NC0020737_Regional Office Historical File Pre 2018 (4)

14 Date November 1, f988_
NPDES STAFF REPORT AND RECOMMENDATIONS
County_Cleveland_
NPDES Permit No. NC0020737
PART I - GENERAL INFORMATION
1. Facility and Address: City of Kings Mountain Pilot Plant
P:O. Box 429
Kings Mountain, North Carolina 28086
2. Date of Investigation: July 20, 1988
3. Report Prepared By: James R. Reid
4. Persons Contacted and Telephone Number:
704-734-0333 and Kim Moss 704-739-7131
George Wood,
5.- Directions to Site: Facility is located on -Hwy 74 bypass
approximately 0.8 mile East of the Buffalo Creek Bridge near
Shelby.
6. Discharge Point - Latitude: 35 15' 31.5"
Longitude: 81 271 26.5"
Attached a USGS Map Extract and indicate treatment plant site and
discharge point on map.
USGS Quad No. or USES Quad ]dame Waco_
7. Size (land available for expansion and upgrading): Several acres.
8. Topography (relationship to flood plain included): gentle slope
above flood plain.
9. Location of nearest dwelling: > 500 feet.
P
10. Receiving stream or affected.surface waters: Buffalo Creek
a. Classifications: C
b. River Basin and Subbasin No.: Brd 030805
C. Describe receiving stream features and pertinent downstream
uses: Agricultural, source of industrial process water,
and source of water supply
I
t
� P .

PART';.II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 15o Domestic
85% Industrial
(Based upon actual daily.average flows of 3.29 MGD)
a. Volume of Wastewater: 4.0 MGD (Permitted flow)
b. Types and quantities of industrial wastewater:
2.48 MGD Textile Processing
0.255 MGD Plastics -Mfg.
0.042 MGD Metals Milling
0.'025 MGD Hydraulic Pump Assembly
c. Prevalent toxic constituents -in wastewater:
Cyanide Cadmium Lead Silver
-Sulfide Chromium Mercury Zinc
Arsenic Copper Nickel Phenols
d. Pretreatment Program (POTWs�only)
in development approved X
should be required not needed
2. Production rates (industrial discharges only) in pounds.
a: highest month in the last 12 months
b. highest year in last 5 years i
3. Description of'industrial process (:for industries only) and
-applicable CFR Part and Subpart:
4. Type of -treatment (-specify whether proposed or existing):
Exi-sting; -extended aeration process with ,disinfection.
S. Sludge handling and disposal scheme: Gravity thickening
followed by sand drying beds with ultimate disposal.in the City''s
permitted sludege landfill.
6.. Treatment plant classification: 3
7. SIC Code(s) 4952_ "
n
-Wastewater Code (s) -5 5 j5 8 - - .3.6 -

_,PART`�III - OTHER PERTINENT INFORMATION
1. Is this facility being` constructed with Construction,Gr.ants_Funds
(municipals only)?
2. Special monitoring requests:
3. Additional effluent limits requests:
4. Other:
PART IV - EVALUATION AND. -RECOMMENDATIONS. Renewal of Permit,is
recommended.
• I
f
i
p.
/,Signature of Report Preparer
U
r
a
r Qual1tjKRdgi6hal Supervisor.

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RECEIVED
r ��� °"� ' Water Quality Section
OCT ? 5 1988
Asheville Regional Office
State of North Carolina ,Asheville, North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street-* Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary) 0
1
ra
Dear /111tI Ci/1''
This, is to
V
acknowledge
Application
Engineering
Request for
Application
Other
C., i
)r " f u J", , 1 7' I t 'H'
R. Paul Wilms
Director
Subject: NPDES Permit Application
NPDES Permit No. NCOO,; uli ''/
���' d m'•,? -�. i '"E'C..JXF1e.�r'i r±W±' a ' 1,.�'3 �'#Ti - 4�, �r�, �r .��; ,f ;
County
receipt of the following documents on (ic,'1lw
Form,
Proposal (for proposed control facilities),
permit renewal,
Processing Fee of $�F_;
The items checked below are needed before review can begin:
Application form (Copy enclosed),
Engineering Proposal TSee Attachment),
Application Processing Fee of $ ,
Other
If the application is not made complete within thirty 30 days, it will
be returned to you andmay be resubmitted when complete.
This application has been assigned to ,t"_ul(A 40V V,',;
(91.9/733-5083) of our Permits Unit for review. You will be advised of
any comments recommendations, questions or other information necessary
for the review of the application.
I am, by copy of this letter, requesting that our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge. If you have any questions regarding this application, please
contact the review person listed above..
,Sincerely,
Arthur Mouberry, P.E.
Supervisory, Permits and Engineering
v C�-:i
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina, 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

V/
9
`PEC- . RT
filer rindltp Se, I;V
JUL 1 If
H
CAROLINA DEPT. OF NATURAL & ECONIMIC
'ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
STANDARD'FORM A — MUNICIPAL j
RESOURCES
FOR AGENCY USE
B 'a E 0
Asheville, Nmrth Carclira SECTION L APPLICANT AND FACILITY DESCRIPTION
E J ��J f? ,,, e_ 2i
Unless otherwise specified on this form all Itemf`��s are to be completed. If an Item Is not applicable Indicate 'NA.' 1,}
ULl � cs
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS. }'RIL9) IS +e EFJuiIVLtKIl�G
Please Print or Type
1. Legal Name of Applicant I;Oi::: �N - I (� I r K1 m G5
(see Instructions) '"T
2. Mailing Address of Applicant
(see Instructions)
Number & Street
City
State
Zip Code
3. Applicant's Authorized Agent
(see instructions)
Name and Title
Number & Street
City
State
Zip Code
Telephone
4. Previous Application
If a previous application for a per-
mit under the National Pollutant
Discharge Elimination System has
been made, give the date of
application.
1E13 No& _11a0mol i La.. PC, Lx4a9
KIN fYlALA N'fAI1\1
��a�(1� Cant LIMA
Ld A 1'�E R A C- &1_LI s
d DVO
104 _r73+- D333
Area Number
Code
a G[, 3c)
YR MO DAY
I certify that I am familiar with the Information contained in this application and that to the best of my knowledge and belief such information
Is true, complete, and accurate.
C, OLU_�—
rinted Name of Person Signing
ioze LEA 1 R l�A15 wA I - u
Title
_1021 YR MO DAY
Signature of Applicant or Authorized Agent Date Application Signed
ort•.h Carolina General Statute 143-215.6(b)(2) provides that: Any person who knowingly makes
any false statement representation, or certification in any application, record, report, plan,
or other coctmtent files or required to be maintained under Article 21 or regulations of the
-Environmental Management Commission imrilementing_that Article, or who falsifies, tampers with,
or kncwly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under -Article 21 or regulations of the Environmental Management Commissi
imple=enting that Article, "shall be guiltv.of a misdemeanor punishable by a fine not to exceed
S10,000, or by °imprisonment -not to exceed six months, or by both. (18 U.S.C. Section 1001 p:ov;
a puniscmie.nt by a fine of not more than S10,000 or immrisonment not more than 5 years, or both,
kor .a., similar offense.)

FOR AGENCY USE
5. Facility (see instructions)
Give the name, ownership, and physi-
cal location of the plant or other
operating facility where discharges)
Presently occur(s) or will occur.,,-
�1,`r
l��
w F
Name
;1:n61.,
r
__`K/
jd�l1JA\i
940 R)l�lit S �iC�U.A1 A1�
Ownership (Public, Private or
,,_, L�
Both Public and Private).
I�oSlli
(SPUB ❑ PRV
❑ BPP
Check block if a Federal facility
I05.e:
❑ FED
and give GSA Inventory Control
Number
T05d3
Location:
Racf
/�
94- W =-s
Number & Street
1.OSs.
.Z ,
1�(
City
osIf
) N Mbu-
J fA► NJ
1
County
1� 0RR6LINA
State
105hl
!`I T
6. Discharge to Another Municipal
Facility (see instructions)
a. Indicate if part of your discharge
706A...
❑ Yes U4.
is into a municipal waste trans.
port system under another re-
sponsible organization. If yes,
complete the rest of this item
and continue with Item 7. If no,
go directly to Item 7.
b. Responsible Organization
Receiving Discharge
Name
'10.60::
Number & Street
:104;c
City
10".
r
State
106t
Zip Code
C. Facility Which Receives Discharge
10fi0
Give the name of the facility
,
(waste treatment plant) which re -
calves and Is ultimately respon-
sible for treatment of the discharge
from your facility.
d. Average Daily Flow to Facility
IOStt)!
mgd
(mgd) Give your average daily
flow Into the receiving facility.
7. Facility Discharges, Number and
Discharge Volume (see Instructions)
Specify the number of discharges
described in this application and the
volume of water discharged or lost
to each of the categories below.
Estimate average volume per day in
million gallons per day,. Do not In-
clude intermittent or noncontinuous
overflow;, bypasses or seasonal dis-
charges from lagoons, holding
Ponds, -etc. '
1-2

To: Surface Water
Surface Impoundment with
no Effluent
Underground Percolation
Well (Injection)
Other
Total Item 7
It 'other' Is specified, describe
If any of the discharges from this
facility are intermittent, such as from
overflow or bypass points, or are
seasonal or periodic from lagoons,
holding ponds, etc., complete Item 8.
8. Intermittent Discharges
a. Facility bypass points
Indicate the number of bypass
Points fcr the facility that are
discharge points.(see Instructions)
b. Facility Overflow Points
Indicate the number of overflow
Points to a surface water for the
facility (see Instructions).
c. Seasonal or Periodic Discharge
Points Indicate the number of
Points where seasonal discharges
occur from holding ponds,
lagoons, etc.
9. Collection System Type
Indicate the type and length (in
miles) of the collection system used
by this facility. (see instructions)
Separate Storm
Separate Sanitary
Combined Sanitary and Storm
Both Separate Sanitary and
Combined Sewer Systems
Both Separate Storm and
Combined Sewer Systems
Length
10. Municipalities or Areas Served
(see Instructions)
Total Population Served
NumGer of
Total Volume Discharged,
Discharge Points
Million Gallons Per Day
00
107i?
m c-, D
1:07b2'
107.E
r'1'07d7`
1.07tR
M.
ON
❑ SST
M``AN
❑ CSS
❑ BSC
❑SSCC Q
q-- -miles
Name
0 �S, nlCYIDt�rl'�R r 1
Ny1R8NS
FOR AGENCY USE
Actual Population
Served
150
11 ob
Ilob'
11on
1106
loc.
0 400 ±
I-3

1 � •1 �
FOR.AGENCY USE r
11 Average DailyIndustrial flow
•
.
Total estimated average daily waste, tier
_ mgd
flow from all Industrial sources:°=:<:;::
Note: All major Industries (as defined in Section I V)
discharging to the municipal system must be
listed In Section IV.
12.
Permits, Licenses and Applications
List all existing, pending or denied permits, licenses and
applications related to discharges from this facility. (see instructions)
For
Type of Permit
Date
Dale
Date
Expiration
Issuing Agency Agency Use
or License
ID Number
Filed
Issued
)enled
Date
YR/MO/DA
YR/MO/DA
YF/MO/DA
YR/MO/DA
t0f .. , :..
119 ..
csr:.
311,�
'
F ? A •
N -
No o0 3
Ots 3a 94
2.
3•
13. Maps and Drawings
Attach all required maps and drawings to the back of this application. (see instructions)
14. Additional Information
f-4
'r,Pn AF9.709

•
STANDARD FORM: A -MUNICIPAL
FOR AGENCY USE
SECTION II.• BASIC DISCHARGE DESCRIPTION
Complete this section for each present or proposed discharge indicated.ln Sectlon 1, Items 7 and 8, that Is to surface waters. This includes
discharges to.other municipal sewerage systems In which the waste water does not go through a treatment works pelor to being discharged to
surface waters. Discharges to wells must be described where there are also discharges to surface waters from this facility. Separate
descriptions of each discharge are required even If several discharges originate In the lama faclllty. All values for an existing discharge should
be representative of the twelve previous months of operation. If this is a proposed discharge, values should reflect best engineering estimates.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN :SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
1. Discharge Serial No. and Name OO 1
a. Discharge Serial No. Ypja
(see instructions) 1
b. Discharge Name Zfla;b . r A 1—C� li = _ (� Q = = ; Cad M � i l Q - ►� o
Give name of discharge, If any
(see instructions)
c. Previous Discharge Serial No
If a previous NPDES permit
application was made for this dis-
charge (Item 4, Section 1) provide
Previous discharge serial number.
2. Discharge Operating Dates
a. Discharge to Begin Date
If the discharge has never
occurred but Is planned for some
suture date, give the date the
discharge will begin.
b. Discharge to End Date If the dis.
charge is scheduled to be discon.
tinued within the next 5 years,
give the date (within best estimate)
the discharge will end. Give rea-
son for discontinuing this discharge
in Item 17.
3. Discharge Location Name the
Political boundaries within which
the point of discharge is located:
State
County
(if applicable) City or Town
4. Discharge Point Description
(see Instructions)
Discharge is Into (check one)
Stream (Includes ditches, arroyos,
and other watercourses)
Estuary
Lake
Ocean
Well (Injection)
Other
If 'other' Is checked, specify type
S. Discharge Point — Lat/Long.
State the precise location of the
Point of discharge to the nearest
second. (see instructions)
Latitude
Longitude
2oia I N
YR 'MO
• gs DEG.
91 DEG.
J� MIN. .� SEC
-� MIN. Q SEC
Agency Use
This section contains 8 pages.

6. Discharge -Receiving Water Name
Name the waterway at the point of
discharge.(see Instructions)
DISCHARCaE S.ERIA4 NUMBER FOR AGENCY USE
. o . , Ri t= FA J.D k
It the discharge is through an out. 206b
fall that extends beyond the shoreline
For �Len.c.'y Use
M or
Sub
For Agency Use
20t+o 303e
or is below the mean low water line,
complete Item 7.
7. Offshore Discharge
I
a. Discharge Distance from Shore
5074
`! ^
feet
b. Disch:,rge Depth Below Water
Surface!
'207b
/�/l
4A feet
It discharge is from a bypass or an overflow point or
is a seasonal discharge from a lagoon, holding pond, etc., complete items 8, 9 or 10,
as applicable, and continue with Item 11.
8. Bypass Discharge (see instructions)
a. Bypass Occurrence
Check when bypass occurs
Wet weather
2.t3ie1
,�,/
❑ Yes L]V No
Dry weather
20iaZ
❑ Yes Nr"No
b. Bypass Frequency Give the
actual or approximate number
_
of bypass incidents per year.
Wet Weather
2011111b1
� times per year
Dry weather
202b2
__&' times per year
c. Bypass Duration Give the
average bypass duration in hours.
Wet weather
lost 11
hours
Dry weather
2Oie2
hours
d. Bypass Volume Give the
average volume per bypass Incident,
In thousand gallons.
Q
Wet weather.2
_thousand gallons per incident
Dry weather
4p2d2
_thousand gallons per incident
e. Bypass Reasons Give reasons
why byirass occurs.
20i�
V A
Proceed to Item 11.
9. Overflow Discharge (see instructions)
a. Overflow Occurrence Check
when overflow occurs.
Wet weather
Dry weather
b. Overflow Frequency Give the
actual or approximate incidents
Per year.
Wet weather
Dry weather
opal' Oyes, 4o
1.40*2 ❑ Yes (, 4
times per year
20ib2� _Ilmes per year
11-2

C. Overflow Duration Give the
average overflow duration In
hours. .
Wet weather
Dry weather
d. Overflow -Volume Give the
average volume per overflow
Incident In thousand gallons.
Wet weather
Dry weather
Proceed to Item 11
to. Seasonal/Periodic Discharges
a Seasonal; Periodic Discharge
Frequartis:y If discharge Is inter-
mittent from a holding pond,
lagoon, etc., give the actual or
approximate number of times
this discharge occurs per year.
b. Seasonal/Periodic Discharge
Volume Give the average
volume I)er discharge occurrence
In thousand gallons.
c. Seasonal/Periodic Discharge
Duration Give the average dura-
tion of each discharge occurrence
In days.
d. Seasonal/Periodic Discharge
occurrence —Months Check the
months during the year when
the discharge normally occurs.
11. Discharge Treatment
a. Discharge Treatment Description
Describe waste abatement prac-
tices used on this discharge with
a brief narrative. (See Instruc-
tions)
DISCHARGE SERIAL NUMBER
/✓= R/J .

b. Discharge Treatment codes
Using the codes listed in Table 1
of the Instruction Booklet,
describe the waste abatement
processes applied to this dis-
charge in the order In which
they occur, if possible.
Separate all codes with commas
except where slashes are used
to designate parallel operations.
It this discharge is from a municipal wast4
treatment plant (not an overflow or
bypass), complete Items 12 and 13
12. Plant Design and Operation Manuals
Check which of the following are
currently available
a. Engineering Design Report
b. Operation and Maintenance
Manual
13. Plant Design Data (see instructions)
a. Plant Design Flow ( mgd:)
b. Plant Design BOD Removal (%)
c. Plant Design N Removal (%)
d. Plant Design P Removal (%)
e. Plant Design SS Removal (%)
I. Plant Began Operation (year)
9. Plant Last Major Revision (year)
DISCHARGE SERIAL NUMBER
e
FOR AGENCY USE
1.1-4

DISCHAFGE SERIAL NUMBER
FOR AGENCY USE,
14. Description of Influent and Effluent (see Instructions)
Influent
Effluent
aD
c
c -4
T
Parameter and Code
214`
Q
a
>
_ >
U
'I
E
F
E
<>
<>
-1<
x<
iL c
z<
"no
(1)
(2)
(3)
(4)
(5)
(6)
(7)
Flow
%Iilhun
3,40�
3.40�
! •q I �
4•.4q �
�oN,�,
gallons per day
-�I�t151►
m c D
m n
0A%1:5
P1
Units
:r7..O49
r7. 2 a9
1 sAftnpl =
5
4
1It)4U0
_
L4,r
uN 1�s
? y
��s
Temperature (winter)°
F
3a �
"_
3r7.0 F
O
4A.2 F
I SAmpi =
s
as 4,_
14,0' �
9 .IC_
19.5
74028
i`'_ DP,
pay
A
TempcYature.;summer)
49.9 F
43,9 r
4o.u0i=
4r7.3°F
I SRmpI=
3iD
74027
DA`I
°Ays
B
3o.a C_
a
Fecal Streptococci Bacteria
Number/ 100 Ir.l
74054
1
I
/ V A
NIA
^ /
/ �/
A
(Provide if available)
Fecal Coliform Bacteria
Number/100 ml
2 i.9 J
I SAmp 1=
74055
(Provide if available)
>7
C_g Ip N 1 s
_� 100(46
T . DAk'
OAy5
A
.
Total Coliform Bacteria
Number/100 nil
74056
NIA
V
NIA
�
�t p
(Provide if available)
mg/1 s day
1 '2 3,
1
9 . b
_2'Q , !�5r
I S RrnP 1=
3to5
00310
rnei L'
m C=, L t-
MC) L
MCM t
RR DAk
D11� S
m
p.
Chemical Ox t:n Demand (COD)
vs (
59 I . 0
a 1 O' 1
1
15 �1
43a.s
1 SA m p I
W� W _=x
i4n.
8
C
�
00 40
(Provide if available)
(Y](�, I
`
rn )
,
mC-i `
m I
_
PE R W 1hs
L
DAy5
OR
,Total Organic Carbon (TOC)
mil...
00680.
^ %
, v /�
�.
A
A,
N i�
N
A
(Provide if available)
/ '
/V R
(Either analysis is acceptable)
Chlorine —Total Residual
M�S
73
O
R
mg/10
IffA

,1 O
oo£oo
S 1G
=�vJi)5 t
J V
t]
& b'U
I/3w
(0Q) a03dx0 P2AIOSga
,1 N,
(algif4eAO1l aptAotdj:'
59900
°
�
s_ W tiS �7
°� Q S
�° 0 L
1
I/3w
a) snJogdsogd
(d plojL
N
,�/•
IV N
y V
}�
V N
(alge(IeABJI aplAord)
51900
I/3w
(N sB) alullN
1V
t� Al
V
VI N
t �
^,
/Y
�/^ /
V✓ V
(olggre- p ap!—zd)
OZ900
(/aw
(N se) alsill(.(
��
1
, l V w
-1 l �
b N
(21CIR eAZ J! aptnOJd)
s
a
s��dw�;
�, g�
(ffo '
6 �'o I
1/sw
ua3oAIN l4spl2fx
���'
��
t LZ)W
1 ��
(algsllsne 3l ap►AOJd)
0
�6%!
j 'J
=1v��� l
s'�
}o
i1�6'
'�j
s�'�
01900
I/Sw
J
(N SE) Efuowwv
w
54\va
I'vo
-, I uj
, v,►
—t hw
--two
sysoo
�—oI
(anpaa�I) Ja318W aI48aRlaS
w
51,,,E��'�w
, �w
�' w
0£soo
0
5�G,
=(d WtiS
`�' � al
°1
I I
S'S£
�' L L
113w
SP?IOS PapuadsnS IsIO.L
IV/V
V141
d /J/
_VlN
(
d 1 Al
(
fJ 1 J
oL
00£3w
11
SP9OS P2MOST!4 IsIO,L
�d
shvp
4L- LV
-11 "Dw
oosoo
5
=-1 dWV5: I
loe
b: 69V"C
(/Sw
9PnosMol
W
(9)
(9)
(0
(£)
W.
(I)
(9
O,
C.
<
<
^
c •
0
apo0 Pus JalawsJed
luanUJ3
luanllul
(penulluo:)) (suoll3nilsul ees) luanllj3 pus luonl/ul to uollaUaso(3 •yl
3Sn Aomw)V 11oA u3ewnN 1Hlu3S 30HWHOSla

DISCHARGE SERIAL NUMBER
IS. Additional Wastewater Characteristics
Check the box next to each parameter If It Is present In the effluent. (see Instructions)
Parameter
a
Parameter
c
Parameter
(215)
a
(215)
_
Bromide
Cobalt
Thallium
71870
01037
01059
Chloride
Chromium
Titanium
00940
01034
01152 .
Cyanide
Copper
Tin
00720
01042
V
01102
Fluoride
Iron
Zinc
00951
01045
01092
Sulfide
Lead
Algicides*
00745
61051
V
74051
Aluminum
Manganese
Chlorinated organic compounds*
01105
01055
74052
Antimony
Mercury
Oil and grease
01097
71900
V
00550
Arsenic
Molybdenum
Pesticides*
01002
01062
74053
Beryllium
Nickel
Phenols
01012
01067
V
32730
Barium
Selenium
Surfactants
01007
01147
38260
Boron
Silver
Radioactivity*
.01022
01077
74050
Cadmium
01027
*Provide specific compound and/or element in Item 17, if known.
Pesticides (Insecticides, fungicides, and rodenticides) must be reported in terms, of the acceptable common names specified in Acceptable Com-
mon Names and C71emical Names for the Ingredient Statement on Pesticide Labels, 2nd Edition, Environmental Protection Agency, Washington,
D.C. 20250, June 1972, as required by Subsection 162.7(b) of the Regulations for the Enforcement of the Federal Insecticide, Fungicide, and
Rodenticide Act..
II-7

