00'
6.18
38.72
1
1
1.10
6.20
38.23
1
2
1.10
6.77
21.59
1
2
1.20
6.67
21.47
1
2
1.30
6.57
21.35
1
2
1.40
6.49
21.23
1
2
1.50
6.41
21.11
1
2
1.60
6.34
20.99
1
2
1.70
6.27
20.87
1
2
1.80
6.21
20.75
1
2
1.90
6.16
20.64
1
2
2.00
6.11
20.52
1
2
2.10
6.06
20.40
1
2
2.20
6.02
20.29
1
2
2.30
5.98
20.17
1
2
2.40
5.95
20.06
1
2
2.50
5.92
19.95
1
2
2.60
5.89
19.83
1
2
2.70
5.86
19.72
1
2
2.80
5.84
19.61
1
2 !
2.90
5.82
19.50
1
3
2.90
6.72
9.77
1
3
3.00
6.68
9.73
1
3
3.10
6.64
9.69
1
3
3.20
6.61
9.65
1
3
3.30
6.57
9.62
1
3
3.40
6.54
9.58
1
3
3.50
6.50
9.54
1
3 j
3.60
6.47
9.50
1
3
3.70
6.44
9.47
1
3
3.80
6.41
9.43
1
3
3.90
6.38
9.39
1
3 1i
4.00
6.36
9.36
1
3
4.10
6.33
9.32
1
3
4.20
6.30
9.29
1
3
4.30
6.28
9.25
1
3
4.40
6.26
9.21
1
3
4.50
6.23
9.18
1
3
4.60
6.21
9.14
1
3
4.70
6.19
9.11
1
3
4.80
6.17
9.07
1
3
4.90
6.15
9.04
1
3
5.00
6.14
9.00
1
3
5.10
6.12
8.97
1
3
5.20
6.10
8.93
1
3
5.30
6.09
8.90
SUMMER
MODEL OF
SPINDALE,FOREST CITY,
BURLINGTON
INDS.
I NBOD I
Flow I
43.32
12.80
42.79
12.90
42.26
13.00
41.74
13.10
41.24
13.20
40.74
13.30
40.24
13.40
39.76
13.50
39.29
13.60
38.82
13.70
38.36
13.80
37.91
13.90
21.88
25.70
21.79
25.70
21.71
25.70
21.62
25.70
21.53
25.70
21.45
25.70
21.36
25.70
21.28
25.70
21.19
25.70
21.11
25.70
21.02
25.70
20.94
25.70
20.86
25.70
20.77
25.70
20.69
25.70
20.61
25.70
20.53
25.70
20.45
25.70
20.36
25.70
10.71
57.90
10.65
57.97
10.59
58.05
10.53
58.12
10.47
58.20
10.41
58.27
10.36
58.34
10.30
58.42
10.24
58.49
10.19
58.57
10.13
58.64
10.07
58.71
10.02
58.79
9.96
58.86
9.91
58.94
9.85
59.01
9.80
59.08
9.74
59.16
9.69
59.23
9.64
-59.31
9.58
59.38
9.53
59.45
9.48
59.53
9.43
59.60
9.38
59.68

1 3
5.40
6.07
8.87
9.32
59.75
1 3
5.50
6.06
8.83
9.27
59.82
1 3
5.60
6.04
8.80
9.22
59.90
1 3
5.70
6.03
8.76
9.17
59.97
1 3
5.80
6.02
8.73
9.12
60.05
1 3
5.90
6.01
8.70
9.07
60.12
1 3
6.00
5.99
8.66
9.02
60.19
1 3
6.10
5.98
8.63
8.97
60.27
1 3
6.20
5.97
8.60
8.92
60.34
1 3
6.30
5.97
8.57
8.88
60.42
1 3
6.40
5.96
8.53
8.83
60.49
1 3
6.50
5.95
8.50
8.78
60.56
1 3
6.60
5.94
8.47
8.73
60.64
1 3
6.70
5.93
8.44
8.68
60.71
1 3
6.80
5.93
8.40'
8.64
60.79
1 3
6.90
5.92
8.37
8.59
60.86
1 3
7.00
5.91
8.34
8.54
60.93
1 3
7.10
5.91
8.31
8.50
61.01
1 3
7.20
5.90
8.28
8.45
61.08
1 3
7.30
5.90
8.25
8.41
61.16
1 3
7.40
5.89
8.21
8.36
61.23
1 3
7.50
5.89
8.18
8.31
61.30
1 3
7.60
5.89
8.15
8.27
61.38
1 3
7.70
5.88
8.12
8.22
61.45
1 3
7.80
5.88
8.09
8.18
61.53
1 4
7.80
5.89
13.11
14.74
68.11
1 4
7.90
5.86
13.06
14.66
68.19
1 4
8.00
5.82
13.02
14.59
68.26
1 4
8.10
5.78
12.97
14.51
68.34
1 4
8.20
5.75
12.93
14.44
68.41
1 4
8.30
5.72
12.88
14.37
68.48
1 4
8.40
5.68
12.84
14.29
68.56
1 4
8.50
5.65
12.79
14.22
68.63
1 4 'I
8.60
5.62
12.75
14.15
68.71
1 4
8.70
5.60
12.70
14.07
68.78
1 4
8.80
5.57
12.66
14.00
68.85
1 4
8.90
5.54
12.61
