NC0005011_Regional Office Historical File Pre 2018 (3)

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens., Director
March 31, 1999
APR
VAN M. JONES
CBP RESOURCES - GASTONIA DIV.
5533 SOUTH YORK ROAD
GASTONIA NC 28052
Subject: Rescission of NPDES Permit
Permit No. NC0005011
CBP RESOURCES - GASTONIA D
Gaston County
Dear VAN JONES:
Reference is made to your request for rescission of the subject NPDES Permit. Staff
of the Mooresville Regional Office have confirmed that this Permit is no longer required.
Therefore, in accordance with your request, NPDES Permit No. NC0005011 is
rescinded, effective immediately.
If in the future you wish to again discharge wastewater to the State's surface waters,
you must first apply for and receive a new NPDES Permit. Operating a facility without a
valid NPDES Permit will subject the responsible party to a civil penalty of up to $10,000
per day.
If it would be helpful to discuss this matter further, I would suggest that you contact
the Water Quality staff, Mooresville Regional Office at [phone].
Sincerely,
Kerr T. Stevens
cc: Gaston County Health Department
Mooresville - Water Quality Regional Supervisor - w/attachments
Point Source Branch - Dave Goodrich
Operator Training and Certification
Point Source Cornpliance - Robert Fanner - w/attachments
Mr, Roosevelt Childress, EPA
Central Files - w/attachments
Fran McPherson, DWQ Budget Office
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX 919-'7
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TEL:?0 -86i 9252 Mar 1 9 15:20 No 005 P.0
RF G. N,RECFCX.M
01.
December 2, 1998
Mr. D. Rex Gleason, PE
Regional Srpervisor
Division of Water Quality
919 ti Main. Street
Mcoresv-lle, NC 28115
Subject: Discharge No. 001
NPDES No. NC 0005011
CBP Resources
Gaston County, NC
Dear
Casxtia Dives
CBP Rom, Inc.
This is to notify you that proximately 1600 }curs on December 1, 1998, the subject
ram" c ze. ceased to Crowwers Creek. Discharge No. 002 is sail active and we have
aiready applied for a General Permit to maintain this discharge.
.Also, on. this date Mr. Roberto L. Scheller, of your ice, was on site aocl o�xvecl the
d scSar e weir for 001,
Should there be any quest ous, please let me iuzow.
Cc:'.vfr. Tom.
S513 S. York "L • Gastonia' t4C 28052 • 704-864494

Sup
Aquatic Toxico gy Unit
4401 Reedy Creek Road
NC 27677
To:ic ty Reports
N?DES Per it Ntr. "V 011
CBP Resources
Gaston. County, NC
Mat7.hews:
Enclose l u wtT1 awl this
Mar 19'99 15:21 No.005 P.03
for month afN'ovember, 1998 and
a letter to Mr. Rex Glees°a, oft Moo Office, advising that on.
c No. 001 to CrowdcTs Creek.
Decenber 1, 1998 thLs Soilitv ceased it's disc
Therefore, the referenced Novel test wE.1. be the final one.
Should these be any qu
cc: M<.r. Rex Gleason
please ict me kw.
5533 S. Ycxic Rd. • Gastonia. NC 23052 • 71:14464-944t • Fax # [phone]ZSZ • Direct D ad Numl er

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State of North Caroltina
Department of Environment,
Health and Natural Resources
Division. of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr,, RE., Director
996
'Mr. Van NI, Jones
Environmental ',Manager
CBP Resources
5,533 S. York Road
Gastonia, North Caroinn
1PT. OE'
80' NATVP.At
APR 17 39;
ECU Of Errai:01,?:i't
NitefiESILLE,
Snbiect: :Permit Renewal Acknowled9,ment
tn N(..0005011
CBP Re source,s
Gaston County
Dear Mr. Jones:
This letter is to acknowledge receipt of your request :for a permit renewal for NPIDES Permit
No, NC000501 1 and fee of $250.00 received March 29, I996 I have noted that in your letter you
have requested that your average monthly flow limit be increased from 0.257 MCID to 0.,3,f"
due to an increase in processing.
I an, by copy of this letter, requesting that our Regional Office Supervisor preparestaff
report and recommendations with regard to this discharge.
You will be advised of any comments, recommendations, questions or other information
necessary for the review of the application. If you have questions regarding this renewal, please
contact me at [phone] ext. 516.
Sincerely,
Steven D. Pell
Environmental Engineer, NPDES
cc:.
Permits and Eineering Unit/Perrnit File
P.0, Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equai Opportunity Affirmative. Action Employer 50% recyciecti 10% post -consumer paper

appr
NOR
CAROLINA DEPT. OF ENS© MEN'T, HEALTH, AND NATURAL
ENVIRON TAI MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION I, APPLICATION AND FACILITY DESCRIPTION
1lnlese olherelee spooled on thk term all Items are to be completed,. It an kern to nol'applicable Indlceite NA'.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE 1NSTRUC11ON BOOKLET AS INDICAThO. REFER TO BOOKLET
BEFORE FILLING OUT THESE ITEMS.
Legal Name of Applicant
(see instructions)
Mailing Address of Applicant
(see Instructions)
Number & Street
City
State
Zip Code
Appficanl's Authorized Agent
(see Instructions)
Name and Title
Number& Street
City
State
Zp Code
Telephone
4. Previous Application
If a previous application for a
permit under the National
Polutant Discharge Elimination
System has been made, give
the date of application.
I certify that 1 am familiar with the information
and acaxate.
Lion and that to
1020
1021
North Carolw►a General Statue 143 215.6 (bX2) provides t$tat Artyy+ Pe
application, record, report, plan, or other document Bee or raqutrietl to
Commission implementing that Article, or who falsifies, tampers with, or
to be operated or maintained under Article 21 or regulations of the Environ
misdemeanor punishable by a fine not to exceed $10,000, orby imprisonment
punishment by a fine or not more than $10,000 or imprisonment not rnore than 5
5,
of my knowledge and
ormation I
PI
any false statement representation, or certiticatien lit any
21 or regulations of the Environmental Managerrre t
irate any recordng or monitoring device or method required
omission implementing that Article, shall be guilty of a
s, or by both. (1 S U.S.C. Section 1001 provides a
ironer offense.)

Facie
Give
physical
other viper
dfscharge(s
or will occur.
Narne
Ownership (Public, Private
or both Public and Private)
Check block if a Federal
facility
d gib GSA Inventory
Number
Number & Street
City
County
State
Nature of Bushes State the natu
cat the business conducted at the
ptant or operating facility.
7. Facility Intake Water (see
instructions) Ind sate water intake
volume per day by sources.
Estimate average vokurne per day
in thousand gales per day.
Municipal or private water system
Surface water
Groundwater
Other
Total Item7
• If there is Make water from 'other',
spec+fiy the source.
Facility Water Use Estimate avi
volume per day in thousand
per day for the following types of
water usage at the facility.
(See instructions)
Noncontact cooSrog water
p!ue p,PR
0
AGENCY USE
0
thousand gallons per day
thousand gallons per day
thousand gallons per day
thousand ga5ons per day
thousand gallons per day
d
Boiler feed water fCi thousand gallons per day
Process water (including contact thousand gallons per day
cooling water)
Sanitary water
Other
Total Item t3
• if there are discharges to 'ale,
sPecifY
If there Is 'Sanitary' water use,
give the number d people served.
thousand gallons per day
thousand gallons per day
thousand gafbns per day

d other Lciases. Number
otijWolume Specify the
the vdume of water
girding b the
ge volume per day h
Surface Wa=Mr
Sanitary wastewater transport syste
Storm water transport syshm
Combined sanitary and storm water
transport system
Surface impoundment with
effluent
llndergrwnd percolation
Well injection
Waste acceptance firm
Evaporation
Consumption
Mier*
Facility dischargers and volume
Total Item 9
`If there are discharges to 'otter',
specify.
10. Perm, Limns and Applications
List all existing, pending or denied permits, li
Issuing For . Type of
Agency Agency Permit or
Use License
11, Maps and Drawings
Attach all nsgiired maps and drawings to
12. Additional Information
Rem
112 Number
1
Number of
Discharge
d app(c do
Date
Filed
ID Number YRIMO
P.
Total Volume D
Million Gallons lriay
0
Date Date Expiration
Issued Denied Date
A YRJM©1EIA YR/MCIILDA YR VIOIDA
Informa
instructions)

STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION 1I. BASIC DISCHARGE DESCRIPTION
Complete this section for each discharge Indicated In Section t, Items 9, that is to surface waters. This Includes discharges to mu
whiff the waste water does not go through a Ireatmers works prior to being discharged to surface waters, Discharges to wells must be desert
also discharges to surtece waters from trl4 facility. SEPARATE DESCRIPTIONS OF EACH DISCHARGE ARE REQUIRED EVEN IF SEVERAL DtSCHAR
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.
t. Discharrggee Serial No. and Name JJ
a Discharge Serial No, its �
(see instructions)
b. Discharge Name
Give the name of
any (see instructions
c. Previous Discharge Serial No
If a previous permit
tion was made for this ds
tem 4, Section l) provide
discharge serial
Discharge Operating Dates
a Discharge Began Date
If the discharge described below
is in operation, give the data
(within best estimate) the
discharge began
b. Discharge to Begin Date
If the cischarge has never
occurred but is planned for som
future data, give the data the
discharge will begin.
c. Discharge to End Date If the
discharge is scheduled to be
diiscrontinued within the next 5
years, give the date (within best
estimate) the discharge will end.
Engineering Report Available
Check if an engineering report is
available to reviewing agency
upon request (see instructions)
Discharge Location Name the
political boundaries within which
the point of discharge is located:
Slate
County
(If applicable) Ci
rTown
Disdllarge Point Description
ties)
to (check one)
Stream ('includes ditches, arroyos,
and other watercourses
take
Ocean
Municipal Sanitary Wastewater
Transport System
Municipal Combined Sanitary
and Storm Transport System
TR
©IKE
Q OCE
0 MTS
©MCS

AU1 NGV u5E
Muriel pal Stomp Water Transport
System
Well (injection)
Other
I'f "other' is checked, specify type
Discharge Paint - L.at&ong.
Give the p revise location of the
point ofcischarge to the nearest
second
Latitude
Lonyitude
Discharge Rater N
Name the waterway
discharge. (see instru
is thvgh an ou
oreline or is below th
pieta item 8,
Menc u
207c
Offshore Discharge
a Discharge Distance from Shore
b. Discharge Depth Below Water
Discharge Type and Occurrence
a. Type of Discharge Check
whether the discharge is
continuous or intermittent
(See instructions)
b. Discharge Occurrence Days
per Week. Enter the average
number of days per week
(during periods of discharge)
this discharge occurs.
Discharge Occurrence- M
If this discharge normally o
aces (either intermittently or
continuously) on less than a y
around basis (exdudng shut-
downs for routiine maintenance),
check months during the
when the discharge Is operating
(sae rnstructornss)
to terns 10 and 11 if'intermittent' is
in Item 9.a. Otherwise, proceed to
10. Intermittent Discharge Quantity
State the average volume per diis-
charge occurrence in thousands of
gallons
11 Intermittent Discharge Duration
and Frequency
a Intermittent Discharge Duration
Per Day State the average
number of hours per day the
discharge is operating
b. tnterrnittent Discharge
Frequency State the avera
number of discharge occu
per day during days when,
discharging
Maximum Flow Period Give the
time period in which the maximum
flow of this discharge occurs
Apg 1 Y)6
DISCHARGE �SGER NUMBER
© STS
0WEL
0 OTH
V 5 DEG. y MIN. ' a SEC
DEG. 1 , MIN. SEC
Cr ,c.0 t C -
n;
0 (int)
nteitteni
JAN
0 APR
0 JUL
0 OCT
From
s
FEB
0 MAY
0 AUG
0 NOV
d
y
0 .MAR
JUN
0 SEP
0 DEC
reo
tD
month

t-U
Y USE
13. Activity Description Give a
narrative description of activity
ping this &charge (see
Instructions)
14.
214a
214a
a Raw Materials
SIC Code
b. Products
Narne
SIC Code Narne
DISCHG. SERIAL NUMBER
Maximum
AmountVD
u
Unit
See Table 1
l ischar
vial Number
Unit Shared Discharg
See Table I Serial Number

15 Waste Abatement
a.
prac&05 used an this cgs -
charge with a brief narrative
(see instructions)
b. Waste Abatement Codes
Using the odes listed in Table
II of the Instruction Booklet,
describe the waste abatement
processes for this discharge in
the order in which they occur
if possible.
21
215b
DISCHARGE SERIAL NUMBER
66%
(1) ES,E (2
(4) . . C.a
(7) cvn. an/ / T (a). g
(1O)f k%/J.0 (t1)
03) 5 ! hi/ C (14)
(16) _ (17)
(19) (20)
(22) (23)
(25)
(24)

Wastewater
Check the box beside each c nstituent
based on actual analysis or best estirnate,(see instruc
ISCHARGE SERIAL NUMBER
t7Q/
AP:�t
nt in the effluent (discharge water). This determination is b
21+ 2
e
7
al
Nick
47
711$'7
0
Fa
7
n
Thal
01C15G
Alutraanu
01105
nw
Ant many
i11097
menu in Item 26.
Pesticides (insecticides, funs cider, and ra ntib odes) must be reported Ir1 terms of the acceptable common names specified in Acceptable Common Names
and Chemical names on Pesticide I bar; 2nd Edition, Environmental Protection Agency, Washington, D.C. 20250, June 1972, as
required by Subsection 182,7(IS of ti1e Re .rlatior s for the Enforc menl of the Federal Insecticide, Fungicide, and Rodenticide Act

17. Description of Intake and Die± to
For each of the parameters I
DISCHARGE SERIAL NUMBER
00 it
APR
ropriate box the value or code letter answer called br (see instructions)
In addtion, enter the parameter name and code and al rewired values for any of the following parameters if they ere checked in Rem 16:
cyanide, aluminum, arsenic, beryllium, cadmium, t sromrunl, dapper, lead, mercury, selenium, zinc, phenols, oil and grease, and
sidual),
Parameter and
217
FoLw
PH
Units
Cr34Cr
Temper lure (winter)
sF `'G-
Temperature (summer)
-' c Cr
"rfp5�
arechemcialOxygen
Demand
(BOO 5-Day)
rng1
C0310
Chemical htygen
Demand (COO)
mgl
COM
otaEuspenoetl
(nonlilterable) Sods
mgrt
is
Other cischarges sharing intake flow (serial nu
Daily
Average
Minimum
Value
Observed or
Expected
During
Discharge
Activity
(4),,
nstructions)
Maximum
Valoo
Observed or
Expected
During
Discharge
Activity
(5)
Fiettur
of Analysis
Number a
Analyses

17. (Contd)
Parameter and Code
217
DISCHARGE SERIAL NUMBER
(1)
Influent
In f ady
Treated Average
Intake
Water
(Deity
average)
18. Plant Controls Chea k iI tt follow+n
p�controls are avaltab(e forthrs
arge
Alternate power source for major
pumping facility
Alarm or emergency procodure for
power or equipment failure
Complete Item 19 if discharge is In
cooling and/or steam water
generation and water treatment
ad byes are used
19. Water Treatment Additives If the
discharge is treated with any
conditioner, inhiibitor, or algicicle,
answer the folkwing:
a Name of Material(s)
b. Nand address of
manufacturer
y (pounds added per
gallons of water treated)
EttiuenE
Minrrr Maximrrt
Value Value
Observed or Observed or
Expected
During During
Discharge Discharge
Activity Activity
(4) (5)
© APS
A
APR ' `' 1996
Nu tttbet f Sarriple
Hif Type
Analyses

d Chemical
0
adr Lives (see instructions)
219d
20-25 i1 there b a thermal discharge
with a steam ar d(or power generation
, petroleum refinery, or an
process and the total r$se,rge ftow Is
re per y or more. (see ertstnars)
20. Thermal Discharge Source_ Check
the appropriate item(s) inclicating
the source of the discharge (see
Instructions)
Brier Blowdown
Boiler Chemical Cleaning
Ash Pond Overflow
Boiler Water Treatrnent -
Evaporator Slowdown
Oil and Coal Fired Plants -Effluent
from Air Pollution Control Devices
Condense Cooling Water
Cooling Tower Blowdown
Manufacturing Process
Other
21. Discharg&Rei'wing Water
Temperaturr Difference
Give the rrraxlrnurn tem
difference between the
and receiving waters for summer
and winter operating cone lions
(see instructions)
Summer
Winter
Discharge Temperatu
Change Per Hour
Give the maximum possible rate of
temmppeerature change per hour of
discharge under operating
conditions (see nstrucbons)
23 Water Temperature, Percentile
Report(Fnequency of Occ mence)
In the table below, enter the
temperature whits is exceeded 1©°4
of the year, 5% of the year, 1% of
the year and not at all (maximum
yearty temperature). (see
instructions)
Frequency of occurrence
a. Intake WaterTemperature
(subject b natural changes
b. Discharge Water Temperature
Water Intake Velocity
(see instructions)
Retention lime Give the length of
time, in minutes„ from start of
water temperature rise to discharge
of cooling water. (see instructions)
DISCHARGE SERIAL NU
%
APR
O BLBD
© BCCL
© APOF
EPBD
Q GCFP
COND
0 CTBD
El MFPR
Q' OTHR
°F.Taur
°F
u

APPLICATION
REF
N. C. DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
ER
GE SERIAL NUMBER.
TO DIRECTIONS ON REVERSE SIDE BEFORE ATTEMPTING TO COMPS THIS FORM
71-1W
Lint/sated an-1,t
Intake Treated
Water Intake
(Daily Water
average) (Daily
( G- d average)
(1) (2)
6
REMARKS:
Data Forr r rnpletecd
Daily Minimum. Maxsmu
Average Value Value
(7)
I cert ty that I am tamIiar with the informat on contained in this report and that
best of my knowiedge and belief such information is true, comp9ete and accurate,
Name©tAuthorized Agent
Sampte
Type

Item
ER1
NUMBER

To: Permits and Engieering Unit
Water Quality Section
Attention: Steve Pellei
SOC .Priority: No
Date: May 17, 1996
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Gaston
NPDES Permit No.: NC000501.1
MRO No.: 96-113
PART I - GENERAL INFORMATION
1. Facility and Address: Carolina. By -Products Resources
5533 S. York Road
Gastonia, N.C. 28052
2. Date of Investigation: May 14, 1996
Report Prepared By: Michael L. Parker, Environ. Engr. II
4 Person Contacted and Telephone Number: Mr. Van Jones, ORC;
[phone].
Directions to Site: The facility is located on the northbound
side of Highway 321 approximately 0.25 mile south of the
junction of Highway 321 and SR 2416 in southern Gaston County.
6 Discharge Point(s), List for all discharge Points:
Latitude: 35' 09' 42" (discharge 001)
Longitude: 81' 11' 22"
Latitude: 35° 10' 09" (discharge 002)
Longitude: 81' 11' 36"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: G 14 NW
7. Size (land available for expansion and upgr
ample area available for the construction o
facilities, if necessary.
ding): There is
additional WWT
Topography (relationship to flood plain included): Rolling,
3-8% slopes. The WWT facilities are not located in a flood
plain area.
9. Location of Nearest Dwelling: The nearest dwelling
approximately 1000t feet from the WWTP site.

Page Two
10. Receiving Stream or Affected Surface Waters: Crowders Creek
a. classification: C
b. River Basin and Subbasin No.: Catawba 03-08-37
c. Describe receiving stream features and pertinent
downstream uses: The receiving stream appeared to be
somewhat turbid, however, good flow was observed. This
stream originates within a very industrialized area near
the City of Gastonia and includes several permitted
dischargers. All other uses would be of an agricultural
nature prior to the stream entering the Catawba River
(Lake Wylie). A nearby municipal WWTP (Crowders Creek
WWTP), is expected to eventually eliminate many of the
existing dischargers in this drainage basin.
PART II DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of Wastewater: 0.6% Domestic
99.4% Industrial
b.
Volume of Wastewater: 0.720 MGD (Cooling Water)
0.257 MGD (Process Water)
Types and quantities of industrial wastewater: The
wastewater generated at this facility consist of non -
contact cooling water (outfall 002) and wastewater
generated in the rendering of inedible animal by-products
and waste restaurant oil (outfall 001).
c. Prevalent toxic constituents in wastewaters This
facility has established a consistent compliance record
with respect to toxicity (see Part III, No. 3).
d. Pretreatment Program (POTWs only): N/A
2. Pro
mil
uction Rates (industrial discharges only) in Pounds: 1.6
ion pounds per day.
Description of Industrial Process (for industries only) and
Appiicable CFR Part and Subpart: The industrial process
consists of the rendering and recycling of animal by-products
(obtained from meat packing, poultry processing plants, etc.)
in the production of animal feed ingredients and animal fats.
CFR part: 40 CFR Part 432, Meat Products; Subpart Renderer.
4. — Type of Treatment (specify whether proposed or existing):
Existing WWT consists of a series of aerated lagoons, a
clarifier, a flow recorder, effluent polishing lagoon, gaseous
chlorine disinfection facility with contact basin, effluent
post aeration facilities utilizing a single diffuser manifold,
and a sludge filter press.

Page Three
5. Sludge Handling and Disposal Scheme: Sludge (solids) is
recycled back through the rendering process after passing
through the filter press. The permittee does have available
on -site storage facilities (earthen basins) where solids could
be stored, if necessary; however, there are no current plans
to use these facilities.
Treatment Plant Classification: Class II (no change from
previous rating).
7. SIC Code(s): 2077
Wastewater Code(s): Primary: 14 Secondary: 23, 02
S. MTU Code(s): 31500
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only)? No
2. Special monitoring requests: None at this time.
3. Additional effluent limits requests: None at this tii
4. Alternative analysis: CBP Resources (CBP) has contacted the
City of Gastonia concerning the connection of their discharge
to the City's Crowders Creek WWTP. Subsequently, CBP was told
that the sewer connection fee would be approximately double
that of facilities located within the City and that nearly all
of the existing WWT facilities would have to be operated in
order to meet pretreatment requirements. Having received this
information, CBP has temporarily discontinued their attempts
to pursue a connection to Gastonia. One option being
considered is reuse/recycle of the process waste stream, with
a by-pass to the City of excess wastewater, if necessary.
PART IV - EVALUATION AND RECOMMENDATIONS
Carolina By -Products Resources (CBP) requests renewal of the
subject Permit. There have been no other changes at this facility
since the Permit was last issued. All existing WWT facilities were
in good operational condition and appeared to be functioning
properly.
As a result of recent compliance difficulties (specifically:
NH3 as N), CBP is considering options that may eventually eliminate
the existing discharge. Furthermore, CBP is considering the need
for an SOC that will establish a time schedule for the
implementation of any new construction and/or upgrade that may be
necessary to maintain consistent Permit compliance.

e Four
Pending e P and appoval of the f
the be renewed.

PERMIT NO.: NC0005011
PERMITTEE NAME: CBP knources, Inc.
FACILITY NAME: Gastona1 nvision
Facility Status: Existing
Permit Status: Renewal with .Modification
NPDES WASTE LOAD ALLO(
Major Minor
Pipe No.: 001
Design Capacity: 0.257 MGD
Domestic (% of Flow): 7.8 ("r
Industrial (% of Flow): 92.2 %
Comments:
Previous mod. removed NFI3-N conc limit. Nutrient study due
6/30/96. Facility requests an increase in fl h ticmijc
hIVIO
RECEIVING STREA
Class: C
Crowdrs Creek
Sub -Basin: 03-08-37
Reference USGS Quad: G 14 NW (please attach)
County: Gaston
Regional Office:_ Mooresville Regional Office
Previous Exp. Date: 9/30/96 Treatment Plant Class:
Classification changes within three miles:
cbsS "C" to NC/SC state line.
Requested by: ,?
Prepared by:
Reviewed
Steve Pellei
Date: 4/15
/96
Date:
Date:
Drainage Irc'a (mi
Date Rec.
dAN 1, 5 1997
Avg. Strearnflow (cfs):_,
7Q10 (et's) /3 Winter 7Q10 (cfs) /9,g 30Q2 (cfs)
Toxicity inn IWC
Instrearn Monitoring:
Parameters /
Upstream
Downstream
* /
y):
(lbsiday):
TS S (Ibisiday):
pit (SU):
Oil & CJreae Obdday):
Fecal Colito.rm (/100n21):
AcutefChronic
Location
32/
Location
Monthly Average
0.350
3436
126
378
6-9
180
Daily Max.
612,
252
756
360
400
WQ EL
RFT; 40 CFR
432.1 02(a)
BAT:. 40 CFR
432.103
BPT7 40 CFR
432,102(a)
BPT: 40 CFR
432.102(a)
BPT: 40 CFR
432.102(a)
BPT: 40 CFR
432.102(a)
Total Nitrogen (mg/1): Qnrly monitoring
Total Phosphorus (mg/1): Qrtrly monitoring*
Temperature(C): monitoring
*Per Lake Wylie Management Plan, facility must control TP and TN to the best avaiLable technology leveLs
applicable to the rendering plants. CLIP should have sutprnimx1 alternatives analysis on nutrient limits vs COTITICC110
to Gasionia-Crowders Creek plant on June 30, 1996,
r

?✓u
Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream.:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WAS
OA
CBP RESOURCES
NC0005011
Industrial - 92.2% / Domes
Existing
Renewal w/ Modification.
Crowders Creek
C
030837
Gaston
Mooresvil
Pellei
4/18/96
G 14NW
ALLOCATION
Request #
7.8%
JUL 22 1996
Stream Characteristien N 7
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
70,6
13
19.8
82
4
Wasteload Allocation. Summary
(approach taken, correspondence with region, EPA, etc.)
Requesting renewal with expansion to 0.350 MGD. Efforts for connection to the Gastonia,-
Crowders Creek WWTP have stalled due to high connection fees and pretreatment requirements.
Updated effluent guidelines were developed for BOD5, TSS, O&G, and N1-13. More stringent
guidelines for BOD5, TSS, and NH3 based on 1800 lbs of raw material/while previous WLA
used 2000 lbs. Updated QUAL2E model of the Crowders Creek Basin predicts that expansions of
CBP and FMC-Lithium on Abernethy Creek can be allowed and not decrease instrearn dissolved
oxygen in Crowders Creek. Per Lake Wylie Management Plan, facility must control TP and TN to
the best available technology levels applicable to the rendering plants. CBP should have submitted
alternatives analysis on nutrient limits vs connection to Gastonia-Crowders Creek plant on June
30, 1996..
Special Schedule Requirements and additional comments from Reviewers:
Z ,:,"« :%Y;C tug, r-c • Gi�'f+ G4'Lcr'� �i c /textr, ,
Recommended by:
Reviewed by
.Instream Assessrnen
Regional Supervisor:
Permits & Engineering:��.
RETURN TO TECH-INICAL SUPPORT BY:
A ?
Date: 7,
Dt
6 __
-IA Lk

2
Type of Toxicity Test:
Existing Limit:
Recommended Limit:
Monitoring Schedule:
Existing Limits
Wasteflow (MGD):
BOD5 (lbs/day)
NH3-N
TSS (lbs/day):
pli (SU):
Oil & Grease (lbs/day):
Fecal Coliform (/100m1):
Total Nitrogen (mg/1):
Total Phosphorus (mg/1):
Temperature(C):
Recommended Limits
119XICS/METALS/C
Chronic Cerikxlaphnia Pass/Fail
3
4
AUG NOV FEB MAY
Monthly Avg.
0.257
340 and 158 mg/1
140
420
6-9
200
Qrtrly MOIlitOfitig
Qrtrly monitoring
monitoring
Daily Max.
680 and 317 mg/1
280
840
400
400
Monthly Average Daily Max.
Wasteflow (MGD): 0.350
BOD5 (lbs/day): 306 612
N1-13-N (lbs/day): 126 252
TSS (lbsiday): 378 756
pH (SU): 6-9
Oil & Grease (lbs/day): 180 360
Fecal Coliform (/100m1): 400
WQ or EL
BPT: 40 CFR
432,102(a)
BAT: 40 CFR
432.103
BPT: 40 CFR
432,102(a)
BPT: 40 CFR
432,102(a)
BPT: 40 CFR
432.102(a)
BPT: 40 CFR
432.102(a)
Total Nitrogen (mg/1): Qrtrly monitoring*
Total Phosphorus (mg/I): Qrtrly monitoring*
Ternperature(C): monitoring
*Per Lake Wylie Management Plan, facility must control TP and TN to the best available technology levels
applicable to the rendering plants. CBP should have submitted alternatives analysis on nutrient limits vs connection
to Crastonia-Crowders Creek plant on June 30, 1996.
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wastellow rprott.04-4
New pretreatment information
Other (onsite toxicity study, interaction, etc.)
BOD.5,N113,TSS,O&C
_X_ (s) are water quality limited. For some parameters, the available load capacity of the immediate
receiving water will be consumed. This may affect future water quality based effluent limitations for additional
dischargers within this pcoion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