16. Plant Controls Chock if the follow-
Ing plant controls are available
for this discharge
Alternate power source for major
pumping facility including those
for collection system lift stations
Alarm for power or equipment
failure
17. Additional information
Item
> d>. Number
Doi !24 bin
MWOM
..,�
DISCHARGE SLIUAL NUMBI
[g/Aps
�LM
FOR AGENCY USE
Information
-NI =RA loR H)Q PnW=Q
1���- �i M F-81 1
. I1-8 a11. S. GOVERNMENT PRINTING OFFII F - I✓73 0 - 508-49:

FOR AGENCY USE I
STANDARD FORM A -,MUNICIPAL
SECTIONM. SCHEDULED IMPROVEMENTS AND -SCHEDULES OF IMPLEMENTATION
This section requires information on any uncompleted Implementation schedule which has been Imposed for construction Of waste treatment
facilities. Requirement schedules may have been established by local. State, or Federal agencies or by court action. IF YOU ARE SUBJECT TO
SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EltHER BECAUSE OF DIFFERENT LEVELS OF AUTHORITY IMPOSING
DIFFERENT SCHEDULES (ITEM 1b) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATIONAL UNITS (ITEM lc), SUBMIT A
SEPARATE SECTION III FOR EACH ONE. n
1. Improvements Required FOR AGENCY USE
a. Discharge Serial Numbers '; 9;Ctlllq� Np
Affected List the discharge 4
serial numbers, assigned in Sec-
tion 11. that are covered by this
implementation schedule
b. Authority Imposing Requirement
Check the appropriate Item IndF"`
cating the authority for the Im-
plementation schedule If the c<'
Identical Implementation sched-
ule has been ordered by more
than one authority, check the
appropriate Items. (seeln.
structions)
¢b" ❑ LOC
Locally developed plan ❑ ARE
Areawide Plan ❑ BAS
Basin Plan
State approved Implementation ❑ SQS
schedule
Federal approved water quality ❑ VVQS
standards implementation plan _
Federal enforcement procedure ❑ ENF
or action
❑CRT
State court order FED
Federal Federal court order
c. Improvement Description Specify the 3-character code for the
General Action Description in Table ll that best describes the
improvements required by the implementation schedule. If more
than one schedule applies to the facility because of a staged con-
struction schedule, state the stage of construction being described
here with the appropriate general action code. submit a separate
Section I I I for each stage of construction planned. Also, list all
the 3-character (Specific Action) codes which describe in more
detail the pollution abatement practices that the Implementation
schedule requires,
3-character general action
description 1gC
3-character specific action
descriptions
2. Implementation Schedule and 3. Actual Completion Dates
Provide dates imposed by schedule and any actual dates of completion for Implementation steps
listed below. Indicate dates as accurately as possible. (see instructions)
Implementation Steps 2. Schedule (Yr /Mo /Day) 3. Actual Completion (Yr /Mo /Day)
a. Preliminary plan complete
b. Final plan complete-/-/-
_
c. Financing complete & contract 29'1**,_/-/-
awarded
d. Site acquired
e. Begin construction'
f. End construction .tlt` -/-/._
g. Begin Discharge .3.420. -/-/-
h. Operational level attained -
III -I 1 This section contains 1 page.
GPO $65.707

FOR AGENCY USE
STANDARD FORM A -MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a descriptiof to f each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrlp•
Lion. Indicate the 4 diit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material. the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility into the municipal system.
111 for standard rieasures of products of raw materials. (see Instructions) Consult Table
1• Major Contr4buting Facility
(see Instructions) "
Name I 401a I �)F(I PD
LIM kl
Number& Street"
City
County
State
Zip Code
2• Primary Standard Industrial
Classification Code (see
instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4, Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6• Characteristics 0f Wastewater
(see instructions)
JParameter O
Name L
406a Parameter
Number
�406b Value
401b
401 c
401d
401e
401 f
402
403a
403b
404a
404b
405
�� 5 LYloc,�rl'JA i N _
L'.1=tr= 1Ajsp
Units (See
Quantity Table III)
j,coo 1-t3 �AiA� Nl�i a is 1 itt2C >
u�
40¢s _J L-- i
_eWhousand gallons per day
Intermittent (int) M1 ontinuous(con)
Q,'17es [:]No
(5D I 0--d1) I
_'_""'•�:.••��
P f. :r
a ., • G`/
\
� � �
to ai ♦♦
�
� •l
GPO a65.706 Thts section contains 1 pees.

•
o.o�o
SECTION I17. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) rode for the Industry, the major product or raw material, the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
111 for standard rieasures of products of raw materials. (see Instructions)
1• Major Contr,buting Facility
(see instructions) /fff
Name 401 a 1 1 4 M l' W =A !� �0 m f1A�1
Number&Sireel" 401b PO 13ox 49A.9 U& An
City 401c J / 6 LA r4lrAI tQ
County 401d c1= V= i, IS -In -
State 401e \b ff i 1
& ) A
Zip Code 4011 %I
-
2. Primary standard Industrial 402
Classification Code (see
instructions)
3. Principal Proguct or Raw
Material (sec -instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand 931lons per day
and whether this discharge is inter-
mittent or continuous.
5. Pretreatment Provided Indicate If
Pretreatment is provided prior to
entering the municipal system
6• Characteristics of Wastewater
(see instructions)
Parameter
403a
403b
404a
404b
405
I FI o (.,c II
� 4ttici;
itGuQ ( A RAIJ M Pl—z IA 1 4:oza:
1�411
9+�`'y thousand gallons per day
c❑ Intermittent lint) RIC"Ontinuous(con)
ONO
Name���.5, Cdl d
40'6a Parameter i�
Number
406b Value J 4� �os_3 dooga r, b o4
®, -7 'yVJ�
a G
WE
GPO 865.706
This section contains !.Pegs,

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material. the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
III for standard rieasures of products of raw materials. (see Instructions)
1 Major Contributing Facility
(see Instructions)
Name 401a -li= fYlt)ti)� (� t� I r. SN
I I C.
Number& Slreel'
City
County
State
Zip Code
2, Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (seu instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys•
tem in thousand gallons per day
and whether this discharge Is inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6• Characteristics of Wastewater
(see instructions)
Parameter
Name _
C
468a Parameter
Number a /�
" 06b Value Oq o1 rA
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
T11 � �5 a'Y\flit_*1" 1i41 h�
5� bthousand gallons per day
�❑ Intermittent (tnt) �ntinuous(con)
9'- ONO
M
H.I=M0
VFR♦ i �i al - I
1V_1
GPO e65.706 This section contains 1 page,

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a descripliooi of each major industrial facility discharging to the municipal System, using a separate Section IV for each facility descrip.
tion. Indicate the 4 digit Standard Industrial Classification (SIC) 1,otle for the industry, the major product or raw material, the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult Table
111 for standard rieasures of products of raw materials. (see Instructions)
1• Major Contr4buting Facility
(see Instructions)
Name I 401. l t �) C-� s �Lus N T -
Number& Sheet"
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (sec. Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is inter.
mittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
Parameter
Nama m C.
t06a Parameter
Number
406b Value
v a
S L
O I Z)
'GPO 865.706
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
z� LF,/Qj �n�
1aoc LV) RAI, M a IaL 4'o�a.
7�
_thousand gallons per day
Intermittent lint) /ontinuous(con)
❑ Yes fiI,GO
IV-1
ss
02i� O D OIL
'ino o.olo
)�O'7aL0
ooSDa
3a �3o
b� a Cq'�
This section contains ! page,

Submit a de6criplion of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) rode for the industry, the major product or raw material. the flow (In thou•
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult Table
I I I for standard rieasures of products of raw materials. (see Instructions)
1• Major Contr,buting Facility
(see instructions) MA�Lr
(�► �y A /�
Name I 401 a \
LC n( E C4 e 5)=
Number& Sireet'
City
County
State
Zip Code
2, Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (sec. instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys.
tem in thousand gallons per day
and whether this discharge is Inter-
mittent or continuous.
5. Pretreatment Provided Indicate if
Pretreatment is provided prior to
entering the municipal system
6• Characteristics of Wastewater
(see instructions)
Parameter
Name rA n0
i08a Parameter
Number
408b Value
401b
401c
401d
401:
401
402
403a
403b
404a
404b
405
I N AAA LI K('I/4
L//AyyNIJ
o RAui Mai 403.d-
i 6�
`""I-� — —__thousand gallons per day
❑Intermittent (int) ErC.ntinuous (con)
❑ yes 91� -
�—v u
003100346
oo a
000ga
otb 4t,
497.E
47.a�
tso.�
a.o�
a 1a4-a
r093
IV-1
GP 0 e65.706 This section contains i page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult.Table
III for standard rieasures of products o/ raw materials. (see Instructions)
1 Major Cant r,buting Facility
(see Instructions)�-t-
Name I 401 a
Number& Street"
City
County
State
Zip Code
2, Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (seu instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is inter-
mittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
Parameter
Name
406a Parameter
Number
>4.060 Value
401b
401c
401d
40le
401 f
402
403a
403b
404a
404b
405
P. E a 7Acn 'l E) °I
n1-
Q 1AfJf1
Ub a:_'r_h_P_A-Q6 L 1 N A
b
thousand gallons per day
❑ Intermittent (int) M ontinuous(con)
❑ Yes
0 OLj G (903 I D C9a34 3 0053 d
loft
. ♦ 0 �&. Ii � � sr
-�� -i• L �. CIA.
n6'9 0Ia34 Ito 4 9,
IIJA 6.609� 0103.
IV-1
This section contains 1 page,

Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (In thou-
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
III for standard rieasures of products of raw materials. (see Instructions)
1 Major Contributing Facility
(see instructions)
Name 1401a I H DL& RN t ICAL_ �zMDAN
Number& Slreel"
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (SBe
Instructions)
3. Principal Product or Raw
Material (set Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem in thousand gallons per day
and whether this discharge Is inter.
mittent or continuous.
5. Pretreatment Provided Indicate if
Pretreatment is provided prior to
entering the municipal system
6• Characteristics of Wastewater
(see instructions)
Parameter
Name �tri C
406a Parameter
Number
3it00 Value
n) .A
r-1
S� U=
<91Orl?
O p
401b
401c
401d
401 e
401 f
402
403a
403b I
404a
404b
405
�i off. N 0_AA a LI
I
ILL
� thousand gallons per day
❑ Intermittent (int) Continuous(con)
�y•es ❑No
!� a �► •�
r•� • v• •tai � �� I
• r
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GPO e65.706 This section contains j paQe.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IQ. INDUSTRIAL.WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip•
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (In thou•
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult Table
I II for standard rieasures of products of raw materials. (see Instructions)
1• Major Contributing Facility
(see instructions)
Name 1401a I A�Ot�� I.ORDOR O,� {KftlLT rnI-5S16tj IUI 11/�}
Number& Slreet"
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see instructions)
Product
Raw Material
4. Flow Indicate the volume o1 water
discharged into the municipal sys•
tem in thousand gallons per day
and whether this discharge is inter.
mittent or continuous.
S. Pretreatment Provided Indicate if
Pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
Parameter /
Name �
406a Parameter
Number
406b Value
9
6169 A
O1Grt�
0:1"ooa 1'^t
401b
401c
401d
401e
401 If
402
403a
403b
404a
404b
405
3 l l '7
f N ►� O 0-C
4flia>
_thousand gallons per day
❑Intermittent lint) Continuous(con)
R ves []No
G P o a65.706 This section contains t page.

FOR AGENCY USE
STANDARD FORM A- MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
I II for standard r1easures of products of raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions) (�
Name 401aLiA1JC'=G�QILt �om�Af 1 T
I I -
Numbem Simel'
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (ser. instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is inter.
mittent or continuous.
S. Pretreatment Provided Indicate if
Pretreatment is provided prior to
entering the municipal system
�• Characteristics of Wastewater
(see instructions)
Parameter
Name fY1 CC
4668 Parameter
Number
406b Value
8•a
of o a 1(%'G t o i o f°a o
O.Qh�7 r 1111 n ^ %>
1v=
1 1
o.oio
GP 0,•865.706
401b
401c
401d
401 e
4011
402
403a
403b I
404a
404b
405
R-f #o`� i) 0- Qo x
�1�7S to aM IAIN
0 AQ0L11JA
9e 6
C%Ai
r' - �-_thousand gallons per day
Intermittent (int) 62Continuous(con)
❑Yes fN o
Units (See
quan_ tity Table III)
blip>: 403
413d.
'Jo Ca0 T55 (2610
0617 400 003 I0 Op340 00s30 0008v 0103 p 10,
Oia2,''7 olosi 1190o 00-7ab oe5ad 3A3so
, o e,o � oaa I o•o,�a , o -- __
IV-1
This section contains 1 page.

•
SECTION IQ. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. indicate the 4 digit Standard Industrial Classification (SIC) lode for the Industry, the major product or raw material. the flow (in thou.
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult Table
I II for standard rieasures of products of raw materials. (see Instructions)
1• Major Contributing Facility
(see instructions)
Name 401 a 00
M IJ Lk5 j 1 c t-.( F--N I Al = _ 1 N O, �� t11(JA tJ 1
I- I
Number& Street'
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Proluct or Raw
Material (se( Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is inter.
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics Of Wastewater
(see instructions)
Parameter 6
Name YYl C
466a Parameter
Number
06b Value
sser_.
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
Ell_ 26 11-3.5x 59' 60
�LINA
by -
Units (See
,+ t3u.tntlit y Table III)
__thousand gallons per day (?St -
Intermittent (int) &?Continuous(con)
❑ Ves LVJNo
b n Co -�'� r('. r . C
60 �o 00310 00 ¢6 oo-5a 000y'd �, 4
f,r7 1 '1.� 4ot�.
L900 I oo9a� :3°ar736 I 016(,*1 66s0a
This .section contains !.page.

FOR AGENCY use
STANDARD FORM A -MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrlp-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult Table
III for standard r1easures of products of raw materials. (see Instructions)
I• Major Contributing Facility
(see instructions) �1
Name I 401 a WART)
,� 1
Number& Sheet`
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (sec instructions)
Product
Raw Material
401b
401c
401d
401e
401 f
402
403a
403b
4• Flow Indicate the volume of water J
discharged into the municipal sys- 404a
tem in thousand gallons per day thousand gallons per day
and whether this discharge Is inter- ,�/
mittent or continuous. 404b ❑Intermittent (int) l]1Zontinuous(con)
5. Pretreatment Provided Indicate if 405 0Yes
pretreatment is provided prior to 0
entering the municipal system
8• Characteristics of Wastewater
(see instructions)
Parameter
Name =m oc c
40'8a Parameter �c1f� t ,( �7 /`
Number 004no Vv31U QQ.3't-o ��O�v D�D34
4.00b Value I8.8
c�•�4 �,rl " �C�B,� 6�8,� N � c�.ota
n.•.
,,,,
O
V �:�t��-�
i•
�l • •
;1 W
NrJ
•
ft1��
.' • •
Q _ •
y
O
IV-1
G P 0 a 6 5.706 This section contains 1 pegs.

- FOR AGENCY USE
STANDARD FORM A -MUNICIPAL
SECTION IQ. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
Lion. Indicate the 4 digit Standard -Industrial Classification (SIC) Gode for the Industry, the major product or raw rnaterlal, the flow (In thou -
land gallons per day)• and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
II I for standard rieasures of products of raw materials. (see Instructions)
1. Major Contributing Facility
(see instructions) ` I( �I �1 (/'�1
Name I 401a I =Q d-,AL- -511_QQ f AIC., \ •nAlC)A s,, i
Number& Sireet'
City
County
State
Zip Code
2, Primary Standard Industrial
Classification Code (see
instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys.
tem in thousand gallons per day
and whether this discharge is inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6• Characteristics of Wastewater
(see instructions)
Parameter
Name OC
4f16a Parameter
Number
062 Value t�
tag 2
tot o Lot o0
401b
401c
401d
401a
401 f
402
403a I
40]b I
404a
404b
405
- �=LA lJ D
�(�i� Ct �R •I I tie
�4-
_thousand gallons per day
El intermittent (int) (/Continuous(con)
El yes
�� ©03► a o0 40 oa��
b;V7 I o105 i [gig oo J oOTlaa
GPO 865.706
w-1
This section contains 1 Paige,

FOR AGENCY USE
STANDARD FORM A -MUNICIPAL.
SECTION M INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section iv for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) t.ode for the Industry, the major product or raw rnaterlal, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult Tatile
I11 for standard rieasures of products of raw materials. (see Instructions)
t• Major Contributing Facility
(see Instructions)
Name 401a L =x QAQ N S C .
Number& Street,*
City
County
State
Zip Code
2• Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (set. Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
Pretreatment is provided prior to
entering the municipal system
6• Characteristics of Wastewater
(see instructions)
Parameter
Name --fs In °C
x0'6a Parameter
Number
406b Value
--
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
( IJU A A 1+ ' I . 4+ 1 U IV , y i = OM6 M. _l / � v _ .
cFiR6 LOA
'A%68 6
a UI
I, 000
4t1�e:?
._thousand gallons per day
❑Intermittent(int) W16.ntinuous(con)
Yes P40
boo C60 'I"SS �.00
3ol00400 00310 �34b o00�0Cl4to .E AtoA 0.00A Oi�'
=�
+• CIv
EMEMM
"
-
W r
.
r •
W
K&I
swomwQ767110
M.
mmn�==��M
M*Mn
•
IV-1
This section,contains 1 page,

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging 10 the municipal system, using a separate Section IV for each facility descrip-
tion. indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
III for standard rieasures of products of raw materials. (see Instructions)
1• Major Contributing Facility
(zee instructions)
Name 4013 �J
Number& Sheet"
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (sec Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys.
tem in thousand gallons per day
and whether this discharge is inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
Pretreatment is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see instructions)
Parameter
Nam 0
406a Parameter
Number
40Qb Value
401b
401c
401 d
401e
401 f
402
403a
403b
404a
40415
405
IIooG l �6Qtn j
4a:2c:;
>to3d
thousand gallons per day
Intermittent lint) [aC ntinuous(con)
Yes No
� � •• wv a
at• �
r• •
rr•
Q . 1 -s
GPO 865.706
IV-1
This section contains ! page.

•
bloq 2
SECTION IY. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip.
lion. Indicate the 4 digit Standard Industrial Classification (SIC) lode for the industry, the major product or raw material, the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
lit for standard measures of products of raw materials. (see Instructions)
1• Major Contr,buting Facility
(see instructions) K11,
Name 1 401a �! `= N Att= tV
Number& Slreel•'
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
instructions)
3. Principal Product or Raw
Material (seu Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is Inter-
mlttent or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
Parameter
Name th CC
#0`6a Parameter
Number
4.093 Value
4.q
401b
401c
401d
401e
401 f
402
403a
403b
4043
404b
405
000
i00.0
9 __thousand gallons per day
❑ Intermittent (int) (Jtiontinuous(con)
❑ Yes calld
Units (See
Quantity Table III)
30o COO 1(5S ojo C
004C � oo,� p 00346 6os3 o bpogo 01034 O l o
,I•58 �.6 1756,C, I"7,- N
o.00a 000�
U.10 f ©(002 �pla2rl �n
fth ME
IV-1
This section contains P page,

Submit a description of each maJor industrial facility discharging to the municipal system, using a separate Section IV for each tacllity descrip•
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw Material, the flow (in thou.
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult Table
Ill for standard rieasures of products of raw materials. (see Instructions)
1• MiJor Contributing Facility
(see instructions) Name 1401.
Number& Slreel••
City
County
State
ZIP Code
2. Primary Standard Industrial
Classification Code (see
instructions)
3. Principal Product or Raw
Material (ser• Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged int•a the municipal sys-
tem in thousand gallons per day
and whether this discharge is inter.
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
Pa ra meter
Name(Y� aC
Adis Parameter
Number
4.08b Value
ai•
401b
401 c
401d
401 e
401 f
402
403a
403b
404a
404b
405
7
fit/ 0°23 Noa.TH S1mS irz= __
t"1 1 tJ (_:442 L11 G I N IN I"
: LAktlijjA
000 Li3 0
4'g2q'
_thousand gallons per day
[)Intermittent (int) n ontinuous(con)
❑ Yes UW.
1.3 0 Uq
t
00 (D
laa )��15 Q3,a
_ IV-1
^OP.o $65.706.
This section contains ! page.

— -- •----• •••--� vv.v r n�ov f rvry 1v fvlulvlclrAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip.
tion. Indicate the 4 digit Standard Industrial Classification' (SIC) Code for the Industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult Table
111 for standard rteasures of products of raw materials. (see instructions)
1• Major Contributing Facility /
(see instructions)
Name 1401a l I DutN `A1� i1�5 I A9i2jCS
Number& Slreet•'
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
7. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is Inter-
mittent or Continuous.
S. Pretreatment Provided Indicate If
Pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
JParameter o
Name _ M L
t0'6a Parameter
Number
40gb Value
aa.�
010:; a
lu' _
D 6 r) -1
o.Qoa
401b
401c
401d
401 e
4011
1 402
40]a
407b
404a
404b
405
Nl=v=��
1\%6Q'iF} CIARG�I NA
. 5—
T�—thousand gallons per day
[:]Intermittent lint) [!�eOntinuous(con)
❑ Yes
099 1b�osl
062 ItS.nn2
(719 60 ao'"Tao 39-'73 o
■
Otb(9r7 posaa
a o2 r-77. a
IV-1
GP0 865.708 -
This section contains ! page. .