13.93
68.93
1 4
9.00
5.52
12.57
13.86
69.00
1 4
9.10
5.49
12.52
13.79
69.08
1 4
9.20
5.47
12.48
13.72
69.15
1 4
9.30
5.45
12.44
13.65
69.22
1 4
9.40
5.43
12.39
13.58
69.30
1 4
9.50
5.41
12.35
13.51
69.37
l 4
9.60
5.39
12.31
13.44
69.45
1 4
9.70
5.37
12.26
13.37
69.52
1 4
9.80
5.35
12.22
13.30
69.59
1 5
9.80
5.38
15.34
13.12
72.69
1 5
9.90
5.36
15.29
13.05
72.77
1 5
10.00
5.34
15.24
12.99
72.84
1 5
10.10
5.32
15.19
12.93
72.92
1 5
10.20
5.30
15.14
12.86
72.99
1 5
10.30
5.28
15.09
12.80
73.06
1 5
10.40
5.27
15.03
12.74
73.14
1 5
10.50
5.25
14.98
12.68
73.21
1 5
10.60
5.23
14.93
12.61
-73.29
1 5
10.70
5.22
14.88
12.55
73.36
1 5
10.80
5.21
14.83
12.49
73.43
1 5
10.90
5.19
14.78
12.43
73.51
1 5
11.00
5.18
14.73
12.37
73.58
1 5
11.10
5.17
14.68
12.31
73.66

1
5
11.20
5.16
14.63
12.25
73.73
1
5
11.30
5.15
14.58
12.19
73.80
1
5
11.40
5.14
14.53
12.13
73.88
1
5
11.50
5.13
14.48
12.07
73.95
1
5
11.60
5.12
14.43
12.01
74.03
1
5
11.70
5.11
14.39
11.95
74.10
1
5
11.80
5.10
14.34
11.89
74.17
1
5j
11.90
5.10
14.29
11.84
74.25
1
5 .I
12.00
5.09
14.24
11.78
74.32
1
5
12.10
5.08
14.19
11.72
74.40
1
5 i'
12.20
5.08
14.14
11.67
74.47
1
5
12.30
5.07
14.10
11.61
74.54
1
5
12.40
5.07
14.05
11.55
74.62
1
5
12.50
5.06
14.00
11.50
74.69
1
5
12.60
5.06
13.95
11.44
74.77
1
5
12.70
5.06
13.91
11.38
74.84
1
5
12.80
5.05
13.86
11.33
74.91
1
5
12.90
5.05
13.81
11.27
74.99
1
5
13.00
5.05
13.77
11.22
75.06
1
5
13.10
5.05
13.72
11.17
75.14
1
5
13.20
5.05
13.68
11.11
75.21
1
5
13.30
5.05
13.63
11.06
75.28
1
5
13.40
5.05
13.58
11.00
75.36
1
5
13.50
5.05
13.54
10.95
75.43
1
5
13.60
5.05
13.49
10.90
75.51
1
5
13.70
5.05
13.45
10.85
75.58
1
5
13.80
5.05
13.40
10.79
75.65
1
5
13.90
5.05
13.36
10.74
75.73
1
5
14.00
5.05
13.31
10.69
75.80
1
5
14.10
5.05
13.27
10.64
75.88
1
5
14.20
5.05
13.22
10.59
75.95
1
5
14.30
5.06
13.18
10.54
76.02
1
5
14.40
5.06
13.14
10.48
76.10
1
5
14.50
5.06
13.09
10.43
76.17
1
5
14.60
5.06
13.05
10.38
76.25
1
6
14.60
5.06
13.06
10.41
76.27
1
6
14.64
5.06
13.04
10.39
76.30
1
6
14.68
5.06
13.02
10.37
76.33
1
6
14.72
5.06
13.00
10.35
76.36
1
6
14.76
5.06
12.99
10.33
76.39
1
6
14.80
5.06
12.97
10.31
76.42
1
6
14.84
5.06
12.95
10.29
76.45
1
6
14.88
5.07
12.93
10.27
76.48
1
6
14.92
5.07
12.91
10.25
76.51
1
6
14.96
5.07
12.89
10.23
76.54
1
6
15.00
5.07
12.88
10.22
76.57
1
7
15.00
5.07
12.88
10.23
76.58
1
7
15.10
5.07
12.84
10.18
76.65
1
7
15.20
5.07
12.79
10.13
76.73
1
7
15.30
5.07
12.75
10.08
76.80
1
7
15.40
5.08
12.70
10.03
76.88
1
7
15.50
5.08
12.66
9.99
76.95
1
7
15.60
5.08
12.61
9.94
77.02
1
7
15.70
5.09
12.57
9.89
77.10
1
7
15.80
5.09
12.52
9.84
-77.17
1
7
15.90
5.10
12.48
9.80
77.25
1
7
16.00
5.10
12.44
9.75
77.32
1
7
16.10
5.11
12.39
9.70
77.39
1
7
16.20
5.11
12.35
9.66
77.47
1
7
16.30
5.12
12.31
9.61
77.54

1 7
16.40