INSTREAM MONITORING REQUTEMENIS
Upstream Location: US HWY 321
Downstream Location: SC HWY 654
Parameters: Temperature, Dissolved. Oxygen
Special instream monitoring locations or monitoring frequencies:
Three times/week during June, July, August, September and once/week during the re
of the year.
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations::
If no, why not?
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

Wrksht
CBP Resources
NC 0005011
Raw Material (x 1000 lb/day) =
1.800
Effluent Limits
Daily Max Monthly Ave. Daily Max Monthly Ave.
(#/o per 1 oop yt/D per 1000) lb/ day) (lb/ day)
BOD5 0.34 0,1 7 612 306 BPT:
ISS 0 4 2 0.2 1 756 3 78 BP-1-
0 & G 0.2 0 1 360 180 BPT:
Ammonia 0.14 0.0 7 252 126 BAT'
pH 6.0 to 9.0 BPT.
Fecal colitorm 400 mpn/100 mi BPT:
61-2_
1.5 mr7c,
SDP
7/8/96
Comments
40 CFR 432.102 (a)
40 CFR 432.102 (a)
40 CFR 432 102 (a)
40 CFR 432 103
40 CFR 432 102 (a)
40 CFR 432.102 (a)
z 55"
Page 1

acility Name CBP Resources
Permit # NC0005011 Pipe
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
1
The effluent discharge shall at no tune exhibit chronic toxicity using test procedures outlined in:
I.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is 4 % (defined as treatment two in the North Carolina procedure document). The permit holder shall
perform quarterkv monitoring using this procedure to establish compliance with the permit condition. The first
test will be performed after thirty days from the effective date of this permit during the months of
FEB MA'Y AUG. NOV Effluent sampling for this testing s01 be performed at the NPDES
permitted final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B.
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
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 afailure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 13 cfs
Permitted Flow 0. 50_ MGD Rectnrnended by:
TWC _ 4 % .1/
Basin & Sub -basin _ CTB37
Receiving Stream _ Crowders Creek
County _ Gaston
7
QCL P/F Version 9/91

REcYCLINC*.
OF
January 14, 1997
Mr. David Goodrich
Division of Water Quality
Permits and Engineering Unit
NCDEIINR
P, O. Box 29535
Raleigh, NC 27626-0535
Re: CBP Resources, Inc., Gastonia, NC
NPDES Permit No. NC 0005011
Dear Mr. Goodrich:
Corporate Office
CBP Resources, Inc.
CBP Resources, Inc. (CBP) has evaluated the following three (3) disposal alternatives
for CBP's Gastonia plant wastewater discharge:
1. Spray irrigation
2, Connection to sewerage system
3. Discharge to Crowders Creek
The enclosed Reid Engineering Company, Inc, (Reid) report covers system design,
tailed costs and operating expenses for the disposal alternatives outlined above.
Based on the Reid analysis and the financial condition of the Gastonia operation, CBP
proposes a five (5) year phased tie„ m to the City of Gastonia (City) Crowders Creek
wastevrater treatment plant. It must be understood that implementation of this alternative
is contingent on a partnersiFfp between the City and CBP.
Direct'Dial Number:
Corporate: Divisions:
Post office Drawer 20687 Carolina By -Products Co.
Greensboro, NC 27420 Greensboro, NC
910-333-3000
Fax # [phone] Cape Fear Feed Products, Co.
Fayetteville, NC
Gastonia Division
Gastonia. NC
Knoxville Division
Strawberry Plains, TN
Norfolk Tallow Co.
Chesapeake, VA
Chemol Co.
Greensboro, NC

January 14, I997
Page
To facilitate the proposed sewer tie-in, CBP requests a five (5) year renewal nfthe'
Gastonia pl t's existing NPDES permit with its current limits,
Although a definitive agreement has not been reached with the City with respect to a
sewer tie-in, CBP requests a meeting with the Dep ent to discuss the Reid disposal
alternatives analysis and answer any questions the Department may have about the
analysis and conclusion.
Ifyou ha) •°e questions, please let us
Sin
el Roshanravan
Vice President
Environment &. Science
cc:ene Olberding
Van Jones

��t , e� Reid " engineering Company
R
4
Speck
Mr. Mel Roshariravan
CBP Resources, Inc.
241.0 Randolph Ave.
Greensboro, NC 27406-2910
Cotinsuitin E;nvi
)reign and Open
January 10, 1997
Control Systems
FAX: [phone]
SUBJECT: WASTEWATER TREATMENT SYSTEM UPGE/T'PNSION
PROJECT
Dear Mel,
As requested by CBP Resources, Reid Engineering Company has
completed preliminary designs, capital and operation and maintenance cost
estimates and preliminary layout drawings of the wastewater treatment system
upgrade/expansion alternatives for the CBP Resources, Gastonia, North.
Carolina wastewater treatment system. This wastewater treatment system
upgrade/design is based on a wastewater flow capacity of 500,000 gpd
generated by the rendering plant 6 days/week.
The i
alternatives
Resources:
llowing three wastewater treatment system upgrade/expansion
have been evaluated by Reid Engineering Company for CBP
Alternative # 1
Alternative
Pretreatment to reduce wastewater BOD and TSS
concentrations below 250 mg/L and ammonia nitrogen
concentration below 100 mg/L with final effluent disposal by
discharge to the City of Gastonia sewer system.
2 - Pretreatment including rem :oval of t
effluent disposal by spray irrigati
ogen with final

Mr. Mel R©shas ravan
CBP Resources, Inc.
January 10, 1997
Page 2
Alternative #
Full treatment including high efficiency removal of ammonia,
total nitrogen and total phosphorous with final effluent
disposal by direct discharge to receiving stream.
The Capital and Operation and Maintenance cost estimates for
Alternative #1 are contained in Appendix #1. The Capital and Operation
and Maintenance cost estimates for Alternative #2 are contained in
Appendix #2. The Capital and Operation and Maintenance cost estimates for
Alternative #3 are contained in Appendix #3.
Nitrogen loading concentrations for the Alternative #2 spray irrigation
disposal system are contained in Appendix #4.
Alter native #1 - Pretreatmient with City Sewer Discharge
This wastewater treatment system upgrade alternative is designed to
comply with the following pretreatment permit limitations:
BOD 250 mg/L
TSS 250 mg/L
Ammonia Nitrogen = 100 mg/L
The following components are included in tl e Alternative #1 treatment
system upgrade design:
Relocation of existing SkimmerDAF Cell to the proposed
Wastewater Equipment Building.

Mr. Mei Roshanravan
MR Resources, Inc.
January 10, 1997
Page 3
2. Installation of a new 24-hour Flow Equalization Basin (FEB #1) for
storage and blending of drainage wastewater discharged from the
Skimmer/DAF Cell.
Installation of a new Bypass Pump Station to provide capability to pump
a portion of the blended DAF cell effluent and raw condensate
wastewater directly into proposed new Nitrification Reactor #2.
4. Installation of a new Effluent Pump Station for FEB #1 to allow
pretreated wastewater to be pumped from FEB #1 24 hours/day into
the new DAF Cell.
5. Installation of a new DAF Cell for pretreatment of skimmed and
equalized drainage wastewater by chemical coagulation, flocculation and
flotation.
6. Installation of one new Nitrification Reactor #2 to provide soluble BOD
removal to comply with the 250 mg/L BOD pretreatment limit and year
around ammonia removal to comply with the 100 mg/L ammonia
nitrogen pretreatment limit. This reactor can also be operated to achieve
biological denitrification and total nitrogen removal.
7. Installation of one new Circular Gravity Clarifier to provide gravity
sedimentation of biological solids prior to final effluent discharge to the
City sewer. The new Final Clarifier will include a new Sludge
Return/Waste Purnp Station for recirculation of settled biological solids
back to the Nitrification Reactor #2. One new progressive cavity Waste
Activated Sludge Pump will be provided to pump waste activated sludge

Mr. Mel Roshanravan
CBP Resources,Inc.
January 10, 1997
Page 4
at a controlled flow rate from the new activated sludge Final Clarifier to
either the existing belt press building for dewatering prior to ultimate
disposal or to the new Waste Activated Sludge Lagoon.
Installation of one new Wastewater Equipment Building to enclose the
relocated Skirnmer/DAF Cell, the new DAF Cell Sludge Pumps,
Chemical Feed Equipment Room, Electrical Room and Operator
Lab/Office Room.
Effluent Pump Station to pump pretreated wastewater to the City sewer
system.
Alternative #2 - Pretreatment with. Spray Irrigation Discharge
This wastewater treatment system upgrade alternative is designed to
pretreat wastewater to reduce wastewater BOD, TSS, and Total Nitrogen to
the following concentrations prior to final effluent disposal by spray irrigation.
BOD < 250 mg/L
TSS < 250 mg/L
Total Nitrogen < 10() mg/L
The following components are included in the Alternative #2 system
upgrade design:
Relocation of existing Skimmer/DAF Cell to the proposed new
Wastewater Equipment Building.

Mr. Mel Roshanravan
CBP Resources, Inc.
November 19, 1996
Page 5
Installation of a new 24-hour Flow Equalization Basin (FEB #1 for
storage and blending of drainage wastewater discharged from the
Skimmer/DAF Cell.
Installation of a new Bypass Pump Station to provide capability to pump
a portion of the blended DAF cell effluent and raw condensate
wastewater directly into proposed new Nitrification Reactor #2.
Installation of a new Effluent Pump Station for FEB #1 to allow
pretreated wastewater to be pumped from FEB #1 24 hours/day into
the new DAF Cell.
Installation of a new DAF Cell for pretreatment of skimmed and
equalized drainage wastewater by chemical coagulation, flocculation and
flotation.
Installation of one new Nitrification-Denitrification Reactor #2 to
provide soluble BOD removal and total nitrogen removal to reduce
nitrogen loading on the spray fields to below 100 mg/ _, TN.
Installation of one new Circular Gravity Clarifier to provide gravity
sedimentation of biological solids prior to final effluent disinfection and
discharge to the spray irrigation site. The new Final Clarifier will include
a new Sludge Return/Waste Pump Station for recirculation of settled
biological solids back to Anoxic Reactor #1. One new progressive cavity
Waste Activated Sludge Pump will be provided to pump waste activated
sludge at a controlled flow rate from the new activated sludge Final

Mr. Mel Rosiianravan
CBP Resources, Inc.
November 19, 1996
Page 6
Clarifier to either the existing belt press building for dewatering prior to
ultimate disposal or to the new Waste Activated Sludge Lagoon.
Installation of one new Ultra -Violet (UV) Light Contact Basin for final
effluent disinfection prior to disposal by spray irrigation.
9. Installation of one new Wastewater Equipment Building to enclose the
relocated Skimmer/DAF Cell, the new DAF Cell, Chemical Feed
Equipment Room, Electrical Room and Operator Lab/Office Room.
10. Effluent Pump Station to pump pretreated wastewater to the Spray
Irrigation Site.
Alternative #3 - Fu
T eatmen
* h StreamDischa
This wastewater treatment system upgrade alternative is designed to
comply with the following projected permit limitations:
BOD = 10 mg/L
TSS = 10 mg/L
Ammonia Nitrogen 1 mg/L
Total Nitrogen = 4 mg/L
Total Phosphorous = 1 mg/L
Preliminary drawings of the full treatment system included in the.
Alternative #3 wastewater treatment system upgrade design are attached. As

Mr. Mel Roshanravan
CBP Resources, Inc.
January 10, 1997
Page 7
noted on these drawings, the following components are included in the
Alternative #3 treatment system upgrade design:
Relocation of existing Skimmer/DAF Cell to the proposed new
Wastewater Equipment Building.
2. Installation of a new 24-hour Flow Equalization Basin (FEB #1) for
storage and blending of drainage wastewater discharged from the
Skimmer/DAF Cell.
Installation of a new Bypass Pump Station to provide capability to pump
a portion of the blended DAF cell effluent and raw condensate
wastewater directly into proposed new Nitrification Reactors #2A and
#2B instead of into new Anoxic Reactor/FEB #2.
4. Installation of a new Effluent Pump Station for FEB #1 to allow
pretreated wastewater to be pumped from FEB #1 24 hours/day into
the new DAF Cell.
Installation of a new DAF Cell for pretreatment of skimmed and
equalized drainage wastewater by chemical coagulation, flocculation and
flotation.
6. Installation of a new Anoxic Reactor/7-day Flow Equalization Basin
(Anoxic Reactor/FEB #2). This anoxic reactor will be designed to
provide first stage carbonaceous BOD removal; 7 day hydraulic flow
equalization of pretreated drainage wastewater discharged from the DAF
Cell and raw condensate wastewater discharged from the rendering plant

Mr. Mel Roshanravan
CBP Resources, Inc.
January 10, 1997
Page 8
cookers; and partial nitrate nitrogen removal from mixed liquor recycled
from Nitrification Reactors #2A and #2B,
7. Installation of two new 1.5 MG volume Nitrification Reactors #2A &
#2B designed to be operated in parallel or series to provide high
efficiency year around ammonia removal to comply with the 1 mg/L
ammonia nitrogen limitation. These reactors can also be operated to
achieve biological denitrification.
Installation ()Ione new denitrification reactor (Anoxic Reactor #3). This
anoxic reactor is designed to provide final removal of nitrate nitrogen
discharged from the upstream Nitrification Reactors #2.A and #2B. To
achieve complete removal of nitrate nitrogen in this reactor, it will be
necessary to dose a supplemental carbon source into the reactor such as.
methanol, ethanol or other approved alternative because the BOD
carbon source remaining in the wastewater after the upstream
nitrification process will be extremely low requiring the addition of
supplemental organic carbon into this denitrification reactor.
9. Installation of one new Aerobic Polishing Reactor #4 to provide final
removal of ammonia nitrogen and BOD remaining due to excess carbon
source dosage in the upstream denitrification reactor.
10. Installation of one new Circular Gravity Clarifier to provide gravity
sedimentation of biological solids prior to final effluent filtration and
disinfection. The new Final Clarifier will include a new Sludge
Return/Waste Pump Station for recirculation of settled biological solids
back to Anoxic Reactor #1., One new progressive cavity Waste Activated

Mr. Mel Roshanravan
CBP Resources, Inc.
January 10, 1997
Page 9
Sludge Pump will be provided to pump waste activated sludge at a
controlled flow rate from the new activated sludge Final Clarifier to
either the existing belt press building for dewatering prior to ultimate
disposal or to the new Waste Activated Sludge Lagoon.
The new Dissolved Air Flotation Clarifier will be designed to be
optionally operated in series or parallel with the proposed new gravity
Final Clarifier for final clarification of biological solids discharged from
the upstream multi -stage activated sludge treatment process. The new
DAF Cell will be provided with sludge pumps to recycle biological solids
skimmed from the DAF cell back to the activated sludge process if the
DAF Cell is operated as a flotation clarifier.
12. Installation of one new Mechanical Disk Filter for tertiary filtration of
final effluent to provide final removal of suspended solids containing
organic nitrogen, organic phosphorous and precipitated inorganic
phosphorous as required to comply with the extremely low total nitrogen
and total phosphorous limitations.
Installation of one new Ultra -Violet (UV) Light Contact Basin for final
effluent disinfection.
14. Installation of one new Wastewater Equipment Building to enclose the
relocated Skimrner/DAF Cell, the new DAF Cell, Tertiary Disk Filter,
Chemical Feed Equipment Room, Electrical Room and Operator
Lab/Office Room.

Mr. Mel Roshanravan
CBP Resources, Inc.
January 10, 1997.
Page 10
This evaluation of wastewater treatment and disposal alternatives
indicates that Alternative #1 using wastewater pretreatment and discharge to
the City sewer will have the lowest capital and O&M costs of the three
alternatives evaluated. The City discharge alternative also provides the
advantage of significantly reduced permit compliance liability compared to final
effluent disposal by spray irrigation or stream discharge.
The service cost per 1,000 gallons to be charged by the City to provide
final treatment and disposal of pretreated CBP wastewater should be added to
the estimated O&.M cost to cetermine the total monthly cost for wastewater
treatment and disposal for Alternative #1. If a City sewer connection fee will
be charged by the City the cost should be added to the estimated capital cost
to determine the total capital cost for Alternative #1.
If you have questions or need additional information please call.
Best regards,
D NGINEERING COMPAIVY INC.
John H. Reid, P.E.
President
JHR ca

Alternative
tnnt with it Sew
CapIt l and Opetl n` end Maint
Discharge
a

REID ENGINEERING COMPANY, INC.
1.210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
City: Gastonia
State: NC
Page: 1 of 8
Job No. CY01
Est. By: JHR
Date: Dec. 30,1996
DESCRIPTION:
PRETREATMENT/CITY DISCHARGE ALTERNATIVE
TOTA
New Equipment Building including (Office/Lab Room, DAF Cell,
160,000
Electrical Room, Chemical Feed Equipment)
24 Hour FEB #1
190,500
C. DAF Pretreatment System
205,000
D. Nitrification/Denitrification Reactor Influent Pump Station
27,500
Nitrification/Denitrification Reactor
1,012,000
F. New Gravity Clarifier
220,000
iscellaneous Equipment
91,750
Conversion of Existing Lagoon #1 into Emergency Storage Basin 25,000
Conversion of Existing Polishing Lagoon into Waste Activated Sludge
Aerobic Digestion/Storage Lagoon 15,000
Electrical Work 160,000
K. Potable Water
5,000
Misc. Site Pipework including Force Main to City Sewer 185,000
Fine Grading, Seeding & Fertilization 8,000
N. Misc Site Work, Site Clearing, Preparation, Roadway, Erosion Control 44,500
O. Painting & Caulking 1.5,000
P. Effluent Pump Station 40,000
General Conditions and Mobilization 16,000
SUBTOTAL ES'IIIVIATED CONSTRUCTION COST 2,420,250
Construction Contingency and
Contractor Overhead & Profit @ 10% 242,025
TOTAL ESTIMATED CONSTRUCTION COST 2,662,27

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: (540) 37:1-8576
Client Name: CBP RESOURCES, INC.
City: Gastonia
Est. By: JHR
State: NC
DESCRIPTION:
PRETREATMENT/CITY DISCHARGE ALTERNATIVE
Page: 2 of 8
Job Now CM
Engineering by Reid Engineering Company, Inc. @ 4.5% 120,000
Surveying, Soil Borings, Geotech Engineering, Electrical & Structural
Engineering by Others 30,000
TOTAL ESTIMATED PROJECT COST 2,81.2,275

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
City: Gastonia
Est. By: JFIR
DESCR
State: NC
ION: PRETREATMENT/CITY Equipment
Page: 3 of 8
Job No. CY01
Date: Dec. 30,
sc. Eq.
DISCHARGE ALTERNATIVE Material Install.
New Equipment Building
including Electrical Room,
96
Total
160,000
Chemical Equipment Room,
Lab/Office Room and DAF
Equipment Room (62' x 46')
24-Hour FEB #1
Stainless Steel Tank Structure 100,000
2. Aeration Equipment including
upply blower and sound
190,500
enclosure
3. Relocation of existing surface
aerators
4. Floating mixer and mooring
5. Access Walkway & Stairs
45,000 15,000
18,000
1,500
3,000
8.1}00
DAF Pretreatment System
205,000
1. Relocation of existing DAF
Equipment, Chemical Feed Equip.,
and Sludge Pumps and Con
2. New DAF Cell
4. Air Compressor
5. Walkways & Stairs
ors
140,000
8,000
15,000
6. Flocculation Tank
8,000 2,000

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
City: Gastonia
State: NC
Page: 4 of 8
Job No. CY01
Est. By: JHR
Date: Dec. 30, 1996
DESCR
ION: PRETREATMENT/CITY
DISCHARGE ALTERNATIVE
Equipment
Material
Misc. Eq.
Install.
Tota
Nitrification/Denitr fication
Reacto
Pumps & Controls
2. Wet Well
p Station
20,000
5,000
1,000
1,500
27,500
Nitrifica tionf Den itrification
$ 1,012,000
Reactor
Stainless Steel Tank Structure (1)
2. Aeration Equipment
including Air Supply Compressors and
Enclosure Building
Oxic%Anoxic Cycle Time Control Sys.
4. Access Walkkway & Stairs
New Gravity Clarifier
1. Stainless Steel Tank Structure
2. Mechanism & Installation
3. Sludge Return Pumps
500,000
402,000
4. Access Walkway and. Stairs
5. Center
e
6. Floc Tank
Spray System
25,000
10,000
97,000
58,000
15,000
8,000
5,000
75,000
220,000
15,000
7,000
15,000

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
City: Gastonia
Page: 5 of 8
Job No. CYO1
Est. By: JHR
date: Dec. 30, 1996
DESCRIPTION: PRETREATMENT/CITY
DISCHARGE ALTERNATIVE
Equipment
Material
Misc. Eq.
Install.
Total
Miscellaneou s Equipment
Flo rmeters
a. 1'r2"' + as Activated Sludge (IT)
4,500
500
91,750
b. Nitrification/Denitrification
Reactor eff➢rent Rate of Flow
5,500
500
Controller
c. 24 Hour FEB Effluent (IT)
d. Return Sludge (I)
Final Effluent Pump Station
10,000
5,500
5,000
5,000
1,000
500
500
500
to City
2. Chemical Tanks
a. Bulk Caustic Solution Tank
b. Polymer Mix Tanks Mixers
3. Chemical Pumps
a. (2) Caustic Pumps
b. (2) Clarifier Polymer Pumps
4. Clarifier Floc Tank Mixer
5. DAF Ceti Floc Tank Mixer
Conversion of Existing Lagoon #1
into Emergency Storage Basin
1. Pump, Controls & Enclosure
Recycle Pipeline to Reactor #1
3,500
2,000
500
500
1,000
1,000
6,000
20,000
4,000
4,250
5,000
5,000
10,000
25,000

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22z.
phone: °540) 371-8500 fax: [phone]
01
Client Name: CBP RESOURCES, INC.
City: Gastonia
Est, By: JlHR
DESCR
ON: PRETREATMENT/CI
State: NC
Equipment
DISCHARGE ALTERNATIVE Material
Conversion of Existing Polishing
Page: 6 of 8
Job No. CY01
Date: Dec. 30, 1996
isc. Eq.
Install.
Total
Lagoon into Waste Activated
Sludge Aerobic Digestion/Storage
Lagoon
15,000
1. Relocation of existing
surface aerators 15,000
Electrical Work
K. Potable inter (Building : Freeze
Pr©o Yard Hydrants)
24-Hour FEB uent
Force Main 7,000
4. 24-Hour FEB Effluent Pump
Station Suction and Discharge
Piping 10,000
160,000
5,000
185,000

REID ENGINEERING COMPANY, INC..
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name:
City: Gastonia
Est. By: JHR
BP RESOURCES, INC.
State: NC
Page: 7 of 8
Job No. CY01
Date: Dec. 80,
6
DESCRIPTION: PRETREATMENT/CITY Equipment 'Iisc. Eq.
DISCHARGE ALTERNATIVE Material Install.
ise. Site Pipework (Continued)
Total
.. DAF Cell influent and effluent
piping
10,000
6. DAF Sludge Pump Suction &
8,000
10,000
7,000
10,000
10,000
10,000
16,000
10,000
5,000
7,000
20,000

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Na e: CBP RESOURCES, INC.
City: Gastonia
Est. By: JHR
Page: !8 of 8
ob No. CY01
Date: Dec. 30, 1996
DESCRIPTION: PRETREATMENT/CITY Equip:
DISCHARGE ALTERNATIVE Mater
Misc. Eq.
Install.
Total
Fine Grading, Seeding and
Fertilization
8,000
Misc Site Work
44,500
Site Clearing & Preparation. 6,500
Roadway to New Site 20,000
3. Sidewalks 5,000
4. Erosion Control 4,000
5, Equipment. Slabs & Stairway Pads 9,000
Painting and Cauiking 15,000
Effluent Pump Station $ 40,000
1. Pump & Controls 20,000 10,000
2. Wet Well
8,000 2,000
General Conditions and
Mobilization $ 16,000
1. Temporary Facilities 4,000
Mobilization 10,000
Misc. Equipment 2,000

Operating & Maintenance Cost Est
for
.50 MGD Capacity
Wastewater Pretreatment System
With Municipal Sewer Discharge
for
CBP Resources
Gastonia, North Carolina
ate

ANNUAL OPERATION COST SUMMARY
OF PROPOSED
WASTEWATER TREATMENT SYSTEM
FOR
CBP RESOURCES
RENDERING PLANT
GASTONIA, NORTH CAROLINA
(Pretreatment/City Sewer Alternative)
OPERATING COST .50 IGD(')
Labor
Power
Chemicals
Maintenance & Supply including
Spray Irrigation System
Sludge Disposal
TOTALS
/'Year
93,000
270,795
100,000
15,000
60,000
538,795/yr( )
$/1000 Ga11ons(1)(2)(3)
.62
1.81
.67
10
.40
3.60/1,000 gallons
(1) 6 day flow = .50 MGD
(2) Assuming up to 300 process days per year; treatment plant operated 300 days/year
(3) Not including Depreciation
(4) To comply with Pretreatment Permit Limits of 250 mg/l BOD, 250 rng1L TSS, 30
mg{L NH3-N
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Company, Inc.

LABOR COST
LABOR
DESCRIPTION
1. Chief Operator
2 Assistant Operators
TOTALS
Irs/Wk, Rate/Hr
40
80
120
18.70/rh
$ 750.00
$ 1040.00
$ 1,790.00
$ 39,000
$ 54,000
93,000
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Company, Inc.

POWER REQUIREMENTS
OF PROPOSED
NEW WASTEWATER PRETREATMENT SYSTEM
WITH MUNICIPAL SEWER WASTEWATER DISPOSAL
CBP RESOURCES
GASTONIA, NC
TREATMENT
UNIT
1, Skimmer DAF Cell
1-10 HP Recycle Pressure Pump
1-1.5 HP DAF Skimmer Drive
2, Skimmer Effluent Pump Station
2-10 HP Pumps
3, 24 HT FEB
1-30 HP Floating Mixer
1-75 HP Blower
4. DAF Cell
2-30 HP Recycle Pressure Pumps
1-1.5 HP DAF Skimmer Drive
1-3.0 HP Floc Tank Mixer
5, DAF Effluent Pump Station
2-10 HP Pumps
6.. 'Nitrification/Denite Reactor
3-300 HP Compressors
4-50 HP Jet Pumps
7. Final Clarifier
1-.75 HP Drive Unit
8_ DAF Clarifier Effluent Pump Station
2-75 HP Pumps
9. Sludge Pumps
2-10 HP Pumps (New Sludge Return Pumps)
1- 5 HP Pump (New Waste Sludge Pump)
rstailed
Power
30
1.5
20
30
75
60
1.5
3.0
20
900
200
.75
150
20
5
Operating
Power
25
1.0
25
65
25
1.0
2.5
8
543
166
.65
60
7
3
Operating
Ifrs/Year
7,488
2,190
4,992
8,760
4,380(2)
7,488
2,190
8,760
8,760
5,256(3)
8,760
8,760
4380(4)
8,760
2,190
139,651
1,634
29,792
163,374
212,386
139,651
1,634
16,337
52,280
2,129,090
1,084,803
4,248
196,049
45,745
4,901
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Cornpany, Inc.