STATE OF NORTH CAROLINA IN THE GENERAL COURT OF JUSTICE
SUPERIOR COURT IVIES -ION
COUNTY OF CLEVELAND 88 CVS 'J
STATE OFNORTH CAROLINA, ex rel
S. THOMAS RHODES, Secretary,
Department of Natural Resources
and Community Development, and
ex rel ENVIRONMENTAL MANAGEMENT
COMMISSION, ) 7 �J
f'
ii07
Plaintiff, ) �'
CONSENT JUDGMENT
V. ) (JOC #88-31) j
CITY OF KINGS MOUNTAIN, )
Defendant. )
THIS CAUSE came on to be heard this day before the
undersigned Judge of Superior Court upon joint appearance by
the parties, who have announced to the Court that all
matters in controversy between them as alleged in the
Complaint have been settled and that they have consented to
the entry of the Consent Judgment upon the following
stipulations and terms:
STIPULATtD FACTS
1. The plaintiff is the sovereign State of North
Carolina. The Department of Natural Resources and Community
Development (NRCD) is an agency of the State established
pursuant to NCGS 143E-275, et seg; and S. Thomas Rhodes is
its Secretary. The Environmental Management Commission y

FJ
(EMC) is an agency of the State established pursuant to NCGS
143B-282, et seq.
2. The defendant, City of Kings Mountain in the
County of Cleveland, North Carolina,. is an incorporated
municipality established and created under North Carolina
law. The current mayor of Kings Mountain is Kyle F. Smith,
upon whom service of process may be made pursuant to Rule
4(j)(5)a of the Rules of Civil Procedure.
3. The City of Kings Mountain holds North Carolina
NPDES Permit No. NCO020737 for operation of an existing
wastewater treatment works, the Pilot Creek Wastewater
Treatment Plant, and for making an outlet therefrom for
treated wastewater to Buffalo Creek, Class C waters of this
State, in the Broad River Basin, but is unable to comply
with the final effluent limitations for toxicit and total
suspended solids as set forth in the Permit. Compliance
will require preparation of plans and specifications for,
and construction and operation of, additional treatment
works. The noncompliance with final effluent limitations
constitutes causing and contributing to pollution of the
waters of the State, and the City is within the jurisdiction
of the Commission as set forth in NCGS Chapter 143, Article
21.
4. The City of Kings Mountain, due to its
noncompliance, must provide financing for, plan and
construct treatment works which will treat the wastewater

presently being discharged and any additional wastewater.
desired to be discharged, to the extent that the City will
be able to comply with Final permit effluent limitations.
5. In response to the National Municipal Policy, 49
F.R. 3832, January 30, 1984, adopted by the United States
Environmental Protection Agency for assuring compliance with
the federal Clean Water Act, 33 U.S.C. §1342, by
publicly -owned treatment works, and in recognition of that
Act's July 1, 1988, deadline for compliance [51313- of the
Act initially required compliance by July 1, 1977, but
extensions of time were granted .until July 1, 1988 if
construction was required for compliance, pursuant to
§1311(i)], the Department and Commission have identified the
Pilot Creek Wastewater Treatment Plant of the City of Kings
Mountain as a facility which. will not be in compliance due
to extraordinary circumstances. The City has appropriated
funds and contracted with a consulting engineer who will
investigate in detail the present procedures at the
treatment facility and the waste streams being received, and
will make recommendations for changes and procedures
necessary to bring the City into compliance with final
effluent limitations.

I
4
STIPULATED TERMS
6. The defendant, City of Kings Mountain, waives
service of process, accepts. service of the Complaint, and
admits all averments contained in the Complaint.
7. The defendant, City of Kings Mountain, shall pay
all court costs in this cause.
8. The parties agree that this Consent Judgment
supersedes the requirements of any previously entered
Special Orders by Consent and constitutes full settlement of
all matters referred to in the Complaint, with the following
caveat: the plaintiff reserves all rights to otherwise
assess appropriate civil penalties pursuant to NCGS
143-215.6(a) in connection with the operation of the
Pilot Creek Wastewater Treatment Plant by the defendant City
of Kings Mountain, including but not limited to any failures
to comply .with interim effluent limitations and monitoring
requirements. The parties further agree this Consent
Judgment is supplementary to the obligations of the
defendant under state and federal water quality statutes.
9. The defendant, City of Kings Mountain, agrees to
perform all of the following:
(a) Meet and comply with all terms and conditions of
the permit except those effluent limitations identified
in paragraph 3 above. (See Attachments A, B and C which
are incorporated by reference herein, for all
monitoring requirements and effluent limitations.)

5 -
(b) Upon entry of the Consent Judgment, undertake the
following activities in accordance with the indicated
time schedule:
1) Drawdown aeration basin number 3, remove
accumulated settled matter, complete any
needed liner repairs, and if necessary
replace the liner in basin. number 3.........
• ..........................August 15, 1988.
2) Upgrade staffing in accordance with the
revised document by W. K. Dickson entitled
"City of Kings Mountain, North Carolina
Proposed Staffing Plan for Pilot Creek and
McGill Creek Wastewater Treatment Facilities"
............................December 1, 1988.
3)
Submit plans, specifications, and request
Authorization to Construct for adequate
sludge handling, wasting and disposal
facilities for the Pilot Creek Wastewater
Treatment Plant. If investigation reveals
that clarifier number 3 requires
modification, submit plans for the clarifier
modification...... ...... April 1, 1989.
4)
Complete construction4 Of sludge facilities nc;
and if necessary, clarifier modification.....
............................ .fir the-9-0-.
& -Jan 1q,7t
5)
Achieve compliance with final e fluent
limitations by ................
(c) During
the time in which this Consent Judgment is
effective,
comply with the interim effluent limitations
and monitoring requirements contained in Attachments A.
B and C.
Additional monitoring may be required by the
Director
on a case -by -case basis. These new
requirements may be contained in either a new NPDES
permit or a letter from the Director.
(d) No later than 14 calendar days after any date or
time identified for accomplishment of any activity
listed in 9(b) above, submit to the NRCD, attention
Director of Division of Environmental Management,
written notice of compliance or noncompliance
therewith. In the case of noncompliance, the notice
shall include a statement of the reason(s) for noncom-
pliance, remedial action(s) taken, and a statement
identifying the extent to which subsequent dates or
times for accomplishment of listed activities may be
affected.

(e) Enforce the water conservation provisions of the
State Building Code as .it applies to new residential
construction (Volume 11 - Chapter IV 401.2, 401.3).
(f) Develop and adopt sewer use ordinance limits for
non -conventional pollutants. Implement the pretreat-
ment program as -approved by the Director, including the
enforcement of both categorical pretreatment standards
and local limits.
(g) Continue its program of infiltration/inflow
identification and correction and submit reports to the
NRCD Asheville Regional Office by the last day of each
month.
(h) Deny acceptance of any septage, sludge, or residue
from any domestic or industrial septic tank, pretreat-
ment facility, or wastewater treatment facility into
the Pilot Creek Wastewater Treatment Plant or into any
portion of the sewerage system that is tributary
thereto.
(i) Should it become necessary to by-pass treatment
components, the City of Kings Mountain must obtain
approval from the Director. Scheduled by-passes will
only begin after prior approval has been received from
the Director. Unforeseen by-passes must be reported to
the Director as quickly as possible but in no case
later than 24 hours after the event begins and must be
followed up within five (5) working days with a written
request for approval. By-passes conducted in
accordance with the Director's approval will not
constitute a violation of this consent judgment.
10. Additional sources of waste flows are prohibited
by NCGS 143-215.67(a). However, notwithstanding the entry
of this Consent Judgment, the plaintiff Commission, or its
delegate, may allow the City of Kings Mountain to accept
additional waste flows to its Pilot Creek Wastewater
Treatment Plant, pursuant to the provisions of NCGS
143-215.67(b), where appropriate.

7 -
11. Unless excused under Paragraph 12, the defendant
City of Kings Mountain, shall pay the plaintiff Department
and Commission the following stipulated penalties for
failure to meet the deadlines set out in Paragraph 9(b):
1) Liner repair, removal of
accumulated settled matter
2) Ugrade staffing
3) Submit plans and
specifications, request an
ATC for sludge handling,
wasting and disposal
4) Complete construction
5) Achieve compliance with
final effluent limitations
PENALTY AMOUNT
$100/day for first 7
days, and
$500/day thereafter
�ZVIIIU4
same
same
$5000.00
Payments shall be made by certified check, made payable to
the "Department of Natural Resources and Community Develop-
ment", and shall be made within fourteen (14) days following
demand by the plaintiff.
12. Stipulated penalties are not due if the defendant,
City of Kings Mountain satisfies the plaintiff Department,
or this Court, that non-compliance was caused by events or
circumstances beyond the defendant's control. Such events
or circumstances do not include failure to obtain state or
federal grant funding, failure to schedule or pass necessary
bond referenda, or other failures to obtain necessary

financing, but may include delays caused by contractors
provided that such delays could not be reasonably
anticipated by the Defendant and that Defendant has made its
best efforts to avoid and minimize such delays. Any dispute
which arises concerning whether stipulated penalties are due
will in the first instance be subject to informal
negotiations between the parties, initiated by written
request. If the parties cannot resolve the dispute within
30 days from the date of the request, the dispute may be
referred by any party to the Court for judicial resolution.
If exigencies require, a party may refer the matter to the
Court prior to the expiration of the 30-day period; and the
30-day period may be extended or shortened by mutual
agreement of the parties or by Court order. The filing of a
petition seeking dispute resolution as to the payment of
stipulated penalties will not extend or postpone the
defendant-City°s obligations, and upon dispute resolution
the defendant -City shall have the burden of proof.
13. The terms of this Consent Judgment may be enforced
by and through the contempt powers of the Court.
14. This Consent Judgment shall terminate on
a14��� j
9`0 ;a except that determinations of final
compliance made by the State, payment of any due penalties
by the Defendant, and request for dispute resolution may be
made within 60 days thereafter. Following the expiration of
this Consent Judgment, any permit violations will be subject
to all enf cement procedures as allowed by G.S. 143-215.6.

9
IT IS THEREFORE, upon the consent of the parties and
without the taking of any testimony, ORDERED ADJUDGED and
DECREED;
1. The above stipulated facts and terms, as agreed to
by the parties, are hereby made specific findings and orders
of this Court.
2. The parties, with Court approval, may jointly
modify the provisions of this Consent Judgment.
3. The Court shall retain necessary jurisdiction of
this matter for purposes of enforcing the terms of the
Consent Judgment; for purposes of determining any matters in
dispute; and for purposes of determining any motions for
further relief based on changes of circumstances.

10
This the day of 1988.
BY CONSENT:
THE CITY OF KINGS MOUNTAIN
tto�h6v 4t Law
FOR THE DEPARTMENT OF
NATURAL RESOURCES AND CO NITY DEVELOPMENT
AN NVIR MENTAL MA GE T COMMISSION
Dire6tor, Division of
Environmental Management
LACY H. THORNBURG
ATTORNEY GENERAL
�2r
#XSSISTANT--ATTORNEY GENERAI

ATTACHMENT A
Permit No. NC0020737
A(1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Judicial Order and lasting
until expiration, the permittee is authorized to discharge from outfall(s) serial number
001. Such discharge shall be limited and monitored by the permittee as specified
below:
Effluent Characteristics Discharge
Limitations
Monitoring
Requirements
Units as
specified
Measurement
Sample Sample
Monthly Avg
Weekly Avg.
Frequency
Type Location*
Flow 4.0 MGD
BOD, 5-Day, 200C 30 mg/1
NH33 as N
TS5 , 65 mg/1
Fecal Coliform (geometric mean) 1000/100 ml
Dissolved Oxygen
Temperature
Residual Chlorine
Color
Total Chromium
Phenols
Copper
zinc
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Toxicity (See Attachment B)
Priority Pollutants (See Attachment C)
Continuous
Recording
I
or E
45 mg/1 Daily
Composite
I,
E, i C
Daily
Composite
I,
E
95 mg/l Daily
Composite
I,
E
2000/100 ml Daily
Grab
E,
U, D
Daily
Grab
E,
U, D
Daily
Grab
E,
U, D
Daily
Grab
E
Weekly
Composite
E
Monthly
Composite
E
Monthly
Grab
E
Semi -Annually
Composite
E
Semi -Annually
Composite
E
Quarterly
Composite
E
Quarterly
Composite
E
Quarterly
Composite
E
Annually
Composite
E
* Sample Location: I -influent, E-effluent, U-upstream, D-downstream
+ Daily upstream and downstream monitoring may be reduced at each sampling station to one time
per week except during the months of June, July, August, and September when the frequency must
be no less than three times per week at each station.
The pH shall not be less than 6 standard units nor greater than 9 standard units and shall be
monitored daily by a grab sample E, I, U, D.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT B
Toxicity Testing Requirement
Permit Number NC0020737
The toxicity goal is that the effluent discharge shall at not time
exhibit chronic toxicity using test procedures outlined in:
1. The North Carolina Ceriodaphnia chronic effluent
bioassay procedure (North Carolina Chronic Bioassay
Procedures - Revised *February, 1987) or subsequent
versions.
The goal effluent concentration at which there may be no observable
inhibition of reproduction or significant mortality is 24% (defined as
treatment two in the North Carolina procedure document). The City
shall perform quarterly monitoring using this procedure to establish
compliance with the toxicity requirements. The first test will be
performed within thirty days from the effective date of this Order.
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 Order will be
entered on the Effluent Discharge Monitoring Form (MR-1) for the month
in which it was performed, using the appropriate parameter code.
Additionally, DEM Form AT-1 (original) is to be sent to the following
address:
Technical Services Branch
North Carolina Division of Environmental Management
Post Office Box 27687
Raleigh, North Carolina 27611-7687
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 must be measured and reported if employed for disinfection of
the waste stream.
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 Order may be
reopened and modified to include alternate monitoring requirements.
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 tests and will
require immediate retesting. Failure to submit suitable test results
will constitute a failure of Order conditions.

ATTACHMENT C
PRIORITY POLLUTANT TESTING REQUIREMENT
The permittee shall conduct a test for priority pollutants
annually at the effluent from the treatment plant. The discharge
shall -be evaluated for all volatile fractions, acid fractions,
base/neutral fractions, and pesticide fractions listed in Table II of
Appendix D. of 40 CFR Part 122 and all metals, cyanide, and phenols
listed in Table III of Appendix D. of 40 CFR Part 122. The permittee
shall test the effluent for any pollutants listed in Tables IV and V of
Appendix D. of 40 CFR Part 122, if a specific pollutant is believed to
be present in the discharge. In addition to the above testing
requirements, other significant levels of synthetic organic chemicals
must be identified. For the purpose of implementing this requirement,
the largest 10 percent of the GC/MS peaks other than the priority
pollutants shall be identified. All tests shall be performed in
accordance with the EPA Reference Methods listed in 40 CFR part 136.

* TOXICITY MONITORING CODES
Code
Description
- Long
TAA3B
LC50
Static
48-hr
Ceriodaphnia (Acute).
TAA3D
LC50
Static
48-hr
Daphnia pulex (Acute)
TAA6C
LC50
Static
48-hr
Pimephales (Acute)
TGA3B
P/F
Static
48-hr
Ceriodaphnia (Acute)
TGA3D
P/F
Static
48-hr
Daphnia pulex (Acute)
TGA6C
P/F
Static
48-hr
Pimephales (Acute)
TGE6C
P/F
Static
24-hr
Pimephales (Acute)
TGP3B
P/F
StatRe
7-day
Ceriodaphnia (Chronic)
TGP6C
P/F
StatRe
7-day
Pimephales (Chronic)
THP3B
ChV
StatRe
7-day
Ceriodaphnia (Chronic)
THP6C
ChV
StatRe
77day
Pimephales (Chronic)

Corry & Cerwin, Attorneys at Law
Clayward C. Corry Jr. • Todd R. Cerwin
June 28, 1988
N.C. Department of Natural Resources
and Community Development
Water Quality Section
P.O. Box 370
Asheville, N.C. 28802
P.O. Box 920
Dings Mountain, NC 28086
[phone]
ATTENTION: JAMES R. REID, Environmental Chemist
Division of Environment Management
RE: STATE OF NORTH CAROLINA
VS: CITY OF RINGS MOUNTAIN
File No.: 88—CvS-837
Cleveland County, N.C.
Dear Mr. Reid:
Enclosed for your file please find one (1) filed copy of the Consent
Judgment which was signed by Judge Gardner on June 27, 1988.
Please do not hesitate to contact my office in the future if the need
should arise. I'
CCCjr/dawc
Enclosure: 1
ly yo r
CER IN
C. CORRY, JR
RECEIVED
Water Quality Sectioj
JUN 3 0 1988
1
,Asheville RcOona! Office
Asheville, Perth Carc!ina

CLAYWARD C. CORRY. JR.
TODD R. CERWIN
CALVIN E. COLEMAN
October 17, 1989
L-�,W orFICI:s of
CORRY, CERVMNT & Co • 1,1,E
117 SOUTH 13A'1'T1.b:GROU!1,'1) A\ F:.\UI•:
Ki NG5 I11ULTi\T.lii\, NORTH C,vp 28086
[phone]
NORTH CAROLINA
ATTORNEY CENERAL'S OFFICE
OCT 1 9
:'IROfdiri[frIN1 i ROTECiiON 'h kOLltq
�;0"r. T�CPA.1'c FFICE
Mr. J. Mark Payne
Assistant Attorney General
N.C. Department of Justice at �kui4Cli�;� ;r;T•r..
P.O. Box 629
Raleigh, N.C. 27602-0629
MAILING ADDRESS
P.O. BOX 920
KINGS MOUNTAIN. N.C. 28086
RE: STATE OF NORTH CAROLINA vs. CITY OF KINGS MOUNTAIN
File No.: 88-CvS-837/CevelaIjnd County, N.C.
Dear Mr. Payne:
Enclosed please find a filed copy of the
as was signed by Judge Lamm this morning.
If I can be of any further assistance,
contact my office.
CCCjr/dawc
Enclosure: 1
Consent Judgment Amendment
please do not hesitate to
Very truly yours,
CORRY, CER IN & OLEMAN
-04 J-11!4I &Ji 0. 01,
CLAYWARD C. CORRY,4R.
WiDT iiJ t;IAI' Y
CT .rA
.
IA$lii;`Jil!i; I'"'`IC1nf;1
t`8ti3'N
Asheville, NOrtlt ' aii'r1

K
STD= OF NORTH CAROLINA IN THE GENE :'may COURT OF JUSTICE
COUPT DIVISION
COUNTY OF CLEVELAND 8:: CVS _$3;%'
STATE OF NORTH CAROLINA, ex rel )
WILLIAM W. COBEY, JR., Secretary
Department of Natural Resour6E6
and Community Development, and )
ex rel ENVIRONMENTAL MANAGEMENT j
CO:•i'IISSION,. )
Plaintiff, ) CONSENT JUDGMENT
AMENDMENT
V. ) (JOC#88-31 Ad)
CITY OF KINGS MOUNTAIN, j
Defendant. )
THIS CAUSE came on to be heard this day before the
undersigned Judge of SupE:rior Court upon joint appearance by
the parties, who have announced to the Court tn-=L. thev have
agreed to modify the provisions of the Consent Judgment
entered herein, as follows:
1. by amending paragraph 9 (b) 4 to read, L
"Complete construction (all treat^ien- `coli:pcnenc-=
in place and functional) of sludge -- --ti - and
if necessary, clarifier modification on or before
September 1, 1990."
2. by amending paragraph 9 (b) 5 to rear-,
"Achieve compliance with final efzfluc-t
limitations on or before February-1, 1991."
3. by amending paragraph 14 to read,
".This Consent Judgment shall terminate on May 1,
1991; except that determinations of final
compliance made by the State, pzymenr of any due
penalties by the Defendant, and request for
dispute resolution may be made within 60 days
thereafter. Following the expiration of this
Consent Judgment, any permit violat;ons will be.
subject to all enforcement procedures a.s allowed
bl't G.S. 143-215.6."

IT IS THEREFORE, upon the consent of the Dart-Jes and
SJ1L::out the taking oL any tes-mony, ORDERED, :_DilJ r�U, n�aD
1. The Consent Judgment entered herein is modified by
amending paragraph 9 (b) 4 to read,
"Complete construction (all treatment components
in place and functional) of sludge facilities and
if necessary, clarifier modification on or before
September 1, 1990."
2. The Consent Judgment entered herein is modified by
;amending paragraph 9 (b) 5 to read,
"Achieve compliance with final effluent
limitations on or before February 1, 1991."
3. The Consent Judgment.entered herein is modified by
amending paragraph 14 to read,
"This Consent Judgment shall terminate on May 1,
1991; except thatl determinations o- final
compliance made by the State, payment of any due
penalties by the Defendant, and recuest for
dispute resolution may be made. within 60 days
theree.fter. Following the expiration of this
Consent Judgment, any permit violations will be
subject to all enforcement procedures as allowe-4
by G.S. 143-215.6."
I
o �
9

-3-
. /
This the 2Z day o`OG 1989.
r�OR THE CITY OF XINGS .-IOUNTAIN
,-
f
l nvle F. Smith, Mayor,
C1ayWood C. Corry.1,
Jr., Attorn y at Law
l
FOR THE DEPART_nENT OF NATURAL
RESOURCES AND COMMUNITY
DEVELOPMENT AND ENVIRONMENTAL /..
bIAN�:GEIMENT COMIv1ISSION
R, Paul Wilms, Director, Division of
Environmental Management
LACY H. THORNBURG
Attorney General
ttorne_ tee= eral
C
.V
Judah of
V.
-
..::..:
}

X
State of North Carolina
Department of Natural resources and Community Development
Asheville Regional Office
James G. Martin, Governor David R. Spain
S. Thomas Rhodes, Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
July 19, 1988
Mr. Walter C. 011is
Water and Wastewater Director
City of Kings Mountain,
Post Office Box 429
Kings Mountain, North Carolina 28086
Subject: City of Kings Mountain
Permit Renewal, Pilot Creek
NPDES Permit Number NC0020737!
Cleveland County, North Carolina
Dear Mr. 011is:
Receipt of the following documents is hereby acknowledged:
I
X Application Form (One copy)
Engineering Proposal (for proposed control facilities)
Request for permit renewal
Permit Processing Fee
Other
If any of the items listed below are checked, the application
received is incomplete. The returned items must be re -submitted along
with the following:
X Application Form (in triplicate additional blanks enclosed)
- Engineering Proposal (See (b) 1-5 on attached sheet)
X Permit Processing Fee ($150.00 made payable to NC-NRCD)
X Other Cover letter requesting renewal of NPDES Permit Number
NC0020737.
All requested materials should be submitted to the following
address:
N. C. Division of Environmental management
Permits and Engineering
Post Office Box 27687
Raleigh, North Carolina 28711
Interchange Building, 59 WoodFin Place, P.O. Box 370, Asheville, N.C. 28802-0370 • Telephone [phone]
A

Walter C. 011is
July 19, 1988
Page Two
If -there 'are questions regarding the renewal process, please
contact me.
Sincerely,
fames R. Reid
Environmental Chemist
JRR:ls
Enclosure
xc: Roy M. Davis ✓
Permits and Engineering
George Wood

Permit No. NCO020737
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
The City of Kings Mountain
is hereby authorized to discharge wastewater from a facility located at the
Pilot Creek Wastewater Treatment Plant
U.S. highway 74 Bypass
Cleveland County
to receiving waters designated as Buffalo Creek in the Broad River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective
This permit and the authorization to discharge shall expire at midnight on
Signed this day W
ti
b,
R. Paul"Wifms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission
KE EIVE*D
WMLer Qt.a!it; Se ti: n
JAB! 1 i 1089
Asheville Regiol"�al Offi'e
Asheville, North Carolina

Permit No. NC0020737
SUPPLEMENT TO PERMIT COVER SHEET
The City of Kings Mountain
is hereby authorized to:
1. Continue the operation of a 4.0 MGD extended aeration type wastewater
treatment facility located at the Pilot Creek facility on U.S. Highway 74
near Shelby in Cleveland County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the
attached map into Buffalo Creek which is classified Class "C" waters in
the Broad River Basin.