5.12
12.26
9.57
77.62
1 7
16.50
5.13
12.22
9.52
77.69
1 7
16.60
5.13
12.18
9.48
77.76
1 7
16.70
5.14
12.14
9.43
77.84
1 7
16.80
5.14
12.09
9.39
77.91
1 7
16.90
5.15
12.05
9.34
77.99
1 7
17.00
5.16
12.01
9.30
78.06
1 7
17.10
5.16
11.97
9.25
78.13
1 7
17.20
5.17
11.93
9.21
78.21
1 7 11
17.30
5.17
11.89
9.17
78.28
1 7
17.40
5.18
11.84
9.12
78.36
1 7
17.50
5.19
11.80
9.08
78.43
1 7
17.60
5.19
11.76
9.04
78.50
1 7
17.70
5.20
11.72
8.99
78.58
1 7
17.80
5.21
11.68
8.95
78.65
1 7
17.90
5.22
11.64
8.91
78.73
1 7
18.00
5.22
11.60
8.87
78.80
1 7
18.10
5.23
11.56
8.83
78.87
1 7-
18.20
5.24
11.52
8.79
78.95
1 7
18.30
5.25
11.48
8.74
79.02
1 7
18.40
5.25
11.44
8.70
79.10
1 7
18.50
5.26
11.40
8.66
79.17
1 7
18.60
5.27
11.36
8.62
79.24
1 7
18.70
5.28
11.32
8.58
79.32
1 7
18.80
5.28
11.28
8.54
79.39
1 7
18.90
5.29
11.24
8.50
79.47
1 7
19.00
5.30
11.20
8.46
79.54
1 7
19.10
5.31
11.17
8.42
79.61
1 7
19.20
5.32
11.13
8.38
79.69
1 7
19.30
5.32
11.09
8.34
79.76
1 7
19.40
5.33
11.05
8.30
79.84
1 7
19.50
5.34
11.01
8.26
79.91
1 7
19.60
5.35
10.97
8.23
79.98
1 7 j
19.70
5.36
10.94
8.19
80.06
1 7
19.80
5.37
10.90
8.15
80.13
1 7 it
19.90
5.38
10.86
8.11
80.21
1 7
20.00
5.38
10.82
8.07
80.28
1 7
20.10
5.39
10.79
8.04
80.35
1 7
20.20
5.40
10.75
8.00
80.43
1 7
20.30
5.41
10.71
7.96
80.50
1 7
20.40
5.42
10.68
7.92
80.58
1 7
20.50
5.43
10.64
7.89
80.65
1 7
20.60
5.44
10.60
7.85
80.72
1 7
20.70
5.45
10.57
7.81
80.80
1 7
20.80
5.45
10.53
7.78
80.87
1 7
20.90
5.46
10.49
7.74
80.95
1 7
21.00
5.47
10.46
7.71
81.02
1 7
21.10
5.48
10.42
7.67
81.09
1 7
21.20
5.49
10.39
7.63
81.17
1 7
21.30
5.50
10.35
7.60
81.24
1 7
21.40
5.51
10.31
7.56
81.32
1 7
21.50
5.52
10.28
7.53
81.39
1 7
21.60
5.53
10.24
7.49
81.46
1 7
21.70
5.53
10.21
7.46
81.54
1 7
21.80
5.54
10.17
7.42
.81.61
1 7 ;i
21.90
5.55
10.14
7.39
81.69
1 7
22.00
5.56
10.11
7.36
81.76
1 7
22.10
5.57
10.07
7.32
81.83
1 7
22.20
5.58
10.04
7.29
81.91
1 7
22.30
5.59
10.00
7.25
81.98

1
7
22.40
5.60
9.97
7.22
82.06
1
7
22.50
5.61
9.93
7.19
82.13
1
7
22.60
5.62
9.90
7.15
82.20
_
1
7
22.70
5.63
9.87
7.12
82.28
1
7
22.80
5.63
9.83
7.09
82.35
1
7
22.90
5.64
9.80
7.06
82.43
1
7
23.00
5.65
9.77
7.02
82.50
1
7
23.10
5.66
9.73
6.99
82.57
1
7 j
23.20
5.67
9.70
6.96
82.65
1
7
23.30
5.68
9.67
6.93
82.72
1
7
23.40
5.69
9.63
6.90
82.80
1
7
23.50
5.70
9.60
6.86
82.87
1
7
23.60
5.71
9.57
6.83
82.94
1
7
23.70
5.72
9.54
6.80
83.02
1
7
23.80
5.72
9.50
6.77
83.09
I Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow I

EFFLUENT DATA FOR TOWN OF SPINDALE (in mg/1)
Date Chromium
Copper
Lead
Nickel
Mercury Zinc Cyanide
11/21/88
<.007
0.165
<.025
<.007
11/23/88
0.011
0.169
<.025
0.012
12/08/88
0.011
0.047
.<.025
<.007
12/15/88
0.003
0.026
0.016
<.007
01/13/89
<.003
0.025
<.025
0.010
01/18/89
<.003
0.099
<.025
0.052