10. Chemical Mixers
4-1 HP Mixers (New Cationic Polymer Tanks)
11. Chemical Feed Pumps
4-1 HP Polymer Pumps
2-.50 HP Caustic Solution Pumps
2-.50 HP Coagulant Solution Pumps
12, Sludge Lagoon
4-25 HP Surface Aerators
13. Effluent Pump Station to City Sewer
2-25 HP
14. Miscellaneous
TOTAL
4
4
1
100
50
1.5
.40
,40
42
20
876
8,760
8,760
8,760
4,380
5,840
1,960
9,802
2,614
2,614
137,234
87,133
10
1,913.0
8
1,106.4
8,760
52,280
4,513,252
(1) .50 MGD, 5 days/week= .43 MGD, 7 days/week, 365 days/year
(2) With Cycles of 50% time air on, 50% time air off
(3) With Nitrification/Denitrification Cycles (60% time air on, 40% time air o
(4) With 50% on/off cycles
(5) Projected Total Operating Power/Year
Projected Power Cost/Year @ 60/kwh = 4,513,252 (.06) = $ 270,795
Note: Operation of existing Aerated Lagoon #1 to be discontinued except for
periodic use as an emergency storage lagoon.
CI3P RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Company, Inc.
4

CHEMICAL COST
a. Polymer for Final Clarifier
Assume Final Clarifier operated with chemical flocculation 300
days/year
2) Estimated cationic polymer dosage = 5 mg/L for 24 hours/day, 7
days/week
(a) Calculated polymer dosages
@ .50 MGD = 21#/day @ 5 rngiL
(b) Calculated daily polymer cost @ S1.55/# delivered price
@ .50 MGD = $32.5/day @ 5 mg/L
(c) Calculated annual polymer cost
@ .50 MGD $10,000/yr
b. Cost for pH Control in Activated Sludge Nitrification Process
1) with, denitrification the estimated magnesium hydroxide dosage =
@ .50 MGD = 5,000#/day = 943 gpd @ 43% strength
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by Reid Engineering Company, Inc.

calculated magnesium hydroxide solution cost with denitrifieation
(a) $29/gallon delivered price when purchased in bulk.
50 MGD = $275/day $90,000/year
Daily.Cl emical Cost Summary
CHEMICAL
Clarifier Polymer
Magnesium Hydroxide
50
GD
$ 32.5/day
$ 275/day
d. Annual Chemical Cost Sum nary
CHEMICAL
Polymer
Magnesium Hydroxide
TOTAL
.50 MGD (1)
$ 10,000
$ 90,000
$ 100,000
(1) 6 days/week; 300 days/year
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Company, Inc.
6

Estimated Waste Activated Sludge Genera on Rate
#BOD/d into multi -stage activated sludge treat ent system
(.50 I ) 5,5
23,039#/day
5 rr
rste activated sludge < .40#/#BOD
e40)(2` , /day) = 15 /d
y
Volume/day into Waste Activated Sludge Lagoon ? 1.5, solids
concentration in the sludge return flow =
, 15# dry solids/day
(.015)(8.34)
74,000 gpd
Volume of sludge accumulated/clay in Waste Activated Sludge
Lagoon when thickened to 5% solids concentration by alternating
periods of digestion/decanting without sludge production after
extended aerobic digestion < ,5/ Off
BOD/day(.25)
(.07) . 14000 gpd 5solids
CBP RESOURCES
Gastonia, North Carolina'
OperatingOperattng Maintenance Cost Est r crd
.reared by. RE id Engineering C° m pw =,. Inc.

Alteriiativ 2
PiPretreatnient with Spray Irrigation Discharge
Capita and Operaon and Mairitenanee Cost Es at

REID ENGINEERING COMPANY, INC.
1.2.0 Princess Anne Street, Fredericksburg, VA 22401.
phone: [phone] fax: [phone]
Client Name: `` BP RESOURCES, INC.
City: Gastonia
Page: 1 of 9
State: NC Job No. CY01
Est. By: JHR
Date: Dec. 30, 1996
DESCRIPTION:.
PRETREATMENT/SPRAY IRRIGATION ALTERNATIVE
TOTAL
New Equipment Building including (Office/Lab Room, DAF Cell,
160,000
Electrical Room, Chemical Feed Equipment:
24 Hour FEB #1
C. DAF Pretreatment System
190,500
205,000
D. Nitrification/Denitrification Reactor Influent Pump Station
27,500
E. Nitrification/Denitrification Reactor
1,012,000
F. New Gravity Clarifier
G. Miscellaneous Equipment
220,000
91,750
H. Conversion of Existing Lagoon #1 into Emergency Storage Basin
25,000
Conversion of Existing Polishing Lagoon into Waste Activated Sludge
Aerobic Digestion/Storage Lagoon
15,000
Electrical Work
190,000
K. Potable Water
5,000
Misc. Site Pipework including Force Main Spray Irrigation Site
592,000
Fine Grading, Seeding & Fertilization
8,000
N. Misc Site Work, Site Clearing, Preparation, Roadway, Erosion Control 44,500'
O. Painting & Caulking 18,000
P. Effluent Pump Station 50,000
Q. Spray Storage Lagoons at Spray Irrigation Site 450,000
R. Spray Irrigation Pump Station
69,500 !.
Spray Irrigation Equipment 300,000
General Conditions and Mobilization
16,000
SUBTOTAL ESTIMATED CONSTRUCTION COST + 3,689,750

REID ENGINEERING COMPANY, INC'.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
Page: 2 of 9
City: Gastonia
State: NC
Job No. CY01
Est. By: JHR
Date: Dec. 30, 1996
DESCRIPTION:
PRETREATMENT/SPRAY IRRIGATION ALTERNATIVE
TOTAL
Construction Contingency and
Contractor Overhead & Profit @ 12%
442,770
TOTAL ESTIMATED CONSTRUCTION COST
4,132,520
Engineering by Reid Engineering Company, Inc. 165,000
Surveying, Soil Borings, Geotech Engineering,, Electrical & Structural
Engineering byOthers
40,000
Spray Irrigation Land (300 Acres) 900,000
TOTAL ESTIMATED PROJECT COST 5,237,520

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
City: Gastonia
Est. By: JHR
State: NC
Page: 3 of 9
Job No. CYO1
Date: Dec. 30, 1996
DESCR
ION: PRETREATMENT/SPRAY Equipment
ise. Eq.
IRRIGATION ALTERNATIVE Material Install.
Total
New Equipment Building
160,000
including Electrical Room,
Chemical Equipment Room,
Lab/Office Room and. DAF
Equipment Room (62' x 46')
24-Hour FEB #1
190,500
1. Stainless Steel Tank Structure
100,000
2. Aeration Equipment including
supply blower and sound
enclosure
45,000 15,000
Relocati©n of existing surface
aerators
1,500
4, Floating mixer and mooring
8,000 j 3,000
5. Access Walkway & Stairs 8,000
DAF Pretreatment System
205,000
Relocation of existing DAF
Equipment, Chemical Feed
Equipment and Sludge Pumps
and Controls 14,000
New DAF Cell
140,000 15,000
Access Walkway 15,000
4, Air Compressor 3,000
5. W''alkways & Stairs
8,000

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
Page: 4 of 9
City: Gastonia
State: NC
Job No. CY01
Est, By: JHR
Date: Dec. 30, 1996
DESC:RIP'ION: PRETEATMENTISPRAY
IRRIGATION ALTERNATIVE
Equiprne�
Materia
Iisc. Eq. Total
Install.
DAB' Pretreatment System (Continued)
6. Flocculation Tank
8,000 2,000
Nitrification/Denitrification
Reactor Influent Pump Station
27.©4
1. Pumps & Controls
20,000 1,000
2. Wet Well
5,000 1,500
Nitrification/Denitrification
1,012,000
Reactor
Stainless Steel Tank
500,000
2. Aeration Equipment
including Air Supply Compressors and
Enclosure Building
402,00 75,000
3. Oxic/Anoxic Cyc➢e Time Control Sys.
25,000
4. Access Walkway & Stairs
10,000
New Gravity Cla
220,000
1. Stainless Steel Tank Structure
97,000
2. Mechanism & Installation
000 15,000
3. Sludge Return Pumps
1.5.000
7,000
4, Access Walkway and Stairs
8,000
5. Center Well Spray System
5,000
6. Floc Tank 15,000

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCE
NC.
Page: 5 of 9
ity: Gastonia
Est. By: JHR
DI
CRI
e: N
ON: PRETREATMENT/SPRAY Equipment
IRRIGATION ALTERNATIVE Material
Miscellaneous Equipment
1. Flowmeters
a. 1'A
Waste Activated Sludge (IT
Nitrification/Denitrification
Reactor effluent Rate of Flow
Controller
c. 24 Hour FEB Effluent (.1T)
d. Return Sludge (I)
e. Final Effluent Pump Station
to Irrigation Site
Chemical Tanks
a. Bulk Caustic Solution Tank
b. Polymer Mix Tanks & Mixers
3. Chemical Pumps
a. (2) Caustic Pumps
b. (2) Clarifier Polymer Pumps
4. Clarifier Floc Tank Mixer
5. DAF Cell Floc Tank Mixer
Conversion of Existing Lagoon ##1
Job No. CYO1
Date: Dec. 0, 1996
se. Eq.,
Install.
Total
91,750
into Emergency Storage Basin 25,000
Pump, Controls & Enclosure
Recycle Pipeline to Reactor #1

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
City: Gastonia
Est. By: 1HR
DESC
ON: PRETREATMENT/SPRAY
IRRIGATION ALTERNATIVE
Conversion ot` Existing Polishing
Lagoon into Waste Activated
Lagoon.
Relocation ofexisting
surface aerators
K. Potable Water (Building & Freeze
Proof Yard Hydrants)
Misc. Site Pipework.
effluent gravity line
24-Hour FEB Influent Pump
Station Suction and Discharge
Piping
24-Hour FEB Influent
Equipment
Material
15,000
Force Main
24-Hour FEB Effluent Pump
Station Suction and. Discharge
Piping
Page: 6 of 9
Job No. CY01
Date: Dec. 30, 1996
Misc. Eq.
Install.
Total

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401.
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
City: Gastonia
State: N
Page: 7 of 9
Job No. CY01
Est. By: JHR
Date: Dec. 30, 1996
DESCRIPTION: PRETREATMENT/SPRAY
IRRIGATION ALTERNATIVE
Equipment isc, Eq. Total
Material _
Mist. Site P'ipework (Continued)
DAF Cell influent and effluent
piping
10,000
6. DAF Sludge Pump Suction
Discharge Piping
8,000
7. Nitrification/Denitrification
Reactor Influent Pump Station
Suction and Discharge Piping
Nitrification/Denitrification
Reactor #1 Influent Force Main
9. Gravity Clarifier Infl. & Effl.
10. RAS Pump Station Suction and
Discharge Piping
RAS Force Main from
Clarifier to Nitrification/
10,000
7,000
10,000
10,000
Denitrification Reactor #1 10,000
12, Air Supply Lines to Nitrification/
Denitrification Reactor 16,000
Effluent Pump Station Suction &
Discharge Piping
10,000
14A Misc. Drain Piping
5,000
15, PVC Chemical Piping 7,000
16. WAS Force Main to Sludge 20,000
Lagoon

REID ENGINEERING COMPANY, INC.
210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES. INC.
Page: 8 o 9
City: Gastonia
DESCRI
State: NC
ON: PRETREATMENT/SPRAY Equipment
IRRIGATION ALTERNATIVE Material
Mis+c. Site Pipework (Continued)
17. Misc. Piping
Job No. CY01
Date: Dec. 30, 1996
Misc. Eq.
Install.
Total
Force Main to Spray Irrigation
Site (10,560' @ 6" dia.
Fine Grading, Seeding and
Fertilization
Misc Site
Site Clearing & Preparation 6,500
2. Roadway to New Site
Sidewalks
4. Erosion Control
Equipment Slabs & Stairway Pads
20.000
5,000
4,000
9,000
7,000
400,000
8,000
44,500
O. Painting and Caulking
Effluent Pump Station
I. Pump & Controls
30,000
10,000
18,000
50,000
2. Wet Well
8,000
2,000

REI.0 ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401.
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
City': Gastonia
Est. By: JHR
DESCRIPTION: PRE' rREATMENT/SPRAY
IRRIGATION ALTERNATIVE
Spray Storage Lagoons at
Spray Irrigation Site
2. Liners
isc. Piping
Spray Irrigation Pump Station
1. Pump & Controls
2. Enclosure Building
Flow Meter
Pipework
Spray Irrigation Equipment
Equipment
Material
100,000
300,000
50,000
20,000
Page: 9 of 9
Job No. CY01
Date: Dec. 30, 1996
Iisc. Eq. Tota
Install..
8,000
20,000
10,000
450,000

Operating & Maintenance Cost Estimate
for
.50 MGD Capacity
Wastewater Treatment" Spray irrigation System
for
CBP Resources
Gastonia, North Carolina

ANNUAL OPERATION COST SUMMARY
OF PROPOSED
WASTEWATER TREATMENT SYSTEM
FOR
CBP RESOURCES
RENDERING PLANT
GASTONIA, NORTH CAROLINA
(Spray Irrigation Alternative)
OPERATING COST ( .50 MGD(1)
/Year
$/I.000 Gallons(1)(2)(3
.80
Labor
Power
Chemicals
120,000
313,000
120,000
2.09
.80
Maintenance & Supply including
Spray Irrigation System
Sludge Disposal
TOTALS
30,000
82,500
$665,500/yr14)
.20
55
$4.44 ',000 gallons
(1) 6 day flow = .50 MGD
(2) Assuming up to 300 process days per year; treatment plant operated 300 days/year
(3) Not including Depreciation
(4) To comply with Pretreatment Permit Limits of 250 mg/L BOD, 250 mg/L TSS, 100
mg/L NH3-N
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Company, Inc.

LABOR COST
LABOR
DESCRIPTION
1 Chief Operator
2 Assistant Operators
1 Farm Manager
TOTALS
s/Wk
40
80
40
160
Rate/Hr $ Wk
$18.70/mh
750,00 1 $ 39,000
1040.00 1 $ 54,000
13.00/ h $ 520.00 1 $ 27,000
$2,310.001$120,000
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Company, Inc.

POWER REQUIREMENTS
OF PROPOSED
NEW WASTEWATER PRETREATMENT SYSTEM
FOR SPRAY IRRIGATION WASTEWATER DISPOSAL
CBP RESOURCES
GASTONIA. NC
ATME.NT
UNIT
1. Skimmer DAF Cell
1-1.0 I1P Recycle Pressure Pump
1-1.5 HP DAF Skimmer Drive
Skimmer Effluent Pump Station
2-10 HP Pumps
3. 24 Hr FEB
1-30 HP Floating Mixer
1-75 HP Blower
4. DAF Cell
2-30 HP Recycle Pressure Pumps
1-1.5 HP DAF Skimmer Drive
1-3.0 HP Floc Tank Mixer
5. DAF Effluent Pump Station
2-10 HP Pumps
60. NitrificationfDenite Reactor
3-300 HP Compressors
4-50 HP Jet Pumps
7. DAF Clarifier
2-1.0 HP Drive Units
2-40 HP Pressurization Pumps
8. DAF Clarifier Effluent Pump Station
2-75 HP Pumps
9. Sludge Pumps
2-5 HP Pumps (New Sludge Return/Waste Pumps)
2-5 HP Pumps (New DAF Sludge Pumps)
nstalled
Power
30
1.5
20
30
75
60
1.5
3.0
20
900
200
2.0
80
150
10
10
Operating Operating
Power IIrsfYear
25 7,488
1.0
2,190
4,992
25 8,760
65 4,380(2)
25
1.0
2.5
7,488
2,190
8,760
8 8,760
543 5,256(3)
166 8,760
1.6 8,760
32 8,760
60 4380(4)
3 8,760
3 2,190
Kvirwyrtll
139,651.
1,634
29,792
163,374
212,386
139,651
1,634
16,337
52,280
2,129,090
1,084,803
10,456
209,119
196,049
19,605
19,605
COP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Company,

- 10. Chemical Mixers
4-1 HP Mixers (New Cationic Polymer Tanks)
. Chemical Feed Pumps
4-1 HP Polymer Pumps
2-.50 HP Caustic Solution Pumps
2-.50 HP Coagulant Solution Pumps
12. Sludge Lagoon
4-25 HP Surface Aerators
13, Effluent Pump Station to Spray Irrigation Site
2-40 HP
4
4
1
1
100
80
1.5
.40
.40
42
876
8,760
8,760
8,760
4,380
5,840
1,960
9,802
2,614
2,614
137,234
139,412
r
14. Spray Irrigation Pump Station
2-60 HP Spray Pumps
15, Miscellaneous
TOTAL
120
10
1,913.0
50
1,106.4
5,840
8,760
217,832
52,280
4,989,214L)
(1) .50 MGD, 5 days/week= .43 MGD, 7 days/week, 365 days/year
(2) With Cycles of 50% time air on, 50% time air off
(3) With Nitrification/Denitrification Cycles (60% time air on, 40% time air o
(4) With 50% on/off cycles
(5) Projected Total Operating Power/Year
Projected Power Cost/Year @ 60/1(wh = 4,989,214 (.06) = $ 299,353
Note: Operation of existing Aerated Lagoon #1 to be discontinued except for
periodic use as an emergency storage lagoon.
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cosi Estimate
Prepared by: Reid Engineering Company, Inc.
4

CHEMICAL COST
Polymer for DAF Clarifier
1) Assume DAF Clarifier operated with chemical flocculation 300
days/year
2) Estimated cationic polymer dosage = 15 mgfL for 24 hours/day, 7
days/week.
(a) Calculated polymer dosages
@ .50 MGD = 63#/day @ 15 mg/L
Calculated daily polymer cost @ $1..55/# delivered price
@ .50 MGD = $98/day @ 15 m
Calculated annual polymer cost
@ .50 MGD = $30,000/yr
Cost or pH Control in Activated Sludge Nitrification Process
1) with denitrification the estimated magnesium hydroxide dosage =
@ .50 MGD = 5,000#/day = 943 gpd @ 43% strength
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Company, Inc.
5

2) calculated magnesium hydroxide solution cost with denitrification
$.29/gallon delivered price when purchased in bulk
@.50 MGD = $275/day = $90,000/year
c. Daily Chemical Cost Summary
CHEMICAL
DAF Clarifier Polymer
Magnesium Hydroxide
.43 GD
$ 98/day
$ 275/day
d. Annual Chemical Cost Summary
CHEMICAL
Polymer
Magnesium Flydroxide
TOTAL
.43 MGD (1)
30,000
$ 90,000
$ 120,000
(1) 6 days/week; 300 days/year
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Company, hie.
6

S:C UDGE DISPOSAL COST
a. Estimated Waste Activated Sludge Generation Rate
1) #BOD/day into multi -stage activated sludge treatment system =
(.50 MGD)(8.34)(5,525 mg/L)
23,039#/day
# Waste activated sludge < .40#/#B©D
(.40)(23,039#/day) = 9,215#/day
Volume/day into Waste Activated Sludge Lagoon @ 4.0% solids
concentration in the sludge return flow =
9,215# dry solids/day
(.04)(8.34)
27,623 gpd
Volume of sludge accumulated/day in Waste Activated Sludge
Lagoon when thickened to 7%© solids concentration by alternating
periods of digestion/decanting without sludge production after
extended aerobic digestion < .25#/#BOD
23,039# BOD/day (.25)
(.07) (8.34) = 10,0
d
7
SO
ds
CBP RESOURCES
Gastonia, North Carolina
Operating car Maintenance Cost Estimate
Prepared by: Reid Engineering Company, Inc
7

Volume of sludge accumulated/day after extended aerobic
digestion if sludge is dewatered on the existing belt filter press to
approximately 18% solids concentration
23,039# BOD/day (.25)
(.18) (8.34) < 4,000 gpd @ 1.8% solids
6) Estimated sludge land disposal cost by commercial sludge disposal
company after extended aerobic sludge digestion @ 2.750/gallon
of liquid sludge hauling /disposal cost
10,000 gpd (.0275) - $275/day
Estimated belt press polymer cost @ 50 nag/E cationic polymer
dosage rate
10,000 gpd
106 (8.34)(50 mg/L) = 4.2#/day
Estimated polymer cost @ 1.50# delivered
6.25/day
8) Sludge disposalcost approximately = $275/day if sludge removal
from sludge lagoon in liquid condition and hauled in tanker trucks
to land disposal site.
CIJP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Company, Inc.
8

Alternative
l �'nll "great ant ;th Stream i t ;ar
Capital and rntio and Mair t nan Cost Es attes

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
City: Gastonia
E
By: JHR
e: NC
Page
a
Job No. CYO1
Date: Nov. 19,
�96
DESCR1PTtON:
TOTAL
New Equipment Building including (Office/Lab Room, DAF Celt
175,000
DAF Clarifier, & Disk Filter Room, Electrical Room, Chemical Room
24 Hour FEB #1,
190,500
DAF Pretreatment System
180,000
D. Anoxic Reactor #1 Influent Pump Station
27,500
Anoxic Reactor/7 Day FEB Reactor
488,000
F. Reactor #1 By-Pass/Effluent. Purnp Station
21,000
Nitrification Reactors #2A & #2B 1,01.2,000
Nitrate Recycle Flow System
00
Anoxic Reactor #3
180,000
Aerobic Reactor #4 102,000
New Gravity Final Clarifier 198,000
New Tertiary Disk Filter
140,000
Final Effluent Disinfection`Post Aeration System
72,500
N. Miscellaneous Equipment
124,250
O. Conversion of Existing Lagoon #1 into Emergency Storage Basin 25,000
Conversion of Existing Polish Lagoon into Waste Activated Sludge
Aerobic Digestion/Storage Lagoon 15,000
Electrical Work
200,000
R. Potable Water
8,000
S. Misc. Site Pipework
300,000
T. Fine Grading, Seeding & Fertilization
8,000
U. Misc Site Work, Site Clearing, Preparation, Roadway, Erosion Control
44,500
Misc. Walkways & Stairs
10,000

'EID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
City: Gastonia
Est, By: JHR
State: NC
Page 2of0
Job No. CY01
Date: Nov. 19
96
DESCRIPTION:
TOTAL
Painting & Caulking
8.000
X. Reuse System
15,000
General Conditions and Mobilization
16,000
SUBTOTAL ESTIMATEDCONSTRUCTION COST ,581,750
Construction Contingency and
Contractor Overhead & Profit @ 11.5% 418,250
TOTAL ESTIMATED CONSTRUCTION COST 4,000,000
AA. Engineering by Reid Engineering Company, Inc. @ 4% 160,000
BB. Surveying, Soil Borings, Geotech Engineering, Electrical & Structural
Engineering by Others 40,000
TOTAL ESTIMATED PROJECT COST 4,200,000

REID ENGINEERING COMPANY, INC.
12t 0 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
City: Gastonia.
Est. By: JHR
DESCRII
ON:
State: NC
'quipment
Page 3 ot` I0
Job No. CY01
Date: Nov. 9, 1996
Iisc. Eq.
Install.
Total
New Equipment Building (72'x-46')
175,000
including Electrical Room,
Chemical Equipment Room,
Lab/Office Room and DAF
Equipment/Disk Filter Room,
24-Hour FEB
190,500
1. Tank Structure 100,000
2. Aeration Equipment including
supply blower and sound
enclosure access & stairs
45,000 15,000
3. Relocatio:n of existing surface
aerators 1,500
4. Floating mixer and mooring
8,000 3,000
5. Access Walkway & Stairs 8,000
DAF Pretreatment System
180,000
10 Relocation of existing DAF
Equipment, Chemical Feed
Equipment and Sludge Pumps
and Controls 14,000
2. New DAF Cell 130,000
10,000
3. Access Walkway
15,000
4. Air Compressor 3,fl00
Walkways & Stairs 8,000

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401.
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
Page 4 of 10
City: Gastonia
Est. By: JHR
State: NC
Job Nor CYO1
Date: Nov. 19, 1996
DESCRIP'T ON:
Equipment
Materiai
c. Eq.
Install.
Tota
Anoxic Reactor #I Influent Pump
Station
27,500
1. Pumps & Controls
20,000 1,000
et Well
5,000 1,500
7 Day FEB/Anoxic Reacts
488,000
Tank Structure
2. Aeration Equipment including
275,000
Air Supply Blowers and. Enclosure
140,000 45,000
Relocation of existing surface aerators
10,000
4. Access Walkway & Stairs 10,000
lisc. Equipment & Installation 8,000
Anoxic Reactor #1 By-Passl 21,000
Effluent Pump Station
Pumps and Controls
12,000 ,f100
2. Enclosure
6,000
Nitrification Reactor #'2A & #2B 1,012,000'.
Tank Structures (21 500,000
Aeration Equipment
including Air Supply Compressors and
Enclosure Building
402,000 75,000

REID ENGINEERING COMP + } INC
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: (540) 3'71-8576
Client Name: CBP RESOURCES, INC..
City:: Gastonia
Est. By: JHR
State: NC
Page 5of10
Job No. CYO1
Date: Nov. 19, 1996
DESCRII
ON:
Egtnpmen
Material
lisc� Et
l stall.
oa
Nitrification Reactor (Continued
toxic/Anoxic Cycle Time Control Sys. 25,000
4. Access Walkway & Stairs 10,000
Nitrate Recycle Flow System
500
Rate of Flow Contr
10,000 1,500
Anoxic Reactor
180,000
Tank Structure
150,00()
2. Floating Mixer
25,000
Access Walkway & Stairs
5,000
Aerobic Reactor #4
Tank Structure 52,000
Diffused Aeration Equipment 20,000
Air Supply dowers and
Sound Enclosures
4. Access Walkway & Stairs
19,000
New Gravity Final Clarifier
1. Tank. Structure 97,000
2. Mechanism & Installation
4,000
2,000
58,000 15,000
Sludge Return Pumps 15,000
4. Access Stairs 8,000
5. Center Well Spray System

REID ENGINEERING COMPANY, INC.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
DESCR
ION:
Final Effluent Disinfection/
Post Aeration System
UV Disinfection System
Parshall Flume
Flowmeters
Waste Activated Sludge (IT)
b. Anoxic 7 Day FEB By Pass T)
c. Anoxic 7 Day FEB
Reactor #1 Efflt
e. Return Sludge (I)
Chemical Tanks
State: NC
Equipment
Material
Page 6 of 10
Job No. CY01
Date: Nov. 19, 1996
1.5000
63,000
a. Methanol Bulk Tank and
Accessories
b. Bulk Alum Solution Tank
c. Bulk Caustic Solution Tank
e. Flocculation Tanks for DAF Cell
& Disk Filter
4,500
5,500
5,500
5,000
5,000
21,000
5,000
5,000
1,000
500
500
6,000
20,000
1.0.000
500
500
500
4,000
Total
140,000
72,500
3,500
3,500
2,000
2,000

REID ENGINEERING C©MRA.NM; INC.
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Ghent Name: CBP RESOURCES, INC.
City: Gastonia
Est. By: JHR
S
a
e: NC
Page 7of10
Job No. CY01
Date: Nov. 19
96
Recycle Pipeline to Reactor #1
Conversion of Existing Polishing
Lagoon into Waste Activated
Sludge Aerobic Digestion/Storage
Lagoon
Relocation of existing
surface aerators
Electrical Work
Potable Water (Building & Freeze
15,000
15,000
Proof Yard Hydrants

REID ENGINEERING COMPANY, INC.
21.0 Princess Anne Street, Fredericksburg, VA 22401.
phone: [phone] fax: [phone]
Client Name: CSP RESOURCES, INC.
City: Gastonia
State: NC
Page 8 of 10
Job No. CY01
Est. By: JHR
Date: Nov. 19, 1996
ION:
Equipmen
Material
Misc.:Eq.
Install.
Total
Misc. Site Pipewark
300,000
1. Skimmer influent force main and
effluent gravity line
24-Hour FEB Influent Pump
,000
Station Suction and Discharge
Piping
10,000
24-Hour FEB Influent
Force Main
7,000
4. 24-Hour FEB Effluent Pump
Station Suction and Discharge
Piping
5. DAF Cell influent and effluent
piping
10,000
10,000
6. Anoxic Reactor #1 Influent Pump
Station Suction and Discharge
Piping
10,000
Anoxic Reactor #1 Influent
Force Main
7,000
Anoxic Reactor #1 By -Pass Pump
Station. Piping and Influent Force
Main to Reactors #2A and #2B
10,000
Anoxic Reactor #1 Effluent Pump
Station Suction & Discharge
Piping and Inil'uent Force Main
to Reactors #2A #& #28
10,000

AID ENGINEERING COMPANY, INC.
121.0 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC..
.City: Gastonia
Est. By: JHR
State: NC
Page 9©f10
Job No. CY01
Date: Nov. 19, 1996
DESCRIPTION:
Equipmen
Material
Iisc. Eq.
Install.
Total
Site P"ipework (Continued)
10. Nitrification. Reactors #2A & #2B
Line to Anoxic Reactor #3
10,000
Anoxic Reactor #3 Effluent to
Aerobic Reactor #4
7,000
12 Clarifier Influent & Effluent
10,000
S & Nitrate Recycle from
Reactors #2A and #2B and from
Clarifier to Anoxic Reactor #3 9,000
14. RAS Pump Station Suction and
Discharge Piping 10,000
RAS Force Main from Final
Clarifier to Anoxic Reactor #1 10,000
6. Air Supply Lines to Reactors #2A
and #2B
7. Disc. Filter Unit Influent By -Pass
18. Disc. Filter Unit Effluent
19. Misc. Drain Piping
20. New Final Effluent to Stream
Discharge Outfall
21. PVC Chemical Piping
22, WAS Force Main to Old Clarifier
.c. Piping
40,000
8,000
5,000
10,000
25,000
10,000
30,000
7,000

II ENGINEERING COMPANY, INC
1210 Princess Anne Street, Fredericksburg, VA 22401
phone: [phone] fax: [phone]
Client Name: CBP RESOURCES, INC.
City: Gastonia
Est. By: JHR
DESCRIPTION:
State: NC
Page 10 of 10
Job No, CY01
Date: Nov. '19, 1996
Equipment Misc. Eq. Total
Material Install.
Fine Grading, Seeding and
r ertilization 8,000
Mise Site Work
44,500
Site Clearing & Preparation 6,500
Roadway to New Site 20,000
3. Sidewalks
5,000
4. Erosion Control 4,000
5. Equipment Slabs & Stairway Pads 9,000
c. Walk ays and Stairs
10,000
Walkway Supports, Walkways
& Stairs w/fiberglass grating
Painting and Caulking 18,000
Reuse System 15,000
General Conditions and
Mobilization 16,000'.
Temporary Facilities 4,000
Mobilization 10,000
sc. Equipment 2,000

Operating & Maintenance Cost Estimate
for
.50 MGD Capacity
Wastewater Treatment System
for
CRP Resources
Gastonia, North Carol ina

ANNUAL OPERATION COST SUMMARY OF PROPOSED
CBP RESOURCES
RENDERING PLANT
GASTONIA, NORTH CAROLINA
OPERATING COST .50 MGD(1)
ar
$/I000 Ga1Ions(1)(
Labor
Power
Chemicals
Maintenance
Sludge Disposal
TOTALS
Supply
120,000
340,000
191,000
20,000
120,000
$ 791,000/yrt4 '
.77
2.11
1.22
.13
.77
$5.04/1,000 gallons
(1) 6 day flow = .50 MGD; 7 day flow = .43 MGD
(2) Assuming up to 300 process days per year; treatment plant operated 365 days/year
(3) Not including Depreciation
(4) To comply with Permit Limits of 10 mg/L BOD, 10 rng/L TSS, 1 mg/L NH1-N, 4 mg/L
TN and 1 mg/L TP
LABOR COST
LABOR DESCRIPTION
1 Chief Operator
3 Assistant Operators
TOTALS
Rate/Hr
40
120 $ 18.70/mh
160
$ 750
$ 1557.70
$ 2307.70
$ 39,000
$ 81,000
120,000
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost ornate
Prepared by: Reid Engineering Company, Inc.