V
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
Summer: April 1-October 31
NPDES No.
NCO020737
During the period beginning on the effective date
of the permit
and lasting
until expiration, "the
Permittee is authorized to discharge from outfall(s)
serial number(s)
001. Such
discharges shall be.
limited and monitored by the Permittee as
specified below:
Effluent Characteristics
Discharge Limitations
Monitoring
Requirements
Lbs da
Other Units
(Specify)
Measuremeut
Sample
Sample
Monthly Avg. Weekly Avg.
Monthly Avg.
Weekly Avg.
Frequency
1 e
Location
Flow
4.0 MGD
Continuous
Recording
I or E
BOD, 5Day, 20 Degrees C **
30.0 mg/1
45.0 mg/1
Daily
Composite
E, I, U, D
Total Suspended Residue *
30.0 mg/l
45.0 mg/1
Daily
Composite
E, I
NH3 as N
10.0 mg/1
15.0 mg/l
Daily
Composite
E, U, D
Fecal Coliform (geometric mean)
1000.0/100 ml
2000.0/100 ml
Daily
Grab
E, U, D
Total Residual Chlorine
Daily
Grab
E
Temperature
Daily
Grab
E, U, D
Dissolved Oxygen
Daily
Grab
E, U, D
Total Nitrogen (NO2 + NO3 + TKN)
Quarterly
Composite
E
Total Phosphorus
Quarterly
Composite
E
Copper
Monthly
Composite
E
Cyanide
20.0 ug/ 1
Weekly
Grab
E
Chronic Toxicity
Quarterly
Composite
E
Pollutant Analysis ****
Annually
E
Conductivity
Grab
U, D
Sample locations: E - Effluent, I - Influent,
U - Upstream 100
yards from outfall, D - Downstream at
NCSR 1103,
Upstream and downstream samples shall be grab.
Samples shall
be collected 3
times per week during June,
July,
August, and September and once per week during
the remaining
months of the year.
** The monthly average effluent BOD5 and Total Suspended
Residue
concentrations
shall not exceed 15% of
the
respective influent values (85% removal).
*** Chronic Toxicity (Ceriodaphnia) P/F at 25%; February, May, August, and November; See Part III, Condition I.
**** See Part III, Condition J.
***** Daily Maximum Limitation
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final Winter: November 1-March 31 NPDES No. NCO020737
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be
limited and monitored by the Permittee as specified below:
Effluent Characteristics
Discharge
Limitations
Monitoring
Requirements
Lbs da
Other Units
(Specify)
Measurement
Sample
Sample
Monthly Avg. Weekly Avg.
Monthly Avg.
Weekly Avg.
Frequency
Type
Location
Flow
4.0 MGD
Continuous
Recording
I
or E
BOD, 5Day, 20 Degrees C y
30.0 mg/l
45.0 mg/l
Daily
Composite
E,
I, U, D
Total Suspended Residue
30.0 mg/1
45.0 mg/l
Daily
Composite
E,
I
NH3 as N
Daily
Composite
E,
U, D
Fecal Coliform (geometric mean)
1000.0/100 ml
2000.0/100 ml
Daily
Grab
E,
U, D
Total Residual Chlorine
Daily
Grab
E
Temperature
Daily
Grab
E,
U, D
Dissolved Oxygen
Daily
Grab
E,
U, D
Total Nitrogen
Quarterly
Composite
E
Total Phosphorus
Quarterly
Composite
E
Copper
Monthly
Composite
E
Cyanide
20.0 ug/l "
` '
Weekly
Grab
E
Chronic Toxicity
Quarterly
Composite
E'
Priority Pollutants yy
Annually
E
Conductivity
Grab
U,
D
Sample locations: E - Effluent, I - Influent, U - Upstream 100 yards from outfall, D - Downstream at NCSR 1103,
Upstream and downstream samples shall be grab. Samples shall be collected 3 times per week during June, July,
August, and September and once per week during the remaining months of the year.
*` The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the
respective influent values (85% removal).
**^ Chronic Toxicity (Ceriodaphnia) P/F at 25%; February, May, August, and November; See Part III, Condition I.
* See Part III, Condition J.
Daily Maximum Limitation
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

I. Chronic Toxicity Testing Requirement
The effluent discharge shall at no time exhibit chronic toxicity in any two
consecutive toxicity tests, using test procedures outlined in:
1). The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North
Carolina Chronic Bioassay Procedure - Revised *February 1987) or subsequent
versions.
The effluent concentration at which there may be no observable inhibition of
reproduction or significant mortality is 25% (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 Februa.ry, May, August, and
November. 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
from AT-1 (original) is to be sent to the following address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting
chemical/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine of the effluent
toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified
limits,.then monthly monitoring will begin immediately until such time that a
single test is passed. Upon passing, this monthly test requirement will revert to
quarterly in the months specified above.
Should any test data from this monitoring .requirement or tests performed by the
North Carolina Division of Environmental Management indicate potential impacts to
the receiving stream, this permit may be reopened 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.

ttee
l cnduct a test
or
ts annually
he
J. The plfrom theltreatment plant. fThe pdischarge oshall nbe evaluated aastfollows:
effluent
]_) A pollutant an of the effluent must be completed annually using
EPA approved met
for the following analytic fractions: (a)
purgeables (i.e., volatile organic compounds); (b) aci_d extractables�
(c) base/neutral extractables; (d) organochlorine pesticides and PCA s
(e) herbicides; and (f) metals and other inorganics. The Annual
Pollutant Analysis (APA) Monitoring Requirement Reporting Form A, to
be provided to all discharges affected by this monitoring requirement,
describes the sampling and analysis requirements and lists chemicals
to be included in the pollutant analysis. This monitoring requirement
is to be referred to as the "Annual Pollutant Analysis" (APA).
2) Other significant levels of synthetic organic chemicals must be
identified and approximately quantified. For the purpose of
implementing this requirement, the largest 10 GC/MS peaks in each
organic chemical analytic fraction (or fewer than 10, if less than 10
unidentified peaks) occur for chemicals other than those specified on
the APA Monitoring Requirement Reporting Form A should be identified
and approximately quantified as stated in the APA Reporting Form A
instructions. This part (item 2) of the APA monitoring requirement is
to be referred to as the "10 significant peaks rule".

State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor S. Thomas Rhodes, Secretary
DIVISION OF ENVIORNMENTAL MANAGEMENT
WATER QUALITY SECTION
September 22, 1987
MEMORANDUM
TO: L. P. Benton Jr., Deputy Director
Division of Environmental Management
FROM: Roy M! Davis, Regional Supervisor
Division of Environmental Manageme
i
I
SUBJEC : City of Kings Mountain
Cleveland County
EMC 87-21
i
Please find attached a draft SOC and staff report for the
City of Kings Mountain which have been modified in accordance
with our recent discussions. If there are questions, please
contact Jim Reid, Forrest Westall or me.
RMD:JRR:ls
Enclosure
Interhanloc Building, S9 uDodfin Place P.G. Box 370, Asheville, N.C. 28802-0370 6 Telephone [phone]

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF CLEVELAND
IN THE MATTER.OF
NORTH CAROLINA-- ) SPECIAL ORDER BY CONSENT
NPDES PERMIT 1 EMC WQ NO. 87-21
NO. NCO020737 (PILOT CREEK) )
HELD BY CITY OF KINGS MOUNTAIN 1
Pursuant to provisions of North Carolina General Statutes
143-215.2 and 143-215.67, this Special Order by Consent is` made
and entered into by the City of Kings Mountain, hereafter
referred to as the City, and the North Carolina Environmental
Management Commission, an agency of the State of North Carolina
created by NCGS 143B-282, and hereafter referred to as the
Commission:
1. The City and the Commission hereby stipulate the following:
(a) ;That the City holds North Carolina NPDES Permit No.
N00020737 for operation of an existing wastewater treatment
works land making an outlet therefrom for treated wastewater
to Buffalo Creek Class "C" waters of this State, in the
Broad :River Basin, but is unable to comply with the final
.effluent limitations for flow and total suspended solids as
set forth in the -- Permit. Compliance will require
preparation of plans and specifications for and construction
and operation of -additional treatment works.
(b) That noncompliance with final effluent limitations
constitutes causing and contributing to pollution of the
waters, of this State named above, and the City is within the
jurisdiction of the Commission as set forth in NCGS Chapter
143, Article 21.
(c) That the City desires to cause or allow the discharge
of 853,000 gpd of additional wastewater to the treatment
works, and that the discharge of such additional wastewater
from the treatment works to the waters of this State will
not result in any significant degradation in their quality
or in the quality of any water ultimately receiving such
discharge.
(d) That the City has secured financing for planning and
construction for treatment works which, when constructed and
operated, will be sufficient to adequately treat the
wastewater presently being discharged and the additional
wastewater desired to be discharged, to the extent that the
City will be able to comply with final permit effluent
limitations.

(e) That the City hereby waives its right to a hearing on
the terms of this Special Order by Consent pursuant to
procedural requirements of NCGS 1437215.4 and Commission
rules,, in.15 NCAC 21, and also hereby waives its rights to
appeal this Special Order by Consent in accordance with NCGS
143-215.5.
2. The City, -desiring to comply with conditions of the permit
identif ied in paragraph 1(a ) above, does hereby agree to do and
perform all of the following:
(a) Meet and comply with all terms and conditions of the
permit except those -effluent limitations identified in
paragraph 1(a) above. See Attachment "A and B" for all
monitoring requirements and effluent limitations.
(b) Upon execution of this Order, undertake the following
activities in accordance with the indicated time schedule:
Activity
To Be Completed On
or Before,
- Submit an application plus plans
and specification for the needed
improvements and modifications of
the Pilot Creek Facility ......................July 1, 1987
- Develop and implement a plan to achieve
adequate staffing and training for personnel
to operate and maintian the; expanded and
improved facility. Submit a copy of the staf-
fing and training plan to the Division of
Environmental Management ...................November 1, 1987
- Obtain NPI)ES Permit and "Authorization to
Construct" for an expanded -and upgraded Pilot
Creek Wastewater Treatment Facility with a total
capacity of 4.0 MGD........................December 1, 1987
- Provide for collection of flow proportional
composite samples on both the influent and effluent
waste streams in accordance with the requirements
stated in Title 15 North Carolina Administrative
2B. 0503(6) and 2B. 0505 (c)(3)(B),,,,,,.,,...March 1, 1988
- Clean stockpiled sludge from aeration
basin number l and install liner..............March 1, 1988
- Inspect clean, repaint, and repair, as
necessary, all metal work in clarifier
number 1......................................March 1, 1988
- Inspect, clean, and repair as neces-
sary all sludge return valves, pumps, and
control equipment in treatment train
number 1......................................March 1, 1988

Activity
To be Completed on
or Before.
- Modify the number one aeration basin overflow
weir so'that cleaning and adjustments -can be
effected as needed............................March 1, 1988
- Provide adequate disinfection equipment
for the proposed wastestream for the dis-
charge from treatment train number 1.......... March 1, 1988
- Replace obsolete, non-functional
electrical and pump controls in the main
influent pump station .........................March 1, 1988
- Install adequate aeration and mixing
equipment in each of the 3 aeration basins
at the Pilot Plant............................March 1, 1988
- Install adequate and adjustable flow
splitting and control structures...............June 1, 1988
Comply with final effluent limitations ..... June 30, 1988
(c) During the time in which this Special Order by Consent
is effective, comply with the interim effluent limitations
contained in Attachment "A". The following reflects only
the limitations. that have been modified from NPDES
requirements by this Order. �
(Other Limitations)
i
Effluent Monthly Weekly
Characteristics Units Average Average
Flow MGD 3.853
TSS mg/l 40.0 60.0
(d) No later than 14 calendar days after any date or time
identified for accomplishment of aLy activity listed in 2(b)
above, submit to the Division Director written notice of
compliance or noncompliance therewith. In the case of
noncompliance, the notice shall include a statement of the
reason(s) for noncompliance, remedial actions) taken, and a
statement identifying the extent to which subsequent dates
or times for accomplishment of listed activities ma' be
affected. — —

(e) Enforce the water conservation provisions of the State
Building Code as it -applies to new residential construction
(Volume 11. Chapter IV 401.2, 401.3).
(f) Develop and adopt sewer use ordinance limits for
non -conventional pollutants. Implement the pretreatment
program.. as approved by the Director, including the
enforcement of both categorical pretreatment standards and,
local limits.
(g) Identify any and all Infiltration and Inflow problems
associated with the facility and establish a program to
correct these problems.
(h) Use forty percent (40%) of the revenue received from
the one-half percent (1/2%) sales tax option for water and
sewage capital outlay _purposes or to retire indebtedness
incurred by the municipality for these purposes.
3. In accordance with the provisions of NCGS 143-215.67(b) the
Commission allows the City to accept the additional waste
specified below to its waste -disposal system.
Yk; E.I. DuPont de Nemours
and CompanyI ,I................200,000
Thermacote Weico.............. 5,000
120 New Residential
Connections ................ 48,000
Total 253,000 gallons per day
4. This Special Order! -by Consent and any terms, conditions and
interim effluent limitGtions contained herein, hereby supersede:
any and all previous Special Order and Enforcement. Compliance
Schedule Letters, and terms, conditions, and limitation;
contained therein issued in connection with NPDES Permit No,,
NC0020737.
5. ALny _violation of terms of this Order by Consent,
including paragraph 2(c) above and Attachment "A or B" shall
terminate Section 3 of this Order and anv portion of the
authorized additional waste not previously connected to the
system shall not thereafter be connected until the necessary
sewerage system improvements have been completed and placed in
operation. Such violations shall also subject the City to the
enforcement authority of the Commission and of the Director
pursuant to NCGS 143-215.6 and Commission rules in 15 NCAC 2J.

6. This Special order -by Consent shall expire on July 1, 1988.
Entered into this the . day of
City of Kings Mountain
BY:
John Henry Moss, Mayor
1987
NORTH'CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION '
BY:
Chairman of the Commission

ATTACHMENT A
Part I
Page 1 of I
Permit No. NCO020737
A(1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting
until July 1, 1988, the permittee is authorized to discharge from outfall(s) serial number
001. Such discharge shall be limited and monitored by the permittee as specified
below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Units as specified Measurement Sample Sample
Monthly Avg. Weekly Avg. Frequency* Type** Location***
Flow
3.893 MGD
Continuous
Recording
I or E
ROD, 5 Day, 200C
30 mg/1
45 mg/1 Daily
Composite
I,E,U,D
NH as N
TSA
Daily
Composite
I,. E
40 mg/1
60 mg/l Daily
Composite
I,E
Fecal Coliform (geometric mean)
1000/100 ml
2000/100-ml Daily
Grab
E, U, D
Dissolved Oxygen
Daily
Grab
U, D, E
Temperature
Daily
Grab
E, U, D
Residual Chlorine
Daily
Grab
E
Color—
Weekly
Composite
E
Total Chromium
Monthly
Composite
E
Phenols
Monthly
Grab
E
Copper
Semi -Annually
Composite
E
Zinc
Semi -Annually
Composite
E
mDtal Nitrogen (NO2 + NO + TKN)
Quarterly
Composite
E
)tal Phosphorus
Quarterly
Composite
E
Toxicity
Quarterly
Composite
E
*Frequency: cont.-continuous
**Sample Type: comp. -composite,
***Sample Location: I -influent, E-effluent, U-upstream, D-downstream
+Daily upstream and downstream monitoring may be reduced at each sampling station to
one time per week except during the months of June, July, August, and September when
the frequency must be no less than three times per week at each station.
The pH shall not be less than 6 standard units nor greater than 9 standard units
and shall be monitored by a grab sample E, I, U, D.
There shall be no discharge of floating solids or visible foam in other than trace
amounts.

ll t e_2-------
NPDES STAFF REPORT AND RECOMMENDATIONS
County Cleveland ___ _
NPDES Permit No. NC002073T
PART I - GENERAL INFORMATION
1. Facility and Address: City of Kings Mountain
Pilot Creek Wastewater Treatment Plant
Post Office Box 429
Kings Mountain, North Carolina 28086
2. Date of Investigation: 5/29/87
3. Report, Prepared By: James R. Reid
4. Persons Contacted and Telephone Number: Kim Moss and Ronnie
704/739-7131
5. Directions to Site: Located approximately 0.8 mile east of the Buffalo
Creek Bridge on Highway 74 near Shelby.
6. Discharge Point Latitude: 350 15' 37"
Longitude: 81° 27' 20"
Attach a iJSGS Map Longitude:
and indicate treatment plant site and
discharge point on map.
I
L'SGS Quad No. ------ or USGS Quad name Waco
7. Size'(land avail�ble for expansion and upgrading):
5 acres
i
i
8. Topography .(relationship to flood plain included):
9. Location of nearest dwelling: More than 500 feet.
10. Receiving stream or affected surface waters: Buffalo Creek
a. Classification: C
b. River Basin and Subbasin No.: BRD 03 08 05
C. Describe receiving stream features and pertinent downstream
uses : 'agricultural and source of industrial water supply.
I
0

PART II. — DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 03 % Domestic
97 % Industrial
a. Volume. of Wastewater: 3.0 MGD
b. Types and quantities of industrial wastewater:
Textile Dyeing and Finishing 3.44 MGD
Plastics Manufacturing (Compact Discs) 0.255 MGD
Metals Milling 0.042 MGD
Hydraulic Pump Assembly 0.025 MGD
C. Prevalent toxic constituents in wastewater:
See Attachment '
d. Pretreatment Program (POTWs only)
in development approved _ X
~
should be required _r not neededr-
2. Productionlrates (industri.al discharges only) in pounds
a. highest month in the last 12 months
b. highest year in last 5 years
3. Description of industrial process (for industries only) and
applicable;CFR Part and Subpart:
4. Type of treatment (specify whether proposed or existing):
Existing treatment plant rated at 3.0 MGD; City desires to rehabilitate
existing basins which are not currently in use. Rehabilitation of basins
along with operation of the existing system would result in a total hydraulic
capacity of 4.0 MGD. City desires to enter into an SOC to be able to handle
5. Sludge handling and disposal scheme : increased loads while expansion
is under construction.
Gravity thickening followed by sand drying beds with ultimate disposal in
the City's permitted sludge landfill.
6. Treatment plant classification:III
7. SIC Code(s) 4952
Wastewater Code(s) 55 58 ---36
------- ----------------- -

PART III - OTHER RTINENT INFORMATION
.1. Is this facility being constructed with Construction Grants Funds
(municipals only)? No
2. Special monitoring requests: No
3. Additional effluent limits requests:
4. Other.
PART IV - EVALUATION AND RECOMMENDATIONS
Run the instream assessment at a total flow of 3.853 MGD. Issue SOC in
accordance with draft. ^�
I R� U i 0 u 3) %u n; s e- e-
--- U 2
na ure of report preparer
r Quality Regional Super isor

ATTACHTMENT
City of Kings Mountain
c. Prevalent toxic constituents in wastewater:
Estimated
Component SOC Contribution
Cyanide
(.016 x
8.34 x 0.2) =
.03 lbs/day
Cadmium
(..009 x
8.34 x 0.2) =
.015 lbs/day
Mercury
(.0016 x
8.34 x 0.2)
= .003 lbs/day
Zinc
(.238 x
8.34 x 0.2) =
.397 lbs/day
(Data taken from Kings Mountain's pretreatment file.)
Available
Treatment Plant
Capacity
2.08 lbs/day
29.4 lbs/day
1.57 lbs/day
21.13 lbs/day

DF%2002
08:2010
TERMINAL
CONNECTED
TO IM%/V% IM%
-
GKEX78/MY
O9/i8/87
COMPLIANCE
EVALUATION
ANALYSIS
REPORT
PERMIT--NC0020737
'
PIPE--001
REPORT
PERIOD:
8608 -8707
LOC--- E
FACILITY
--KINGS MTN-PILOT
CREEK WWTP
DESIGN FLOW--
3.0000
CLASS--3
LOCATION
--KING% MOUNTAIN
-
REGION/COUNTY--Oi
CLEVELAND
50050
00316
00530
006iO
3i6i6
50060
00340
MONTH
Q/MGD
BOD
RE%/T%% NH3+NH4-
FEC COLI
CHLORINE
COD
86/08
2.8915
i1.76
' 29.7
.56
2.5
.504
i59.7
86/09
2.7892
17.72
34.3F
2.51
6.1
.627
202.2,
86/4)
18.63
30.9F
2.86_
22.7
.509
160.2
86/ii
3.0378F
8.75
29.8
2.09
13.7
.800
147.7
86/12
3.0643F
8.61
23.5
2.30
72.5
4657
140.0
87/01
3.004F
9.04
24.5
.65
46.6
.471
196.6
87/02
3.1240
i9.i5
25.8
.45
0.6
.525
i92.7
87/03 '
3.002F
i4.O8
30.0
1.31
33.7
.408
10.4
87/04
3.5946F
16^82
29.1
1O.8
.513
137.6
87/05
3.2379F
16.19
39.8F
.95
9.5
.428
177.8
87/06
3.5O9iF
i7.08
34.5F
1.43
8.3
.3i8
260.2
87/07
2.6233
15.00`
�.22.i
.56
i8.~3
.704
270.9
�
AVERAGE
3.i629
i3.7'3
29.5
i.5i
22^-
.538
i85.5
MAXIMUM
5.Oip
35.00
77^0
15.23
2^O00
405.0
MINIMUM �
.3770
3.00
6.0
/ .O2
` 0
� ^
iO0
^'�"
5O O
�"^"
UNIT
,
MGD
MG/L
' MG�'
/ M'�-
w/iOOM~
'

NPDES STAFF REPORT AIJD RE.,vAMENDATIONS
P" County Cleveland _
NPDES Permit No. NCO020737
PART I — GENERAL INFORMATION
1. Facility and Address: City of Kings Mountain
Pilot Creek Wastewater Treatment Plant
Post Office Box 429
Kings Mountain, North Carolina 28086
2. Date of Investigation: 5/29/87
3. Report Prepared By: James R. Reid
1. Persons Contacted and Telephone Number: Kim Moss and Ronnie
704/739-7131
5. Directions to Site: Located approximately 0.8 mile east of the Buffalo
Creek Bridge on Highway 74 near Shelby.
6, Discharge Point - Latitude: 35' 15' 37"
Longitude: 81' 27' 70"
j
Attach a USGS 'tap Extract and indicate treatment plant site and
discharge point on map.
USGS Quad No. or USGS Quad Name1+`ac_o
%. Size (land available -for expansion and upgrading):
' I
a c i < s
i
S. Topography (relationship to flood pain incli;dc:;i)
�'.
i.C,C.c 0r.
of i:eareSt
di;elli
:tore that,
' 0
f eel .
ecei� _:
t_rc:am or
ar-ecCed
surfac e war...
C.�' . .. ...
i. 1.0SS1.i icatiort ..
<i F..^P.G UI•. �i �)_i ll.,`_, �/`)
C lcri.t)C' reCei ir.g s reAill features Aitd l'i-I { c.i.. iinF'nStI'e.dAl