02/13/89
0.000
0.023
0.000
0.000
02/17/89
0.012
0.039
<.025
<.007
02/22/89
0.019
0.044
<.025
<.007
03/08/89
0.002
0.137
0.090
<.007
03/15/89
0.008
0.028
0.025
<.007
04/21/89
<.003
0.089
0.461-
<.007
0.124 0.035
04/27/89
<.003
<.002
0.346
<.007
<.003 0.005
05/18/89
0.006
0.110
0.250
<.007
0.001 0.225
05/24/89
0.007
0.023
0.310
0.006
06/15/89
<..003
0.040
0.100-
0.010
06/28/89
0.008
0.149
0.039
0.007
07/13/89
<.003
0.088
0.079.
0.026
07/27/89
0.003
0.064
0.037
0.106
08/10/89
0.140
0.134
0.037
<.007
08/23/89
<.003
0.020
0.107
0.017
09/07/89
0.014
0.061
0.055
0.007
09/15/89
0'.022
0.126
0.073-
<.007
10/05/89
0.067
0.101
0.025
0:032
10/16/89
0'.060
1.790
0.263
0.007
11/06/89
0.063
0.129
<.025
0.159
11/13/89
0.011
0.051
0.025
0.016
12/07/89
0.017
0.126
<.100
0.223
12/18/89
0.040
0.069
<.100
0.199
TOTAL #
29
29
29
29
1 3 2
> STD/AL
4
28
14
4
0 2 1
< VALUES
9
1
11
13
0 1 0
# AVG'ED
20
28
18
16
1 2 2
AVERAGE
0.026
0.142
0.130
0.056
0.001 0.175 0.020
MIN W/ <
0.000
0.000
0.000
0.000
0.001 0.000 0.005
MIN W/O<
0 002
0.020
0.016
0.006
0.001 0.124 0.005
MAXIMUM
0.140
1.790
0.461
0.223
0.001 0.225 0.035

EFFLUENT DATA FOR TOWN OF SPINDALE (in mg/1)
Date
Chromium
Copper
Lead
Nickel
Mercury Zinc Cyanide
11/21/88
0.165
11/23/88
0.011
0.169
0.012
12/08/88
0.011
0.047
12/15/88
i0.003
0.026
0.016
O1/13/89
0.025
0.010
01/18/89
0.099
0.052
02/13/89
0.023
02/17/89
0.012
0.039
02/22/89
0.019
0.044
03/08/89
0.002
0.137
0.090
03/15/89
0.008
0.028
0.025
04/21/89
0.089
0.461
0.124 0.035
04/27/89
0.346
0.005
05/18/89
0.006
0.110
0.250
0.001 0.225
05/24/89
0.007
0.023
0.310
0.006
06/15/89
0.040
0.100
0.010
06/28/89
0.008
0.149
0.039
0.007
07/13/89
0.088
0.079
0.026
07/27/89
0.003
0.064
0.037
0.106
08/10/89
0.140
0.134
0.037
08/23/89
0.020
0.107
0.017
09/07/89
0.014
0.061
0.055
0.007
09/15/89
0.022
0.126
0.073
10/05/89
0.067
0.101
0.025
0.032
10/16/89
0.060
1.790
0.263
0.007
11/06/89
0.063
0.129
0.159
11/13/89
0.011
0.051
0.025
0.016
12/07/89
0.017
0.126
0.223
12/18/89
0.040
0.069
0.199
# VALUES
20
28
18
16
1 2 2
AVERAGE
0.026
0.142
0.130
0.056
0.001 0.175 0.020
MINIMUM
0.002
0.020
0.016
0.006
0.001 0.124 0.005
MAXIMUM
0.140
1.790
0.461
0.223
0.001 0.225 0.035

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INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger: -1�"
Permit No.:
NC00 2066 y
Receiving Stream:
/y, �lCicr/C
Sub -basin:
03o8ez
Upstream Location:(¢
SR/5-f7
Downstream Location
5X 15-M
DATE
DEC-89
NOV-89
OCT-89
SEP-89
AUG-89
JUL-89
JUN-89
MAY-89
APR-89
MAR-89
FEB-89
.iAN-89
DEC-88
NOV-88
;CT-88
SEP-E8
AUG-38
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
DEC-86
NOV-86
OCT-86
SEP-86
AUG-86
JUL-86
JUN-86
MAY-86
APR-86
MAR-86
FEB-86
JAN-86
TEMP
G
�9
moo, y
/Jr 3
1112
!e, xr
1.3
Le. 6
ZL4
!.r b
7,31
Z2
_9
1
L.s
121.