POWER REQUIREMENTS OF PROPOSED NEW TREATMENT SYSTEM
CBP RESOURCES
GASTONIA, NC
TREATMENT
UNIT
Skimmer DAF Cell
1-10 HP Recycle Pressure Pump
1-1.5 HP DAF Skimmer Drive
2. Skimmer Effluent Pump Station
2-10 HP Pumps
3. 24 lir FEB
1-30 HP Floating Mixer
1-75 HP Blower
30
1.5
20
30
75
DAF Cell
2-30 HP Recycle Pressure Pumps 60
1-1.5 HP DAF Skimmer Drive 1.5
1-3.0 HP Floc Tank Mixer 3.0
25
1.0
25
65
25
1.0
2.5
7,488
2,190
4,992
8,760
4,380(2)
7,488
2,190
8,760
1.63,374
212,386
139,651
1,634
16,337
5. Anoxic 7 Day FEB Reactor # 1
2-75 HP Blowers
2-30 HP Jet Pumps
1-75 HP Surface Aerator
6. Anoxic 7 Day FEB Effluent Pump Station
2-10 HP Pumps
7. Nitrification Reactor #2
3-300 HP Compressors
4-50 HP Jet Pumps
8. Anoxic Reactor #3
1-30 HP Mixer
9. Aerobic Reactor #4
2-40 HP Blowers
1.0. Final Clarifier
1-,75 HP Drive Unit.
1-3.0 HP Floc Tank Mixer
150
60
75
20
:200
30
80
.75
3,0
130
50
0
543
166
.50
2.5
4,380(2)
8,760
0
8,760
5,256(3)
8,760
8,760
8,760
8,760
8,760
424,772
326,748
0
5 2,280
2,129,090
1,084,803
163,374
228,724
3,264
16,337
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost l ,st mate
Prepared by: Reid Engineering Company, Inc.
2

Sludge Pumps
2-10 HP Pumps (New Sludge Return. Pumps)
1 5 HP Pump (New Waste Sludge Pump)
4-5 HP Pumps (New I)AF Sludge Pumps)
20
5
8
3
8,760 52,280
4,380 9,802
2,190 26,140
2, Chemical Mixers
4-1 HP Mixers (New Cationic Polymer Tanks
4
876 1,960
Chemical Feed Pumps
4-1 HP Polymer Pumps
2-.50 HP Caustic Solution Pumps
2-.50 HIP Alum Solution Pumps
2-.50 HP Methanol 'Pumps
2-.75 HP Polymer Pumps (existing Belt Press
4
1.5 8,760 9,802
.40 8,760 2,614
.40 8,760 2,614
.40 8,760 2,614
.5 4,992 1,862
4. Tertiary Disk Filter
1-30 HP Disk Drive
1-2 HP Backwash Pump
1-2 HP Spray Pump
30
2
25 8,760 163,374
1.5 876 980
1.5 4,380 4,901'
5. W Disinfection
6. Belt Press
1-1.5 HIP Drive
1-.75 HP Cake Auger
1-.5 HIP Mixer
1-2.5 HP Belt Wash Pump
0 8,760 52,280
1.5
.75
.5
2.5
1.0 4,992 3,724
.50 4,992 1,862
.4 4,992 1,490
2.0 4,992 7,448
7. Sludge Lagoon
4-25 HP Surface Aerators
42 4,380 137,234
8. Miscellaneous
10
8,760 52,280
TOTAL
,96LL5
.6 5,669,06
(1) .50 MGD, 5 days/week= .43 MGD, 7 days/week, 365 days/year
(2) With Cycles of 50% time air on, 50% time air off
(3) With Nitrification/Denitrification Cycles (60% time air ou, 40% time air off)
(4) Projected Total Operating Power/Year
Projected Power Cost/Year @ 60/kwh = 5,669,062 (.06) = $ 340,144
Note: Operation of existing Aerated Lagoon #1 to be discontinued except for periodic use as an
emergency storage lagoon.
CBP RESOURCES
Gastonia, North Carotin.
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Company, Inc.
al

CHEMICAL COST
a_ l'olnr for Final Clarifier
1)
2)
e Final. Clarifier operated with chemical flocculate 365 days/year
Estimated cationic polymer dosage = 5 mg/L
days/week
(a) Calculated polymer dosages
@ .43 MGD = 18.0#/day @ 5 mg/
0
24 hours/day, 7
(b) Calculated daily polymer cost @ $1.55/# delivered price
@ .43 MGD = $28/day @ 5 mg/L
(c) Calculated annual polymer cost
@ .43 MGD= $1O,000/yr
b. Cost for pH Control in Activated Sludge Nitrification Process
1.) with denitrification the estimated magnesium hydroxide dosage =
@ .43 MGD = 5,000#/day = 943 gpd @ 43% strength
2) calculated magnesium hydroxide solution cost with denitrification
$.29/gallon delivered price when purchased in bulk
@.43 MGD = $275/day = $1O0,000/year
CBP RESOURC'
Gastonia, North Carolina
Operating & Maintenance Cost Esti r tte
Prepared by: Reid Engineering Coraipany, Inc. 4

c. Am Cost for Phosphorus P
1) Estimated alum dosage = 400 n tg/f. to comply with 1.0 mg/L TP limit
2) Calculated alum useage t .43 MGD = 1,435#/day = 266 gpd of alum
solution
) Calculated alum cost @ 360/gallon = $96/day = 35,000/year
d. Methanol Cost for Nitrogen Rerrtoval
Estimated methanol dosage < 250 mg/L for complete Nitrate removal
to comply with 4.0 mg/L TN limit
2) Calculated methanol useage @ .43 MGD < 1,000#/day = 1.43 gpd of
methanol @ 99% strength
3) Calculated methanol cost @ 870/gallon < $125/day < $46,000/year
e. Pally Chemical Cost_Srirrtma
CHEMICAL
,43 MGD
Clarifier Polymer
Caustic
Alum
$ 28/day
$ 275/day
Methanol
$ 96/day
$.125/day
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estitra tte
Prepared by: Reid Engineering Company, Inc.

Artnual Chen teal Cost Summary
CHEMICAL.
Polymer
Magnesium Hydroxide
Alum
Methanol
TOTAL
.43 MGM (1)
$ 10,000
$ 100,000
$ 35,000
$ 46,000
$ 191,000
(1) 7 days/week; 365 days/year
CBP RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Company. Inc.
6

a.
SLUDGE DISPOSAL COST
➢ated Waste Activated Sludge Generation Rate
#BOD/day into multi -stage activated sludge treatment system =
(.43 MGD)(8.34)(5,525 rnWL)
= 19,814#/day < 20,000#/day
2) # Waste activated sludge c .40#/#BOD
(.40)(20,000#/day) = 8,000#/day
3) Volume/day into Waste Activated Sludge Lagoon @ 1.5% solids
concentration in the sludge return flow =
8,000# dry solids/day
(.015)(8,34)
= 64,000 gpd
Volume of sludge accumulated/day in Waste Activated Sludge Lagoon
when thickened to 5% solids concentration by alternating periods of
digestion/decanting without sludge production after extended aerobic
d➢gestion C .25#/#BOD
20,000# BOD/day (.25)
(.05) (8.34)
12,000 gpd @ 5
©lids
5) Volume of sludge accumulated/day after extended aerobic digestion if
sludge is dewatered on the existing belt filter press to approximately
15% solids concentration
20 000# B©D day i`,25
(.15) (8.34)
= 4,000 gpd @ 15%© solids
CB RESOURCES
Gastonia, North Carolina
Operating & Maintenance Cost Estimate
Prepared by: Reid Engineering Company, Inc.

Estimated sludge laud disposal cost by COMrn
company after extended aerobic sludge digestio
liquid sludge hauling /disposal cost
Estimated bel
rate
gpd .5 = 0/day
sludge disp+sal
35/gallon of,
ss polymer cost ( 50 rng/L cationic poly r r dosage
1,00 glad
4)(50 mom) 5.O1dar
cost 1.5 # delivered 7.5 /day`
Sludge disposal cost apprxin.rately /day if'sludge removal fro;
sludge lagoon in liquid condition n and hauled in tanker trucks to land
disposal site,
C 13RESOURCES
Gastonia, NorthCarolina
Operating . Mainter c. test stinfar
Prepared by: Reid Engine ring C"o up ny, r c

Nitrogen Loading Cottrell tr tion
Fo Spray Irrigation itc For Alto native

Carooina Qy-Pronucts
'Gastonia, NC
JUL 12
AUG T 17,
SEP 12000u
OCT 12,000 d7i
NQW i 12,000,00o-I
TOTALS
vtaukti
t1
w n.Vna ✓QCrre
rime:
NN3
[MO-)
100 Aucs
YEAR 1
N1TROOEN LiALANCE
Whistcvater Spray Irr gallon
Avai6. N1 f p Total N Org-N Lbs NO3 ' Lba N113 Y Lbs Org-N Ltrs Org-N Nitrogen
IrngiLl Applied A aplied 4linrurtblLed Minetalztd Loading
[lb/acre] ( 14ia4rttJ Applied Residual lib/acre)
ei i Lb/acre]
84.07 i ` 2 40; 0.001.4
2401 OOO 01-471
var ror urQi1L1754 aunrcip: :tovratei
240l 0 0 .91.47"
2 40 ' 000, 91-417E
2,40• 0,00 91,4'7'
2.4p 0,90
0'
2.4�.Y 0, 00 01,4.7.
9147
91.471
Q1,47
91,471
t{� Total PAN i Crop N � Ea'c a N
[lb/acre) Uptake ! Mind
tee [lb/acre, 1It".R"ac�.rc
S7 67Y, 1.-� 1il-oo 8:B0
T_ _ 63.63i 25.O043.tta'
?It7,r3.£cl S.ci 43,60i
. 40
......... a'R; __..,, .m......
r 28.C,0
41;
✓1
Carolina Qy,Products
C.aalnnia, NC

Carofinci By -Products
Gastonia. NC
100 Acres
YEAR 1
,1c Kydulic 1 NO3 NH3 Avail, NH3
&dine [moll) *71-j (50%, Volt)
Month (MO4
JA14 I 12, , 07-- 1000-1-
FEB 1 12000i084Th0I 10.001
1— mAR 1. 12,000,000 1,10 10,00 1
APR , 12,0000002,
1.1084 00 10,00"
MAY 1 11000,000 V 110
,.8400, 10,001
JUN , 12 000 000 1 10
, . , .001
JUL -1—is 1 10 ' 94.00 ', 1000 50Q.
AUGo2otr 84..00 ! 500'
SEP iio.TZTioo" 500
CT ' 12,000. i „ , , lo.00r 5,00:
Nov , 12,0000ool 1 io 1340o; io,00j 5,6-31—
DEC i 12,00004201 1 io BA ool 1000l
TO[00,C
NITROGEN BALANCE
Wastewater Spray Inagation
Total N Ofg-N ' Lbs, Org4.1 Lb s 019-1,1 Narogen 1 Derian11- Torii' PAN I Mop N ' EXCe.4 i 14' ' refccdate
(mg() inerstted Minecalzt0 Loading , caori [Ii.C.rel Up143(0 , Applicd NitrDyen. I
Applied Resid:usl I [lb/sore) 1 (lb/acre! 1'oiacre3 : Wave] flig.li'l
,07 , 5,00 240 0,00 91,47 . 22.Efr 7,esTso, io 66, 58 6(T M.:!.-91,
5,130 2.40 t 0,00 L 9147 1 ,22,87, 58.607 25.00: 43,50
...,....,... _
5,00 140 0.001 91,47 2201r 6.8.61 25.00T— 43 5-0
_._ , —
100,00 600 8407„ 5,00 2.40 0 00 . 9147f 22,87! 68.60! 40,00 " 28, 60 0 29
_ .
100.00 800 84,07 i 5.00 1401 0.00i 91,.47` 22,871 66.601 80,00 ', -11 40 ,,-0 i 11
100 00 6001 84.07! 5.00 2401 0,0091,47 72,877 68.60 , 40.00— 28,60 3, gl
1007001, 5,00! 84.07 ' 767007 2.40T 0.00 91,47 22.87 58 50 30 00 38 60 0 39
77ooi :: 84,07; 57661' zao, too el,47i 22,87 , 68,60 300 38,60 ''),..[),„i
190.00 i 80&8407,, 5,00, 2.401— 0.00 . 91.47' 22,87 58,50 45,00 23 50 0 21
600 84,.07 SOOt. 2.40! 6,0ty 91.47t 22,07 6'8.60 , 15.00 5:350 0 54
• 5,00 4o. 000, 91,47' 2287, 6850, 1000, 58607 0 591
84M7 I
6,00 84,07 5„00! - 0 00; 5 —22.8/i 68,50J 10,00 58.50 0
1 009 60 29 1T4380f483J
Crop assurned to las iktrrnuda and Winter Rye
Deratcation values taken trom L1SEPA Process Design Manual for Land Treatment of Municipal Wastewater.
Current mineralization net al, 40% of ORG-N applied.
Was.tewater Spray Irrigation Estimate
100 nip_ Total N l'2105196

Caro3c�
,C,0r,.lrlr„0 NC
100 Acrk .
rr.,AR `i
NITROGEN EIALA 4C E
Waulewellet Spray Imgabon
Nli3' Total N O N Lbs NO3 X.ba NIi3 6 Lea Org.N Lbs Org-N Le* Orrg-N
VoI.) Im4+LJ IrrIG.4-3 Aapliod I Applied RAinerr eG Year 2 r Year 1
�rt.1 Cirdarrf!
! Ors/so/el Appha4 1 Residual d Remiduot'
r'<'r?l 1 Lt ltereL (IWacrej
t34.t37 p 2.4� 7.1 0 61 '
4.0 ._.__ s.._ F 1
04.pr S€}t3 � 24i?i 21�j 0,61
84,0 Sc'U 40 1ii GG1t
2.40 t11 1 0
eTt.
AUc; 2 40 .
riV�.,_.......,.a_.�e..
glop assumed to be 6errnuda and Winker Ryre
C enkrikaton values* taken from USEFA Pru:;cas De jrr Manuel for L.rfrld Trcatmerxt o1 MI m1pai Wastewater
Cwrent rrunfeafcxaeon set a1 40% of QRir N appfrad.
Year 2 ra4idual mineralization set ,t 35 % of remaing ©rg-rN rppl ed dunng year 2
Year 1 ree,i lu4 irtiner r eatacri set at I T% of remaining Org N appeed during Year 1.
yed.,,..tewerer Sf>•`ay ifegaoon 6somate
1fit;. rngiL i nrai N
! 1'ntd PAN
{kola~ -`re) lr
061_

6.1,!roarlar, Fly-Prock,,:eta
Caw:: 44, NC
12.
FE8 112,
: LIAR t 12, 0 , 1,101
# APR 112003,003 1.10
MAY :12,000000 1,10y 84.40,
JUN ,12„000 MO
JUL 112,000,050
i, ao LIT).
1 SO , 84,00 i 10
--- A7C-61 - --'f'2,-Wo&) I lol ii4-Tto lo co —
SEP"- Th2:6E6099 ' 4 lo &a a) 1-67-to 5--cZ7-----
.. bc- L._ t 1 2, CO3,- 1,10 , 64.00 CO ' 5 00 • -
I,/ 12,003 COO; ii� 1dc0: 5 00 :
1I-ff;137 1- CO 5-05 '.,,
IOU AC4C,E.
YEAR 4
NITROGEN BAIANCL
Waste...data Spray Ink:Fano:,
1 Avail. NH3 y N Org-N Lbe NO3 , Lbe NH3 I Lbe On4-14 UR, Org-N L14 -N
(U.N. WA urngill impit) Applied 1keneraLoaa Yaw 3 Year 2
irr964 Weasel Appkel Residual Residual
Lb s Org:49 ego" 1 Cainlyri- , T0taJ PAN : Crop to
, I
Yew 1 Loading y eabon y ikdazra) ! 11-FM4k0F
R :44sickeal iljblaceol i itivocrel i j pia/aural
plaiacre :
--KOS 105,1Z 'b7103 ! 2:40 io 102 02994.'34 : 10.00 '---a:04. 5647
5_00 1 1CX/00-T 4J 5.001— 2: . 94,041 0001 94041 2503' t4404 , 0 69
5001 160.001 . .00 i f1 0,261- 94.04 ' c,.--.674-7----(57,61
1 loam I ,e 5,00 240t 1021 0 201 94.04 000 • 04' ,-7.-- 0,541
.007 6031 8407 5„64711Thof 1261 1„02 1 029 84iT oui1E45765: 1.10.4 o.14 ';
6, . 5,00 I
1 . I 3, 1„26-1--- to2 ,. 0.29i ._1_ 40,60 ' 54.047 0 54,,E
L001 , 7 J 5..03 1 2_401_ 1 1 -1027 0, 20.1 64,04 ,, 0. ! .1,,0 00 , 6404 0 64
6, L., 64.07 : 5.00 2.4o i
172-761 - - 1,02 '.,
0,29: 54 04 , 075
11-10 00 ! 64 0,1 0 04 !
6.00 : 8407 " b 00 ! i•io; 1,26.! 1,02 0.29 ' 94.04 0 00 45 i.`4) 49 04 0.49
CO 1 Ti:i)777 5.4)-7 'ficir' 1.::$ . 1,02 , 0,207- --.4041 0 00
00 ; 64,011- 500 : 27401! 1.26; 102------ 0,391 04.04 0.00 0404 16 00 F14.04 0r '04
,... 84 97 : z4o', 1.26 ' 1 Ci2' . "j , 54 04' - 0 C.C! 5434 FOC.0
— „ . 04.04 0 04
1ao1 017 ifit -- Is 1 12 i II -..11. el, .11', mo ; 764T r,
Crop assumed to be Bermuda end Winter Rye
Denitreioa5en YaFulaa taken team USEPA Proocao Dedrafl Manual Ire Wind 1-1061117,10111 Of kildlOpat Waeleriatei
Cre1nurFaraktabon tat id 4.0%. I Org--N app6ed
Year 3 11Stift*4 minaralCatkn zi,et at 35% d filMairIng Org-N appied axing Year 3
Year 2 residual mmeraaration act at 17% et fornering Org.N applied dulno Year 2.
Year 1 reaiduoi mnwr.jise4 at 6% tat remaining 0rg-F4 appiectdurng Year I
Viastawater Spr ay lrni Etstimato
I CO rrsgil Total. N
C x.cer.c N Pwcr.iato
. Apc4.1 N4.:090/.,
[lei:acre) 10t1

N Ir101 "AS-0 001.
A'K'uuroa txnll•fxul Ac,`15 ;eremal<em
T, Avg, Aq d *raw* At) PozIgn %M a pave brie':tic�r,+w R rar p ,nea,i,
Pr4,4 Gwv>p Coofeklt N-0,0 ,p %2 r iPM vYtem*vamu z 10. ,
E )00A 6,1, 0 P0* C1-C1Q Pot iNkr-,!Or -?u" Imnp!vr e i A
1.4W 00)1117It o .10 %Sl" 02 wA ucontmucA.r.w ryrtixswi w ,aaA
m ena rrda❑rs '(!cs �w� vyra�, , s+O* Pl- tfC ri �u oes pr w�1 n�5
1 P(R'I fii ar.xmt 0 WOCIci vd35n worn fe'i **nfe, uc•c-vivrx-Q
PIiZ{ gn4M 'pc+► ra+.LLua[j. ary 04- P"rmvEon
saY A
S3?1;I' (Y)1.

Carolina Ry-Pm.JucN
Gaston
100 ATeS
YEAR 1
NITROGEN BALANCE
Wastewater Spray Irrigation.
i Waatewritrl HydraL.:Le i NO3 i NE13 I Avail NH3 I Total N [ Or 1 Lbs NO3 Lb NH3 tit4 Org-N1Lbs ON Nitrogen 'Den1rl- ; Total PAN • i14-op N , EL,,;:ee's % . c..,•,,,,„:,,;rDLc,, '; Month , pal) [Woe,Paiik4
i Appao01 i Loading invi_.1 irrig/14 1(50%1/00! [mgil.) (mil Applied
Im0/14 I [lb/acre] .MineratzediMineratzedi Loading
Applied 1 [ itta/acrel 1 (itilacre. , 1iptake [ ApioIii.1 ' Nirogi,
Rezadua1
,
[
[ ;itii8cre; r ptv,icii-1 (mg:14
Jik),i 12750-0:1350---
10,
.
5; 100 15. 115 Thoo
flbiac,?1_40i fib/acre!
fob , 6 -- --i614,m15) 2%40' _
0.1X) 191,55[ 47,59 ,:
,12000 .10 0.00 101.55i 4:/ 813! TI;18,06„ 2'.:, 110 tiiiiit, 1 19 %
APR ' il 000 o ...,_ .
MO' 184' .---/Tir,— 5 100,
164, 10. 5. -10,0 6., 184;15' ,., , .240i 0 00. 191.55. 47 80. 14,::.64.;
MAY 1.2,000 ' , 10' 5,[. 100: 6 i 104,15. 5.00: 2,40. 0.00- 19-1-55i 42.80; /43 66 .0
LlJ ,N 12000000, 1 10 10: --kr - 115 --7--- - - -.„ - ---- 246'T----OTO:0---i:9iT!7;57-" --errT11---- i -I-JAr'''''''" ''„% ' -''. CO
JUL 12000 000 1,10% 10 _......„.„ „ „ . _
. _ .._ .,......__
100% e 184 15 5 00 2.40 0.00 191,55! 41.89' 143 66 40 ' t (
. 160 6 164.16% 6,00 — 2,40 9.00 191.55 47.85 143 66" 10 IL?
AUG 1 12003:C00 '' 1, TO 7--164- ---- - Jo 7------ —517----.76(Y---- -6-7 i 847i-67 --Tad '-- : 274b. 666--- —167657 ----4T..6V ----ia) ,4i---• • ----Li .3 -,-;E-„-- .1
sep ,1-27:666 lib! _ 164, . ___ ib,. . --- -
__. ..._. . , ..„.
icco7--- --',7- 164.15 ,2, 40 ._ _____„__ __ .. ___ „,.....
:-_- TX:1' 12,6-K0901 " 1:161:— 14.7 -10 ; 70::: C '17-4' F5% '''
_ ......,_ . 0,00 1.11.55, 47,89 I43 -66 4O 0
__
NOV -172 000 660 i 77-7:17-0 ia7 ibi - — -Lay 6.60 161,5:7 4,'-'8,.§— — i.7.T6-6---------- —T,-:'--- ---I2•5-‘-,:c""
2 4.0
'-: DEC 14,000.,_ _ 1.101 184 : : Ifir
,-.., ___ ___ , - „..„ ,
100" —274' 0:— -- —0.06' 191,55: 47.89. 14:1.66
61 _ ;64—:57----- —6 „ . __. _ _...... . __ _
164.15; , 2,40 0,00' 19155, 47.89: 11.3 86
/14 X0 i 1 i,i• i
Crop assumed to be Bermuda and Winter Rye
Denftnfication values taken from BSEPA Process Design Manual for Land Treatment of Municipal Wastewater.
Current mineraiization set al 40% of ORC,,--N applied
41/ a.S.i erer.d e imijaiicm Estimate
205

Cart,!lila El.v..Produc-..
100
YEAR 2
Ni TROCEN BALANCE
Wawa -water Spray Irrigabon
:Ledcwat ki rao o I NO3 i NH3 i Avail. NH3 ' Total t4 Org. N Lbs NO3 - kit13 .. Lbis Org-N l Les Crg„N '1 Nitrogen ! Derwrif,:- 1 %Le' PAN! Ci up
Month A4*41fict. L--ng I mg:1-1 ' 1111,111.- !PO% Von rng4-1 inVA-1 APINitx1 i aLzecil Year 1 Loading : cat,on : fra/ocroj ; Llpiako-- ; Appeeo i Nr!rc,,gen
pal] On/ I frnci/LI [Ibiacre) Cre)Apiied c464cittal ! [Inracre) pt./acre) ; i prilacrei r:Lvacrel [rn.;-:./LJ
:12,000 0001
12006,000: 1.10:
110 1*-47---
8-4 :
10r
10
_
. . 5_06 i _ aclire410 li steer el
,r 2.40 1-.72; 19261 48.20 144,01;
i.
9 15 1'
ii,000..000 1. '. 10'1 -
,16; - 7-- -5:7401 1..267 192.81-: 48J'l,20. 144 677 215°
2'5 115 61
1.26 ; 192,81i ,18 2W 144 61'
1
JUN ' DrA000;
4t-IL 000 ogp — 1.10
a66,6007 fi'6
1 .1
1, io !
ilo
184 :
1n4 ,
ipi _ 13-0
....___.
—1-0—
"..........„........._
10 '
0i 5.
10 i
5,
5,
5i
,
100
100,
100 .
100
6 104. is
6 84,15
6 i , ''t i
157.
'-;4--
5 00:
5 00,
..., " - 2,40 •
240
2,40
2240 ' 1.2e 192, ei : 4e,23 144,61"
1726- -1.2..eit 46,2o 144.61'
1,20 19281 i 4820 14401
1.2C 192.81j 48 20' 144 61'
85
40 10-1 01
40 101 (31
TE-,0 12 1 10'r lel. 10 .. 5 100 .,,
1 i 5
.......
..„.
1 -.'„'6 192,81 -18_20 144 61 3C...i 114 “1
2,40
r 12. i ' 1 101 18,i, ,..,
10;
5 '
10'31 -67 iskis 5..1)07-- 2. 46— TO.-§i7------Tfir?'.6 1 44C 1 .30 414 C 1
_.........._.,...____,,,_ .
'4,3T 184 16 : ' 5 00; 2.40 1.26 192 81, 48.20- 14-4,f31
NOV 2 1710 1 1 a:il - — 1 1 — wor 6 , 184:151 500r 2.40' -- - ,
----p-t-t-Tv - -Li . -,,--6-4 - Tol -- 102.61 : 48:-:‘,0' 1.4461 ' 10 134.61 1..25.
00a; - 6 la4,:i. 5,60- 2 4.0; 192 81 - 4.8-70/-- 144 6.17- 10: 13-4 61 35"' 1-2.17d-_,.- J1440000001- - ...
:-
...
Crop S&&I1Id to be Dermtioa and Winter Rye
valirec taken trom USEPA Ptcx, De......-Ls4gn manual for Land Treatment of Municipal Wastewater
Current mineralization set at 4034 cl ORG-N appiped,
Year 1 residual minerakzation set at 35% of remaining Org-N appfied,auring Year
wastewater Spray imgazion Estimate
200 rrit Total N
3517 3.",;o 13!5

NC
TO
Crop MOSiYr.e+;.-u cer rt:vam.r rs X., MOW' Ryn
ur&5 m ,',an Isom. USEPA Procaza Dat:igrt Manual for Lan0 Treatment of Municipal W+astewat'er
Current reintrra zaton set at 40% of Of u.N appal.
Year 2 rosvductl mineral:wean set at 3 % of remairut Or9-N lipped during yew 2,
Year 1 rr',aidual minera►zrtia set at 17% of cernairtinp Org-N appLeeLduerng Year 1,
NH3
1010-1
100 Acr c€
YEAR 3
Nl?ROGEN E;ALA:NCE
Waatcwalcr $pray Irrhkjon
Avail. NP4 Total N O rp-N
(50:4 Va k) Invt) ifop L)
ImD44
Lbe NO3
Apdied
Wacre)
Wdt,lewdter Spray lir4;ta!lorl EA,amate
NH3 ^ Lba Ory.N ! Lbo OWDN Y Lb& Or -N
Applied ManOfatZerd Year 2 l Year 1
pb,acrej Applied Rceidual Remduaf
acrid, I Db/acrej poiauel
2.40 2 10 i
2,40
2,40
2 4b
230 r'n ,q Total :J
Nf7+ en
Lo4cing
purdcrel
Denrr'th- ' ToLY PAN 1, Crap N G+tce&& N Pe,uc`dle
can [.ryacrej r Uptake Nifro
ApGv r'd , e n
ivacmrc; (Itv:zue) lrvac TI
1i.27' 3
194.27,
191.27: .