M
P"RT II — DESCRIPT 1 OF.DISCHARGE AND TREATM—.._' WORKS
1 . Type of wastewater: 03 _ X Domestic
Industrial
a. Volume of Wastewater: 3.0 MGD
b. Types and quantities of industrial wastewater:
Textile Dyeing and Finishing 3.44 MGD
Plastics Manufacturing (Compact Discs) 0.255 MGD
Metals Milling . 0.042 MGD
Hydraulic Pump Assembly 0.025 MGD
C. Prevalent toxic constituents in wastewater:
Cyanide Cadmium Lead,
Silver
Sulfide Chromium 'Mercury
Zinc
Arsenic Copper Nickel
Phenols
d. Pretreatment Program (POTWs only)
in development
approved X
should be required
not needed
2.
Production rates (industrial discharges only) in pounds
a. highest month in the last 12
months
b. highest year in last 5 years
3.
Description of industrial process (for industries only).and
applicable CFR Part and -.Subpart:
<.
I
Type of treatment (specify whether proposed or existing):
Existing treatment
plant rated at: 3.0 MCD
City desires to rehabilitate
existing basins .:hi.c'li arc• not currently in
use. Rehabil i tation of
basins
along with opera±_io;; f ti.e existing system
would result in a total
hti•draulic
_c_a)acit_; , of 4.0 NGD. Citdesires to enter
into an OC to be able
to handle
�.
Sludge handling and disposal scheme:
i increased loads while
expansion
Grcivity thickening, folirn;ed b\ sand drying
{'s under construction.
beds with ul.t_i_mat:e disposal
in the cin's �;; rr::ittcl �iuc;:,e landfill.
Treatment 1)1 r.L Cl r:ns, fic<ati en:
SIC Code(s) L�)7
itia�;t P.WFite.r COCte (S ) 5j �)�

PART III - OTHER ZTINENT INFORMATION
1. Is this facility being constructed with Construction Grants Funds
(municipals only)? No
2. Special monitoring .requests: No
3. Additional effluent limits requests:
4. Other:
PART IV - EVALUAT;ION..�AND`RECOMMENDATIONS.
Concurrent,- with issuance of SOC process. and issue A to C
for construction ,of modifi.ca.tions_ to the .Pilot' Creek Plant in
accordance with plans, prepared by-W..K. Dickson, which were signed
and sealed on June 12-, 1987, and identified as WKD. No. 8641.01.
j
a re of re preparer
T er Q u a I ikey Regi nal�Supervisor

THE CITY OF IN MOUNTAIN
NORTH
4
/ CAROLING
/. `�_�•_Y_.-",n�"i^S .. • .t { y"� I ice` 5� e
P. .BOX 429 •KINGS MOUNTAIN, NORTH CAROLING 28086 704-735-2553
r�
JOHN HENRY MOSS
MAYOR
July 3, 1987
Director,
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611
RE: Pilot Creek Wastewater Treatment Plant
Kings Mountain, North Carolina
Aeration Basin
WKD # 8641.01
Dear Sir:
Please consider this letter as the City of Kings Mountain's
formal request for authorization to construct improvements -to
existing aeration basins at the Pilot Creek Wastewater Treatment
Plant. The proposed improvements will be in accordance with plans
and specifications prepared and previously sent by W. K. Dickson & Co.,
Inc.
If you have anyquest
! CC: W. K. Dickson & Co., Inc.
I! Walt 011is, City of Kings Mountain W.W.T.P, Director
Division of Environmental Management, Asheville
IVE'a
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NPDES STAFF REPORT AND RECOMMENDATIONS
C o un t y_Cl Pvj�laa L----------
NPDES Permit No._I00020737
PART I — GENERAL INFORMATION
1. Facility and Address: City of Kings Mountain
Pilot Creek Wastewater Treatment Plant
Post Office Box 429
Kings Mountain, North Carolina 28086
2. Date of Investigation: 5/29/87
3. Report Prepared By: James R. Reid
4. Persons Contacted and Telephone Number: Kim Moss and Ronnie
704/739-7131
5. Directions to Site: Located approximately 0.8 mile east of the Buffalo
Creek Bridge on Highway 74 near Shelby.
6. Discharge Point - Latitude: 35' 15' 37"
Longitude: 810 27' 20"
Attach a USGS Map Extract and indicate treatment plant site and
discharge point on map.
USGS Quad No._--------- or USGS Quad Name Waco
7. Size (land available for expansion and upgrading):
5 acres
8. Topography (relationship to flood plain included):
9. Location of nearest dwelling: More than 500 feet.
10. Receiving strea-m or affected surface waters: Buffalo Creek
a. Classification: C
b . River Basin and Subbasin No.: BRD 03 08 05
C. Describe receiving stream features and pertinent downstream
uses: agricultural and source of industrial water supply.

ART II — DESCRIP1iuN OF DISCHARGE AND TREATMENT WORKS
Type of wastewater:-03_ y Domestic
_______97_ i Industrial
a. Volume of Wastewater: 3.0 MGD
b. Types -and quantities of industrial wastewater:
Textile Dyeing and Finishing 2.84 MGD
Plastics Manufacturing (Compact Discs) 0.055 MGD
Metals Milling 0.042 MGD
Hydraulic Pump Assembly 0.025 MGD
C. Prevalent toxic constituents in wastewater:
Cyanide Cadmium Lead Silver
Sulfide Chromium Me-rcury Zinc
Arsenic Copper Nickel Phenols
d. Pretreatment Program (POTWs only)
in development approved _ X
should be required not needed
2. Production rates (industrial discharges only) in pounds
a. highest month in the last 12 months
b. highest year in last 5 years
3. Description of industrial process (for industries only) and
applicable CFR Part and Subpart:
4. Type of treatment (specify whether proposed or existing):
Existing treatment plant rated at 3.0 MGD; City desires to rehabilitate
existing basins which are not currently in use. Rehabilitation of basins
along �,-ith.operation of the existing system would result in a total hydraulic
capacity of 4.0 MGD.
5. Sludge handling and disposal scheme:
Gravity thickening followed by sand drying beds with ultimate disposal
in the City's permitted sludge landfill.
6. Treatment plant classification: III
7. SIC Code(s) 4_�52__
Wastewater Code(s) _55____ __ 58___ __ 36___

ART III - OTHER P CINENT INFORMATION
2.
3.
Is this facility being constructed with Construction Grants Funds
(municipals only)? -No
Special monitoring requests: No
Additional effluent limits requests:
4. Other.
PART IV - EVALUATION AND RECOMMENDATIONS
The effluent at 4.0 MGD will be water quality limited. After modeling,
renew NPDES Permit No. NCO020737 at 4.0 MGD design. Also run model at
6.0 MGD as permittee is expected to request an additional expansion
project in the future. ,
'Signature of report ppreparer
(later Quality Regional Supervisor

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INCORPORATED 1874
THE CITE' OF KINGS MOUNTAIN
NORTH CAROLINA
P. 0. BOX 429 • KINGS MOUNTAIN, NORTH CAROLINA 28086 • 704-739-9591
June 19, 1987
Mr. Jim Reid
North Carolina Dept. of Natural Resources
and Community Development
159 Woodfin Street
Asheville, NC 28801
Dear Jim:
Attached you will find check no. 6279 in the amount of $100
and 3 copies of the -application for permit t discharge wastewater.
Since ely ;-�'
i C
Walter C. 011is O-
Enclosures: 4
�%%n uinfn rr nivl i�+F��

il0f21i CAROLlr4n DEPT. OF NATURAL RESOURCES AAA UGHMUNITY DEVELOP!IENT
ENVIRONMENTAL MANAGEMENT COMMISSInN
FOR AGENCY USE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER NOV
STANDARD FORM A — MUNICIPAL
SECTION L APPLICANT AND FACILITY DESCRIPTION
Unless otherwise specified on this form all Items are to be completed. If an item is not applicable Indicate 'NA.'
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
Please Print or Type
1. Legal Name of Applicant 10'f City of Kings Mountain
(see Instructions)
North Carolina
2. Mailing Address of Applicant
(see instructions) O. BOX 429
Number & Street 102a; -
city yoZb ings Mountain
State tlz..Forth Carolina
Zip Code t 02d- 28086
3. Applicant's Authorized Agent
(see instructions) Walter C. 011is
Name and Title 103a:
Water and Wastewater Supervisor
Post Office Box 429
Number & Street 103#
City
'!4:,
Kings Mountain
J State
to3a
North Carolina
Zip Code
O'3'e, :
28086
Telephone
".1031i
(704) 734-03R3
Area Number
4. Previous Application
Code
If a previous application for a per-
mit under the National Pollutant
Discharge Elimination System has
308 16
been made, give the date of
v
application.
104
YR MO DAY
I certify that I am familiar with the Information contained In this application and that to the best of my knowledge and belief such information
Is true, complete, and accurate.
Walter C. 011is
Printed Name of Person Signing
Signature of Applicant or Authorized Agent
Water and Wastewater Supervisor
Title
YR MO DAY
Date Application Signed
North Carolina General Statute 143-215.6(b)(2) provides that: Any person who knowingly makes
any false statement representation, or certification in any application, record, report, plan,
or"other document files or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers with,
or knowingly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, shall be -guilty or a misdemeanor punishable by a fine
not to exceed $10,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C.
Section 1001 provides a punishment by a fine or not more than $10,000 or imprisonment not
more than 5 years, or both, for a similar offense.)

5. Facility (see Instructions)
Give the name, ownership, and physi-
cal location of the plant or other
operating facility where discharges)
presently occur(s) or will occur.
Name
Ownership (Public, Private or
Both Public and Private).
Check block if a Federal facility
and give GSA Inventory Control
Number
Location:
Number & Street
City
County
State
6. Discharge to Another Municipal
Facility (see Instructions)
a. Indicate if part of your discharge
Is Into a municipal waste trans-
port system under another re
sponsible organization. If yes,
complete the rest of this item
and continue with Item 7. If no,
go directly to Item 7.
b. Responsible Organization
Receiving Discharge
Name
Number & Street
City
State
Zip Code
c. Facility Which Receives Discharge
Give the name of the facility
(waste treatment plant) which re-
ceives and is ultimately respon-
sible for treatment of the discharge
from your facility.
d. Average Daily Flow to Facility
(mgd) Give your average daily
flow Into the receiving facility.
7. Facility Discharges, Number and
Discharge Volume (see instructions)
Specify the number of discharges
described In this application and the
volume of water discharged or lost
to each of the categories below.
Estimate average volume per day in .
million gallons per day. Do not In-
clude intermittent or noncontlnuous
overflows, bypasses or seasonal dis-
charges from lagoons, holding
ponds, etc.
FOR AGENCY USE
Pilot Creek Wastewater Treatment Plant
ER PUB ❑ PRV ❑ BPP
❑ FED
N/A
Rt. U. S..74 West
Kings Mountain
Cleveland
North Carolina
El Yes (21No
N%A
N/A
N/A
N/A
N/A
N/A
N/A mgd
I-2

FOR AGENCY USE
Number of
Total Volume Discharged,
Discharge Points
Mullion Gallons Per Day
1
4
To: Surface Water
907a9;
1ty7?
Surface Impoundment with
N/A
'.
N/A
no Effluent
107b9
iti73�
N/A
"
N/A
Underground Percolation
fd7g1;
[M2::
/
N/A
Well (Injection)
907d9.'
.D7t$
`.907�t,
N/A
N/A
Other
f3:c�
1
4
Total Item 7
4pTiY:
i.QTf$
If 'other' is specified, describe
If any of the discharges from this
facility are intermittent, such as from
overflow or bypass points, or are
seasonal or periodic from lagoons,
holding ponds, etc., complete Item 8.-
B. intermittent Discharges
a. Facility bypass points
N/A
Indicate the number of. bypass
points for the facility that are
discharge polnts.(see instructions)
b. Facility Overflow Points
Indicate the number of overflow
}_Q €
N A
points to a surface water for the
facility (see Instructions).
EN
I
c. Seasonal or Periodic Discharge
N/A
Points Indicate the number of
points where seasonal discharges
occur from holding ponds,
lagoons, etc
9. Collection System Type
Indicate the type and length (in
AAsa >
miles) of the collection system used
by this facility. (see instructions)
Separate Storm
❑SST
Separate Sanitary
3
®BAN
Combined Sanitary and Storm.❑
CSS
Both Separate Sanitary and
Combined Sewer Systemss
❑ BSC
Both Separate Storm and
Combined Sewer Systems
ai)9
❑ SSC
go +
Length
miles
10. Mlunicipalities or Areas Served
Actual Population
(see instructions)
Name
_ Served
City of
Kinqs
Molinta i n
9,200
19na
Urban
Area
700-
�941r;:
110a .`
190b+
110a.::.
Y108 ;
990b'
Total Population Served
q:
I-3

FOR AGENCY USE
11. Average Daily Industrial Flow 2.8
mgd
Total estimated average daily wa
flow from all industrial sources<'^g`•`k`'w3
Note: All major Industries (as defined in Section IV)
discharging to the municipal system must be
listed In Section IV.
12. Permits, Licenses and Applications
List all existing, pending or denied permits, licenses and applications related to discharges from this facillty.(see instructions)
For of PerDate Date Date Expiration
iled Issued Denied Date
I Issuing Agency I Agency Use I Typeor License It I ID Number I YRFMO/DA I YR/MO/DA I YR/MO/DA tYR/MO/DP
1' N DNR&CD _`%`_<<>>'< <>» NPDES NCO020737
c [ :.:..: _::.::..:::.
2.
3.
13. Maps and Drawings
Attach all required maps and drawings to the back of this application. (see Instructions)
See figures A and B attached
14. Additional Information
I-4

..DISCHARGE 001
4 MGD
OUTFALL TOBAR 24" MAIN
BUFFALO CL2 SLUDGE INFLUENT BAR
SCREEN INTERCEPTOR
CREEK RETURN PUMP
PUMP STATION
CL2
CLARIFIER Ll CLARIFIER .
CLARIFIER IL.
III SLUDGE
-► RETURN---s----- L -- - --I-�--
PUMP-�
- I i
I i
SAND
AERATION AERATION I
BASIN BASIN I DRYING BEDS
AERATION BASIN If I III
III
I I
i I SLUDGE
HOLDING
1 MGD 1 MGD TANK
2 MGD I
LEA
--- SLUDGE FLOW LINE
SEWAGE FLOW LINE
FIGURE A
SCHEMATIC OF WASTEWATER FLOW
PILOT CREEK WWTP
KINGS MOUNTAIN, NC
DISCHARGE NO. 001 APRIL 29, 1987

FIGURE "Se
SCALE:: 15'= 2000'
"LOCATION MAP"
FROM U.S. GEOLOGICAL SURVEY MAP,1973
PILOT CREEK WASTE TREATMENT PLANT
KINGS MOUNTAIN, CLEVELAND COUNTY, N.C.
W. K.
DICKSON
& C®.
228 E. PARK AVE. SHT.1 of 1
CHARLOTTE,. N.C. JUNE_ 1, 1987

STANDARD FORM A—MUN{CEPAL
FOR AGENCY USE
SECTION H. BASIC DISCHARGE DESCRIPTION
Complete this section for each present or proposed discharge Indicated In Section I, Items 7 and 8, that Is to surface waters. This Includes
discharges to other municipal sewerage systems In which the waste water does not go through a treatment works prior to being discharged to
surface waters. Discharges to wells must be described where there are also discharges to surface waters from this facility. Separate
descriptions of each discharge are required even if several discharges originate In the same facility. All values for an existing discharge should
be representative of the twelve previous months of operation. If this Is a proposed discharge, values should reflect best engineering estimates.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
1. Discharge Serial No. and Name - 001
a. Discharge Serial No. 2Es1a
(see instructions)
In. Discharge Name zQlb;< Buffalo Creek Outfall
Give name of discharge, if any
(see Instructions)
001
c. Previous Discharge Serial No
If a previous NPDES permit
application was made for this dis-
charge (Item 4, Section 1) provide
previous discharge serial number.
2. Discharge Operating Dates
a. Discharge to Begin Date
If the discharge has never
occurred but Is planned for some
future date, give the date the
discharge will begin.
b. Discharge to End Date If the dis-
. charge Is scheduled to be discon-
tinued within the.next 5 years,
give the date (within best estimate)
the discharge will end. Give rea-
son for discontinuing this discharge
in Item 17.
3. Discharge Location Name the
political boundaries within which
the point of discharge is located:
State
County
(if applicable) City or Town
4. Discharge Point Description
(see Instructions)
Discharge Is Into (check one)
Stream (Includes ditches, arroyos,
and other watercourses)
Estuary
Lake
Ocean
Well (In)ection)
Other
If 'other' Is checked, specify type
S. Discharge Point — Lat/Long.
State the precise location of the
point of discharge to the nearest
second. (see instructions)
Latitude
Longitude
74 1
YR MO
N/A
YR MO
North Carolina
Cleveland
K] STR
❑ EST
❑ LKE
❑ OCE
❑ WEL
❑ OTH
35 DEG. 16 tJIIN. 00 SEC
3 DEG. 2-7— MIN. --3& SEC
• II -I
Agency Use
This section contains 8 pages.

6. Discharge Receiving Water Name $llffdl0 Creek
Name the waterway at the point of
dlscharge.(see Instructions)
For Agency Use
%. _
For Agency Use
fJS CS iFSi3f�t'
Si33T "
411'�G
303e
If the discharge is through an out-
6.
fix
i
fall that extends beyond the shoreline
or Is below the mean low water line,
complete Item 7.
7. Offshore Discharge
N A
a. Discharge Distance from ShorebFa.
feet
Xi
NSA
b. Discharge Depth Below Water
Surface
id7li ;>
feet
If discharge is from a bypass or an overflow point or is
a seasonal discharge from a lagoon, holding pond, etc., complete Items B, 9 or 10,
as applicable, and continue with item 11.
S. Bypass Discharge (see Instructions)
a. Bypass Occurrence
Check when bypass occurs
Wet weather
ka:;
❑ Yes ❑ No
Dry weather
$4�a.a2
❑ Yes ❑ No
b. Bypass Frequency Give the
actual or approximate number
of bypass Incidents per year.
Wet Weather
.2lEi
times per year
Dry weather
c. Bypass Duration Give the
average bypass duration In hours
Wet weather
Dry weather
d. Bypass Volume Give the
average volume per bypass Incident,
In thousand gallons.
Wet weather
Dry weather
e. Bypass Reasons Give reasons
why bypass occurs
Proceed to Item 11.
S. Overflow Discharge (see Instructions)
a. Overflow Occurrence Check
when overflow occurs.
Wet weather
Dry weather
b. Overflow Frequency Give the
actual or approximate Incidents
per year.
Wet weather
Dry weather
times per year
hours
hours
thousand gallons per Incident
thousand gallons per Incident
❑ Yes ❑ No
❑ Yes ❑ No
times per year
times per year
II-2

C. Overflow Duration Give the
average overflow duration In
hours.
Wet weather
Dry weather
d. Overflow•Volume Givethe
average volume per overflow
Incident In thousand gallons.
Wet weather
Dry weather
Proceed to Item it
i0. Seasonal/Periodic Discharges
a. Seasonal/Periodic Discharge
Frequency If discharge is inter-
mittent from a holding pond,
lagoon, etc., give the actual or
approximate number of times
this discharge occurs per year.
b. Seasonal/Periodic Discharge
Volume Give the average
volume per discharge occurrence
In thousand gallons.
C. Seasonal/Periodic Discharge
Duration Give the average dura-
tion of each discharge occurrence
In days.
d. Seasonal/Periodic Discharge
Occurrence —Months Check the
months during the year when
the discharge normally occurs.
11. Discharge Treatment
a. Discharge Treatment Description
Describe waste abatement prac-
tices used on this discharge with
a brief narrative. (See Instruc-
tions)
DISCHARGE SERIAL NUMBER
001
hours
Hours
thousand gallons per incident
thousand gallons per Incident
times per year
thousand gallons per discharge occurrence
days
❑JAN
❑ FEB
❑ MAR
❑APR
❑MAY
❑JUN
❑JUL
❑ AUG
❑SEP
❑ OCT
❑ NOV
❑ DEC
ron AGENCY UFM
f �
Treatment consists of biological treatment using
activated sludge (extended aeration), followed by
clarification and chlorination. Sludge is treated by
digestion and sand drying beds. Final sludge
disposal is by landfilling.
1I-3

DISCHARGE SERIAL NUMBER
001
b. Discharge Treatment Codes
Using the codes listed In Table I SrEr N, PG
of the Instruction Booklet,
describe the waste abatement
processes applied to this dis-
charge In the order In which D, B, )M
they occur, If possible.
Separate all codes with commas
except where slashes are used
to designate parallel operations.
If this discharge Is from a municipal waste
treatment plant (not an overflow or
bypass), complete Items 12 and 13
12. Plant Design and Operation Manuals
Check which of the following are
currently available
a. Engineering Design Report
b. Operation and Maintenance
Manual
13. Plant Design Data (see Instructions)
a. Plant Design Flow m9d7
.... .......
4,000 mqd
Plant
790
b. Design BOD Removal
%
c. Plant Design N Removal M
N/A
d. Plant Design P Removal (cy.)
%
a. Plant Design SS Removal
-7N/A
;90
f. Plant Began Operation (year)
.......... ....
1967
9. Plant Last Major Revision (year)
1974
FOR AGENCY USE
11-4

DISCHARGE SERIAL NUMBER
001 FOR AGENCY USE
74. Description of Influent and Effluent (see Instructions)
Influent
Effluent
Parameter and Code
>
>
0
-cc
@
x
V
be
. C: !a
W
0
0
0
Ls
ir 0
0
W M
.-tp
E "a
>
@>
x@
W @
z -R
rA
(1)
(2)
(3)
(4)
(5)
(6)
(7)
Flow
Million gallons per day
2.819
1.373
3.715
N/A
N/A.
50050
N/A
MGM
M3D
MM
pH
Units
x
6.67
7.54
Once
365
G
00400
Units
Units
Daily
Temperature (winter)
a
70CF
660F
59F
0
72 F
Once
365
G
F
74028
210C
191C
150C
22C
Daily
Temperature (summer)
82.50F
81OF
750F
84F
Once
365
IS
F
280C
270C
249C
290C
Daily
74027
Fecal Streptococci Bacteria
Number/ 100 mi
74054
xxx
N/A
N/A
N/A
N/A
(Provide if available)
Fecal Coliform. Bacteria
Number/100 mi.
251100ml
Once
74055
><
Daily
365
G
(Provide if available)
Total Coliform Bacteria
Number/ 100 mi
74056
IKIXX
N/A
N/A
N/A
N/A
(Provide if available)
-
BOD 5-day
mg/1
177.0.
15.7
7.16
27.3
1/1 hr
365
C
00310
rng/1
rng/l
ing/l
Mg/l
Chemical Oxygen Demand (COD)
570.0
185.8
107.5
307.1
1/1 hr
365
C
mg/1
00340
mg/1
Tng/l
mg/1
mg/1
(Provide if available)
OR
Total Organic Carbon (TOC)
N/A
N/A
N/A
N/A
N/A
N/A
mg/1
_N/A
00680
(Provide if available)
(Either analysis is acceptable)
Chlorine —Total Residual
mgjI
N/A
.441
.183
.925
Once
365
50060
mg/l
R-9/1
Mg/l
Daily
H-5