20
6,8
6
Upstream
D.O.
BOD5
10,3
9.6
/•P
A
d
!.d
;b
!o
/o,
t dL
l-�
,P
Z
to.A
9S
ld;9
/ ,s
IE9•S
9s
8•S
R.
�-3
9 Z
%--
0.9
!! 3
COND
C ✓
37o
, o7f
`/2a
,06o
gal
�9Z
<,eaz
57S
.e39
S�
G,eaL
SP.s
.003
(d,7
, aaz
Go,7
.o/o
d o/
�o
ND
TEMP
iy—
/b
2/
-Ij,/
/ 91 IV
!� 3
1?'7
/7
2zc
Zo,7
0/•
/sr
!r!
/o
ss
,2 3
2 2_
_12
is
Downstream
D.O.
BOD5
9. C/
8,0
ee�fo
L¢_
A z-
3.6
2,d'
6
71
6G-119
7!7
A, 9
_Z
73
7• L
6.9
7.0
BZ
P. 0
—�
2
8.L
�s
6,7
6.6
7.s
8,ss-
7
7.-2
p_s
COND
Cv
788
, o yz.
/ZOo
o8s—
//a
p2
.4j
, o ,,9
�?tit��p
lam_
.Ozjv
t8
,oz7S-
ZY
,0/7
G8o
,6/,9
9/•6
.eo3
71j—
.010
7�—
,otr-
7s
9 .p
,o/3
/sr
. ds7s
,/a

�44
1 i
I
I
GCS
`{ o New
G = 6 6, 6
>- lyic� - ------ - --- - --- - - -- - - -- -

WIiOLE EFFLUENT. (CITY TESTING O(SELF-MONITORING SUMMARY] Wcd,Feb14,I990
SNOW HILL TAPE CORP.
PERMIT ACUTE LIMIT:>50%
'86
NPDFSN: NC0069922
Begin: l/1S/BB Feq.W D
181
Cowry: GREENE
Region: WARD
Mmdot: FEB MAY AUO NOV
'88 N - - - - - - - - - - -
PF:0.10
SOCJ10C Req:
189 - - - - - - - - - - - H
7Q10:M.9
IWC(%):49.9
190
SNOW HILL WWI?