Crop asturned to be
Danitrifi a bon i3lturs io;
Currant minara4taticn trot at
Year 3 resaUal trintralizaban
Year 2 resiatai ntiiareralLrvom
Yeao 1 r wl na'nrd'u',at»n
ziuycrrx
'f'EFR 4
NITROGEN aALANCFi
WaswvwtitrSpray imga on
dd and Wir tat Ryr
an USE<PA Prccets �fdr+lvt:+nual log" Land Try-wt.-malt ©1 fdtirriip.ii t, a&tevratcre
t)raa a1' Org -N appfed,
sat at. 35% of vmnaini g 04.0"4 acOati thong Year 3
sat at 17% of remaining Off 44 swio4 l&S J Year �.
act at 8% of rcrneirar l Or"p-N apybod.tiuring Your 1
b4Ybw:irn $.v.ray f,er>ya!xx, Eatirnata
200 a v4/L T.tai N

al .a u F,y-Ynv, v r2.5
Gaaiorner„ NC
u 1Xi ACRES
YEAR 5
NfTROGEN t3ALANCE
Wedreekeer 5 ray Inn
NFt3 AYa+L NE S iota N ClrieN
14Y1A4 8 5O%" it.' (n101,1
TCY7JA�.S�
Crap ascvrnr d to be Bermuda and WimMrr Rye
Deolt ikaLrn vatuee Wuxi horn U SEPA Prow, ':s De.r.11 �f for t ara l it+aate c
Correa reenerairmiirxa sot el 4 %cod ORCr-N applied,
Year 4 pew'. er rroneraidaurn art a'Af3i% of Or{}'N dppikal ckrtlp yeia 4.
Yore 3 roc cal rrinerrauttAiCrcai e d et 17% r+f rerneirt;ng Orcyle applied drxirp Yea 3
Year 2 rperckel rororal eriev+ Pei at B% of Ore N appeal duoduon2 Year 2.
Year 1 reesrival raunerakiaecw as .erred I CO% Miami iami Cy were crap W Year 5.
War .titer Spray irorpwe LIPnate
Lea 1403
Applied
ZOO rrSy't Tote! N
0 N 1 LAc Orq-Nw '2 ] Or() � FS , NtioDo
Ye'Yew 1 ' Loa i
RAW Roe:dual preaanj
0.48
©.48
Do o6t06 , tn,u: PAN N l P:ar N
canon = LlteeC 2 J
[Veers) 1:
48 167

C„arc4ona By-1''s'rnuusts
G ionra, NC
FE'.
MAY
JUN
AUG
SEP
C
TOT
100 Acres
YEAR 1
NITROGEN BAl 10E
Wastewater Spray irrigation
i : !i NO3 NH3 1 [!Avail. NH3 (I( Total N1 [C�rg,,I L,os NO3 I Lf SS° NH3 i.ps
., F 'ti) ( ) I(50%%Vott.)i jm /L1 [rn IA tJ Applied I Appried
(R+Gt•) $ ) Oh/mere] [Ituacre]
1.10 i _ ... 2s_ 10'
a 1 )a9�) 284.23 a 5i? 2.40
S0 2$4y 10i _ .5 1 0 284.23) .00 440 t3 0 284i 10i 5 ___.
100 284r23 1 � 00 i 2.40 r 0.
0a 2#1t_ .0 1 284:23t 240i 0.,_
0 284. 10 t 4Q ..
000
0 0 00_
0-N t Nitrogen 1 Dcnitari-. . Total EAN. Csuo iv
ocr Loading j catron , [bblac.e) , Uptake
)it/acre) 6 [Ik+acre] (ft�acre)
284 1: fl.� .0,.
1t1: 25
` 2t13,Uf1 i0 pp 10' 284 10 5 ,. 284 3 5.00 2 0,00 3
110 264 i0 " 103; 0' 284423' a.00 240 w.0,00,29
1.10i o 284 i 10 5 100: 284.23 i a. 4 0 00
1 10' 284 I 110 r Ioo 0 i 284.23 5. i 29
4t Q00=
Crop assumed to be Bermuda and Winter Rye
f enitrificabon values taken from USEPA Process Cx::igrt Manual for Land Treatment of Municipal Weste v,mter.
Current mineralization set et 40°% of 0RG-N appiied,.
tvastea ater Spray Irrigation Estimate
300 mg/L Total t+'
1
72 10_. K}t3.72
5.72
J2 1 t#t 2 c1 itt r
72 91 . 18 7
1608-07
72 91 215.72 72
f 21872 fa0072
72.41 218.72 i Jt3.72+
72,91 18.72 10
Nrtrcxger+
[rn!

E3y,4,7Is
G4a., NC
100 Act es
)(FAR 2
NITROGEN EIALANCE
Wastewater Spray Irrigation
kAiasie,wiile Hyr,tra ale 1 4O3' N1-13 ; Avail. NH3 I Tota$ N Org-N Lb s NO3 Lim Nt-t3
'LtMAR 12,000,0001
APR '120;00
FEB ,;• ;12,CX)0,00(1,
, JAN 12000
Month I (Gall (iniacloAl
MAY 12
, Applred- Loadinv
;
1,10I,
1.101 ,284;
1, 'Col ::;a4' - io ,
1,16-r- 2641
1,10,
2 , (rr,g/Ll ; (50% Volt)1 (itigilj [mg/LI ( Applied Applied
'10! 1r; -
10' -57.
10;
10 i
' ErNA-1 1
5;
5. 100
5 ; 1TXJ1
1
1CTO '
` t
,
; ; flerel (lb/acre]
.,,„ ,_284.23 ; 5,0{;7"- 2 40 T--- 1,26 i 292.89 I 73 22:— 2197 8'
28-4231
2a4,z3.,.
2S4.23; 5.001 2.40; - 1.26! 292801 ' 73 22 r -,-:'.io 1,3'•1
28.4.23
500i 2,40I
. 137acre1 ,L ;116facrel „I
i , Resjdoal IlWacrel ; fltriacrel ;
2.40; i 26 I 292.89 i ',7327; 219 6,7
,p4 il, u,,,,ttathipi_N; Ni.cricleifiun r; EiLnt+tortrri;. Tmit7A;1; al-^,.;-;N tiCr4roapke,N;.; ; ;',....;Jr,r..pots..„. IN Pr;40itirco,,i1J-cratc,co !;
1.26 i 202.89; 73 22! 219 C7;
4-.- ....., f .IWacrel Iltlii,crej 0,-,,,j..11
'20 , 134 8 --L1'; 916°-
2 194 :6/: - -1:1-5:::.,
40 179 97
;0 :21"t..J ,.
.
JUN 1 2,, ,00b' 1 ro-,------ 284
„
10/7- 5'. 100 5.007 2.401 1.28J 292 8gf— 7322 219 7 80
6 204,23 5 GO 2.40' 1 261 292 80' /3 72 219 57 40 179 57 1 80
21.17 ---.tio -
AUG 12,000,0007 1.10
SEP 17 o6crqc,o :
JUL 12,000000
1 10
284 1-0 '
284
284
107 5 — 100. - -6 I 28-4.3
5
5 100,
160 6 284723 5 00
6, 284,23 500 ,
5 00: 2 40
2.40
2.40
1,26:— 292 89
1 26,i 292,89' 73 72. 219 8;7
73 2:2 21,997 .- ,
30 155; 6/
',..0 189 67
1 76'
1 00
5 — 1-0-9T- CI-I-282423-
. _
...._
____,,,...
NOV 12,r)oo,booi 110'
DEC 12(200000: 1,10
_-
2'84
28.4; _
-1_2!.
1 o
D'S 6j '2'
10077 - 6 , 28.4 23 ' ,
240 44II 1,261 292 8,9 I 73 22 219 67
1.26:1 297_89; 73.22 219,67 _ 35 _ 1 i'4 6/
;KJ 20967
92
1973
TOTALS T171-4000000] ; 22,100 .267- 2,81 2:2 2.191 '-'117 ' 10 709 57
Crop a-5Surred to No Bermuda and Winter Rye
DenitrifJeadon values taken from USEPA Proc er.s Design Manual for Land Treatment of M unjcipal Wastewater
Current mineralization set at 40% o!ORGN applied.
Year 1 residual mineralizalen set at 35% of remaining Org-N applied dunnq Year 1
1'fastewaler Spray ir ga8co EsKrnale
,-.40 ;Toga Iota) NI
3S1-51-7 87pj- 76361 360, 0270 I

C..Tckma hay Prone
C;a onra, NC
auk,
ing
100 Acres
YEAR
NITROGEN OALANC;E
Wastewater Spray Irngaoon
Avr1ilTota.I N Org-N
(50% VO4.p t ) (mom.]
tmi'(d
12,006, 7 10 *284' 10t
l � 12 OtK1 fk30 e _ 1.1C0 2e4
P� 12-RCO t o m 284 °6
12„.Gik70t3d _,.._ i.tdt 284 30�AA
284
2e41
284 10?
JUN
JUL
AUG
5i
Crop esoumeed to be Bermuda and Winter Rye
Derrttrltion values taken from US EPA Proce a Deaign Manual for Land Treatment of Municipal Weetkrwater.
C anent mine+rafiaabon sal at 40% of ORG. N appkit
Yea+'2 residual miner: ivabor set at 35'4 of rerun© Org-N applied during year 2.
Year 1 residual miner ytion se at 17'..4 of remarking Org-N ennead during Year 1.
Ltls NH3 Llr6 Org-N Ibs O
Aptied Mineratsrd I Year 2
1& cr J MU+led Rerdun
Pe ewe1, ithfaciLsQ.
2,40 2,1.0
1Nastevater Spr8y Irr anon, 300 mg.t. Tory N
2,401 210
2.401 2.10
2.470T 2.10�
24p 2.10I Q S
2.4010
2A0' 2107
2.40 2.10
240, ._. .. 210 ..
2.40 2.10: ..
2.40 2.10
2.40 ;
Tots: P.rth9! ;asp N ; Excer-F.. N
(thrartmj uptake. Aripl,ecf
racy crer ( goieccel
25 1 C;8776-_
i sirs /i;
a

,Wastewater' Hiydrtai;
Aop+ed' Ldadrtti
Per) [e1Jasiwit)
1.10
Crop assumed tr. be Bermuda and Welter Rye
Cenetrrlicatinn vakJee taken kw USLPA Frwas¢
Current rn:,erakation set at 40% CO Orp-PJ op- .d
Year 3 rasidi.ol m na:rakmzicn not at 35% % aarrJain O ©glad dump Year 3
Year 2 rettklu 1 moveraliution sirs at 17% or weakling Orp-N applied d+rrinq Year Z
Year 1 recLf sal minomlit.aten eat at EN col mina -nil. CO-N eppiud.:rfxina Year 1
1tbArxe.
YEAR
NFTFJO(iFN HALANCE
Wautraxa IN Spray it iax
oral N
Lan
Orp-N Lb¢ NO3 ibr NJt i Lb¢ G rci J � cab
on 8 Yn
Lb¢ Orq.,N 1 Tt ©rq N LX . C�yt.I r Nrtrayw: 4.- wall• , 1ot: PAN , :aka• ' N 3.v ps.:.. N{�TKTr'Ll 1 �! 1�'ir'u'rrtsp;'X�teti � Y � sir 1 L� 1e-�nCl n (1 .` bY,xr'of dpryF+,r (.�P3cd
moot* R
�
SJistrtatutt rwu � Ftrr lsal # J3nwdtaal (ikemrraJ = tie:kue) Crt'a rel Ltk.',ar_T
284
Treatment of Utruev l Wmgrwveter,
300.n9ii Tow N
9 s`KY�.^Hn

l.Qu ccrE
_SLZ
. dkur Fart, K.H:w RAA
'331.41V"1VII N3908.1 1
S1131
33rfw cam:
10�
Jiruna L.N11eCtiu! .lads �v;rxw4�xryh
I-
I.I,..
ucws

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
DIVISION OF WATER QUALITY
September 9, 1997
Mr. Van M. Jones
Environmental Manager
CBP Resources, Inc.
5533 S. York Road
Gastonia, North Carolina 28052
Subject: NPDES Permit No. NC005011
NPDES Permit Issuance
CBP Resources
Gaston County, NC
Dear Mr. Jones:
Our records indicate that NPDES Permit No. NC005011 was, issued
on October 1, 1997 for the discharge of wastewater to the surface
waters of the State from your facility. The purpose of this letter
is to advise you of the importance of the Permit and the
liabilities in the event of failure to comply with the terms and
conditions of the Permit. If you have not already done so, it is
suggested that you thoroughly read the Permit. Of particular
importance are pages four and five.
Pages four and five set forth the effluent limitations and
monitoring requirements for your discharge (s). Your discharge (s)
must not exceed any of the limitations set forth. The section
headed "Monitoring Requirements" describes the measurement
frequencies, sample types and sampling locations. Upon
commencement of your discharge (or operation), you must initiate
the required monitoring. The monitoring results must be entered on
the reporting forms furnished to you by this Agency. If you have
not received these forms, they should be arriving shortly. If you
fail to receive the forms, please contact this Office as quickly as
possible. It is imperative that all applicable parts of the form
are completed, and the original and one copy are submitted as
required.
The remaining Parts of the Permit set forth definitions,
general conditions and special conditions applicable to the
operation of wastewater treatment facilities and/or discharge(s).
The conditions include special reporting requirements in the event
of noncompliance, bypasses, treatment unit/process failures, etc.
Also addressed are requirements for a certified wastewater treat -
PO, Box 29535, Raleigh, North Carolina 27626-0635 Telephone [phone] FAX[phone]
An Equal Opportunity Affirmative Acton Employer SO% recycled/ Id% pot-consurner paper

Mr. Van M. Jones
September 9, 1997
Page Two
ment plant operator if you are operating a wastewater treatment
facility. Any changes in operation of wastewater treatment
facilities, quantity and type of wastewater being treated or
discharged, expansions and/or upgrading of wastewater treatment
facilities must be permitted or approved by this Agency.
Failure to comply with the terms and conditions of an NPDES
Permit subjects the Permittee to enforcement action pursuant to
Section 143-215.6 of the North Carolina General Statues. A civil
penalty of up to $10,000 per violation (and/or criminal penalties)
may be assessed for such violations. If you find at any time that
you are unable to comply with the terms and conditions of the
Permit, you should contact this Office immediately. A Consent
Order may be necessary while pursuing action to obtain compliance.
As a final note an NPDES Permit is nolmally issued for a five-
year period. Permits are not transferable. If you as the
Permittee, cease to need this Permit, then you should request that
the Permit be rescinded.
As mentioned previously, the purpose of this letter is to
advise you of the importance of your NPDES Permit. Please read the
Permit and contact this Office at 704/663-1699 in Mooresville if
you have any Questions or need clarification. We look forward to
providing any assistance.
Sincerely,
A-) 4,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
DRG:lb

State of North Carolina
Department of Environment,
Health and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
DIVISION OF WATER QUALITY
December 5
Mr. E.R. Olberding, Vice President
Carolina By -Products Resources
5533 South York Road
Gastonia, North Carolina 28052
Subject:
Dear Mr. Oiberding:
1996
Addendum to Compliance Sampling
Inspection
Carolina By -Products WWTP
NPDES Permit No. NC0005011
Gaston County, NC
This letter is an addendum to the Compliance Sampling
Inspection Report for the inspection conducted at the Carolina By -
Products WWTP on July 31, 1996 by Patricia Beam of this Office.
On December 3, 1996, Mr. Van Jones, the Operator in
Responsible Charge (ORC), met with Patricia Beam and John Lesley
with this office to inspect the operation of the wastewater
treatment plant. At the time of the inspection, the mixed liquor
in the aerated treatment lagoon was normal in appearance (color)
and odor, and the solids in the clarifier were settling well. The
offensive odor in the lagoon and the bulking sludge in the
clarifier observed during the July inspection were no longer
evident.
There was a slight odor near the two polishing lagoons;
however, it was fairly typical of wastewater and was not offensive.
The first polishing lagoon (which contains aerators) is currently
being operated anaerobically so as to reduce the possibility of
odors. The ORC indicated that the aerators would be utilized
during cold weather when odors are expected to be less of a
problem. It is suggested that sludge which has collected in the
polishing lagoons also be removed.
Composite effluent samples were collected during the
inspection. Results from the sampling analyses will be forwarded
under separate cover when available. Please attach this letter to
the inspection report dated August 16, 1996 to complete your
records on the inspection. A copy of this letter and the results
should also be forwarded to the Operator in Responsible Charge.
919 North Main Street,
Mooresville, North Carolina 28115
Voice 704-663-1699
FAX [phone]
An Equal Opportunity/Affirmative Action Employer
50% recycled/10% post -consumer paper

Mr. E.R. Olberding
December 5, 1996
Page Two
Carolina By -Products Resources appears to have greatly
improved the wastewater treatment plant operation. This effort is
to be co ended and is appreciated. If you have any questions,
please do not hesitate to contact Ms. Beam or me at [phone].
PB
Sincerely,
)
Rex Gleason, P. E.
Water Quality Regional Supervisor

To: Permits and Engineering Unit
Water Quality Section
Date: March 18, 1992
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Gaston
NPDES Permit No.: NC0005011
MRO No.: 92-16
PART 1 - GENERAL INFORMATION
1. Facility and Address: Carolina By -Products Resources
5533 S. York Highway
Gastonia, N.C. 28052
2. Date of Investigation: February 12, 1992
3. Report Prepared By: Michael L. Parker, Environ. Engr. 11
4. Person Contacted and Telephone Number: Mr. Van Jones,
ORC; [phone]
Directions to Site: The facility is located on the northbound
side of Highway 321 approximately 0.25 mile south of the
junction of Highway 321 and SR 2416 in southern Gaston County.
6. Discharge Point(s), List for all discharge Points:
Latitude: 35° 09' 42" (discharge 001)
Longitude: 81° 11' 22"
Latitude: 35° 10' 09" (discharge 002)
Longitude: 81° 11' 36"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: G 14 NW
7. Size (land available for expansion and upgrading): There is
ample area available for the construction of additional WWT
facilities, if necessary.
Topography (relationship to flood plain included): Rolling,
3-8% slopes. The WWT facilities are not located in a flood
plain area.
9. Location of Nearest Dwelling: The nearest dwelling is
approximately 1000 feet from the WWTP site.

Page Two
10, Receiving Stream r Affected Surface Waters: Crowders Creek
a. Classification: r
b. River Basin and. Subbasin No.: Catawba 03-08-37
c. Describe receiving stream features and pertinent
downstream uses: The receiving stream appeared to he
somewhat turbid, however, good flow was observed. This
stream originates within a very industrialized area near
the City of Gastonia and includes several permitted
dischargers. All other uses would be of an agricultural
nature prior to the stream entering the Catawba River
(Lake Wylie). A nearby municipal WWTP (Crowders Creek
WWTP), under construction at this time, will eventually
eliminate many of the existing dischargers in this
drainage basin.
PART II - DESCRIPTION. OF DIE0HARE AND TREATMENT WORKS
Type of Wa.tewater: 0.6% Domestic
99.4% Industrial
Vc'iurn of .tewater: 0,720 MGD (Cooling Water)
0.257 MGD (Process Water)
Types and quantities of indUstrial wastewater: The
wastewater generated at this facility consist of
noncontact cooling water (outfall 002) and wastewater
generated in the rendering of inedible animal by-products
(outfall 001),
Prevalent toxic constituents in wastewater: This
facility has established a consistant compliance record
with respect to toxicity (see Part III, No. 3).
Pretreatment Program, (POTWs only): N/A.
Production Rates (industrial discharges only) in Pounds: 1.6
million pounds per day.
3. Description of Industria1 Process (for industries only) and
Applicable CFR Part and Subpart: The industrial process
consists of the rendering and recycling of animal by-products
(obtained frommeat packing, poultry processing plants, etc,)
in the production cf animal feed ingredients and animal fats.
CFR part: 40 CFR Part 432, Meat Products; Subpart Renderer,
4. Type of Treatment (specify whether proposed or existing):
Existing WWT consists cf a series of aerated lagoons, a
clarifier, a flow recorder, gaseous chlorine disinfection
facility with contact basin, effluent post aeration facilities
utilizing a diffuser manifold, and a sludge filter press.

Page Three
5. Sludge, Handling and Disposal Scheme: sludge lids)
recycled back through the rendering process after passing
through the filter press. The permittee does have available
on- ite storage facilities (earthen basins) in which solids
could he stored, if necessary; however, there are no current
Plans to use these facilities.
Treatment Plant Classification: Less than 5 points; no rati
(include rating sheet), Class II
SIC Code(): 2077
Wastewater Code(s);
Primary: 14
Secondary: 23 02
8. MTU Code( 31500
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only)? No
Special monitoring request: None at this time.
3, Additional effluent limits requests: This facility has
exceeded the 1.5 million pounds production level as specified
in the current NPDES Permit. Therefore, effluent limitations
as noted in the current Permit for production above 1.5
million pounds will apply. In addition, toxicity monitoring
should be included in the Permit.
Air Quality and/tor groundwater concerns or hazardous waste
utilized at this facility that may impact water quality, air
quality or groundwater? The permittee has obtained. AQ Permits
for this facility. Hazardous waste is not utilized at this
facility. Several of the existing WWT basins at this facility
are of earthen construction. The GW Section should be made
aware of the existence of these facilities for any
input/concerns theymay have.
PART IV - EVALUATION AND RECOMMENDATIONS
Since the NPDES Permit was last issued, Carolina By -Products
Resources (CEPR) constructed a clarifier to better control solids
in the tratment process. Also, the addition of a diffuser manifold
prior to entering the chlorine contact basin has improved effluent
D.O. by 1-2 ppm, There have been no other changes at this facility
since, the Permit was last issued. All existing WWT facilities were
in good. operational condition and. appeared to be functioning
properly.