DISCHARGE SERIAL NUMBER FOR AGENCY USE
001
14. Description of influent and Effluont (see Instructions) (Continued)
Influent
Effluent
Parameter and Code
E
$'
9
?
¢>
<>
.4
xE
z<
u:<
(1)
(2)
(3)
(4)
(5)
(6)
(7)
Total Solids
lr 439
1,141
688
1,905
1/lhr
365
C
mI
00 00
mg/l
mg/l
mg/l
mg/1
Total Dissolved Solids
mg/I
N/A
N/A
N/A
N/A
N/A
/A
/A
70300
Total Suspended Solids
105.0
29.2
17.5
47.6
1/1hr
365
C
mg/I
00530
mg/1
mg/l
mg/1
mg/1
Settleable Matter (Residue)
2.0
5
G, 5
Once
365
G
00545
mg/l
Ing/l
mg/1
mg/1
Daily
Ammonia (as N)
4.35
1.55
.05
2.86
1/1hr
365
C
00610
m9/1
mg/l
mg/1
mg/1
(Provide if available)
Kjeldahl Nitrogen
mg/1
N/A
N/A
N/A
N/A
N/A
N/A
N/
00625
.(Provide if available)
Nitrate (as N)
0 620
N/A
N/A
N/A
N/A
N/A
N/A
/A
(Provide if available)
Nitrite (as N)
06
00615
N/A
N/A
N/A
N/A
N/A
N/A
N/
(Provide if available)
Phosphorus Total (as P)
mgJl
N/A
N/A
N/A
N/A
N/A,,
N/A
N/A
00665
(Provide if available)
Dissolved Oxygen (DO)
6.58
5.42
7.76
Once
365
G
mg/1
mg/1
mg/1
mg/l
Daily
00300
mR

DISCHARGE SERIAL NUMBER
001
15. Additional Wzstevrstar CharaeterisUes
Check the box next to each parameter If it Is present In the effluent. (see Instructions)
FOR AGENCY USE
Parameter
Parameter
�,
Parameter
(215)
(215)
(215)
a
a
a
Bromide
Cobalt
Thallium
71870
01037
01059
Chloride
Chromium
Titanium
00940
01034
X
01152
Cyanide
Copper
Tin
00720
X
01042
X
01102
Fluoride
Iron
Zinc
00951
01045
01092
X
Sulfide
Lead
Algicides*
00745
X
01051
X
74051
Aluminum
Manganese,-
Chlorinated organic compounds*
01105
01055
74052
Antimony
Mercury
Oil and grease
01097
71900
X
00550
X
Arsenic
X
Molybdenum
Pesticides*
01002
01062
74053
Beryllium
Nickel
Phenols
01012
01067
X
32730
X
Barium
Selenium
Surfactants
01007
01147
38260
Boron
Silver
X
Radioactivity*
01022
01077
74050
Cadmium
X
01027
*Provide specific compound and/or element in Item 17, if known.
Pesticides (Insecticides, fungicides, and rodenticides) must be reported in terms of the acceptable common names specified in Acceptable Com-
mon Names and Chemical Names for the Ingredient Statement on Pesticide Labels, 2nd Edition, Environmental Protection Agency, Washington,
D.C. 20250, June 1972, as required by Subsection 162.7(b) of the Regulations for the Enforcement of the Federal Insecticide, Fungicide, and
Rodenticide Act.
I1-7

DISCHARGE SERIAL NUMBER
16. Plant Controls Check If the follow-
Ing plant controls are available
for th Is d Ischarge
Alternate power source for major
pumping facility including those
for collection system lift stations
Alarm for power or equipment
failure
17. Additional Information
N APS
ALM
FOR AGENCY USE
11-8 *U. S. GOVERNMENT PRMTING OFFICE : 1973 0 - 503-432

r .•
FOR AGENCY USE
STANDARD FORM A -MUNICIPAL' '
SECTION IM SCHEDULED IMPROVEMENTS AND SCHEDULES OF IMPLEMENTATION
This section requires Information on any uncompleted Implementation schedule which has been Imposed for construction of waste treatment
facilities. Requirement schedules may have been established by local, State,or Federal agencies or by court action. IF YOU ARE SUBJECT TO
SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF DIFFERENT LEVELS OF AUTHORITY IMPOSING
DIFFERENT SCHEDULES (ITEM 1b) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATIONAL UNITS (ITEM lc), SUBMIT A
SEPARATE SECTION III FOR EACH ONE.
1. Improvements Required
a. Discharge Serial Numbers
Affected List the discharge
serial numbers, assigned in Sec-
tion 11, that are covered by this
implementation schedule
b. Authority Imposing Requirement
Check the appropriate Item indi-
cating the authority for the im-
plementation schedule If the
identical implementation sched-
ule has been ordered by more
than one authority, check the
appropriate Items. (seem-
structions)
Locally developed plan
Arsawide Plan
Basin Plan
State approved implementation
schedule
Federal approved water quality
standards implementation plan
Federal enforcement procedure
or action
d
001
LOC
❑ ARE
❑ BAS
❑ SQS
❑ WQS
❑ ENF
❑ CRT
State court or er ❑FED
Federal court order
c. Improvement Description Specify the 3-character code for the
General Action Description In Table 11 that best describes the
Improvements required by the implementation schedule. If more
than one schedule applies to the facility because of a staged con-
struction schedule, state the stage of construction being'described
here with the appropriate general action code. submit a separate
Section III for each stage of construction planned. Also, list all
the 3-character (Specific Action) codes which describe in more
detail the pollution abatement practices that the implementation
schedule requires.
3-character general action W
INC
description3-character specific action descriptions SF.0 / /
FOR AGENCY USE
2. Implementation Schedule and 3. Actual Completion Dates
Provide dates Imposed by schedule and any actual dates of completion for Implementation steps
listed below. Indicate dates as accurately as possible. (see Instructions)
Implementation Steps 2. Schedule (Yr /Mo /Daay)) 3. Actual Completion (Yr /Mo /Day)
a. Preliminary plan complete
{3 A
b. Final plan complete 3G2tti 87 / 07 1
c. Financing complete L contract
awarded — .......
d. Site acquired8?d>
87
08,01
e. Begin construction
3.QEt.
/-
87
12 01
f. End construction
$
/
3Q...
88
01 01
g. Begin Discharge
88
01 01
h. Operational level attained
SQ2tr
/ /-
GPO 865-707
ffi-1
This section contains I page.

FOR AGENCY USE
STANDARD FORM A-WILINICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
III for standard measures of products or raw materials. (see instructions)
Major Contributing Facility
(see Instructions)
Name 401 i
Number& Street 401 b
City 401c
County 401 d
State 401e
Zip Code 401f
2. Primary Standard Industrial 402
Classification Code (see
Instructions) Units (See
Quantity Table 111)
3. Principal Product or Raw
Material (see Instructions)
Product 4 03a N-M
Raw Material
4. Flow , Indicate the volume of water
discharged into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment Is provided prior to
entering the municipal system
6. Characteristics of Wastewater
.(see instructions)
Parameter
Name
Parameter
Number
Value
403b
404a
404b
405
-thousand gallons per day
Intermittent (int) E]Continuous(con)
Yes E] No
IV-1 This section contains 1 page.
G P 0 8 6 5.706

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult Table
I II for standard rieasures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see instructions) ,
SPECTRUM DYED YARNS
Name 401a
Number& Street 401b Post Office BOX 509
City 4oie
Kings Mountain
-
County 401d Cleveland '
State 401e N. C.
Zip Code 401f 28086
2. Primary Standard Industrial 402 2282
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (sec. instructions)
Product
Raw Material
4. Flow indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see instructions)
408>0
€:osu
403a
403b
404a
404b
405
1,750
_—thousand gallons per day
❑ Intermittent (int) ® Continuous (con)
❑Yes ®No
Parameter
Name
BOD
TSS
Phenol
Cd
Cu
Zn
Parameter
Number
00310
00530
32730
01027
01042
01092'
Value
48
23
0.75
0.011
0.18
0.05
Units (See
IV-1
GPO 865.706
This section contains I page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
.Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thou.
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table
I I I for standard measures of products or raw materials. (see instructions)
t• Major Contributing Facility
(see instructions)
Name 1401a I ANVIL KNITWEAR _
304 Linwood Road
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem in thousand gallons per day
and whether this discharge is inter-
mittent or continuous.
5. Pretreatment Provided Indicate If
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
40"
:osti
401b
401c
401d
401e
401f
402
403a I
403b I
404a
404b
405
Kings Mountain -
CleVeland
N. C.
28086
2257
Textile Fabric
Polyester, Cotton
521 _thousand gallons per day
❑ Intermittent (int) [aContinuous(con)
El Yes ®No
Quantity
Parameter
Name
Temp
B.O.D.9
T.SS
Phenol
Cd
Cu
Zn
Parameter
Number
00310
00530
32730
01027
01042
01092
Value
22°c
74
54
0.31
0.003
0.09
0.20
Units (See
Table III)
IV-1
GPO 865.706
This section contains 1 page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL — j
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) (.ode for the industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table
III for standard rieasures of products or raw materials. (see instructions)
1• Major Contributing Facility
(see instructions)
Name 1401a I CLEVEMONT MILLS, INC.
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
instructions)
3. Principal Product or Raw
Material (sec. instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is inter-
mittent or continuous.
5. Pretreatment Provided Indicate If
Pretreatment is provided prior to
entering the municipal system
6. Characteristics of wastewater
(see instructions)
4 t)'6 s
'4asti
401b
401c
401d
401e
401f
402
403a
403b I
404a
404b
405
IP. 0. Box 706
Kings Mountain
Cleveland
28086
2253
Knitwear
Polyester & Cotton
Yarns
379 �l
_—thousand gallons per day
❑ Intermittent (int) ❑ Continuous (con)
®Yes ❑No
Units (See
Quantity- Table III)
Parameter
Name
Temp
B.O.D.
T.S.S.
Phenol
Cd
Cu
Zn
Parameter
Number
00310
00530
32730
01027
01042
01092
Value
21ec
151.8
51
[0.05
0.0055
0.07
0.109
IV-1
GPO 865.706
This section contains 1 page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table
III for standard rieasures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see instructions)
Name 401a KINGS PLUSH
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is inter-
mittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
0,6s:
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
Marie Street
Kings Mountain -
Cleveland
N. C.
28086
2211
Finished Cloth
Yarns
151 _thousand gallons per day
❑ Intermittent (int) [3Continuous(con)
El Yes nNo
xosa``
Quantity
Parameter
Name
Temp
B.O.D..
T.S.S.
Phenol
Cd
Cu
Zn
Parameter
Number
00310.
00530
32730
01027
01042-
01092
Value
13.60
182
53
0.41
0.011
0.06
0.06-
Units (See
Table III)
GPO 665.706 1V-1 This section contains 1 page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
I I I for standard r'ieasures of products or raw materials. (see Instructions)
Major Contributing Facility
(see instructions)
Name 401. 1 PHILLIPS & DUPONT OPTICAL
Numb - er& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (sec• Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge Is inter-
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401 b
401c
401d
401e
401 f
402
403a I
403b I
404a
404b
405
P. 0. Box 400
Grover
Cleveland
N. C.
28073
3652
55 --thousand gallons per day
❑ Intermittent (int) n Co ntinuous (con)
®Yes ❑No
Parameter
Name
Temp
B.O.D.
5
T.S.S.
Phenol
N .
Cd
Zn.
Parameter
---
Number
00310
00530
32730
01067
01027
01092
Value
13.1
9.6
58.5
N/L
[1.00
0.01
[5.00
Units (See
Table 111)
IV-1
GPO 865.706
This section contains I page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
I I I for standard rieasures of products or raw materials. (see instructions)
1• Major Contributing Facility
(see instructions)
Name 401. 1 MAUNEY HOSIERY MILL
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (set. instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
Pretreatment is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see instructions)
'40Ss
i`.4:0H6
401b
401c
401d
401a
401 f
402
403a
403b
404a
404b
405
P. 0. Box 1042
Kin s Mountain
Cleveland
N.C.
Mens Hosiery
Yarns
43 —thousand gallons per day
® Intermittent (int) E] Continuous (con)
El Yes [f No
Units (See .
Quantity Table 111)
Parameter
Name
Temp
B.0.D,
T.S.S.
Phenol
Cd
Cu
Zn
Parameter
Number
00310
00530
32730
01027
01042.
01092
Value
245°c
452
88
0.50
0.009
0.07
0.12
GPO 966.706 IV_I This section contains 1 page.

s
FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult Table
I I I for standard rieasures of products or raw materials. (see Instructions)
1• Major Contrvbuting Facility
(see instructions)
Name 1 401a1 EATON CORPORATION TRANSMISSION DIVISION
Number& Slreet
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is Inter-
mittent or continuous.
5. Pretreatment Provided Indicate if
Pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions) '
s661i
^4A6b
401b
401c
401d
401 e
401 f
402
403a
403b I
404a
404b
405
Route 29 South, P. 0. Box 592
Kings Mountain -
Cleveland
N. C.
28086
3714
Truck Transmissions
Metal Blanks
42
__thousand gallons per day
❑ Intermittent (int) ❑Continuous(con)
❑ Yes ❑ No
Units (See
Quantity Table III)
Parameter
Name
Temp°c
B.O.D. rl
T.S.S.
Phenol
Cd
Cu.
Zn
Parameter
Number
00010
00310
00530
32730
01027
01042.
01092
Value
11.9°c
365.4
159.0
.385
.005
.035
.152
GPO 865.706 Iv-1 This section contains 1 page.

STANDARD FORM A —MUNICIPAL
FOR AGENCY USE
SECTION IV.
INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial
facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial
Classification (SIC) Code for the industry, the major product or raw material,
the flow (in thou-
sand gallons per day), and the characteristics
of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
I I I for standard rieasures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see instructions)
,
COMMERCIAL SHEARING CO.
Name
401a
P. 0. BOX 219
Number& Street
401b
Kings Mountain,
-
city
401c
Gaston
County
401d
State
401e
N. C.
Zip Code
401f
28086
3561
2, Primary Standard Industrial
402
•
Classification Code (see
-"
Instructions)
Units (See
3. Principal Product or Raw
Quantity
Table III)
Material (set. instructions)
Hydraulic Pumps
Product
403a
Pre -formed arts
p
Raw Material
403b
d
4. Flow Indicate the volume of water
25
discharged Into the municipal sys-
404a
-_thousand gallons per day
tem in thousand gallons per day
and whether this discharge is inter-
404b
❑ Intermittent (int) []Continuous (con)
mittent or continuous.
S. Pretreatment Provided Indicate if
405
❑Yes ❑No
Pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
468a
z4A.6p
Nameeter
Temp°c
B.O.B.
T.S.S.
Phenol
Cd
Cu
Zn
Parameter
Number
00010
00310
.00530
32730
01027
01042
01092
Value
20.3°c
118.4
50.8
.23
.002
.04
.107
GPO 865.706
IV-1 This section contains 1 page.

a
�. STATE�r'��tp
State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
May 21, 1987
Honorable John Henry Moss, Mayor
City of Kings Mountain
Post Office Box 429
Kings Mountain, North Carolina 28086
Subject: Special Order by Consent
City of Kings Mountain
Cleveland County, North Carolina
Dear Mayor Moss:
Attached please find a draft of a Special Order by Consent
(SOC) prepared in response to the City of Kings Mountain request.
Please review the draft document making any changes which the
City desires to appear in the final version of The SOC. Since
the Division of Environmental Management's staff is not familiar
with. the capabilities of the City's workforce and its
contractors, the City is specifically requested to supply
pror,osed dates for completion of the items listed in section 2(b)
of the draft. A completion date of June 30, 1988, was supplied
for the final requirement in the activities schedule in
accordance with the requirements of Federal Law. Any extensions
beyond that date will likely require that the City obtain a court
order. Based upon the requirement of Federal Law, the City is
encouraged to be as accurate as possible when forecasting dates.
After the City of Kings Mountain and Asheville Regional
Office personnel reach agreement on the terms and conditions in
the draft document, it will be sent to the Central Office with a
recommendation that the Director, under authority of the
Environmental Management Commission, enter into an SOC agreement
with the City of Kings Mountain. If the Director concurs with
the staff 's recommendation, the City will receive a copy of the
document for the Mayor's signature.
At least one additional piece of information will be
required from the City of Kings Mountain prior to finalization
Interchange Building, 59 Woodfin Place, P.O. Box 370, Asheville, N.C. 28802-0370 ® -[Telephone [phone]
An Eaual nnnnrrunity Afri,mative a, ,;nn Fn—lnvrr

Mayor John Henry Moss
May 21, 1987
Page Two
of an SOC. The City will need to submit specific financial
information about how the activities required in the Special
Order by Consent will be funded.
Please contact me if there are any questions about the draft
document or Special Order by Consent procedures.
Sincerely,
James R. Reid
Environmental Chemist
JRR:ls
Enclosure
xc: Walter C. 011is
David Pond
a,
I
I

r
t P ,s
F
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF CLEVELAND
IN THE MATTER OF
NORTH CAROLINA } SPECIAL ORDER BY CONSENT
NPDES PERMIT ) EMC WQ NO. 8721
NO. NCO020737 (PILOT CREEK) )
HELD BY CITY OF KINGS MOUNTAIN )
Pursuant to provisions of North Carolina General Statutes
143-215.2 and 143-215.67, this Special Order by Consent is made
and entered into by the City of Kings Mountain, hereafter
referred to as the City, and the North Carolina Environmental
Management Commission, an agency of the State of North Carolina
created by NCGS 143B,-2,B.2,z and: hereafter referred to as the
Commission: L
1. The City and the`-,-0WM1S'S,3-on,hereby stipulate the following:
(a) That the City holds North Carolina NPDES Permit No.
NCO020737 for operation of an existing wastewater treatment
works and making an outlet therefrom for treated wastewater
to Buffalo Creek Class "C" waters of this State, in the
Broad River Basin, but is unable to comply with the final
effluent limitations fo:c flow and total suspended solids as
set forth in the :hermit. Compliance will require
preparation of plans and specifications for and construction
and operation of additional treatment works.
(b) That noncompliance with final effluent limitations
constitutes causing and contributing to pollution of the
waters of this State nained above, and the City is within the
jurisdiction of the Commission as set forth in NCGS Chapter
143, Article 21.
(c) That the City desires to cause or allow the discharge
of 853,000 gpd of additional wastewater to the treatment
works, and that the discharge of such additional wastewater
from the treatment works to the waters of this State will
not result in any significant degradation in their quality
or in the quality of any water ultimately receiving such
discharge..
(d) That the City has secured financing for planning and
construction for treatment works which, when constructed and
operated, will be sufficient to adequately treat the
wastewater presently being discharged and the additional
wastewater desired to be discharged, to the extent that the
City will be able to comply with final permit effluent
limitations.

(e) That the City hereby waives its right to a hearing on
the terms of this Special Order by Consent pursuant to
procedural requirements of NCGS 143-215.4 and Commission
rules in 15 NCAC 2I, and also hereby waives- its rights to
appeal this Special Order by Consent in accordance with NCGS
143-215.5.
2. The City, desiring to comply with conditions of the permit
identified in paragraph l(a) above, does hereby agree to do and
perform all of the following:
(.a) Meet and comply with all terms and conditions of the
permit except those effluent limitations identified in
paragraph 1(a) above. See Attachment "A" for all monitoring
requirements and effluent limitations.
(b) Upon execution of this Order, undertake the following
activities in accordance with the indicated time schedule:
Activity
To Be Completed On
orBefore.........
- Submit an application plus plans
and specification for the needed
improvements and modifications of
the Pilot Creek Facility ......................
- Provide for collection of flow
proportional composite samples on both
the influent and effluent waste
streams in accordance with the: require-
ments stated in Title 15 North Carolina
Administrative 2B. 0503(6) and 2B. 0505 , / 77
(c)(3)(B).....................................
- Clean stockpiled sludge from aeration
basin number 1 and install liner ..............
- Inspect clean, repaint, and repair, as
necessary, all metal work in clarifier
number1......................................
- Inspect, clean, and repair as neces-
sary all sludge return valves, pumps, and
control equipment in treatment train
number1........................... .......... f
lb
- Repair, replace, or modify--e-el. e� the
aeration basin overflow weirs so
that cleaning and adjustments can be
effectedas needed ............................

Activity
To Be Completed on.
or Before.
- Provide adequate disinfection equipment
for the proposed wastestream for the dis- 140
charge from treatment train number 1.......... �
In n adjustab e
itting and control structures... ..
Replace obsolete, non-functional
electrical and pump controls in the main
influent pump station ........................
Install adequate aeration and mixing
n equipment in each of the 3 aeration basins
at the.Pilot Plant ...........................
r ide ade uate s stem for ppl and
k:nt
e of as ow wa e f th it
's various treatment units ..............
-1 Develop and implement a plan to achieve
adequate- staffing and training for personnel
/ to operate and maintain the expanded and
improved facility. Submit a copy of the staf-
\ fi!ng and training plan to the Division of
Environmental Management .....................
Comply with final effluent
(c)� During the time in which
is I effective, comply with the
contained in Attachment "A".
the limitations that have
requirements by this Order.
limitations ..... June 30, 1988
this Special Order by Consent
interim effluent limitations
The following reflects only
been modified from NPDES
(.Other Limitations)
I
Effluent Monthly Weekly
Characteristics Units Average Average
Flow MGD 3.853
TSS mg/1 35 52.5
(d) No later than 14 calendar days after any date or time
identified for accomplishment of any activity_ listed in 2(b)
above, submit to the Division Director written notice of
compliance or noncompliance therewith. In the case of
noncompliance, the notice shall include a statement of the
reason(s) for noncompliance, remedial action(s) taken, and a
statement identifying" the extent to which subsequent dates
or times for accomplishment of listed activities may be
affected. — —

k4.
(e) Enforce the water conservation provisions of the State
Building Code as it applies to new residential construction
(Volume 11. Chapter IV 401.2, 401.3).
(f) Develop and adopt sewer use ordinance limits for
non -conventional pollutants. Implement the pretreatment
program as approved by the Director, including the
enforcement of both categorical pretreatment standards and
local limits.
(g) Identify any and all Infiltration and Inflow problems
associated with the facility and establish a program to
correct these -problems.
(h) Use forty percent (400) of the revenue received from
the one-half percent (1/2o) sales tax option for water and
sewage capital outlay purposes or to retire indebtedness
incurred by the municipality for these purposes.
3. In accordance with the provisions of NCGS 143-215.67(b) the
Commission allows the City to accept the additional waste
specified below to its waste -disposal system.
Spectrum Dyed Yarns ........... 200,000 gallons per day
Anvil Knitwear................100,000
E.I. DuPont de Nemours
and Company.................200,000
Proposed new dye house ....... �L0,000
f
Thermacote Welco.............. S,OOG)
120 New Residential
Connections ................ 48,000
Total 853,000 gallons per day
4. This Special Order by Consent and any terms, conditions and
interim effluent limitations contained herein, hereby supersede
any and all previous Special Order and Enforcement Compliance
Schedule Letters, and terms, conditions, and limitations
contained therein issued in connection with NPDES Permit No.
NC0020737.
5. Any violation of terms of this Special Order by Consent,
including paragraph 2(c) above and Attachment "A" shall terminate
Section 3 of this Order and any portion of the authorized
additional waste not 'previously connected to the system shall not
thereafter be connected until the necessary sewerage system
improvements have been completed and placed in operation. Such
violations shall also subject the City to the enforcement
authority of the Commission and of the Director pursuant to NCGS
143-215.6 and Commission rules in 15 NCAC 2J.