REQ DISCONT 4/89-NO INDIRECT DISCHARGES
186
NPDESN: NOD020942
Bege7/IB8 Rymy. eD
'87
w Cory: GREENS
Region: WARD
Momhin
'BB _ _ - _ _ PASS - - NR - _ _ - NR
PP•Q25
SOC/IOC Rop
-
'99 - NR
7Q10:31.40 IWC(%):1.22
90
SOUTHEAST SHIPPING POINT MARKET
PERMIT CHRONIC MONK: 10%
-86
NPDSSN: NCDD76121
Begitc6/30A9 Rcgovay Q PIP
'87
Cowry: SAMPSON Region: FRO
Matlu: FEB MAY AUG NOV
'88
PP: 0.07
SOC/JOC Roq:
.89 - -
7rnn•tm twf•rm>•a 79
90
SOUTHERN BELLGLBGNSCO
PERMIT CHRONIC LIHIT:99%(GRAB)
'86
NPDBSN: NW0/5108
Begio:=/89 Regontgyy: Q PIP A
'v
Cowry: WAYNE
Region: WARD
Mmtlo: FEB MAY AUG NOV
'88
PP: MOM
SOC/IOC Roo,
'89
7QI".O
fVC(%}.30Q00
90
SOUTHERN RAILWAY(SPENCER-011)
PERMIT CHRONIC LNffT: 29%
-86
NPDESN: NCOD"6
Begm:9/1/89 Fmpnrcy: Q PIP a
.1
Cowry: DAVIDSON
Region: WSRO
Mcmtm: MAR IIIN SEP DEC
'88
PF:0.317
SOC/JOC Rco,
'89
7Q10: 1.2
IWC(%):29.0
90
SPRNCERWWTP
PERMIT CHRONIC LIMIT:17%
'86
NPDESN: NCDM5593
Bc,#4/1/89 RNotony. Q PIP A
.1
Cowry: ROWAN
Region: MRO
Month: JAN ARE IUL OCT
'88
PF: Q7500
SOQJOC Roo:
'99
7QI0: 5.80
IR'C(%): 16.7
JOC:6188.5/89 CHR M PIP 11%TROT W/RJ
90
SPIIDALEWWfP l
PERMIT CHRONIC L(MIT:67%,75%@I4MGD
'86
NPDESN: NCDO115564
Begin 1Qt1/88 Fmpno y: Q P/F
'87
Cowry: RU HERFORD
Rcgim: 110
Mmdu: MAR JUN SEP DEC
'8B
PP:4A.j
SOC/JOC Req:
-89
7QI0: 3.10
IWC(%):66.67
SOO 1/25/98.7/88 Q CHR 67%TARGET
-90
SPRAGUEBLECI'RIC-m1
PERMIT CHRONIC LIMIT:26%
-96
NPOESN: NCD W 19
Begun: 7/8/88 Fn.- Q PIP
-87
Cowry: ASH®
Region: WSRO
MmW: MAR IIAI SEP DEC
'88
PF:0.95
SOCIJOC Psq:
189
7Q10:41.00
IWC(%):276
90
SPRINGS INDU5IRBSS
PERMIT ACUTE LI4fT:N0 SIONW MORT(Fnm)
'96
NPDFS4: N=5754
Ecgm 7IIB9 P q.-y. Q PIP
'87
County: SCOTLAND
R2gim:FRO
Montim: TAN APR JUL OCT
'86
PF: 0.03
SOC/JOC an,
189
7QI0: 34.0
TWC(%}0.14
90
SPRUCE PENS WWTP
PERMIT CHRONIC LIMIT:21%
V'86
NPDFSN: NOOM1423
Begin 4/1/89 Pmquorcy: Q P/F A
'87
Cowry: MH'CHELL
Region ARO
Month.: FEB MAY AUG NOV
'BB
PP: 0.60
SOC/IOC Req:
.89
7QI0:44.0
TWCC%):2.06
90
N
N
-
-
FAIL
-
-
FAIL
H
-
H
-
FAI.
-
-
NR
-
-
-
-
-
-
<10
39.1
87.5
P40
80.7
58A
19.1
49A
21
34.8
38.0
34.9
49.4
47.0
0.2
V.2
22
1.7
-
93.0
90.3
NONE
05
-
-
PASS
-
(NR)
_
_
(_)
-
-
_
_
-
-
-
-
-
-
PASS
-
-
PASS
-
-
(NR)
_
_
(PASS)
-
-
(FAIL)
(-)
FAIL
-
(-)
FAIL
-
(PAIL)
-
-
PASS
NR
FAT.
Hit
-
PAT.
NR
-
FAIL
NR
-
-
PAL
-
--
(-7
-
PASS
(-)
-
NR
PASS
-
-
PASS
-
--
PASS
-
-
NR
PAT.
bt
NR
PASS
-
PASS
PASS - - PASSf - - PASSE
SA P40 NONE P15 NONE NONE NONE PIS 62 (PASS) 47 -
(PASS) - - (PASS) _ _ (-) - NR (PASS) - -
(PASS) - _ (PASS) - - (PASS) - - (PASS) _ _
(PASS) - - - PASS - - PASS - - PASS -
0 2c fiu fN3um=A nlfiouo.on mpliNna V 1985&..N &ltblc
LEGEND:
OWD-O (y wBw(MGnging; DincorvvmBlwunlwgaw iuim(e4),IWC%=lmueuonttmt rmanmdmm,Begin=Pontmathn:gubed, cuw, monitoring
upon single
Slion. ivmoally,A A+uwlly;
ID.w Nolyanon AFuloo l Minn..ued mmitormgtey-MIW5L9.1, aVoCl horde mt P-Mm illof oul clnoniob.a Itig At conoc ,Gllon, A.govtedyMAqT mue+sNofmomNy upon Nvigle hlne,
IDm Naatiml:lld'nheW iaw, •4riodNplm"v ry., ton=h(pid dvivry, ChV�rmierJue, P=MatWiry ofrortd pvawBe u hi8hen emeanum, u--PctfomW by DhT1 Aq T. Group. bm8d tonal.