Pending receipt and approval the ALA, i1 is
the Prti be r+nr
i htu e of r Preparer Date
ended

bon • High Purity Oxygen System .... , 20
Diffused Air System ........... 10
Mechanical Air System (fixed,
floating, or rotor) ...... .. » .. 8
Separate Sludge Reaeration ... , . 3
Trickling Filler -
High Rate ............. . 7
Standard Rate ............ 5
Packed Tower.....,...... 5
iotogicat Aerated Filter or Aerated
Biological Contactors .... • .......
d filler•
intermittent biological ....... .
recircula ling biological ....... .
Clarifier ...............................
(6) TERTIARY OR ADVANCED TREATMENT UNIT
(a) Activated Carbons Beds •
without carbon regeneration ........
with carbon regeneration ..........
(b) Powdered or Granular Activated Carbon Feed -
without carbon regeneration ..............
with carbon regeneration ... . ............. .
Air Stripping .......................... . .
Denitrification Process (separate process) ....
Elecirodialysis .. . ................... , .... .
Foam Separation
(c)
(d)
(e)
(I)
(2)
(h)
10
10
2
3
5
5
15
5
10
5
5
5
Land Application of Treated Eflluenl.
(see definition no. 22b) (not applicable for
sand, gravel, stone and olher similar mining
Operations)
.:(r) on agriculturally managed sites (See def.
No.4) ................. ................ 10
(ii) by high rale infiltration on non•agriculturatty
managed sires (includes rotary distributors
and similar fixed nozzle systems) ........... 4
(iii) by subsurface disposal (includes low pressure
pipe systems and gravity systems except at
plants consisting of septic tank and nitritica-
()) Phosphorus Removal by Biological Processes
(See def. No. 26) . ................
(k) Polishing Ponds • without aeration . .
with aeration .. , .
(I) Post Aeration -
diffused or mechanical . .
(m) Reverse Osmosis ... . ......
(n) Sand or Mixed -Media Fitters
(o) Treatment processes for removal
(p) Treatment processes for removal of toxic
materials other than metal or cyanide ..... , . .
n) SLUDGE TREATMENT
(a) Sludge Digestion Tank - Heated ........ . ... .
Aerobic .... _ ......
Unheated ......
(b) Sludge Stabiliratirrn (c ternicsi or thermal) ..
Gravity ... ...... ,
Vacuum Assisted ... ,
(c) sludge Drying Beds -
(d) Sludge Elut►iation .. .
(e) Sludge Conditioner (chemical or
( I ) Sludge Thickener (gravity) .. ... .
(g) Dissolved Air Flotation Unit
(not applicable to a unil rates as (3) (i) ...
(h) Sludge Gas Uti$izalion (including gas slbrag
4
5
20
15
10
5
3
5
2
5
5
5
5
0) `Stud
ank - Aerated . , `g 5
Non•aeraled . . .. , , 2
star - {not including acts "sated
carbon regeneration) •. 10
(k) Vacuum Filler, Centrifuge or Filter Press or other
similar dewatering devic
(1t) SLUDGE DISPOSAL (including incinerated ash)
(b) Land Application (surface and subsurface)
(see definition 22a)
-where the facility holds the land app. permit ... 10
-by contracting to a land application operator who
holds the land apptication permit .. , ... • 2
•land application of sludge by a contractor who does
not hold the permit for the wastewater treatment
facility where the sludge is generated ....... , 10
(c) Landlilted (burial) ................ 5
(9) DISINFECTION
(a) Chlorination
(b) Dechtorination . .
(c) Ozone ..... . .
(d) Radiation ..... .
(10) CHEMICAL ADDITION SYSTEM (S) (See definition No. 9)
(not applicable to chemical additions rated as item
(3) (j), (5) (a) (xi), (6) (a), (6) (b). (7) (b). (7) (e).
(9) (a). (9) (b), or (9) (c) 5 points each: List:,
ELLANEOUS UNITS
olding Ponds, Holding Tanks or Settling Ponds
Organic or Toxic Materials including wastes
rn mining operations containing nitrogen and/or
phosphorous compounds in amounts significantly
greater than is common for domestic wastewater .,....,... 4
Effluent Flow Equalization (not applicable to storage
basins which are inherent in land application systems). 2
Stage Discharge (not applicable to storage basins
inherent in land application systerrts..................................
Pumps...,... _., ......._ ._.� .
Stand•By Power Supply. , ..._._...„....
Thermal Pollution Control Device .. ..... ..........,......,........,... 3
TOTAL POINTS
CLASSIFICATION
Classt..............._......_.......,..............., 5 - 25 Points
Class II.... �.......... .........»...... 26. 50 Points
Class ill....s.„. , . ,� __,__.�,,•_ 51- 65 Points
Gass Iv........_ .......,..... ..............._ 66- Up Points
Facilities having a rating of one through four points, inclusive,
do not require a certified operator. Classification of all other
facilities requires a comparable grade operator in responsible
charge.
5
5
5
5
Facilities having an activaled sludge process will be assigned
a minimum classilicalion of Class 11..
Facilities having treatment processes for the removal of metal
or cyanide will be assigned a minimum classification of Class 11.
6 Facilities having
2 of phosphorus wilt be assigned a minimum classification of Class`
(ft,
atment processes for the biological removal

RATING SCALE FOR
CLASSIFICATION OF FACILITIES
Name of Plant:
Owner or Contact Person:
y -/ /,c 7T r /QeSc uee
j%vaes
Mailing Address: 5533
�57 AJ,p , _ C2
County: &457 ,,j
NPDES Permit No. NC00,,5;9/
IssueDate: 57084/ Expiration Date: 92 d 73/
Existing Facility New Facility
Rated By: 141C I./AC Aflk E&
Date: qx0 3 i
Reviewed (Train. & Cert.) Reg. Office
Myi
Telephone: 10
Nondisc. Per. No.
Reviewed (Train. & Cert.) Central Office
ORC Tow. s
POINTS
Industrial Pretreatment Units and/or
Industrial Pretreatment Program
(seeNdetinil'ion No. 33)
nF� FLOw OF PLANT IN GPD
(not applicable to non contaminated cooling
waters, sludge handling facilities for water
purification plants. totally closed cycle
systems (del, No. 11). and lacitiiies
consisting only or Item (4) (d) or Items (4) (d)
and (11) (d))
0 — 20.000 ... ,
20,001 50,000 .. .
50,001 •• 100,000 . ,
100,001 -• 250,000 .. ,
250,001 -- 500,000....
500,001 •-1.000,000 , ....
1,000,001 -• 2,000,000 , , .. , , : .
2,000,001 (and up) - rate 1 point additional for each
200,000 gpd capacity up to a
maximum of 30
Design Flow (gpd) : 150
(3) PRELIMINARY UNITS (see definition no. 32)
(a) Bar Screens.,,.....,...
or
(b) Mechanical Screens, Static Screens or
Comminuting Devices ..... , .... .
(c) GritRemoval ...,,,,,....,.,.r.,....,,.
,.
or
(d) Mechanical or Aerated Grit Removal , .
(e) lbw Measuring Device ....... •
or
(I) Instrumented Flow Measurement •
(g)Preaeration..............................�,.�
(h} b+lluenl Flow Equalization
(i) Grease or Oil Separators . Gravity. • - , , •
-
Mechanical... .. ,
Dissolved Air Flotation.
(i) P
10
Grade
ITEM
(4) PRIMARY TREATMENT UNITS
(a) Septic Tank (see definition no. 43) , .
(b) Imhoff'Tank .......... . ....... . . .
(c) Primary Clarifiers .. , ....... * #
(d) Settling Ponds at Settling Tanks for Inorganic
Nontoxic Materials (sludge handling facilities
for water purification plants, sand, gravel,
stone,' and other mining operations except
recreational activities such as gem or gold
(5) SECONDARY TREATMENT UNITS
2 (a) Carbonaceous Stage
3 (i)Aeration - High Purity Oxygen System .... .
Diffused Air System , .. , . , ..... .
Mechanical Air System (fixed,
8 floating or rotor) ......... . ... .
Separate Sludge Reaeration ... .
Trickling Filter
HighRale,....,,»,....,.,,.,
Standard Rate ................
Packed Tower ...............
(iii) Biological Aerated Filter or Aerated
Biological Filler . . . . . . ..............
(iv) Aerated Lagoons . ......... . .. . .... . .. .
(v) Rotating ;Biological Contactors
(vi) Sand Fillers-
intermittenl biological .
recirculating biological .
(vii) Stabilization Lagoons ..................
(viii}Clarifier ........ . .. . ........ . •
(ix) Single stage system for combined
carbonaceous removal of BOO and
nitrogenous removal by nitrification
(see del„ No. 12) (Points for this item
have to be in addition to items (5) (a)
(i) through (5) (a) (viii) .....
(x) Nutrient additions to enhance BOD
rerovit,. ...................... .,..
(xi) Biological Culture ("Super Bugs') addition
to enhance organic compound removal ....

CYCLING«T t N . t t7t L.RBUS NESS
December 2, 1998
Mr. D. Rex Gleason, PE
Regional Supervisor
Division of Water Quality
919 N Main Street
Mooresville, NC 28115
Subject: Discharge No. 001
NPDES No. NC 0005011
CBP Resources
Gaston County, NC
Dear
This is to notify you that at approxinnately 1600
discharge ceased to Crowders Creek. Discharge
already applied for a General Permit to maintain
Also, on this date Mr. Roberto f.. Schell
discharge weir for 001.
Gastonia Division
CBP Resources, Inc.
hours on December 1, 1.998, the subject
No. 002 is still active and we have
this discharge.
of your Office, was on site and observed the
Should there be any questions, please let me know.
Sincerely.
n
Environmental. Manager
Cc: Mr. Tom Gibson, Valley Proteins, Inc.
5533 5, York. Rd. •Cadcria. NC 28052 • 704_4 9941t • Fax # 704..
61 9252 • Direct Daa6 Number:

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Van M. Jones
CBP Resources
5533 S. York Road
Gastonia, North Carolina 28052
Dear Mr. Jones:
April 7, 1995
Cie NA
APR :l 3
DIVISICA ERROPMTAL
Subject: NPDES Permit Issuance
Permit No.. NC000SO11
CBP Resources
Gaston County
The Division is forwarding NPDES Permit No, NC0005O11 issued April 7, 1995.
The following paragraph addresses the issues raised regarding the draft permit. This
permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1
and the Memorandum of Agreement between North Carolina and the US Environmental
Protection Agency dated December 6, 1983.
Flow has been limited at 0.257 MGD as requested. Also, the monitoring
frequencies in this final permit reflect the classification of your plant as a Class II facility.
Since intensive monitoring on Crowders Creek indicates that this discharge has a high
potential to impact the receiving waters during short periods of highly concentrated organic
loading, concentration limits cannot be deleted from the permit as requested.
Based on the City of Gastonia's present history of compliance, the Division has
altered the tie -on language accordingly. Please note that the Special Condition in your
permit (Part III G.) requires tie -on to Gastonia's regional WWTP within 180 days of
availability. However, it has been determined by the Division through intensive water
quality studies that discharges upstream of Lake Wylie, including this discharge, need to
control nutrients through the application of best available technology which is economically
achievable (BAT). An alternatives analysis should be undertaken to compare the costs of
upgrading this WWTP to meet monthly average limits of 1 mg/1 (total phosphorus) and 6
mg/1 (summertime total nitrogen) versus connection to the Crowders Creek WWTP (Part
III, Condition H.). This analysis should be completed by March 31, 1996.
If any parts, measurement frequencies or sampling requirements contained in this
permit are unacceptable to you, you have the right to an adjudicatory hearing upon written
request within thirty (30) days following receipt of this letter. This request must be in the
form of a written petition, conforming to Chapter 150B of the North Carolina General.
Statutes, and filed with the Office of Administrative Hearings, Post Office Drawer 27447,
Raleigh,North Carolina 27611 -7447. Unless such demand is made, this decision shall be
final and binding.
Please take notice this permit is not transferable. Part II, E,4. addresses the
requirements to be followed in case of change in ownership or control of this discharge.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer SO% recycled/ 10% post -consumer paper

This permit does not affect the legal require requirements to obtain other permits which may
be required by the Division of Environmental Management or permits required by the
Division of Land Resources, Coastal Area Management Act or any other Federal or Local
gave ntal permit that may be required.
If you have any questions regarding this `t, please contact Mr. David Goodrich,
at (919)-733-5083, extension 517.
ntral Files
Roosevelt Childress EPA
Mooresville Regional Offir 1
Pe Is & Engineering Unit
Facility Assessment Unit
rator Training d Certification Unit
Aquatic Survey and Toxicology Unit
Sin rely,
Origin
did gen
A. Preston Howard, r. P.F.

Permit No. NC0005011
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision 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,
CBP Resources, Inc.
is hereby authorized to discharge wastewater from a facility located at
Gastonia Division
US Highway 321
Gastonia
Gaston County
to receiving waters designated as Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts 1, II, and III hereof.
This permit shall become effective May 1, 1995
This permit and the authorization to discharge shall expire at midnight on September 30, 1996
Signed this day April 7, 1995
Original Signed By
David A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

i hereby auths n ed to:
Pertnit No NC0005011
SUPPLEMENT PE COH
CBP Resources. Inc.
I . Continue to operate a OE2 2 MGD wastewater treatment facility(puff all 1 and large
non -contact cooling water footfall 2 located at Gastonia Division, US Highway 321,
Gastonia, Gaston County (See Part Ill of this Pe t), anand
2 , Discharge from said treatment works at the location speciled on the a ched rt ap into Cruwders
Creek which is classified Class C waters in the Catawba River Basin.

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A. ( ), EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC00050.1 I.
During the period beginning on the effective date of the perrnit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial. number 001.. Such discharges shall be limited and monitored by the perrnittee as specified below:
Effluent Characteristic
Flow
BOD, 5 Day, 20 °C
NH3 as N
Dissolved Oxygen
Total Suspended Residue
Fecal Colitorm (geometric mean)
Oil and Grease
Total Nitrogen (NO2+NO3+TKN)
Total Phosphorus
Temperature, °C
Chronic Toxicity**
bs/dav
Mon. Avg. Pally Max
340 680
140 280
420 840
200 400
Discharge Limitationt
Mon. Avg.
0,257 NCO
158 mg/I
65 mg/I
KortItoring
Measurement
FrefuLenCY
Continuous
317 mg/I Weekly
131 mg/I Weekly
Weekly
Weekly
400 /100 ml Weekly
Weekly
Quarterly
Quarterly
Weekly
Quarterly
RequIrements
Sample
Type
Recorder
Composite
Composite
Grab
Composite
Grab
Grab
Composite
Composite
Grab
Composite
!_S_a_mpt
Location
I or E
E
E
E,U,D
E
E
E
E
E
E,U,D
E
* Sample locations: E - Effluent, I - Influent, U - Upstream at US Hwy 321, D - Downstream at SC Hwy 654. Upstream and Downstream
monitoring is to be conducted three times per week during June, July, August, and September, and once per week during the rest of the year.
**Chronic Toxicity (Ceriodaphnia) P/F at 3%, August, November, February, May, See Part 111, Condition E.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall he monitored three times per week at the effluent
by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC00050l I
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 002. Such discharges shall be limited and monitored by the .perrnittee as specified below:
Effluent Characteristics
Lbsi'd ay
Mon. Avg. Daily _Max
Flow
Temperature, °C"
Total Residual Chlorine—
Monitoring
Measurement
Frequency
Semi-annually
Semi-annually
Semi-annually
Requirements
Sample
Type
Estimate
Grab
Grab
'Sample
Location
E
E
E
* Sample locations: E - Effluent
THERE SHALL BE NO CHROMIUM, ZINC, OR COPPER ADDED TO THE TRATMENT SYSTEM EXCEPT AS PRE -APPROVED
ADDITIVES TO BIOCIDAL COMPOUNDS.
**The temperature of the effluent shall be such as not to cause an increase of the receiving stream of more than a 2.8 °C increase above the
natural water temperature and not to exceed a maximum of 29 °C.
***Monitoring requirements for chlorine apply only if chlorine is added to the treatment system.
The pennittee shal.lobtain authorization from the Division of Environmental Management prior to utilizing any biocide in the cooling water.
The Permittee shall notify the Director in writing not later than ninety (90) days prior to instituting use of any additional biocide used in the
treatment system which may be toxic to aquatic life. other than those previously reported to the Division of Environmental Management.. Such
notification shall include completion of Biocide Worksheet Form 1.01 and a map indicating the discharge point and receiving stream..
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part III Permit No, NC0005011
E. CHRONIC TOXICITY PASS/FAIL PERTs/HT LIMIT (QRTRLY)
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 Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 3% (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 the effective date
of this permit during the months of August, November, February, and May. Effluent sampling
for this testing shall be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
F. Nutrient Condition for Permits Without Phosphorus Limits
This permit may be modified, or revoked and reissued to include an effluent limitation on nutrients
for this discharge depending upon the following:
I. The findings of a study by the Division of Environmental Management determine nutrient
control is necessary.
2. Local actions do not successfully reduce the nutrient loading on the receiving waters.
3. The onset of problem conditions in the receiving waters.

P
CEP Resources
Perm"t No. NC t t *5011
C. This discharge has geted for removal from the Crowders C k drainage basin
through connection to the City of Gastonia C wders Creek Wastewater Treatment
Facilities. Upon the demonstration of compliance with NPDES Permit NC0074268 by the
Crowders Creek Wastewater Treatment Facility to the satisfaction of the Director of
Environmental Management and the availability of a sewer connection to the Crowders
Creek system as the most environmentally sound alternative of the reasonably cost-effective
alternatives, this discharge shall be eliminated within one hundred eighty (180) days of
notification by the Division.
H. CEP Resources shall submit an alternatives analysis showing present values costs
associated with meeting monthly nutrient limits of 1 mgil (Total Phosphorus) and 6 rrigfl
(Total Nitrogen) versus the present value costs associated with connection of this discharge
to the City of Castonia's C wders Creek WWTP. This analysis shall be due to the
Division by March 31, 1996. The original and one copy should be mailed to:
D - Lion
Permis and Engineering`Unit
P.C. Box
Raleigh, North Carolina 76 -0

RATING SCALE FOR CLASSIFICATION OF FACILITIES
(3)
(Mailing Address:
County: 345 A)
NPDES Permit No. NC©0
IssueDate: c??08-+/
Existing Facility
Rated By:
Reviewed (Train. & Cert.
Reviewed (Train, & Cert.
ORC hJ T s
Industrial Pretreatment Units and/or
Industrial Pretreatment Program
efinition No, 33)
FLOW OF PLANT IN GPD
pplicable to non -contaminated cooling
waters sludge handling facilities for water
purification plants, totally closed cycle
systems (def. No. 11), and facilities
consisting only or Item (4) (d) or Items (4) (d)
and (11) (d))
0 -- 20,000 . �,
20,001 -- 50,000 ,
50,001 100,000 ,
100,001 -• 250,000 ,
250,001 •• 500,000..
500„001 ••1,000,000 , , .
1,000,001 •- 2,000,000 , , .... ,
2„000,001 (and up) - rate 1 point additional for each
200,000 gpd capacity up to a
maximum of 30
es
r 'Suutees
Telephone: O'10
Nondisc, Per. No.
Expiration Date: 92 73/
New Facility
Name of Plant: /9)&4)4-
Owner or Contact Person:
55-3)
C
KC t�fl�(r Date: 9'2
Reg. Office
Central Office
Grade
PINTS ITEM
Design Flow (gpd)
PRELIMINARY UNITS (see definition no. 32)
(a) Bar Screens .................•.....
or
(b) Mechanical Screens, Static Screens or
Comminuting Devices ,, , , , , ,, , , , , ,
•
(c) Grit Removal .. , .....
Of
(d) Mechanical or Aerated Grit Removal ,
(e) Flow Measuring Device , . , .... , , ,
or
(t) Instrumented Flow Measurement
(g) Preaeralion .. , ... .
(h) Influent Flow Equalization ........ •
(i) Grease or Oil Separators • Gravity .....
Mechanical _ . .
Dissolved Air
(j) Prechiorination
Flotation,
10
2
�i)
5
(4) PRIMARY TREATMENT UNITS
(a) Septic Tank (see definition no, 43) ..
4 (b) Imhoff Tank ............ ....A...........,..
(c) Primary Clarifiers . • , ....... • . , , , . ,
(d) Settling Ponds of Settling Tanks for Inorganic
Nontoxic Materials (sludge handling facilities
for water purification plants, sand, gravel,
stone,' and other mining operations except
recreational activities such as gem or gold
mining) ................
(5) SECONDARY TREATMENT UNITS
2 (a) Carbonaceous Stage
3 (i)Aeration - High Purity Oxygen System . , .
Diffused Air System . , , . • . , ,
Mechanical Air System (fixed,
8 floating or rotor) .. , .. „ ,
Separate Sludge Reaeralion .. .
Trickling Filter
High Rate ....... . .......... .
Standard Rate ...............
Packed Tower ...............
(iii) Biological Aerated Filler or Aerated
Biological Filler ... , • ... , , . • .........
(iv) Aerated Lagoons .....................
(v) Rotating Biological Contactors
vi) Sand Filters•
lnlermittent biological
recirculating biologi
(vii) Stabilization Lagoons ..... , . , , . .
(viii)Clarifiee ............................
(ix) Single stage system for combined
carbonaceous removal of BOO and
nitrogenous removal by nirrihcalion
(see def. No. 12) (Points for this item
have to be in addition to items (5) (a)
(i) through (5) (a) (viii) . . . ... . ...... . .. .
(x) Nutrient additions to enhance BOD
removal...............................
(xi) Biological Culture ('Super Bugs') addition
to enhance organic compound removal • • •
PC

(iv)
(v)
(
Aeration • High Purity Oxygen System ... , . 20
Diffused Air System ....... - ... 10
Mechanical Air Syslam (fixed,
floating, or rotor) 8
Separate Sludge Reaaration , .... 3
Trickling Filter -
High Rate .............. 7
Standard Rale ............ 5
Packed Tower.,.,........ 5
Biological Aerated Filler or Aerated
Biological Filter , , , , , , , , ,
Rotating Biological Contactors .. , .... „
Sand Filter -
intermittent biological , • .. , y
recirculating biological ..
) Clarifier......-,v..............
TERTIARY OR ADVANCED TREATMENT UNiT
(a) Activated Carbons Beds -
wilhout carbon regeneration .... , ...... , „
with carbon regeneration .. , , , , , , , , , , , ,
Powdered or Granular Activated Carbon Feed
without carbon regeneration . , , „ . , . , .....
with carbon regeneration . . .......... . .
Air Stripping ......................„...
Denitrifica1ion Process (separate process)
Electrodialysis . . ..... . ... . ...... . .....
Foam Separation
lon Exchange ........................
Land Application of Treated Effluent
(see definition no. 22b) (not appticable for
sand, gravel, stone and other similar minin
operations)
�(i) on agriculturally managed sites (See de
(b)
(c)
(d)
(e)
(1)
(g)
(h)
(i)
(i)
(k)
(I)
Post Aeration
5
15
5
10
5
5
5
g
(i) Sludge Holding Tank - Aerated ,
Non -aerated ,
(j) Sludge Incinerator - .(nol including activated
carbon regeneration) , , 1
Vacuum Filter, Centrifuge or Filler Press or other
similar dewalering devices .. . . .. . ........ . . . . . �t
SLUDGE DISPOSAL (including incinerated ash)
(b) Land Application (surface and subsurface)
10 (see definition 22a)
10 -where the facility holds the land apppermit
-by contracting to a land applicatio pe ator who 1 0
2 holds the land application permit .... , ,
3 -land application of sludge by a contractor who does
5 not hold the permit for the wastewater Treatment
facility where the sludge is generated , „ 1 0
(c) Landlilled (burial) .... , . . . 5
(9) DISINFECTION
5 (a) Chlorination „ .. .
1 5 (b) Dechlorination
(c) Ozone..,,,,._,
(d) Radiation
(10) CHEMICAL ADDITION SYSTEM (S) (See definition No, 9)
(not applicable to chemical additions rated as ilern
(3) (1), (5) (a) (xi), (6) (a), (6) (b), (7) (b), (7) (e),
(9) (a), (9) (b), or (9) (c) 5 points each; List;
(ii) by high rale infiltration on non -agriculturally
managed sites (includes rotary distributors
and similar fixed nozzle systems) ......... „ q
(iii) by subsurface disposal (includes low pressure
pipe systems and gravity systems except al
plants consisting of septic tank and nitrifica-
tion lines only) only).....
Microscreens ..................... .,,A,. 5
Phosphorus Removal by Biological Processes
(See del, No. 26)............................. 20
Polishing Ponds - without aeration
with aeration ....
(rn) Reverse Osmosis
(n) Sand or Mixed -Media Filters - low rale .. • .
high rate,....„..
(o) Treatment processes for removal of metal or
(p)
(6)
diffused or mechanical .
Treatment processes for removal of toxic
materials other than metal or cyanide .. - , - .
(7) SLUDGE TREATMENT
Sludge Digestion Tank • Heated .. , .
Aerobic ....
Unheated .. , . , ..
Sludge Stabilization (chemical or thermal) .
Sludge Drying Beds - Gravity .....
Vacuum Assisted , .
Sludge Elulriation . - . - , , , ,
Sludge Conditioner (chemical or Thermal)
Sludge Thickener (gravity) . , ., ....... , . .
Dissolved Air Flotation Unit
(not applicable to a unit rates as (3) (i) _
Sludge Gas Utilization (including gas storage) . .
4
2
15
5
10
5
3
5
2
5
5
5
5
)
(8)
MISCELLANEOUS UNITS
(a) Holding Ponds, Holding Tanks or Settling Ponds
for Organic or Toxic Materials including wastes
from mining operations containing nitrogen and/or
phosphorous compounds in amounts significantly
greater than is common for domestic wastewater .. q
Effluent Flow Equalization (not applicable to storage
basins which are inherent in land application systems). 2
(c) Stage Discharge (not applicable to storage basins
inherent in land application systems_ 5
(d) Pumps....„......,_........_ ............................. .... ... .............................. 3
(e) Stand -By Power Supply„ 3
(i) Thermal Pollution Control Device.,....,..,.3
(b)
TOTAL POINTS
CLASSIFICATION
Class I.,. 5 - 25 Points
Class II ............................. 26„ 50 Points
Class IV.....................„...,,_.r..., 66- Up Points
Facilities having a rating of one through four points, inclusive,
do nol require a certified operator. Classification of all other
facilities requires a comparable grade operator in responsible
charge.
Facilities having an activated sludge process will be assigned
a minimum classification of Class II,
Facilities having treatment processes for the removal of metal
or cyanide will be assigned a minimum classification of Class II.
5
5
5
5
5
5
8 Facilities having treatment processes for the biological removal
2 of phosphorus will be assigned a minimum classification of Class;
rFt

ATE F NORTH CA, OLiiA
LINTY OF CAS 'CN
v.
kph;
Jwti
CES
Petit1orx r
FILET
OFFICE OF
GASTONIA DIVISION
NORTH CAROL I NA DIVISION. OF ENVIRONMENTAL )
MANAGEMENT
Respondent
IN THE OFFICE OF
ADMINISTRATIVE HEARINGS
95 EHR 048E
AMEND}'.,
ULINCZ ORDER,
The undersigned has established the following Soh, eduling Order,
This Scheduling Order may be later amended in the discretion of the
Administrative Law Judge, based upon information provided in the
parties' Prehearing.Statements, The parties will be notified of any
change by way of an Amended Scheduling Order.
The hearing fa
Ncr:th Carolln
this contested case will be sche %lied in
for the week beginning. Sep
2. Discovery shall be completed on or before 4 gust
IT IS
This the
o ORDERED
day
Phipps
ni strat'ive Law Judge
:9
4

STATE C '0
T U 1 5 2
OF NORTH
OFFICE. OF GeV L',COkNSEL
RECEI1ED
NC,
COUNTY OF GASTON
CEP RESOURCES,
DIVISION,
Petitioner
v.
NORTH CARQLIN DIVISION OF
ENVIRONMENTAL MANAGEMENT,
Respondent.
GAST-JI.1
REEVED
4, 2 1995
N.C. ATI RNEY
EnvirorentaiDsjon
THE OFFe' OF
g414VE'
HA, 04
Inaccordance with the Order for Prehearing Statements in
the above-capticned case, the Petitioner CEP Resources Inc.,
Gastonia. Division (CEP) respectfully submits to the Office of
Administrative Hearings the following Prehearing Statement.
Petitioner rserves the right to supplement or modifythematters
addressed in this Prehearing Statement as the proceeding
progre
1. The issues to be resolved, and the statutes, and
legal precedent involved.
sue to be Resolved
a, Did Respondent deprive Petitioner of property in
issuing Permit No. NC0005O11 with the requirements contained in
Section I.A. (containing ammonia concentration limits) and.
Section IIT.H. (requiring an extensive cost analysis)?
b. Did Respondent exceed its authority or
juridiction in issuing Permit Norc000soll with the
requirements contained in Section I.A. (containing ammonia
concentration limits) and. Section III.H. (requiring an extensive
cost analysis
rights?
thereby substantially prejudicing petitioner
0 2

pipir T H1� 1 4 75
h-'
c, Did Respondent aot erroneously in issuing Permit
No. NC0005011 with the requirements contained in Section I.A.
(containing ammonia concentration limits) and Section III.H.
(requiring an extensive cost analysis) ?
d. Did Respondent act arbitrarily or capriciously in
issuing Permit No. NC40O5O11 with the requirements contained. in
action X.A. (containing am onia concentration limits) and
,ion III. T. (requiring' a'n extensive cost analysis)?
Statutes and Rules Involved.
N.C. Gen. Stat. § 143 °215
N.C. Gen. Stat. S 143-215,1
Y.C. Gen. Stat. § 150B--22
15A N.C.A.C. 2B.O214
15A N.C.A.C. 2B*O405(e)
2. Statement of the facts and reasons supporting
Petitioner s position on each matter in. dispute.
a. Petitioner is a North Carolina corporation with a
rendering facility in Gastonia, Gaston C«ou,nty, North Carolina.
b. Petitioner was issued a revised NPDES permit can
April 7, 1995. This permit contained pound and concentration
limits for ammonia. Prior to this time and for several years,
Petitioner has conducted its operations pursuant to an NPDES
permit with only a pound limitation for ammonia.
c. Petitioner has historically operated icorpl.i,ance
with its permit ammonia pound limit and there is no eviden
that
such operation has had any adverse .impact an human health, the
environment or the receiving stream. The stream not only .s
adequately protected by the pound li-nit in the current permit,
2