6. This Special Order by Consent shall expire on
Entered into this the — day of
City of Kings Mountain
Qw
John Henry Moss, Mayor
, 1987
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
BY:
Chairman of the Commission

f
`}
ATTACHMENT A
Part I
Page 1 of 1
A(1). EFFLUENT LIMITATIONS
AND MONITORING REQUIREMENTS -
Interim Permit No. NC0020737
During the period beginning on the effective date
of this Special
Order and
lasting
until July 1, 1988, the
permittee is authorized to
discharge from
outfall(s)
serial
number 001. Such discharge
shall be limited and
monitored by the
permittee
as
specified below:
Effluent Characteristics
Discharge Limitations
Monitoring Re'uirements
Units as specified
Measurement
Sample
Sample
Monthly Avg. Weekly Avg
Frequency*
Type**
Location***
Flow
BOD, 5 Day, 20oC
3.853 MGD
30 mg/l 45 mg/1
Continuous
Recording
I or E
NHasas N
Daily
Composite
I,E,U,D
TSS
Monthly
Composite
I, E
Fecal Coliform (geometric mean)
35 mg/1 52.5 mg/1
1000/100 ml 2000/100 ml
Monthly
Daily
Composite
Grab
I, E
Dissolved Oxygen
Daily
Grab
E, U, D
U, D
COD
Total Residue
Weekly
Composite
E, U, D
Temperature
Monthly
Composite
I, E
Settleable Matter
Daily
Daily
Grab
Grab
E, U, D
E
Residual Chlorine
Daily
Grab
E
Color
Total Chromium
Weekly
Composite
E
Phenols
Monthly
Composite
E
Copper
(
Monthly
Grab
E
Zinc
Semi -Annually
Composite
E
Semi -Annually
Composite
E
*Frequency: cunt. --continuous
**Sample Type: comp. -composite,
***Sample Location: I -influent, E-effluent, U-upstream, D-Downstream
+Daily stream sampling frequency may be reduced at each sampling station to one time
per week except during the months of June, July, August, and September when the
frequency must be no less than three times per week at each station.
The pH shall not be less than 6 standard units nor greater than 9 standard units
and shall be monitored` daily by grab samples at the E, I, U, D.
There, shall be no discharge of floating sol id.q nr Iri ci hl n fnnm ;„ ..+-1,- - 4-1,�.,

D a t e- �Z�Q2---------
NPDES STAFF REPORT AND RECbMMENDATIONS
County- Clevelan_d_............
NPDES Permit No. NCO020737 _
PART I - GENERAL INFORMATION
2.. F a c i i i t y a r: d Address- City of Kings Mountain
Pilot Creek Wastewater Treatment Plant
Post Office Box 429
Kings Mountain, North Carolina 28086
2, Date of Ir_r•estigation: 5/29/87
Report Prepared By: James R. Reid
' 9 [
Persons Contacted and Telephone Number: Kim Moss and Ronnie
704/739-7131
D i r-e c t o n s to Site: Located approximately 0.8 mile east of the Buffalo
Creel: Bridge on Highway 74 near Shelby.
j 6. Discharge Point - Latitude: 350 15' 37P1
i; Longitude: 810 27' 20"
Ii nttach a i'SGS Asap Extract and indicate treatment plant site and
discharge point on map.
II S G S Quad No. ----------- o r IT S G S G u a dNa' e--Wac o-----------
i.ze (1811a c,-ailab le for expansion and upgrading) .
` 5 acres
I
8, Topography (relation -ship to flood plain included):
i
9. Location of r:earest dvelling: More than 500 feet.
1C. R2eeiz,r ztre E, r; or �;`fEcre.d surface waters: Buffalo Creek
a. Classif-ication: C
b River =2sin E_nd Subbasir No.. BRD 03 08 05
C. rE:SCr E rECeiviii Stream features and pert:'.nent: dowicstrCclP.
uses: agricultural and source of industrial water supply.
f

A.
PART II DESCRIP,,JN OF DISCFARGE AND TREATXPD;T WORKS
2
4.
ti,
Type of wastewater: _ 0_3 . Domestic
97 % Industrial
a. Volume of Wastewater: 3.0 MGD
b. Types and quantities of industrial wastewater:
Textile Dyeing and Finishing 3.44 MGD
Plastics Manufacturing (Compact Discs) 0.255 MGD
Metals Milling 0.042 MGD
Hydraulic Pump Assembly 0.025 MGD
C. Prevalent toxic constituents
in wastewater:
Cyanide
Cadmium
Lead
Silver
Sulfide
Chromium
Mercury
Zinc
Arsenic
Copper
Nickel
Phenols
d. Pretreatment
Program (FOTWs
only)
in development
_
approved X_
should be
required
not needed
Production rates (industrial discharges only) in pounds
a. highest month in the last 12 months
b. highest year in last 5 years
ray
Description of industrial process (for industries cnl;) and
applicable CFR Fart and Subpart:
I
Type of treatment (specify whether proposed or existing):
Existing treatment plant rated at 3.0 MGD; City desires to rehabilitate
existing basins which are not currently in use. Rehabilitation of basins
along with operation of the existing system would result in a total hydraulic
capacity of 4.0 MGD.
Sludge handling and disposal scheme:
Gravity thickening followed by sand drying beds with ultimate disposal
in the City's permitted sludge landfill.
Treatrient plant c.lassifi.cation: III
7. SIC Code (s) 4952
%..ste,.aa`er. Code(s) 55
58 36

-'PART IiI - OTHER RTINENT INFORMATION
).. Is this facility being constructed with Construction Grants Funds
(municipals only)? No '
Special monitoring requests: No
3. Additional effluent limits requests:
4. Other.
PART IV - EVALUATION AND RECOMMENDATIONS
Issue Authorization to Construct after issuance of NPDES Permit which
allows a'total flow of 4.0 MGD. o`
_ture of. rP--�+} t prep�re4----
er QualiV, Regional Supervisor

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Hater Quality Sec!i"
v 10 '19187
State of North Carolina Asheville, riDrin Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor� �L���"`' � '�'r^ `" 7' .� � ' —7 S. Thomas Rhodes, Secretary
Mom•+! 4.'�.� t
� � d �h i•.:iL 19 ::.,rlti d�k�'::� AYtlG nrq r ,•�I•' ,--+1=• II
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:cg
W ),if -T F
„ . V.
Dear
We acknowledge receipt of the following documents: 19
permit application - APN=A t
4�° engineering plans
specifications
other.
Your project has been assigned to c ? for a detailed engineering review.
All project documents will be reviewed with respect to the proposed wastewater facilities. This review will not commit
this Division to approving any expansion of these treatment facilities or increase of flowrate in the future.
Prior to the issuance of the permit, you will be advised of the recommendations any comments of this Division.
You will also be informed of any matter which needs to be resolved.
Our reviews are scheduled based on receipt date of complete informations. The items checked below are needed
before your project can be reviewed.
permit application (copies enclosed)
gineering plans (signed and sealed by N.C.P.E.)
�a specifications (signed and sealed by N.C.P.E.)
" other additional information detailed on attachment
�
The above checked information is needed by �j IVo Z Z ,, � 77 . If not received, your application
package will be returned as incomplete. Please be aware that the Division's k-.Ar-Vl'J/,-,J Regional Office
must provide RECOMMENDATIONS from the Regional Supervisor or a Procedure Four Evaluation for this project,
prior to final action by the Division.
cc:
If you have any questions, please call the review engineer at this telephone number 919/733-5083.
Sincerely,
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

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State of North Carolina
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Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary Director
November 16, 1987
The Honorable John Henry Moss
Mayor of the City of Kings Mountain
Post Office Box 429
Kings Mountain, North Carolina 28086
Subject: Special Order by Consent, City of Kings Mountain,
EMC WQ NC0020737, Cleveland County, EMC WQ 87-21
Dear Mayor Moss:
Attached for your records is a copy of the signed Special Order by
Consent approved by the Division of Environmental Management.
The terms and conditions of the Order are in full effect, and you are
reminded that the final limits contained in the permit will not be
enforced by the State of North Carolina provided that the City of
Kings Mountain complies with the limits, schedules, and conditions
contained in the Consent Order.
If you have any questions concerning this matter, please contact me
at [phone].
Sincerely,
L
R. Paul Wilms
Attachn nt
cc: sheville Regional Office p N V E-- 1)
Bruce Barrett, EPA Wafer Quality Section
Office of Legal Affairs
uv 9 19�7
Pollution Prevention Pays
of":Ce
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]`5She, llle, �oral Carolina
An Equal Onoortunitv Affirmative Action Emolover

• • 1
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF CLEVELAND
IN THE MATTER OF
NORTH CAROLINA ) SPECIAL ORDER BY CONSENT
NPDES PERMIT ) EMC WQ NO. 87-21
NO. NC0020737 (PILOT CREEK) )
HELD BY CITY OF KINGS MOUNTAIN
Pursuant to provisions of North Carolina General Statutes
143-215.2 and 143-215.67, this Special Order by Consent is made
and entered into by the City of Kings Mountain, hereafter
referred to as the City, and the North Carolina Environmental
Management Commission, an agency of the State of North Carolina
created by NCGS 143B-282, and hereafter referred to as the
Commission:
1. The City and the Commission hereby stipulate the following:
(a) That the City holds North Carolina NPDES Permit No.
NC0020737 for operation of an existing wastewater treatment
works and making an outlet therefrom for treated wastewater
to Buffalo Creek Class "C" waters of this State, in the
Broad River Basin, but is unable to comply with the final
effluent limitations for flow and total suspended solids as
set forth in the Permit. Compliance .will require
preparation of plans and specifications for.and construction
and operation of additional treatment works.
(b) That noncompliance with final effluent limitations
constitutes causing and contributing to pollution of the
waters of this State named above, and the City is within the
jurisdiction of the Commission as set forth in NCGS Chapter
143, Article 21.
(c) That the City desires to cause or allow the discharge
of 253,000 gpd of additional wastewater to the treatment
works, and that the discharge of such additional wastewater
from the treatment works to the waters of this State will
not result in any significant degradation in their quality
or in the quality of any water ultimately receiving such
discharge.
(d) That the City has secured financing for planning and
construction for treatment works which, when constructed and
operated, will be sufficient to adequately treat the
wastewater presently being discharged and the additional
wastewater desired to be discharged, to the extent that the
City will be, able to comply with final permit effluent
limitations.

(e) That the City hereby waives its right to a hearing on
the terms of this Special Order by Consent pursuant to
procedural requirements of NCGS 143-215.4 and Commission
rules in 15 NCAC 2I, and also hereby waives its rights to
appeal this Special Order by Consent in accordance with NCGS
143-215.5.
2. The City, desiring to comply with conditions of the permit
identified in paragraph 1(a) above, does hereby agree to do and
perform all of the following:
(a) Meet and comply with all terms and conditions of the
permit except those effluent limitations identified in
paragraph l(a) above. See Attachment "A' and B" for all
monitoring requirements and effluent limitations.
(b) Upon execution of this Order, undertake the following
activities in accordance with the indicated time schedule:
Activity
To Be Completed On
or Before.
- Submit an application plus plans
and specification for the needed
improvements and modifications of
the Pilot Creek Facility ............... .....July 1, 1987
- Develop and implement a plan to achieve
adequate staffing and training for personnel
to operate and maintian the expanded and
improved facility. Submit a copy of the staf-
fing and training plan to the Division of
Environmental Management ................... December 7 , 1987
- Obtain NPDES Permit and "Authorization to
Construct" for an expanded and upgraded Pilot
Creek Wastewater Treatment Facility with a total
capacity of 4.0 MGD........................December
- Provide for collection of flow proportional
composite samples on both the influent and effluent
waste streams in accordance with the requirements
stated in Title 15 North Carolina Administrative
2B. 0503(6) and 2B. 0505 (c)(3)(B)............ March
1, 1987
'Er-F
1, 1988
- Clean stockpiled sludge from aeration
basin number 1 and install liner..............March 1, 1988 VX
- Inspect clean, repaint, and repair, as
necessary, all metal work in clarifier
number 1......................................March 1, 19881//
- Inspect, clean, and repair as neces-
sary all sludge return valves, pumps, and
control equipment in treatment train
number 1......................................March 1, 198

�il
•
`1
Activity
To be Completed on
or Before.
Modify the number one aeration basin overflow
weir so that cleaning and adjustments can be
effectedas needed.....:......................March i, 1988
- Provide adequate disinfection equipment
for the proposed wastestream for the dis-
charge from treatment train number 1.......... March 1988
- Replace obsolete, non-functional /
electrical and pump controls in the main �//
influent pump station .........................March 1, 1988',, S
- Install adequate aeration and mixing "1�v
equipment in each of the 3 aeration basins ����i✓
at the Pilot Plant............................March 1, 1988
- Install adequate and adjustable flow
splitting and control structures...............June 1, 1988
Comply with final effluent limitations ..... June 30, 1988
(c) During the time in which this Special Order by Consent
is effective, comply with the interim effluent limitations
contained in Attachment "A". The following reflects only
the limitations that have been modified from NPDES
requirements by this Order.
Effluent
Characteristics
Flow
TSS
(Other Limitations)
Monthly Weekly
Units Average Average
MGD 3.853
mg/1 40.0 60.0
(d) No later than 14 calendar days after any date or time
identified for accomplishment of any activity listed in 2(b)
above, submit to the Division Director written notice. of
compliance or noncompliance therewith. In the case of
noncompliance, the notice shall include a statement of the
reason(s) for noncompliance, remedial action(s) taken, and a
statement identifying the extent to which subsequent dates
or times for accomplishment of listed activities may be
affected.

�il
•
(e) Enforce the water conservation provisions of the State
Building Code as it applies to new residential construction
(Volume 11. Chapter IV 401.2, 401.3).
(f) Develop and adopt sewer use ordinance limits for
non -conventional pollutants. Implement the pretreatment
program as approved by the Director, includinct the
enforcement of both categorical pretreatment standards and
local limits.
(g) Identify any and all Infiltration and Inflow problems
associated with the facility and establish a program to
correct these problems.
(h) Use forty percent (400) of the revenue received from
the one-half percent (1/20) sales tax option for water and
sewage capital outlay purposes or to retire indebtedness
incurred by the municipality for these purposes.
3. In accordance with the provisions of NCGS 143-215.67(b) the
Commission allows the City to accept the additional waste
specified below to its waste -disposal system.
E.I. DuPont de Nemours
and Company.................200,000
Thermacote Welco.............. 5,000
120 New Residential
Connections ................ 48,000
Total 253,000 gallons per day
None of the additional flow authorized by this Special Order
by Consent shall be committed to the system prior to reissuance
of the NPDES Permit with a total capacity of 4.0 MGD.
4. This Special Order by Consent and any terms, conditions and
interim effluent limitations contained herein, hereby supersede
any and all previous Special Order and Enforcement Compliance
Schedule Letters, and terms, conditions, and limitations
contained therein issued in connection with NPDES'Permit No.
NC0020737.
S. Any violation of terms of this Special Order by Consent,
including paragraph 2,(c) above and Attachment "A or B" shall
terminate Section 3 of this Order and any portion of the
authorized additional waste not previously connected to the
system shall not thereafter be connected until the necessary
sewerage system improvements have been completed and placed in
operation. Such violations shall also subject the City to the
enforcement authority of the Commission and of the Director
pursuant to NCGS 143-215.6 and Commission rules in 15 NCAC 2J.

6. This Special Order by Consent shall expire on July 1, 1988.
Entered into this the day of �/7/��-�ij, 1987 -
City of 3vls M ntain
NOR'
BY:
COMMISSION
Date

ATTACHMENT A
Part I
Page 1 of I
Permit No. NC0020737
A(1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting
until July 1, 1988, the permittee is authorized to discharge from outfall(s) serial number
001. Such discharge shall be limited and monitored by the permittee as specified
below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Units as specified Measurement Sample Sample
Monthly Avg. Weekly Avg. Frequency* Type** Location***
Flow
3.853 MGD
Continuous
Recording
I or E
BOD, 5 Day, 200C
30 mg/l
45 mg/1 Daily
Composite
I,E,U,D
NHasas N
Daily
Composite
I, E
TSS
40 mg/1
60 mg/l Daily
Composite
I,E
Fecal Coliform (geometric mean)
1000/100 ml.
2000/100 ml Daily
Grab
E, U, D
Dissolved Oxygen
Daily
Grab
U, D, E
Temperature
Daily
Grab
E, U, D
Residual Chlorine
Daily
Grab
E
Color
Weekly
Composite
E
Total Chromium
Monthly
Composite
E
Phenols
Monthly
Grab
E
Copper
Semi -Annually
Composite
E
Zinc
Semi -Annually
Composite
E
Total Nitrogen (NO2 + NO3 + TKN)
Quarterly
Composite
E
Total Phosphorus
Quarterly
Composite
E
Toxicity
Quarterly
Composite
E
*Frequency: cont.-continuous
**Sample Type: comp. -composite,
***Sample Location: I -influent, E-effluent, U-upstream, D-downstream
+Daily upstream and downstream monitoring may be reduced at each sampling station to
one time per week except during the months of June, July, August, and September when
the frequency must be no less than three times per week at each station.
The pH shall not be less than 6 standard units nor greater than 9 standard units
and shall be monitored by a grab sample E, I, U, D.
•
•
There shall be no discharge of floating solids or visible foam in other than trace
amounts.

ATTACHMENT B
Permit Number NC0020737
Toxicity Testing Requirement
The effluent discharge shall at no time exhibit chronic toxicity
using test procedures outlined in:
1. The North Carolina Ceriodaphnia chronic effluent
bioassay procedure (North Carolina Chronic Bioassay
Procedures - Revised *February, 1987) or subsequent
versions.
The effluent concentration at which there may be no observable
inhibition of reproduction or significant mortality is 23.5%
(defined as treatment two in the North Carolina procedure
document). The City shall perform quarterly monitoring using
this procedure to establish compliance with the toxicity
requirements. The first test will be performed within thirty
days from the effective date of this Order. 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 Order will
be entered on the Effluent Discharge Monitoring Form (MR-1) for
the month in which it was performed, using the appropriate
parameter code. Additionally, DEM Form AT-1 (original) is to be
sent to the following address:
Technical Services Branch
North Carolina Division of Environmental Management
Post Office Box 27687
Raleigh, North Carolina 27611-7687
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 must be measured and reported if
employed for disinfection of the waste stream.
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 Order may be reopened and modified to include alternate
monitoring requirements or limitations.
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
tests and will require immediate retesting. Failure to submit
suitable test results will constitute a failure of Order
conditions.

w�Iffl
CA
RECE1 �'.ED
O'`Iater Qwlity i)qvisim �e";��,y A
SEP 4 1986
�' Crse�ler�
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
June 30, 1986
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Walter C. 011is
Town of Kings Mountain
P. O. Box 429
Kings Mountain, NC 280
Subject: 't No. NC0020745
own of Kings Mo fi a1
Cleve lan oun y
Dear Mr. 011is:
R. Paul Wilms
Director
This letter will serve two purposes. First, it is a reminder
that the next semiannual pretreatment report is due August 1,
1986. Second, it modifies Part III A(3) of your NPDES permit
which was inadvertently issued without a beginning date for
submitting semiannual reports. We are transmitting herewith
copies of amended pages M-13 and M-14, with the appropria
dates, which replace the existing M-13 and M-14 pages 04n
permit. „A, —
All other terms and conditions contained in the on al cy,
ra
remain unchanged and in full effect. These mod ificioQ
issued pursuant to the requirements of North Caroli '" GeI'P
Statute 143-215.1 and the Memorandum of Agreement be �e eiMh
Carolina and the U.S. Environmental Protection Agency �` .:,'
If any parts, requirements, or limitations contained int"'G'b6�,-%
.
modifications are unacceptable to you, you have the right to.an
adjudicatory hearing before a hearing officer upon written demand
to the Director within 30 days following receipt of these
modifications identifying the specific issues to be contended.
Unless such demand is made, these modifications shall be final
and binding.
Pollution Prevention Pays
PO. Banc 27697, Raleigh, North Carolina 27611-7697 Telephone [phone]

If you have any questions concerning these modifications, contact
the Regional Water Quality Engineer at 704/253-3341.
Since ely,
R. Paul Wilms
Attachment
cc: Doug Finan�`'"�—
Regional Superv'
Central Files
Larry Taylor

Part III
J Permit No. NC0020745
PART III OTHER REQUIREMENTS
A. Requirements for Effluent Limitations on Pollutants Attributable
to Industrial Users —
1. Effluent limitations from this discharger are listed in Part I of this permit.
It is apparent that other pollutants attributable to inputs from major contributing
industries using the municipal system may also be present in the permittee's
discharge. At such time as sufficient information becomes available to establish
limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best
practicable technology or water quality standards.
2. Under no circumstances shall the permittee allow introduction of the following
wastes into the waste treatment system:
a. Wastes which create a fire or explosion hazard in the treatment works.
b. Wastes which will cause corrosive structural damage to treatment works.
c. Solid or viscous substances in amounts which cause obstructions to the
flow in sewers or interference with the proper operation of the treatment
works.
d. Wastewaters at a flow rate and/or pollutant discharge rate which is
excessive over relatively short time periods so as to cause a loss of
treatment efficiency.
e. Heat in amounts which will inhibit biological activity in the treatment
works resulting in interference but in no case heat in such quantities that
the temperature at the treatment works influent exceeds 40°C (104°F) unless
the works are designed to accomodate such heat. (After August 25, 1981)
3. With regard to the effluent requirements listed in Part I of this permit, it may
be necessary for the permittee to supplement the requirements of the Federal
Pretreatment Standards (40 CFR, Part 403) to ensure compliance by the permittee with
all applicable effluent limitations. Such actions by the permitte cessary
regarding some or all of the major contributing industries disch g to
municipal system.
The permittee shall require each major contributingindustry ram• `��
nt
standards or any other applicable requirements y jeCr �`� reatV.1
q promulgated puiiant`, 3_1a of
the Act to submit to the permittee periodic notice (at interva,nof� d
months) regarding specific actions taken to achieve full compli4-ce the
requirements of Section 307. Starting on August 1, 1986 the pe a sha i�sbmit
semiannually, on August 1 and February 1, to the permit issuing au feport
summarizing the progress of all known major contributing industries subject to the
requirements of Section 307 towards full compliance with such requirements. The
August 1 report shall cover the period from January 1 through June 30 and the
February report shall cover the period from July 1 through December 31. Such report
shall include at least the following information:
M 13

a. A narrative summary of actions taken by the permittee to ensure that all
major contributing industries comply with the requirements of Section 307
including the results of all industrial user sampling.
b. The number of major contributing industries using the treatment works,
divided into SIC group categories.
C. The number of major contributing industries in full compliance with the
requirements of Section 307, or not subject to these requirements (e.g.,
discharge only compatible pollutants).
d. A list identifying by name those major contributing industries presently
in violation of the requirements of Section 307.
4. Immediately upon issuance of this permit, the permittee shall establish and
implement a procedure to obtain from all major contributing industries specific
information on the quality and quantity of effluents introduced by such industrial
users. The following information shall be reported to the permitting agency on a
quarterly basis beginning January 1, 1986.
a. An indirect discharger monitoring reporting form shall be completed and
submitted for each major contributing industry.
b. Information on the municipal facility as a whole is to be reported on the
monthly Monitoring Report Form (DEM — No. MR 1.0, 1.1, 1.2, and 1.3).
Once the specific nature of industrial contributions has been identified,
data collection and reporting requirements may be levied for other parameters
in addition to those included on Form (DEM No. 1.0, 1.1, 1.2, and 1.3).
S. Based on the information regarding industrial inputs reported by the permittee
pursuant to the preceding paragraph, the permittee will be notified by the permitting
authority of the availability of industrial effluent guidelines on which to calculate
allowable inputs of incompatible pollutants based on BPT for each industry group.
Copies of guidelines will be provided as appropriate. Not later than 120 days
following receipt of this information, the permittee shall submit to the permitting
authority calculations reflecting allowable inputs from each major contributing
industry. The permittee shall also require all such major contributing industries to
implement necessary pretreatment requirements (as provided for in 40 CFR, Part 403),
providing the permitting authority with notifications of specific actions taken in
this regard. At that time, the permit may be amended to reflect the municipal
facility's effluent requirements for incompatible pollutants.
M 14