IRnpamg Nwtim):I-=DrtN mt tryuuirtd, NR=Na ropm¢d, ( )=Beg'vmin8 of Qn.netl. (RcBiry AaiNity Snnu): II•wui.e, N.Newly WuegT000mouu), H4 edv butna d'urla6m8)
34

toxicity. Bioassays over last 2 yrs reportedly assoc. w/ temp. and salt loading. Plant
modific's(complete late 88) is expected to help temp. and efforts are being made to identify and
minimize salt sources.
SEABOARD RR-CSX(NC0001503)RRO, letter acute trgt:signif mort reduc.M. 2/12/89.
6/89-lttr from CSX stating that they are progressing the design plans for trtmt facility at Rocky Mount.
Facility previously investigated discharge to City.
SEALED AIR CORP.(NC0006254)MRO,permit chronic limit:8.0% Q P/F 8/1/88.
11/l/88-letter from Sealed Air to Dept. stating knowledge of non-compliance. Facility states that program
has been initiated to determine cause of tox.
4/8/88-letter from Sealed Air to David Vogt (modellor) w/ regard to NPDES perriut monitoring
requirements. Facility was documenting for Dave's records that pentachlorophenol and
trichlorophenol had not been used at for several months of reporting period at end of 1987.
Response to Dave's request for WLA info?
SHELBY WWTP(NC0024538)MR0,permit chronic limit:73 then 12% Q P/F 4/23/87
7/28/88-ARO in-house memo notes City's intent to relocate discharge outfall from Hickory Creek to First
Broad River which would change IWC% from 73% to 12%. Suggested that City officials be
contacted to negotiate reasonable schedule for constructing new outfall.
3/88-submittal of 3/88 test results (done by Burlington Research) for EPA chronic bioassay.
ChV 21.9%, NOEC 12%, L OEC 40%. Failed at current 73% 7Q101WC. Did alternate test at 12%
for eventual relocation of discharge and efflu passed. Also reported 48 hr static acute w/ LC50
none.
In file -Burl. Research memo summarizing 4/29/87 mtg w/ City and 7 IUs-it was agreed that BRI would
submit TRP proposal to City(including time table) and IUs would submit MSDs and them usage
info for BRI's review and eval. IUs would be informed as to which chenn's appear to be problems -
this process to take place Aug 15-Sept 30. If during this time City can pass its chronic bioassay,
BRI will discontinue further tox reduc work to see if 3 month trend follows.
6/3/87-Ken E's letter to file which agrees that Shelby can do full range and substitute for P/F
4/27/87-letter from MRO(Mike Parker) to Shelby concerned w/ City's lack of progress w/ tox.
reduc.(cited bioassay results and benthic survey). Acknowledged that City had contracted w/ BRI
and asked for written response by 5/15/87 on proposed work.
4/23/87-notice of noncompli issued by ARO for failure to submit test results(not rcvd for last qrtr 86 and
first qrtr 87). Also on 4/23/87-report on 3/18/87 monit. inspection of which results predicted
stream impacts,recomm. to contact MRO
3/19/87-report on Feb 87 EPT screening survey showing greatly reduced fauna downstream.
SOUTHERN RAILWAY-SPENCER(NC0029246)a.k.a. NORFOLK SO.-LINWOOD,permit chronic
limit:29%. Q P/F.11/10/88. Apparently have not accepted this permit as written??
7/12/89-spoke w/ David Russell of WSRO re. status of facil.permit-says it's still being worked out and in
meantime it was agreed that facil would cont acute testing as by Adminis letter.
6/30/89-letter from F.M. Roach in response to 6/20/89 lettr from Lang re. tax requirement. States that
Nov. permit was not accepted by So. RR as presented. Reference a letter to Wilms Dec. 1988
requesting modification. States that they are continuing to operate under 7/30/82 permit(no tox).
They have been collecting acute data to aid in evaluation of wwt process.
PINDALE WWTP(NC0020664)ARO,pprmit chronic limit:67%,75% at > 4 mgd.Q P/F 10/1/88.
SO :1/88-7/88 Q Chr 67% trgt.
55

7/12/88-letter from ARO(Jim Reid) to Spindale addresssing efflu toxicity. Noted that Town is currently
under JOC w/ tox monitoring only but at JOC expir., tox limit will be effective and Town will be
expected to be in compliance with that parameter as with any other parameter. Discussed previous
tox results-2 "fails',1-"pass" . Suggested increased tox sampling may be in order to quantify toxic
component of waste and/or also development of tox reduc plan to meet tox limt on or before
12/31/89.