V
is

T' F—! ! e 4 4
A list of proposed witnesses.
Van Jones, CAP Resources
Other witnesses that Tnay be identified at a later date
4. Discovery.
CB? anticipates that discovery can be completed in the
time set in. the Scheduling Order.
5. Location of hearing.
The location set in the Scheduling Order ' is fine.
5. Estimated length of hearing.
CBP estimates that the hearing will last 1-11 days.
7. Telephone numbers and addresses.
CBP is represented by Smith Helms Mulliss & Moore.
Date by which Petitioner will be ready for hearing.
CEP anticipates that it will be ready for hearing by
the date set in the Scheduling Order.
9. Other special matters
CAP is not aware of any other special ;natters at t:.hi
time.
This t
COUNSEL;
e_
day of May
Raina._ rngi OBryVan
NC State Par 'o. 12913
Attorney for Petitioner
SMITH HELMS MULLISS & MOORE, L.L.P.
300 N. Greene St., Suite 1400
Post Office Box 21927
Greensboro, North Carolina 27420
Telephone: (910) 378*5200
4

T W I l,J
OF NORTH CAROLINA
OF (I)'GASTQN
(Your Name)
A I)
bout which you are
Ib7 �CE OF
ADMINISTRATWE AI Ir, GS
PETITION
FORA
CONTESTED CASE HEARING
d hereby ask I r a contested case hearing 39 provided for by G.S. I50a,23 because the:
(4)
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(borne of agency)
hawing* how you believe, you have been ha r 'aed by the state agency or boat )
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nal lloccls and arac"
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runt your names µ.
ign
Beeausc of these facts, the agency has:
of grepertyl
pay a fine or civil penalty,
tantiahy prejudiced my
used on these facts the agency
ceded its authority or jurisdiction;
roper prueedtare;
or ea.x rig €ous.
irc.:i by law or rule
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°ou Snt:s't trtr;i r:r deliver a COPY to the Slate Agency r<an c&i on line (3) of form, Please indicate below
CERTIFICATE OF SERVICE
i certify trot tg s Pctita n has be n acre°ed ort ttlsc State Agency narre4 below by cp ;;itit g a copy a" it =tea th i":`tcd
fsrate3 postal Sor'ic with sufficient postage Off by delivering it to the named agency -
Served Ur,t
(it) 1 nath3.tt1 .
and A. Prest
3
(Arne Kitn d Whianatsb E a,)
N"a ut. l b ry.St s
(l4) 'his the 3 day of _May , 1995.
(15)
Ff , rawer 27447, R lei h, NC 2 611-7447,
:OPY to the Qt` „sc of
H.,.0

State of North Carolina
Department of Environment,
Health and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr„ Governor
Jonathan B. Howes, Secretary
Linda Diane Long, Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
April 18, 1995
Mr. Van M. Jones
CBP Resources
5533 South York Road
Gastonia, North Carolina 28052
Subject: NPDES Permit No. NC0005O11
CBP Resources
Gaston County, NC
Dear Mr. Jones:
Our records indicate that NPDES Permit No. NC0005O11 was
issued on April 7, 1995 for the discharge of wastewater to the
surface waters of the State from your facility. The purpose of
this letter is to advise you of the importance of the Permit and
the liabilities in the event of failure to comply with the terms
and conditions of the Permit. If you have not already done so, it
is suggested that you thoroughly read the Permit. Of particular
importance are Pages 4-5.
Pages 4-5 set forth the effluent limitations and monitoring
requirements for your discharge(s). Your discharge(s) must not
exceed any of the limitations set forth. The section headed
"Monitoring Require ents" describes the measurement frequencies,
sample types and sampling locations. Upon commencement of your
discharge (or operation), you must initiate the required
monitoring. The monitoring results must be entered on the
reporting forms furnished to you by this Agency. If you have not
received these forms, they should be arriving shortly. If you fail
to receive the forms, please contact this Office as quickly as
possible. I have enclosed a sample of the "Effluent" reporting
form (DEM Form MR-1), plus instructions for completing the form.
It is imperative that all applicable parts be completed, and the
original and one copy be submitted as required.
The remaining Parts of the Permit set forth definitions,
general conditions and special conditions applicable to the
operation of wastewater treatment facilities and/or discharge(s).
The conditions include special reporting requirements in the event
of noncompliance, bypasses, treatment unit/process failures, etc.
Also addressed are requirements for a certified wastewater
treatment plant operator if you are operating wastewater treatment
919 North Main Street, Mooresville, North Carolina 28115 Telephone [phone] FAX [phone]
An Equotl Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Mr. Van M. Jones
April 18, 1995
Page Two
facilities. Any changes in operation of wastewater treatment
facilities, quantity and type of wastewater being treated or
discharged, expansions and/or upgrading of wastewater treatment
facilities must be permitted or approved by this Agency.
Failure to comply with the terms and conditions of an NPDES
Permit subjects the Permittee to enforcement action pursuant to
Section 143-215.6 of the North Carolina General Statutes. A civil
penalty of up to 810,000 per violation (and/or criminal penalties)
may be assessed for such violations. If you find at any time that
you are unable to comply with the terms and conditions of the
Permit, you should contact this Office immediately. A Consent
Order may be necessary while pursuing action to obtain compliance.
As a final note, an NPDES Permit is normally issued for a
five-year period. Permits are not automatically renewed. Renewal
requests must be submitted to this Agency no later than 180 days
prior to expiration. Please make note of the expiration date of
your Permit. This date is set forth on Page 1 of the Permit. Also
note that NPDES Permits are not transferable. If you, as the
Permittee, cease to need this Permit, then you should request that
the Permit be rescinded.
As mentioned previously, the purpose of this letter is to
advise you of the importance of your NPDES Permit. Please read the
Permit and contact this Office at 704/663-1699 in Mooresville if
you have any questions or need clarification. We look forward to
providing any assistance.
-D. Rex Gleason, P. E.
Water Quality Regional Supervisor
Enclosure
DRG:sl

MCYIAEL F. EASLEY
ATTORNEY GENERAL flea . { fafE7l?4/251-6083
SUITE 203
11 NORTH MARKET STREET
ASHEVILLE, N. C. 28801
-- MEMORANDUM -
TO: A. Preston Howard
Director, Division of Environmental Management
FROM:
Sueanna P. Sumpter
Assistant Attorney General
DATE: June 27, 1995
RE: CBP Resources, Inc. v.
OAH File No: 95 EHR 0480
/2
I am sending to you copies of the amended scheduling order entered by the Administrative Law Judge in the
above -referenced contested case, As you will note, the hearing in this matter will be held during the week of September
4, 1995, in Asheville, North Carolina.
The following persons may be called to testify at the hearing:
A. Preston Howard.
Director, Division of Environmental Management
Coleen Sullins
Head, Permits and Engineering Group
Jay Lucas
Permits and Engineering Group
Jackie Nowell.
Technical Support Group
Rex Gleason
Regional Water Quality Supervisor
Michael Parker
Mooresville Regional Office
Please let me know immediately if any of the persons
Thank you.
fkmr
Enclosure
xc: Coleen Sullins
Carla. Sanderson
Rex Gleason (MRO)
bove cannot be available on the date proposed.
OFFICE
An Equal Opportunity / Affirmative Action Employer

!ATE OF NORTH CAROLINA
COUNTY OF GASTON
FILED
OFFICE OF
- -jult Z . I' Q1
, PE, RESOURCES, INC., GASTONIA DIVISION
Petitioner
NORTH CAROLINA DIVISION OF ENVIRONMENTAL
MANAGEMENT
Respondent
IN THE OFFICE OF
ADMINISTRATIVE HEARINGS
95 EHR 0480
AM'ENDI.=,x.
SCHEDULING ` ORDE
ft T 0 P
iva
IFVRAJ!
PY
The undersigned has established the following Scheduling Order.
This Scheduling Order may be later amended in the discretion of the
Administrative Law Judge, based upon information provided in the
parties' Prehearing.Statements. The parties will be notified of any
changes by way of an Amended Scheduling Order.
1. The hearing for this contested case will be scheduled in
CharlotteL _North Carolina for the week beginning_ September 4,1995,._
2. Discovery shall be completed on or before August 211 1995.
IT IS SO ORDERED.
This the C "f day of
Meg
Admin
Phipps
ative Law Judge
7 1995
N.C. A i 1Ey GENERAL
Environmental Division

State of North Carolina
Department i Environment,.
Health and Natural Resources
Division of Environmental Management
James B, Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
October 20, 1995
ERTIFIED
RETURN RECEIPT REQUESTED
Mr. Van M. Jones
CBP Resources
5533 S. York Road
Gastonia, Norm Carolina 28052
TNwaRr�:ti,P
& NA T (IR A
OCT
DIVISION OF ENVrUAI,ME;GiAt MANAGEMENT
E URESVILLE REGIONAL 411C
Subject: NPDES Permit. No. NCO{105011
CBP Resources
Gaston County
Dear Mr. Jones:
In accordance with your Petition for Contested Case. Hearing filed on May 3, 1995 and
subsequent withdraw:1 dated October 17, 1995, we are forwarding herewith modifications to the
subject permit. These ,:,odifications are as follows:
1) The NH3-N concentration limits have been removed.
2) The nutrient study due date is now June 30, 1996.
All other terms and conditions contained in the original permit remain unchanged and in full
effect. These modifications are issued pursuant to the requirements of North Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U. S.
Environmental Protection Agency dated December 6, 1983.
If you have any questions concerning this permit, please contact Mr. Jay Lucas, P.E., at
telephone number 919/733-5083, ext. 502.
Sincerely,
A. Preslon Howard, Jr,, P,E.
cc: Central Files
Mooresville Regional. Office, Water Quality
Mr, Jim Patrick, EPA
Permits and Engineering Unit
Facility Assessment Unit
Technical Assistance and Certification Group
P.©, Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 1 O% post -consumer paper

Permit No* .NC00050.11
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 1,43-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
CBP Resources, Inc.
is hereby authorized to discharge wastewater from a facility located at
Gastonia Division
US Highway 321
Gastonia
Gaston County
to receiving waters designated as Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, 11, and III hereof.
This permit shall become effective November 1, 1995
'-- This permit and the authorizaUon to discharge shall expire at . midnight on September 30,1.996
Signed this day October 20, 1995
A. Preston Howard, Jr*, RE,„ Director
Division of Environmental Management
By Authority of the Environmental Ma..na.gement Commission

is hereby authorized to:
Permit No. NC0005011
SUPPLEMENT TO PERMIT COVER SHEET
CBP Resources, Inc.
1, Continue to operate a 0.257 MGID wastewater treatment facility (outfall 001) and discharge
non -contact cooling water (outfall 002) located at Gastonia Division, US Highway 321,
Gastonia, Gaston County (See Part III of this Permit), and
2. Dist:huge from said treatment works at the location specified on the attached map into Crowders
Creek which is classified Class C waters in the Catawba River Basin.

A. (). EFFLUENT LIMITATIONS AND MONITOR REQUIREMENTS FINAL
Permit No. .NC .011
During the period beginning on the effective date of the permit and lasting until expiration, the- Pcrmittee is authorized to discharge
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Discharge Limi
Lbs/day
Measurement
Mon. Avq, Daily Max Mon. Avg. Daily Max. Frequency
Flow 0.257 MGD Continuous
8©D, 5 Day, 20 °C 340 680 158 mg/I 317 mg/1 Weekly
NH3 as N 140 280 Weekly
Dissolved Oxygen Weekly
Total Suspended Residue 420 840 Weekly
Fecal Conform (geometric mean) 400 1100 ml Weekly
Oil and Grease 200 400 Weekly
Total Nitrogen (NO2+NO3+TKN) Quarterly
Total Phosphorus Quarterly
Temperature, °C Weekly
Chronic Toxicity** Quarterly
ple *Sample
T'ype Location
Recorder I or E
Composite E
Composite E
Grab E,U,D
Composite E
Grab E
Grab E
Composite E
Composite E
Grab E,U,D
Composite E
Sample locations: E - Effluent, I - Influent, U - Upstream at US 1Iwy 321, D Downstream at SC Hwy 654. Upstream and Downstream
monitoring is to be conducted three times per week during June, July, August, and September, and once per week during the rest of the year.
**Chronic Toxicity (Ceriodaphnia) P/F at 3%, August, November, February, May, See Part III, Condition E.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored three Times per week at the effluent
by grab sample.
There shall be no discharge of floating solids or visible fog in other than trace amounts.

A. 0. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC000501.
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 002. Such discharges shall be limited and monitored by the, permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Lbs/dgy
Units. (specify) Measurement Sarni:4g *Sample
Mon. Avq. Daily Max Mon. Avq. Daily Max. Frequency Type Location
Flow Semi-annually Estimate E
Temperature, °C— Semi-annually Grab E
Total Residual Chlorine*** Semi-annually Grab E
* Sam.ple locations: E. - Effluent
THERE SHALL BE NO CHROMIUM, ZINC, OR COPPER ADDED TO THE TREATMENT SYSTEM EXCEPT AS PRE -APPROVED
ADDITIVES TO BIOCIDAL COMPOUNDS.
**The temperature of the effluent shall be such as not to cause an increase of the receiving stream of rno.re than a 2.8 °C increase above the
natural water temperature and not to exceed a maximum of 29 °C.
***Monitoring requirements for chlorine apply only if chlorine is added to the treatment system
The permittee shall obtain authorization from the Division of Environmental Management prior to utilizing any biocide in the cooling water.
The Permittee shall notify the Director in writing not later than ninety (90) days prior to instituting use of any additional biocide used in the
treatment system which may be toxic to aquatic life other than those previously reported to the Division of Environrn.ental. Management. Such
notification shall include completion of Biocide Worksheet Form, 101. and a map indicating the discharge point and receiving stream..
The pH shall not be less than 6.0 standard units nor greatergrealer than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant 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.
B. Qroundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Environmental
Management, conduct groundwater monitoring as may be required to determine the
compliance of this NPDES permitted facility with the current groundwater standards.
C. Changes in Discharges of Toxic Substances
The permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to
believe:
a.That any activity has occurred or will occur which would result in the discharge, on a
routine or frequent basis, of any toxic pollutant which is not limited in the permit, if that
discharge will exceed the highest of the following "notification levels";
(1) One hundred micrograms per liter (100 ug/1);
(2)Two hundred micrograms per liter (200 ug/1) for acrolein and acrylonitrile; five
hundred micrograms per liter (500 ug/1) for 2.4-dinitrophenol and for 2-methy1-4.6-
dinitrophenol; and one milligram per liter (1 mg/1) for antimony;
(3) Five (5) times the maximum concentration value reported for that pollutant in the
permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a
non -routine or infrequent basis, of a toxic pollutant which is not limited in the permit, if
that discharge will exceed the highest of the following "notification levels";
(1) Five hundred micrograms per liter (500 ug/1);
(2) One milligram per liter (1 mg/1) for antimony;
(3) Ten (10) times the maximum concentration value reported for that pollutant in the
permit application.
D. Regiiiremenl tQ Continually Evaluate Alternatives tQ Wastewater Discharges
The permittee shall continually evaluate all wastewater disposal alternatives and pursue the
most environmentally sound alternative of the reasonably cost effective alternatives. If the
facility is in substantial non-compliance with the terms and conditions of the NPDES permit
or governing rules, regulations or laws, the permittee shall submit a report in such form and
detail as required by the Division evaluating these alternatives and a plan of action within
sixty (60) days of notification by the Division.

Part II
Page 14 of 14
8. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a permit
application, or submitted incorrect information in a permit application or in any report to the
Director, it shall promptly submit such facts or information.
9. Noncompliance Notification
The perrnittee shall repon by telephone to either the central office or the appropriate regional
office of the Division as soon as possible, but in no case more than 24 hours or on the next
working day following the occurrence or first knowledge of the occurrence of any of the
following:
a. Any occurrence at the water pollution control facility which results in the discharge of
significant amounts of wastes which are abnormal in quantity or characteristic, such as the
dumping of the contents of a sludge digester; the known passage of a slug of hazardous
substance through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures of
pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to such
station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within 5 days following first knowledge of the occurrence.
10. Availabilityof Repons
Except for data determined to be confidential under NCGS 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 imposition of criminal penalties as provided
for in NCGS I43-215.1(b)(2) or in Section 309 of the Federal Act.
11, Penalties for Falsification pf Reports
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per
violation, or by imprisonment for not more than two years per violation, or by both.

Part II
Page 1
4. Trans
4
This permit is not transferable to any person except after notice to the Director. The Director
may require modification or revocation and reissuance of the perrnittee and incorporate such
other requirements as may be necessary under the Clean Water Act.
Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part l3.
D. 2 of this permit) or forms provided by the Director for reporting results of monitoring of
sludge use or disposal practices.
b. If the perrnittee monitors any pollutant more frequently than required by the permit, using
test procedures specified in Part II, D. 4. of this permit or in the case of sludge use or
disposal, approved under 40 CFR 503, or as specified in this permit, the results of this
monitoring shall be included in the calculation and reporting of the data submitted in the
DMR.
c. Calculations for all limitations which require averaging of measurements shall u
arithmetic mean unless otherwise specified by the Director in the permit.
6. Twenty-four Hour Rcpprting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall be
provided orally within 24 hours from the time the permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the
permittee becomes aware of the circumstances. The written submission shall contain a
description of the noncompliance, and its cause; the period of noncompliance, including
exact dates and times, and if the noncompliance has not been corrected, the anticipated time
it is expected to continue; and steps taken or planned to reduce, eliminate, and prevent
reoccurrence of the noncompliance.
b. The following shall be included as information which must be reported within 24 hours
under this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(2) Any upset which exceeds any effluent limitation in the permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed by the
Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case -by -case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24 hours.
7 Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6.
of this permit at the time monitoring reports are submitted. The reports shall contain the
information listed in Part II. E. 6. of this permit.

Part II
Page 12 of 14
8, Inspection and Entry
The permittee shall allow the Director, or an authorized representative (including an authorized
contractor acting as a representative of the Director), upon the presentation of credentials and
other documents as may be required by law, to;
a. Enter upon the permittees premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control
equipment), practices, or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or
as otherwise authorized by the Clean Water Act, any substances or parameters at any
location,
SECTION E. REPORTING REQUIREIVIEWS
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.
2. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical
alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for determining
whether a facility is a new source in 40 CFR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of
pollutants discharged. This notification applies to pollutants which are subject neither to
effluent limitations in the permit, nor to notification requirements under 40 CFR Part 122.42
(a) (1).
c. The alteration or addition results in a significant change in the permittee's sludge use or
disposal practices, and such alternation, addition or change may justify the application of
permit conditions that are different from or absent in the existing permit, including
notification of additional use or disposal sites not reported during the permit application
process or not reported pursuant to an approved land application plan,
Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the permitted
facility or activity which may result in noncompliance with permit requirements.

Part II
Page 11 of 14
discharge volumes.Once-through condenser cooling water flow which is monitored by pump
logs, or pump hour meters as specified in Part I of this permit and based on the manufacturer's
pump curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published
pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, 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; or in the case of sludge use or
disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures have been specified in this permit.
To meet the intent of the monitoring required by this permit, all test procedures must produce
minimum detection and reporting levels that are below the permit discharge requirements and
all data generated must be reported down to the minimum detection or lower reporting level of
the procedure. If no approved methods are determined capable of achieving minimum
detection and reporting levels below permit discharge requirements, then the most sensitive
(method with the lowest possible detection and reporting level) approved method must be used.
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly
renders inaccurate, any monitoring device or method required to be maintained under this
permit shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or
by imprisonment for not more than two years per violation, or by both. If a conviction of a
person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not
more than 4 years, or both.
6. Records Retention
Except for records of monitoring information required by this permit related to the permittee's
sewage sludge use and disposal activities, which shall be retained for a period of at least five
years (or longer as required by 40 CFR 503), the perrnittee shall retain records of all
monitoring information, including all calibration and maintenance records and all original strip
chart recordings for continuous monitoring instrumentation, copies of all reports required by
this permit, for a period of at least 3 years from the date of the sample, measurement, report
or application. This period may be extended by request of the Director at any time.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the
permittee shall record the following information:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.

Part I
Page
0 of 14
regulations governing the disposal of sewage sludge. Upon promulgation of 40 CFR Part 503,
any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40
CFR Part 503. The permittee shall comply with applicable 40 CFR Part 503 Standards for the
Use and Disposal of Sewage Sludge (when promulgated) within the time provided in the
regulation, even if the permit is not modified to incorporate the requirement. The perrnittee
shall notify the Permit Issuing Authority of any significant change in its sludge use or disposal.
practices.
7. Power FailuTes
The permittee is responsible for maintaining adequate safeguards as required by DEM
Regulation, Title LSA, North Carolina Administrative Code, Subchapter 2H, .0124 Reliability,
to prevent the discharge of untreated or inadequately treated wastes during electrical power
failures either by means of alternate power sources, standby generators or retention of
inadequately treated effluent,
SECTION D,. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the
volume and nature of the permitted discharge. Samples collected at a frequency less than daily
shall be taken on a day and time that is characteristic of the discharge over the entire period
which the sample represents. All samples shall be taken at the monitoring points specified in
this permit and, unless otherwise specified, before the effluent joins or is diluted by any other
wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority.
Reportin
Monitoring results obtained during the previous month(s) shall be summarized for each month
and reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1,L1, 2,
3) or alternative forms approved by the Director, DEM, postmarked no later than the 30th day
following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the
case of a new facility, on the last day of the month following the commencement of discharge.
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
ATTENTION: Central Files
Post Office Box 29535
Raleigh, North Carolina 27626-0535
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements of
the volume of monitored discharges. The devices shall be installed, calibrated and maintained
to ensure that the accuracy of the measurements are consistent with the accepted capability of
that type of device. Devices selected shall be capable of measuring flows with a maximum
deviation of less than + 10% from the true discharge rates throughout the range of expected

Part II
Page 9 of 14
periods of equipment downtime. This condition is not satisfied if adequate backup
equipment should have been installed in the exercise of reasonable engineering
judgment to prevent a bypass which occurred during normal periods of equipment
downtime or preventive maintenance; and
(C) The permittee submitted notices as required under Paragraph c. of this section.
(2) The Permit Issuing Authority may approve an anticipated bypass, after considering its
adverse affects, if the Permit Issuing Authority determines that it will meet the three
conditions listed above in Paragraph d. (1) of this section.
5. Upsets
a. Definition.
°'Upset " means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors
beyond the reasonable control of the permittee. An upset does not include noncompliance
to the extent caused by operational error, improperly designed treatment facilities,
inadequate treatment facilities, lack of preventive maintenance, or careless or improper
operation.
b. Effect of an upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with
such technology based permit effluent limitations if the requirements of paragraph c, of this
condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final
administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset.
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs, or other relevant evidence that:
(1) An upset occurred and that the permittee can identify the cause(s) of the upset;
(2) The permittee facility was at the time being properly operated; and
(3) The perrnittee submitted notice of the upset as required in Part 11, E. 6. (b) (B) of this
permit.
(4) The permittee complied with any remedial measures required under Part II, B. 2. of this
permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an upset
has the burden of proof.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or
control of wastewaters shall be utilized/disposed of in accordance with NCGS 143-215.1 and 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. The permittee shall comply with all existing federal

Part II
Page 8 of 14
2. Proper Qperation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which are installed or used by the permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also
includes adequate laboratory controls and appropriate quality assurance procedures. This
provision requires the operation of back-up or auxiliary facilities or similar systems which are
installed by a permittee only when the operation is necessary to achieve compliance with the
conditions of the permit,
3. Need to 1-141t or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been
necessary to halt or reduce the permitted activity in order to maintain compliance with the
condition of this permit.
4. Bypassing of Treatment Facilities
a. Definitions
(1) "Bypass °' means the known diversion of waste streams from any portion of a treatment
facility including the collection system, which is not a designed or established or
operating mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage to
the treatment facilities which causes them to become inoperable, or substantial and
permanent loss of natural resources which can reasonably be expected to occur in the
absence of a bypass. Severe property damage does not mean economic loss caused by
delays in production.
b. Bypass not exceeding limitations,
The permittee may allow any bypass to occur which does not cause effluent limitations to
be exceeded, but only if it also is for essential maintenance to assure efficient operation.
These bypasses are not subject to the provisions of Paragraphs c. and d. of this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it
shall submit prior notice, if possible at least ten days before the date of the bypass;
including an evaluation of the anticipated quality and affect of the bypass.
(2) Unanticipated bypass, The permittee shall submit notice of an unanticipated bypass as
required in Part II, E. 6. of this permit. (24 hour notice).
d. Prohibition of Bypass
(1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action
against a permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property
damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities, retention of untreated wastes or maintenance during normal

Part II
Page 7of14
c. Certification. Any person signing a document under paragraphs a. or b. of this section
shall make the following certification:
"I certify, under penalty of law, that this document and all attachments were prepared under
my direction or supervision in accordance with a system designed to assure that qualified
personnel properly gather and evaluate the information submitted. Based on my inquiry of
the person or persons who manage the system, or those persons directly responsible for
gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for
knowing violations."
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a
request by the perrnittee for a permit modification, revocation and reissuance, or termination,
or a notification of planned changes or anticipated noncompliance does not stay any permit
condition.
13. Permit Modification. Revocation and Reissuance. or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed
by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts
122 and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and
North Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility,
whether for operation or discharge, are hereby revoked by issuance of this permit. [The
exclusive authority to operate this facility arises under this pe,init. The authority to operate the
facility under previously issued permits bearing this number is no longer effective. ] The
conditions, requirements, terms, and provisions of this permit authorizing discharge under the
National Pollutant Discharge Elimination System govern discharges from this facility.
SECTION C. OPERA ON AND MAINTENANCE OF POLLUTION CONTROLS
1. Certified Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, and upon classification of the
facility by the Certification Commission, the perrnittee shall employ a certified wastewater
treatment plant operator in responsible charge (ORC) of the wastewater treatment facilities.
Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the wastewater treatment facilities by the Certification Commission.
The permittee must also employ a certified back-up operator of the appropriate type and any
grade to comply with the conditions of Title 15A, Chapter 8A .0202. The ORC of the facility
must visit each. Class 1 facility at least weekly and each Class II, III, and IV facility at least
daily, excluding weekends and holidays, and must properly manage and document daily
operation and maintenance of the facility and must comply with all other conditions of Title
15A, Chapter 8A .0202. Once the facility is classified, the permittee shall submit a letter to the
Certification Commission which designates the operator in responsible charge within thirty
days after the wastewater treatment facilities are 5d%© complete.

Part II
Page 6 of 14
9. Duty to Reapply
If the permittee wishes to continue an activity regulated by this permit after the expiration date
of this permit, the perinittee must apply for and obtain a new permit.
10. Expiration of Permit
The permittee is not authorized to discharge after the expiration date. In order to receive
automatic authorization to discharge beyond the expiration date, the permittee shall submit such
information, forms, and fees as are required by the agency authorized to issue permits no later
than 180 days prior to the expiration date. Any permittee that has not requested renewal at least
180 days prior to expiration, or any permittee that does not have a permit after the expiration
and has not requested renewal at least 180 days prior to expiration, will subject the permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements.
All applications, reports, or information submitted to the Peimit Issuing Authority shall be
signed and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section,
a responsible corporate officer means: (a) a president, secretary, treasurer or vice
president of the corporation in charge of a principal business function, or any other
person who performs similar policy or decision making functions for the corporation,
or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if authority to sign documents
has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal
executive officer or ranking elected official.
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described above or by a duly authorized
representative of that person. A person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for
the overall operation of the regulated facility or activity, such as the position of plant
manager, operator of a well or well field, superintendent, a position of equivalent
responsibility, or an individual or position having overall responsibility for
environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority.