DIVioION'OF
ENVIRONMENTAL
h C of i na De artment of I'`� �.�tu ral MANAGEMENT
Nort f..
Robert F. Helms
Resources &Community Development Director
James B. Hunt, Jr., Governor James A. Summers, Secretary Teleohone 919 733-7015
January 24, 1984 Water f_Iivision
Mr. Walter C. 011is JAIL! `6 1984
Town of Kings Mountain
P. 0. Box 429 Western Regional Office
Kings Mountain, NC 28086 Asheville, North Carolina
Subject: Permit No. NC0020745.
McGill Creek Wastewater Treatment
Plant
Permit No.
r of Cttee' �stwaer�°'rt
JIM .UM
Cleveland County
Dear Mr. 011is:
In accordance with your applications for discharge Permits received August
16, 1983, we are forwarding herewith the subject State - NPDES Permits. These
permits are issued pursuant to the requirements of North Carolina General Statutes
143-215.1 and the Memorandum of Agreement between North Carolina and the U. S.
Environmental Protection Agency dated December 6, 1983.
If any parts, requirements, or limitations contained in these permits are
unacceptable to you, you have the right to an adjudicatory hearing before a
hearing officer upon written demand to the Director within 30 days following
receipt of these permits, identifying the specific issues to be contended.
Unless such demand is made, these permits shall be final and binding.
Please take notice that these permits are not transferable. Part II, B.2.
addresses the requirements to be followed in case of change in ownership or
control of these discharges.
These permits do not affect the legal requirement to obtain other Permits
which may be required by the Division of Environmental Management. If you have
any questions concerning these permits, please contact Mr. David T. Adkins, at
telephone number 919/733-5083.
Sincerely yours,
Original Signed BY
FORRBST R• WESTAL-L
r-OR
Robert F. Helms
cc: Mr. Jim Patrick, EPA
M,— r 1e , �-,icMnal �� a
Asheville Regional Manager
\v
7., 2—ox=768' Raieicr ?J
;r7 Eaual C000r;,lri,vA;hr,marive Amur

Permit No.•N00020737
STATE OF NORTH.CAROLINA
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT'
DIVISION OF ENVIRONMENTAL MANAGEMENT
P E R M .I T
To Discharge Wastewater Under the NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control -Act, as
amended,
The City of Kings Mountain
is hereby authorized to discharge wastewater from a facility located.at
Pilot Creek Wastewater Treatment Facility
US Highway 74 Bypass
Cleveland County
to receiving waters designated Buffalo Creek in the Broad River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III.hereof.
This permit shall become effective January 24, 1984
This permit and the authorization to discharge shall expire at midnight
on December 31, 1988
Signed this day of January 24, 1984
Original Signed By
FORREST R. WESTALL
FOR
Robert F.: Helms, Director
Division of Environmental Management
By Authority of the Environme=al
-4anagement Commission
M i

Permit No. NCO020737
SUPPLEMENT TO PERMIT COVER SHEET
The City of Kings Mountain
is hereby authorized to:.
1. Continue the operation of a 4.0 MGD extended aeration type wastewater
treatment facility located at the Pilot Creek facility in Cleveland
County (Subject to Part III of this Permit), and
2.. Discharge from said treatment works into Buffalo Creek which is
classified Class "C" waters.

w
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
AJ Q -,- During the period beginning on the effective date of the Permit and lasting until 'expiration,
the permittee is authorized to discharge from outfall(s) serial number(s) 001.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Charact-eristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/day)
Mon thl Av . Weekly Avg.
I' low
o
BOD, 5Day, 20C
NH as N
,I'S
Decal Co.l.iform (geometric mean)
Dissolved Oxygen
COD
Total Residue
Temperature
Settleable Matter
Residua]. Chlorine
Color
Total Chromium
Phenols � jra_i=�
Copper
Zinc
Other --Units (Specify)
Mont yAvg,- weekly Avg.
3.0 MGD
30 mg/1 45 mg/l
30 mg/1 45 mg/1
1000/100 ml 2000/100 ml
-; Measurement
Frequency
Continuous
Daily
Monthly
Monthly
Daily
Daily
Weekly
Monthly
Daily
Daily
Daily
Weekly
Monthly
Monthly
Semi-annually
Semi-annually
Sample
Type
Recording
Composite
Composite
Composite
Grab
Grab
Composite
Composite
Grab
Grab
Grab
Composite
Composite
Composite
Composite
Composite
***Sample
Locatio
I or
I,E,U,D
I,E
I,E
E,U,D
U,D
E,U,D
I,E
E,U,D
E
E
E
E
E
E
E
*Daily stream sampling frequency may be reduced at each sampling station to one time per week except during
the months of June, July, August & September when the frequency must be no less than three times per week
at each station.
**All stream samples shall be grab samples.
**'] - Influent, E - Effluent, U - Upstream, D - Downstream
The pH shall not be less than 6.0 standard units not, greater than 9.o standard units and
shall be monitored daily at I,E,U, and D by grab samples.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part I
Permit No. NC
B. SCHEDULE OF COMPLIANCE
1. The permittee shall achieve compliance with the effluent limitations
specified for discharges in accordance with the following schedule:
2. No later than 14 calendar days following a date identified in the above
schedule of compliance, the permittee shall submit either a report of
progress or, in the case of specific actions being required by identified
dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial
actions taken, and the probability of meeting the next scheduled requirement.
M A Q. T A

Part I
Permit No. NC
"Act" used herein means the Federal Water Pollution Control Fact, As Amended.
"OEM" used herein means the Division of Environmental Management of the
Department of Natural Resources and Community Development.
"EMC" used herein means the North Carolina Environmental Management Commission.
C. MUIdITORING AND REPORTING
1. Representative Sampling
Samples and measurements taken as required herein shall be representative
of the volume and nature of the monitored discharge.
2. Reporting
Monitoring results obtained during the previous month(s) shall be
summarized for each month and reported on a Monthly Monitoring Report
Form (DEM No. 14R 1.0, 1-1, and 1.4) ., postmarked no later than the
45th day following the completed reporting period.
The first report is due on . Duplicate signed copies of
these, and all other reports required herein, shall be submitted to
the following address:
Division of Environmental Management
Water Quality Section
Post Office Box 27687
Raleigh, North Carolina 27611
3. Definitions
a. The monthly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected in a one -
month period. The monthly average for fecal coliform bacteria is
the geometric mean of samples collected in a one -month period.
b. The weekly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected during a
one -week period. The weekly average for fecal coliform bacteria
is the geometric mean of samples collected in a one -week period.
C. Flow, M3/day (MGD): The flow limit expressed in this permit is the
24 hour average flow, averaged monthly. It is determined as the
arithmetic mean of the total daily flows recorded during the calendar
month.
d. Arithmetic Mean: The arithmetic mean of any set of values is the
summation of the individual values divided by the number of individual
values.
M ;,

0 % Part I
Permit No. NC
e. Geometric Mean: The geometric mean of any set of values is the
Nth root of the product of the individual values where N is equal
to the number of individual values. The geometric mean is equiva-
lent to the antilog of the arithmetic mean of the logarithms of
the individual values. For purposes of calculating the geometric
mean, values of zero (0) shall be considered to be one (1).
f. Composite Sample: A "composite sample" is any of the following:
(1) Not less than four influent or effluent portions collected
at regular intervals over a period of 24 hours and composited
in proportion to flow.
(2) Not less than four equal volume influent or effluent portions
collected over a period of 24 hours at intervals proportional
to the flow.
(3) An influent or effluent portion collected continuously over
a period of 24 hours at a rate proportional to the flow.
g. Grab Sample: A "grab sample" is a single influent or effluent
portion which is not a composite sample. The sample(s) shall be
collected at the period(s) most representative of the total discharge.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC
regulations published pursuant to N. C. G. S. 143-215.63 et seq, The
Water and Air Quality Reporting Act, and to regulations published pursuant
to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act,
As Amended, and Regulation 40 CFR 136.
5. Recording Results
For each measurement or sample taken pursuant to the requirements of
this permit, the permittee shall record the following information:
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed; and
c. The person(s) who performed the analyses.
M6

•
0 PART I
6. additional Monitoring by Permittee
Permit No. NC
If the permittee monitors any pollutant at the locations) designated
herein more frequently than required by this permit, -using approved
analytical methods as specified above, the results of such monitoring
shall be included in the calculation and reporting of the values required
in the Monthly Monitoring Report Form (DEM No. MR 1.0, 1.1, and 1.4)
Such increased frequency shall also be indicated. The DEM may require
morefrequent monitoring or the monitoring of other pollutants not
required in this permit by written notification.
7. Records Retention
All records and information resulting from the monitoring activities
required by this Permit including all records of analyses performed and
calibration and maintenance of instrumentation and recordings from
continuous monitoring instrumentation shall be retained for a minimum of
three (3) years, or longer if requested by the Division of Environmental
Management or the Regional Administrator of the Environmental Protection
Agency.
M 7

0 S PART 11
Permit No. NC
A. MANAGEMENT REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and
conditions of this permit. The discharge of any pollutant identified
in this permit more frequently than or at a level in excess of that
authorized shall constitute a violation of the permit. Any anticipated
facility expansions, production increases, or process modifications which
will result in new, different, or increased discharges of pollutants must
be reported by submission of a new NPDES application or, if such changes
will not violate the effluent limitations specified in this permit, by
notice to the DEM of such changes. Following such notice, the permit
may be modified to specify and limit any pollutants not previously limited.
2. Non compliance Notification
If, for any reason, the permittee does not comply with or will be unable
to comply with any effluent limitation specified in this permit, the per-
mittee shall provide the Division of Environmental Management with the
following information, in writing, within five (5) days of becoming aware
of such condition:
a. A description of the discharge and cause of noncompliance; and
b. The period of noncompliance, including exact dates and times; or,
if not corrected; the anticipated time the noncompliance is expected
to continue, and steps being taken to reduce, eliminate and prevent
recurrence of the noncomplying discharge.
3. Facilities Operation
The permittee shall at all times maintain in good working order and
operate as efficiently as possible all treatment or control facilities
or systems installed or used by the permittee to achieve compliance with
the terms and conditions of this permit.
4. Adverse Impact
The permittee shall take all reasonable steps to minimize any adverse
impact to navigable waters resulting from noncompliance with any effluent
limitations specified in this permit, including such accelerated or
additional monitoring as necessary to determine the nature and impact of
the noncomplying discharge.
5. Bypassing
Any diversion from or bypass of facilities necessary to maintain compliance
with the terms and conditions of this permit is prohibited, except (i) where
M 8 & I 7

® PART II
Permit No. NC
unavoidable to prevent loss of life or severe property damage, or
(ii) where excessive storm drainage or runoff would damage any facilities
necessary for complaince with the effluent limitations and prohibitions
of this permit. All permittees who have such sewer bypasses or overflows
of this discharge shall submit, not later than six months from the date
of issue of this permit, detailed data or engineering estimates which
identify:
a. The location of each sewer system bypass or overflow;
b. The frequency, duration and quantity of flow from each sewer
system bypass or overflow.
This requirement is waived where infiltration/inflow analyses are
scheduled to be performed as part of an Environmental Protection Agency
facilities planning project.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the
course of treatment or control of wastewaters shall be disposed of in
a manner such as to prevent any pollutant from such materials from
entering waters of the State or navigable waters of the United States.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards to
prevent the discharge of untreated of inadequately treated wastes
during electrical power failures either by means of alternate power
sources, standby generators or retention of inadequately treated efflu-
ent. Should the treatment works not include the above capabilities at
time of permit issuance, the permittee must furnish within six months
to the permitting authority, for approval, an implementation schedule
for their installing, or documentation demonstrating that such measures
are not necessary to prevent discharge of untreated or inadequately
treated wastes. Such documentation shall include frequency and duration
of power failures and an estimate of retention capacity of untreated
effluent.
3. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore
or offshore physical structures or facilities or the undertaking of any
work in any navigable waters.
M

PART II
Permit No. NC
B. RESPONSIBILITIES
1. Right of Entry
The permittee shall allow thf�. Director of the Division of Environmental
Management, the REgioral Administrator, and/or their authorized represen-
tatives, upon the presentations of credentials:
a. The enter capon the perm tti?e's premises where an effluent source is
located or in whic" any records are required to be kept under the
terms and conditions of this permit; and
b. At reasonable times to have access to and copy any records required
to be kept under the terms and conditions of this permit; to inspect
any mrnitcrin g equioment or monitoring method required in this permit;
and to sample zny discharge of pollutants.
2. Transfer of (%vnershio or Control
This permit is not transferable. In the event of any change in control
or ownership of_T;.ilities from which the authorized discharge emanates
or is conte,rolnte:;, the permittee shall notify the prospective owner or
coot roller h;� letter of- the existence of this permit and of the need to
obtain a permit ;r the name of the prospective owner. A copy'of the
letter shall he fonaarded to the Division of Environmental Management.
3. Availability of RepA-I s
Except for data determined to be confidential under N. C. G. S. 143-215.
3(a)(2) or Section 308 of the federal Act, 33 USC 1318, all reports prepared
in accordance with the terms shall be available for public inspection at the
offices of the Division of Environmental Management. As required by the Act,
effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the im osition of criminal
Penalties as provide' for in N. C. G. S. 143-215.6(b)(2� or in Section
309 of the FedPra-; Act.
4. Permit Modi f i cat1 or,
After notice and ocoorticrity for a hearing pursuant to N. C. G. S. 143-
215.1(b)(2) ard ". S_ 14'-215.1(e) respectively, this permit may be
modified, susper;".j or revoked in whole or in part during its term for
cause including, ,ut r3t limited to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtainirg thjs P9 mi t by misrepresentation or failure to disclose
fully a.i re evert facts; or
C. A change in any condition that requires either a temporary or
permanent reduction or elimination of the authorized discharge.
M10&I9

•
..PAR II
5. Toxic Pollutants
Permit No. NC
Notwithstanding Part II, B-4 above, if a toxic effluent standard or
prohibition (including any sc;ledule of compliance specified in such
effluent standard or prohibition) is established under Section 307(a)
of the Act for a toxic pollutant which is present in the discharge and
such standard or prohibition is more stringent than, any limitation for
such pollutant in this permit, this permit shall be revised or modified
in accordance with the toxic effluent standard or prohibition and the
permittee so notified.
6. Civil and Criminal Liability
Except as provided In permit conditions on "Bypassing" (Part II, A-5)
and "Power Failures" (Part II, A.-7), nothing in this permit shall be
construed to relieve the permittee from civil or criminal penalties, for
noncompliance pursuant to N. C. G. S. 143-215.6 or Section 309 of the
Federal Act, 33 USC 1319.
7. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution
of any leaal action or relieve the permittee from any responsibilities,
liabilities, or penalties to which the permittee is or may be subject
under N. C. G. S. 143-215.75 et seq, or Section 311 of the Federal Act,
33 USC 1321.
8. Property Rights
The issuance of this permit does not convey any property rights in either
real or personal property, or any exclusive privileges, nor does it
authorize any injury to private property or any invasion of personal
rights, nor any infringement of Federal,State or local laws'or regulations.
9. Severability,
The provisions. of this permit are severable, and if any provision of this
permit, or the application of any provision of this permit to any circum-
stance, is held fr*.valid, the �ppl'ication of such provision to other cir-
cumstances, and the reminder 0f this permit shall not be affected thereby.
M11 &I10

PART ii
Permit No. WC
10. Expiration of Permit
Permittee is not authorized to discharge after the expiration date.
In order to receive authorization, to discharge beyond the expiration
date, the permittee shall submit such information, forms, and fees as
are required by the agency ijthorized to issue permits no later than
180 days prior to the expiration date. Any discharge without a permit
after the expiration will subject the permittee to enforcement proce-
dures as provided in N. C. G. S. 143-215.6, and 33 USC 1251 et seq.
11. Industrial Pretreatment Standards
Permittee shall require any industrial dischargers into the permitted
system to meet Federal Pretreatment Standards (40 CFR, Part 403 )
promulgated in response to Section 307(b) of the Act. The permittee
shall provide semi-annual reports to the permitting agency regarding the
pre-treatment requirements which have been imposed on each major contri-
buting industry and the results achieved therefrom. Other information
may be needed regarding new industrial discharges and this will be
requested from the permittee after the permitting agency has received
notice of the new industrial discharge:
A major contributing industry is one that: (1) has a flow of 50,000
gallons or more per average work day; (b) has a flow greater than five
percent of the flow carried by the municipal system receiving the waste;
(c) has in its waste a toxic pollutant in toxic amounts as defined in
standards issued under Section 307(a) of the Act; (d) has significant
impact either singly or in combination with other contributing industries,
on the treatment works or the quality of its effluent.
Any change in the definition of a major contributing industry as a
result of promulgations in response to Section 307 of the Act shall
become a part of this Permit.
M 12

I PART III
Permit No. NC
PART III OTHER REQUIREMENTS
A. Requirements for Effluent Limitations on Pollutants Attributable to
Industrial Users
1. Effluent limitations from this discharger are listed in Part I of this permit.
It is apparent that other pollutants attributable to inputs from major
contributing industries using the municipal system may also be present in the
permittee's discharge. At such time as sufficient information becomes
available to establish limitations for such pollutants, this permit may be
revised to specify effluent limitations for any or all of such other pollutants
in accordance with best practicable technology or water quality standards.
2. , Under no circumstances shall the permittee allow introduction of the following
wastes into the waste treatment system:
a. Wastes which create a fire or explosion hazard in the treatment works.
b. Wastes which will cause corrosive structural damage to treatment works.
C. Solid or viscous substances in amounts which cause obstructions to the
flow in sewers or interference with the proper operation of the treatment
works.
d. Wastewaters at a flow rate and/or pollutant discharge rate which is
excessive over relatively short time periods so as to cause a loss of
treatment efficiency.
e. Heat in amounts which will inhibit biological activity in the treatment
works resulting in interference but in no case heat in such quantities
that the temperature at the treatment works influent exceeds 400C (1040F)
unless the works are designed to accomodate such heat. (After August 25, 19811
3. With regard to the effluent requirements listed in Part I of this permit,
it may be necessary for the permittee to supplement the requirements of the
Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the permittee with all applicable effluent limitations. Such actions by
the permittee may be necessary regarding some or all of the major contri-
buting industries discharging to the municipal system.
The permittee shall require each major contributing industry subject to
pre-treatment standards or any other applicable requirements promulgated
pursuant to Section 307 of the Act to submit to the permittee periodic
notice (at intervals not'to exceed 9 months) regarding specific actions taken
to achieve full compliance with the requirements of Section 307. Starting
on the permittee shall submit semi-annually to the permit
issuing authority a report summarizing the progress of all known major
contributing industries subject to the requirements of Section 307 towards
full compliance with such requirements. Such report shall include at
least the following information:
M 13

PART i I I
Permit No. NC
a. A narrative summary of actions taken by the permittee to ensure
that all major contributing industries comply with the requirements
of Section 307.
b. The number of major contributing industries using the treatment
works, divided into SIC group categories.
c. The number of major contributing industries in full compliance
with the requirements of Section 307, or not subject to these
requirements (e.g., discharge only compatible pollutants).
d. A list identifying by name those major contributing industries
presently in violation of the requirements of Section 307.
4. Immediately upon issuance of this permit, the permittee shall establish
and implement a procedure to obtain from all major contributing indus-
tries specific information on the quality and quantity of effluents intro-
duced by such industrial users. The following information shall be
reported to the permitting agency on a quarterly basis beginning
; quarterly reports reflecting no change from the previous quarter
may simply relate this fact, without submitting repetitive data.
a. Section IV, Standard Form A shall be completed and submitted for
each major contributing industry.
b. Information on the municipal facility as a whole is to be reported
on the monthly Monitoring Report Form (DEM - No. MR 1.0, 1.1, 1.2, and
1.3).
Once the specific nature of industrial contributions has been identified,
data collection and reporting requirements may be levied for other
parameters in addition to those included on Form (DEM No. 1.0, 1.1,
1.2, and 1.3).
5. Based on the information regarding industrial inputs reported by the
permittee pursuant to the preceding paragraph, the permittee will be
notified by the permitting authority of the availability of industrial
effluent guidelines on which to calculate allowable inputs of incompatible
pollutants based.on BPT for each industry group. Copies of guidelines
will be provided as appropriate. Not later than 120 days following
receipt of this information, the permittee shall submit to the permitting
authority calculations reflecting allowable inputs from each major con-
tributing industry. The permittee shall also require all such major
contributing industries to implement necessary pre-treatment requirements
(as provided for in 40 CFR, Part 403), providing the permitting authority
with notifications of specific actions taken in this regard. At that time,
the permit may be amended to reflect the municipal facility's effluent
requirements for incompatible pollutants.
M 14

w
Permit No.. NCO020737
B. Previous Permits
All previous State water quality.permits.issued to this faci.lity,.
whether for construction or. operation or. - discharge, are hereby revoked.
by issuance co this permit.. The conditions,. requirements.;_ terms,; and
of
provisions of this permit authorizing�dfscharge under- the, National
Pollutant -Discharge Elimination System governs discharges. from this
faci l.i.ty.
C.. Construction
No -construction -of wastewater treatment facilities or additions thereto.
shall be -.begun until Final Plans and Specifications have been submitted.
to the Division of Environmental Management and.written approval. and.
Authorization to Construct has been issued. If'no objections to. Final.
Plans and. Spec.ificat.ions has been made7by the: DEM after 30'days foll'owihe
receipt. of the plans. or iss:andtconstructionwauthorizeds. latter,
plans: may be considered approved
D. Certified Operator
Pursuant to Chapter 90A of North Carolina.General Statutes.,,
the permittee
shall employ a-cert.ified-wastewaterilitint,plSuch operator -must in reshondible
charge of the wastewater treatment fac
certification of the grade equivalent.to, the classification assigned to
the wastewater treatment facilities..
E. Pretreatment
The permittee has submitted documentation to the Division of Environmental
Management which complies with the required activities contained in the
State and Federal Pretreatment Regulations 15 NCAC 2H .0900 and 40 CFR
403 respectively. The approved Local Pretreatment program and Conditions
of Approval are hereby incorporated as part of this permit by reference- The
on -going industrial monitoring activities of the POTW's pretreatment program
shall be governed by pretreatment regulation and the Conditions of Final
Approval.
M15&I12