1/19/88-reviewed Spindale's SOC: effec 1/87; expir 3/89. Attchmnt A(expir date 7/88) does not include
toxicity. Recent ad,not signed as of 1/19/89, with expir date 3/89 does have toxicity- Q chronic P/F
at 67%-to conduct w/in 30 days of effec date.
8/25/87-notice of noncompli issued by ARO for not submitting 7 87 test results. Requested results or
explan. by 917/87.
STANLEY WWTP(NC0020036)MRO,letter chronic target:99%.Q P/F 8/l/88. JOC:7/88-3/90 no tox req.
letter acute target:>90% M 1/1/87
Aug 87-NR,July 87-none,June-none,May-none,Apr- 1 1,Mar-45.5,Feb-59,Jan 87-NR
2/28/89-letter to facility re. failure to meet chronic target value. Suggests Town should develop and
implement a comprehensive program to address continuing effluent tox. Progress report should be
submitted for review by 3/22/89.
12/13/88-L. Gabele spoke with L.C. Fletcher of T. of Stanley re. need for assistance/info because of two
consecutive admin. lttr failures. Compliance summary may indicate possible contributing factor as
NH3/NH4. Fac. is on JOC for inability to comply wBOD, TSS, ammonia and does not have
ammonia limit at this time. Suggested he attempt to correlate in-house measurements with past and
next test as initial effort(so could figure % of ammonia in solution at time of eff tox sample and we
could compare with sensitivity values). Also suggested fractionation series as a tool past in-house
efforts. He said he might do pre, post chlor. test also.
3/31/88-notice of noncompliance issued by MRO for failure to meet target acute LC50 value. Letter
suggested that self -monitoring data indicated chlorine r esidual levels as potential source of efflu
toxicity and noted the importance of careful control of chlorine feed rate.
3/25/88-rcvd' from T of Stanley tox test results fror 11/87, 12/87, and 1/88 - LC50's: 16.8(chl 0.66),
<5.0(chl 2.5),<5.0(chl 2.2).
3/16/88-letter from S. Tedder to Stanley re. chl level in 1/88 test - reported as 2.2 mg/l.
3/3/88-notice issued from MRO for failure to submit 11,12/87, 1/88 test results. Letter also requested cc to
that RO and informed them of their test parameter code and DMR reportingresponsibilities.
12/8/86-letter from George Ev. to Stanley mayor acknowledging that receipt of septage haulers had been
discont. shortly after rcving adminis. letter May 86 to do M Ac tox tests but pnting out that DEM's
retesting of the effluent still indicated probable impacts to the stream. Therefore tox. monit. req.
was reinstated to beg. Jan 87.
7/10/86-letter from MRO to Stanley re. effluent tox test result(sample 6/10-11,48 hr Daphnia) of P20 and
indicating potential for stream impacts.
6/6/86-letter from MRO to Town re. efflu tox test results(sample May 13-14,48 hr Daphnia) which indic.
no acute mortality.
5/29/86-letter from MRO to Stanley Town Mngr re. info rcvd from J.P. Stevens stating that all cooling
water was now diverted to Town's trtmnt plant. It was ptd out that the efflu tox. observed in Feb
6-7 86 sample may have been in part due to this cooling water. MRO suggested that this disch plus
all other potential indust. disch's be investigated. Also suggested that SUO be in place to regulate
types of wastes being discharged to the plant.
56

TOWN OF SPINDALE
CHLORINE ANALYSIS
7Q10: 3.5000 cfs
CL2 Effl. Conc: 0.3270 mg/l
AL (17/19 ug/1): 17.0000 ug/l
Upstream CL2 Conc.: 0.0000 ug/l
Design Flow: 6.0000 MGD
Predicted CL2 Downstream: 237.5859 ug/19
0.237585 mg/l
CL2 Limit: 23.39784 ug/l
0.023397 mg/l

TOWN OF SPINDALE (SUMMER)
AMMONIA ANALYSIS
7Q10: 3.5000 cfs
NH3 Effl. Conc: 13.0000 mg/l
AL (1/1.8 mg/1): 1000.00 ug/l
Upstream NH3 Conc.: 220.0000 ug/l
Design Flow: 6.0000 MGD
Predicted NH3 Downstream: 9505.47 ug/l
9.505468 mg/l
NH3 Limit: 1293.548 ug/l
1.293548 mg/l

' TOWN OF SPINDALE (WINTER)
AMMONIA ANALYSIS
7Q10: 4.5000 cfs
NH3 Effl. Conc: 20.0000 mg/l
AL (1/1.8 mg/1) : 1800.00 ug/l
Upstream NH3 Conc.: 220.0000 ug/l
Design Flow: 6.0000 MGD
Predicted NH3 Downstream: 13550.00 ug/l
13.55 mg/l
NH3 Limit: 2564.516 ug/l
2.564516 mg/l