Part II
Page 5 of 14
Penalties for Class II violations are not to exceed $10,000 per day for each day during
which the violation continues, with the maximum amount of any Class II penalty not to
exceed $125,000.
2. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use
or disposal in violation of this permit which has a reasonable likelihood of adversely affecting
human health or the environment.
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, C-4) and "Power Failures"
(Part II, C-7), nothing in this permit shall be construed to relieve the permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-21.5.3,143
215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is
responsible for consequential damages, such as fish kills, even though the responsibility for
effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve
the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may
be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321.
Furthermore, the permittee is responsible for consequential damages, such as fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
5. 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.
6. 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.
7. 5evernbijity
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 circumstances, is held invalid, the application
of such provision to other circumstances, and th,e remainder of this permit, shall not be affected
thereby.
8. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reasonable tithe, any
information which the Permit. Issuing Authority may request to determine whether cause exists
for modifying, revoking and reissuing, or terminating this permit or to determine compliance
with this permit. The permittee shall also furnish to the Permit Issuing Authority upon
request, copies of records required to be kept by this permit.

Part II
Page 4 of 14
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective flows.
10. Calendar Day
A calendar day is defined as the period from midnight of one day until midnight of the next
day. However, for purposes of this pemiit, any consecutive 24-hour period that reasonably
represents the calendar day may be used for sampling.
A ha7ardous substance means any substance designated under 40 CFR Part 116 pursuant to
Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
SECTION B. GENERAL ONDJT1ONS
1. Put to Comply
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit renewal
application.
a. The permittee shall comply with effluent standards or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage
sludge use or disposal established under section 405(d) of the Clean Water Act within the
time provided in the regulations that establish these standards or prohibitions or standards
for sewage sludge use or disposal, even if the permit has not yet been modified to
incorporate the requirement.
b. The Clean Water Act provides that any person who violates a permit condition is subject to
a civil penalty not to exceed $25,000 per day for each violation. Any person who
negligently violates any perrnit condition is subject to criminal penalties of $2,500 to
$25,000 per day of violation, or imprisonment for not more than 1 year, or both. Any
person who knowingly violates permit conditions is subject to criminal penalties of $5,000
to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. Also,
any person who violates a permit condition may be assessed an administrative penalty not
to exceed $10,000 per violation with the maximum amount not to exceed $125,000, [Ref:
Section 309 of the Federal Act 33 U.S.C. 1319 and 40 CFR 122.41 (a)]
c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) per
violation may be assessed against any person who violates or fails to act in accordance with
the terms, conditions, or requirements of a permit. [Ref: North Carolina General Statutes
§ 143-215.6A]
d. Any person may be assessed an administrative penalty by the Administrator for violating
section 301, 302, 306, 307, 308, 318, or 405 of the Act, or any permit condition or
limitation implementing any of such sections in a permit issued under section 402 of the
Act. Administrative penalties for Class 'violations are not to exceed $10,000 per violation,
with the maximum amount of any Class 1 penalty assessed not to exceed $25,000.

Part II
Page 3 of 14
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow,
averaged monthly. It is determined as the arithmetic mean of the total daily flows recorded
during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of sampling,
when both the sample and flow will be representative of the total discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility which
occurs continually without interruption throughout the operating hours of the facility. Flow
shall be monitored continually except for the infrequent times when there may be no flow
or for infrequent maintenance activities on the flow device,
8. Types of Samplea,
a. Composite Sample: A composite sample shall consist of:
(1) a series of grab samples collected at equal time intervals over a 24 hour period of
discharge and combined proportional to the rate of flow measured at the time of
individual sample collection, or
(2) a series of grab samples of equal volume collected over a 24 hour period with the time
intervals between samples determined by a preset number of gallons passing the
sampling point. Flow measurement between sample intervals shall be determined by
use of a flow recorder and totalizer, and the present gallon interval between sample
collection fixed at no greater than 1/24 of the expected total daily flow at the treatment
system, or
(3) a single, continuous sample collected over a 24 hour period proportional to the rate of
flow.
In accordance with (1) above, the time interval between influent grab samples shall be no
greater than once per hour, and the time interval between effluent grab samples shall be no
greater than once per hour except at wastewater treatment systems having a detention time
of greater than 24 hours. In such cases, effluent grab samples may be collected at time
intervals evenly spaced over the 24 hour period which are equal in number of hours to the
detention time of the system in number of days. However, in no case may the time interval
between effluent grab samples be greater than six (6) hours nor the number of samples less
than four (4) during a 24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not
exceeding 15 minutes; the grab sample can be taken manually. Grab samples must be
representative of the discharge or the receiving waters.
9. Calculation of IS/k4ns
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the
individual values divided by the number of individual values.
b. 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 equivalent 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).

Part II
Page 2 of 14
6. cooritatigt) Tv1ea urement
a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of
the concentrations of all daily discharges sampled and/or measured during a calendar month
on which daily discharges are sampled and measured, divided by the number of daily
discharges sampled and/or measured during such month (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average monthly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar month. This limitation is identified as "Monthly Average" under "Other Limits" in
Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar week
(Sunday/Saturday) on which daily discharges are sampled and measured divided by the
number of daily discharges sampled and/or measured during such week (arithmetic mean of
the daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted by
flow value) of all the samples collected during that calendar day. The average weekly count
for fecal coliform bacteria is the geometric mean of the counts for samples collected during
a calendar week. This limitation is identified as "Weekly Average" under "Other Limits" in
Part I of the pei mit.
c. The "maximum daily concentration" is the concentration of a pollutant discharge during a
calendar day. If only one sample is taken during any calendar day the concentration of
pollutant calculated from it is the "Maximum Daily Concentration". It is identified as
"Daily Maximum" under "Other Limits" in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar year on
which daily discharges are sampled and measured divided by the number of daily
discharges sampled and/or measured during such year (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar thy. The average yearly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar year. This limitation is identified as "Annual Average" under "Other Limits" in
Part I of the permit.
e. The "daily average concentration" (for dissolved oxygen) is the minimum allowable amount
of dissolved oxygen required to be available in the effluent prior to discharge averaged
over a calendar day. If only one dissolved oxygen sample is taken over a calendar day, the
sample is considered to be the "daily average concentration" for the discharge. It is
identified as "daily average" in the text of Part I.
f. The "quarterly average concentration" is the average of all samples taken over a calendar
quarter. It is identified as "Quarterly Average Limitation" in the text of Part I of the pennit.
g. A calendar quarter is defined as one of the following distinct periods: January through
March, April through June, July through September, and October through December.

Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. _ D)✓FINQNS
1. Permit. Issuing Authority
The Director of the Division of Environmental Management.
2. DEM or Divisior
Means the Division of Environmental Management, Departmen
Natural Resources.
0
Environment, Health and
3. EMC
Used herein means the North Carolina Environmental Management Commission..
4. Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33
USC 1251, et. seq.
5 . Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during a calendar month on which daily discharges are sampled
and measured, divided by the number of daily discharges sampled and/or measured during
such month. It is therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and then dividing this sum by the number of days
the tests were reported. The limitation is identified as "Monthly Average" in Part I of the
permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week (Sunday - Saturday) on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled and/or
measured during such week. It is, therefore, an arithmetic mean found by adding the
weights of pollutants found each day of the week and then dividing this sum by the
number of days the tests were reported. This limitation is identified as "Weekly Average"
in Pan I of the permit.
c, The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during
a calendar day. If only one sample is taken during any calendar day the weight of pollutant
Calculated from it is the "maximum daily discharge." This limitation is identified as "Daily
Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and
treasured, divided by the number of daily discharges sampled and/or measured during such
year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found
each day of the year and then dividing this sum by the number of days the tests were
reported. This limitation is defined as "Annual Average" in Part I of the permit.

Section B. Schedule of Compliance
PART I
1 The pennittee shall comply with Final EfEffluent Limitations spec
accordance with the following schedule:
Pennittee shall comply with Final Effluent Limitations by the effective date of the li less
spect below.
2. Permattee shall at all tunes provide the opera on d maint n ce necess to rate dae
existing facilities at optimum efficiency.
ed for
ges In
No later than 14 c endar days following a date identified in the above schedule of compliance,
the perrnittee 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 schedule requirements:

A. The
PART IV
S RING AND CO LIANCE MO
ust pay the a3 administering and coinpliancr a c ing
being biked by the iisia. Fail= t► pay Me fee elyg r
5A NCAC .0105(4)(4) may cause this Divisioninitiate a 11 tO
revoke the pe
0

PART III
O R REQUIREMENTS
A. Construct p,1
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant 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.
B. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Environmental
Management, conduct groundwater monitoring as may be required to determine the
compliance of this NPDES permitted facility with the current groundwater standards.
C. Changes in Discharges of Toxic substances
The permittee shall notify the Permit Issuing Authority as soon
believe:
Wows or has reason to
a.That any activity has occurred or will occur which would result in the discharge, on a
routine or frequent basis, of any toxic pollutant which is not limited in the permit, if that
discharge will exceed the highest of the following "notification levels";
(1) One hundred micrograms per liter (100 ug/1);
(2)Two hundred micrograms per liter (200 ug/1) for acrolein and acrylonitrile; five
hundred micrograms per liter (500 ug/l) for 2.4-dinitrophenol and for 2-methy1-4.6-
dinitrophenol; and one milligram per liter (1 mg/1) for antimony;
(3) Five (5) times the maximum concentration value reported for that pollutant in the
permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a
non -routine or infrequent basis, of a toxic pollutant which is not limited in the permit, if
that discharge will exceed the highest of the following "notification levels";
(1) Five hundred micrograms per liter (500 ug/1);
(2) One milligram per liter (1 mg/1) for antimony;
(3) Ten (10) times the maximum concentration value reported for that pollutant in the
permit application.
D. Requirement to Continually Evaluate Alternatives to_Wastewater ➢i harg s
The permittee shall continually evaluate all wastewater disposal alternatives and pursue the
most environmentally sound alternative of the reasonably cost effective alternatives. If the
facility is in substantial non-compliance with the terms and conditions of the NPDES permit
or governing rules, regulations or laws, the permittee shall submit a report in such form and
detail as required by the Division evaluating these alternatives and a plan of action within
sixty (60) days of notification by the Division.

Part Ill Permit No, NC00050
E. CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shalt at no time exhibit chronic toxicity using test procedures outlined in:
l..) The North Carolina Cerioda.phnia chronic effluent bioassay procedure (North. Carolina Chronic
Bioassay Procedure - Revised *Septernber 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 3% (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 the effective date
of this permit during the months of August, November, February, and May. Effluent sampling
for this testing shall be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
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 i,f 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 perfofined by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an. invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
F..N'utrrent Condition for Permits Without Phosphorus Limits
This permit may be modified, or revoked and reissued to include an effluent
for this discharge depending upon the following:
1, The findings of a study by the Division of Environmental Managemen
control is necessary,
2.. Local actions do not successfully reduce the nutrient loading on the receiving waters.
3. The onset of problem conditions in. the receiving waters.
ation on nutrients
determine nutrient

Part III Peit N©. NC0005O1 1.
G, This discharge has been targeted for removal from the Crowders Creek drainage basin
through connection to the City of Gastonia Crowders Creek Wastewater Treatment
Facilities. Upon the demonstration of compliance with NPDES Perrni.t NC0074268 by the
Crowders Creek Wastewater' Treatment Facility to the satisfaction of the Director of
Environmental Management and the availability of a sewer connection to the Crowders
Creek system as the most environmentally sound alternative of the reasonably cost-effective
alternatives, this discharge shall be eliminated within one hundred eighty (180) days of
notification by the Division.
H. CBP Resources shall submit an alternatives analysis showing present values costs
associated with meeting monthly nutrient limits of 1 mg/1(Total Phosphorus) and 6 met
(Total Nitrogen) versus the 'present value costs associated with connection of this discharge
to the City of Gastonia's Crowders Creek WWTP. This analysis shall be due to the
Division by June 30, 1996. The or ginal and one copy should be mailed to:
DEHEM - WQ Section
Permits and Engineering Unit
P.O. Box 29535
Raleigh, North Carolina 27626-0535

must pad the ual. * *ste gf . s.cornphan30
being billed by the Diri 'on. Fel tb pad then a y e i
15A NCAC 2H'. i may muse this Divisitan "t'am action t

Permit No, Nfl11.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT N„C. DEPT, OF
tROM1EN T, HEAL`[ NN ,
TO DISCHARGE WASTEWATER UNDER THE TuttAL RESOURCE'S
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEMwAR 2 11994
In compliance with the provision of North. Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina Environrne
Management Commission, and the Federal Water Pollution Control Act, as amended,
CBP Resources, Inc.
is hereby authorized to discharge wastewater from a facility located at
Gastonia Division
US Highway 321
Gastonia
Gaston County
to receiving waters designated as Crowders Creek in the Catawba 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 September 30, 1996
Signed this day
IT
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental. Management. Co ion

SUPP1P TO PE
CBP Resource
No, NC0005011
Continue to ratea 0.1` M I wastewatertreatment pity )and discharge
non -contact * « 'g water (on ) located at Gastonia Division, US Highway 321,
Gastonia, Gaston County (See Part 111 of this Permit), and
2. Discharge from said
Creek which is classi
at the location s
atrs in the Catawba
on the att
ver Basin,
a
to Cmwders

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL
f
Permit No. NC0005011
During the period beginning on the effective date of the permit and lasting until expiration, the Perim is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
uen
Characteristics
Mon
Flow
BOD, 5 Day, 20 °C 340 680
NH3 as N 140 280
Dissolved Oxygen
Total Suspended Residue 420 840
Fecal Colitorm (geometric mean)
Oil and Grease 200 400
Total Nitrogen (NO2+NO3+TKN)
Total Phosphorus
Temperature, °C
Chronic Toxicity"`
Discharge.,a_Llmitations
Lbs/day
Avg, Daily, . MaA
Units
Mon„;,;. A'?.
0.160
65 mg/I
(specifvl iM a asurerrrs t arnpte 'SarnOlt
pally Max. Freslueflcy Too Location
Continuous Recorder I or E
317 mg/l 3/Week Composite E
131 mg/I 3/Week Composite E
3/Week Grab E,U,D
3/Week Composite E
400 /100 ml 3/Week Grab E
3/Week Grab E
Quarterly Composite E
Quarterly Composite E
3/Week Grab E,U,D
Quarterly Composite E
* Sample locations: E - Effluent, I - Influent, 'U - Upstream at US Hwy 321, D - Downstream at SC Hwy 654. Upstream and Downstream
monitoring is to be conducted three tithes per week during June, July, August, and September, and once per week during the rest of the year.
**Chronic Toxicity (Ceriodaphnia) P/F at 3%, August, November, February, May, See Part III, Condition E.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored three times per week at the effluent
by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. ( ). EFFLUEN1' LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC000501 I
During the period beginning on the effective date of the permit and lasting until expiration, the Perrnittee is authorized to discharge from
outfall(s) serial number 002. Such discharges shall be limited and monitored by the pennittee as specified below:
Effluent Characteristics
Lbsidav
Mon. Am Daily
Flow
Temperature, °C**
Total Residual Chlorine***
* Sample locations: E Effluent
Diecharoe Limitations
Units (spscify)
Mon. Ayo. Daily Max,
Monitorjoci
Measurement
frequency
Semi-annually
Semi-annually
Semi-annually
Requirements
ample
TvDe
Estimate
Grab
Grab
*Sample
Location
E
E
E
THERE SHALL BE NO CHROMIUM, ZINC, OR COPPER ADDED TO THE TREATMENT SYSTEM EXCEPT AS PRE -APPROVED
ADDITIVES TO BIOCIDAL COMPOUNDS.
**The temperature of the effluent shall be such as not to cause an increase of the receiving stream of more than a 2.8 °C increase above the
natural water temperature and not to exceed a maximum of 29 °C.
***Monitoring requirements for chlorine apply only if chlorine is added to the treatment system.
The permittee shall obtain authorization from the Division of Environmental Management prior to utilizing any biocide in the cooling water.
The Permittee shall notify the Director in writing not later than ninety (90) days prior to instituting use of any additional biocide used in the
treatment system which may be toxic to aquatic life other than those previously reported to the Division of Environmental Management. Such
notification shall include completion of Biocide Worksheet Form 101 and a map indicating the discharge point and receiving stream.
The pH shall not be less than 6.0 standard units nor greater than 9,0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part III Permit Na. NCOOO5011
E. CHRONIC TOXICITY PASS/FAIL PER MIT LIMIT (QRTRLY)
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 Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 3%© (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 the effective date
of this permit during the months of August, November, February, and May. Effluent sampling
for this testing shall be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental. Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
F. Nutrient Condition for Pewits Without Phosphorus Limits
This permit may be modified, or revoked and reissued to include an effluent limitation on nutrients
for this discharge depending upon the following:
1. The findings of a study by the Division of Environmental Management determine nutrient
control is necessary.
2. Local actions do not successfully reduce the nutrient loading on the receiving waters.
3. The onset of problem conditions in the receiving waters.

G. Crowders Creek Dischargers
Water quality evaluations of Lake Wylie have documented that the . ,e is threatened by eu pie
conditions, particularly in the erribayrnents and tributary arms (see Report No, 92-04, Water
Quality Investigation of e Wylie). Discharges tribut to the Crowders Creek 'nage basin
are targeted for removal by connection to the Crowders Creek regional wastewater treatment plant.
All domestic and industrial p ess waste discharges shall be eliminated through connection to the
Crowders Creek wastewater treatment plant or through use of other feasible nondischarge
alternatives by September 30, 1996.

CBP Resources
Permit No. NC0005011
Part III
G. This discharge has been targeted for removal from the Crowders Creek drainage basin
through connection to the City of Gastonia Crowders Creek Wastewater Treatment
Facilities. Upon the demonstration of compliance with NPDES Permit NC0074268 by the
Crowders Creek Wastewater Treatment Facility to the satisfaction of the Director of
Environmental Management and the availability of a sewer connection to the Crowders
Creek system as the most environmentally sound alternative of the reasonably cost-effective
alternatives, this discharge shall be eliminated within one hundred eighty (180) days of
notification by the Division.
H. CBP Resources shall submit an alternatives analysis showing present values costs
associated with meeting monthly nutrient limits of 1 rng11(Total Phosphorus) and 6 mg/1
(Total Nitrogen) versus the present value costs associated with connection of this discharge
to the City of Gastonia's Crowders Creek WWTP.. This analysis shall be due to the
Division by March 31, 1996. The original and one copy should be mailed to:
DEHNR/DEM - WQ Section
Permits and Engineering Unit
P.Q. Box 29535
Raleigh, North Carolina 27626-0535

ACES
PRE OF OUR BUSINESS.
April 12, 1994
Mr, Jay Lucas
NPDES Permit Group
NC Division of Environmental Management
PO Box 29535
Raleigh, NC 27626-0535
Subject: Draft NPDES Permit # NC 0005011
CBP Resources
Gaston County, NC
Dear Mr, Lucas:
Gastonia Division
CBP Resources, Inc,
:. DEPT.. OF
ENVIRONNIEN . HEALTH',
NA I:RAim RESOuRCEi
APR 13 1994
This will document our conversation, on March 31, 1994, and also my
conversation with Mike Parker of the Mooresville Regional Office, on April 4,
1994.
The following items are the areas we object to in the subject permit:
1) As in our present permit, the flow limit should be 0,257 MGD, rather than
0.160 MGD. This facility averages 0.190 MGD.
2) In the past, we have operated with mass limits for BOD and NH3 as N. The
draft shows concentrations as well. Inclusion of these concentrations takes
away our flexibility should a minor upset of the treatment facility occur, We
have excessive storage capacity for our wastewater and should the
concentrations dictate, can reduce the effluent flow, thereby controlling the
mass loading to the stream based on permit limitations.
3) It appears this facility has been classified as a Grade III. Based on our
knowledge of the rating format, this facility should remain a Grade II,
5533 S. York Rd, • Gastonia, NC 28052 • 104.864-9941 • Fax l04-861--9252 • Direct Dial Number:

One other concern we have is the statement made in Item G. Since we do not
have a history of non-compliance, we don't understand the basis for requiring us
to cease our discharge directly to the creek by September 30, 1996. Therefore,
we feel this should be deleted from the permit;
Thank you for taking time t read our concerns. We hope you feel our
comments are valid.
Should you have any ques
Sincerely,
Van . Jones
Pant anager
cc: Mr. Mike Parker,RO
EO/kid

State of North Caro
Uepartrrtent of Environment, Health and Nptpral istt>
r sion of Envi
51.2 North Salisbury Street . Rate
James G. Manias, Governor
iilit�r�a W. Co , Secretary
January.
Mr, E. R. OLBERDING
CAROLINA BY-PRODUCTS RESOURCES
5533 S. YORK HIGHWAY
GASTONIA, NORTH CAROLINA 28052
Dear NI OLBERDING:
The Division's Pernnits and Engineering Unit acknowlech»x
supporting materials received on a�.ry 16„ 1992. "fhi
shown above. Please refer to this number when making
Your project has been assigned to Charles Lowe for
acknowledgement will be forthcoming. If this acknow
days, please contract the engineer listed above.
.Be aware that the Divisions
Regional Supervisor for this pro
If you have any questions, p
CC:
:opied below
Chi

C. DEPT. OF NATURAL RESOURCES AND COMMUNITY DEV.
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
STANDARD FORM C — MANUFACTURING AND COMMERCIAL
SECTION I. APPLICANT AND FACILITY' DESCRIPTION
Unless otherwise Specified on this form all Items are to be completed.. tf ari Item Is not applicable Indicate'INA.°
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE_ INSTRUCTION BOO"4LET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS,
Legal Name of Applicant
(see Instructions)
2. Mailing Address of Applicant
(see instructions)
Number & Street
City
State
Zip Code
Applicant's Authorized Agent
(see instructions)
Name and Title
Number & Street Address
City
State
Zip Code
Telephone
4- Previous Appo-ication
If a previous appiicat°•,' Jr a
National or Fecer L, chschar9e per,
mat has been made, give the date
of application, Use numeric
designation for date.
102/
102b
02e
10Zd
10'3 c
103
Please Print or Type
CBP RESOURCES
GASTONIA DIVISION
558; S. YORK HWY
GASTONIA
NC
28052
MR. E.R. OLBERDING
VICE-PRESIDENT AND GENERAL MANAGER
5533 S. YORK HWY
GASTONIA
NC
28052
704 8649941
Area Number
Code
87 1 19
04 YR MCJ UAY
I certify that I am familiar with the information conta.ned In this application and that to the best of my knowledge and belief such information
VICE-PRESIDENT AND GENERAL MANAGER
and accurate.
MR. E.R. OLBERDING
Printed Name of Person Signing
North Caraline General Statute I43-215..6(h)(2) 'Itrovides that: An
any raise statement representation, or certification in any
or other document files or recuired to be maintained under Art
Environmental Management Commission implementing that Article, or
Title
Y R MO DAY
Date Application Signed
person who know
ion, record, report, plat4,
or regulations of the
falsifies, tanners with,
or kno iy renders inaccurate any recording or monitoring device or method required t:o be
operated or maintained under Article 21 or regulations of the Environmental Management Comriissf
iz=lementing that Article, shall be guilty of a misdemeanor punishable by a fine net to exceed
S10,n.10, or by imprisonment not to exceed six months, or by hath. (18 U.S.C. Section 1001 pravi
a punishmer:t by a fine of not nore than S1.0,000 or imprisonment net more than 5 years, or both,
for a sitlilar offense.)

aellitY/Activlt, Ise a Instructions)
(sive the name, ownership, arse
physical Iocatlpn of the plant or
other operating facility where dis-
tharge(s) does or will occur.
MO
Ownership Valk, f°(Irate or
Both Public and Private)
Street f?<Number
C(ta,
C:'punty
State
Nature PI FI
nature 01 the 4uslnesslonducted
at she plant or aperatting lacltity.
lions)
per clay
average
gallons per day,
Municipal c'r privy
Y Intake Water (see instruc-
r intake volume
ces. [ stimate
er day in thousand
u
Surface water
C;roundwater
Other`
l o4at Item 7
'It there Iz V tala.e y. a'_er I °o,r,
other,' speedy the iryry ce.
F acililr Water I.lyr Estrr.,ate
average volume cer Any it tnouSang
gallons per pay tor the EpIIpwinq
types of Vrater usage et the tacitity.
(see Instructions)
t+EOnco-tu:,1 cooling grater
Uo ler (eeel water
process water (including contact
tooling vrater)
Sanitary water
Other'
Total Item B
*If there a re dtscharges to
'other, specify,
If there Is 'Sanitary' water use, give
the number of peoples served.
CI RCS
GAS'I`tlNl A DI SI ON
i33 S. i'OC WY
(IAST©N1A
GRS'T'Ois
NC
RENDER 1 C I UE IC1,
AND liASTr I CSTAUR IT 01 LS .
0
500
680
00
25
55
15
0
120
Clay
gallons pc, Cay
Ons Ler Ca
t"reUsa od galicns per cat
tnCrusa;r,d gallons per On,r
Incrusand geiions per day
tn¢yusarld gallons Cer day
thousand gallons per Clay
people served
PRODUCTS
AL
i•2

f
ilr
All Paeilily Discharges and Other
'Losses, Number and Otteharee (see
Instructions) Volume, Specify the
number of allscharee siolnits and the
volume of water discharged or
f ost from the facility according to
the categories below. IstImate
average volume per day In thisusand
cations per day.
Surface Water
Sanitary wastewater transport
System
Storm water transport system
Combined sanitary and storm
water transport System
Surface impoundment with no
effluent
Underground pert
Well InjeCtion
Waste acceptance firm
Cvaporation
Consumption
Other,
f Why discharges and volume
Total Item 9.
*if there are discharges to 'other,'
specify,
10. Permits, Licenses and APS/heath:ins
t an existing., pending or denied permits, licenses and applications related to Mscharces frorn this. facility (see Instructions).
Number of Total Volume Used
tlischarge or Olscharged,
PR1r housand Gal/Day
RMIT APPLICATION TILED W/EPA-,
UNDER GROUP FORMAT,
ssulng AgencyAgency Use
(01
NCDEM D
NCDEM
AMENDED
Type 01 Permit
Or License,
DES
NCDEM AIR
IC) Number
lied
YR/MOP
4d)
0005
I. Maps and larawinys
Attach all required maps and OrawIngs to the WO., ol thls aPP'Pcal,onAsee IrlstrUcthons,
12. Additional Information
Deo! [ )11.e
Issued Dcnied
Cl/MC/lb A Y RfivIO/DA
31006
900815
0914
M1- ry^-,
th
Date
OrDr,
20731
920731
920731
1930831
Gr
1-3

STANDARD FORM C - MANUFACTURING AND COMMERCIA
SECTIO- BASIC DISCHARGE DESCRIPTION
Complete tons section for each discharge indicated Section I, item 9, that Is to surface waters. 1 his includes discharges to morticiPal sewerage
systems in which the wastewater does not 90 through a treatment works prior to being discharged lo surface waters. Discharges to wells must
be described where there are also discharges to Surface wafers from this facility, SEPARATE DESCRIPTIONS OF EACH DISCHARGE ARE
REQUIRED EVEN IF SEVERAL DISCHARGES ORIGINATE IN THE SAME FACILITY. AU values for an existing discharge should be repre-
sentative of tne twelve previous month% of operation. 11 this is a proposed discharge, values Should reflect boll engineering estimates.
fM1C)9110NAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLETI AS INC)ICAT ED, REFER
1300KLET REF ORE Eli LING OUT THESE ITEMS,
1. Discharge Serial No, and Name
a. Discharge Serial No,
(see lostructions)
b, Discharge Name
C'pae name of doscharqe, if any,
(sne I nstructionS)
c, Previous Discharge Serial No,
If breigirs permit application
was !made for this discharge (see
Item 4, Section I), provide prevr-
ouS d,scharge serial number
Discharge Operating Dates
a. Discharge began Date If the
(Searle described below is in
OPeratinr, gei the date (within
best estimate) the CliScrharge
be9an_
tr. Discharge to begin Date 1I
disc h,),,aaa ha S never ir)ircu,reel bill
Pianned for some tulure darer
give trie date (sisitriin best est,
male) tee discharge wiri begin,
ci Discharge to End Date nr.
harge s,,hedilied in be Uum
tinsied ton ore next tr Ves,
give iuo are lwitriio best ova,
coat,...) tee void
Engmeerang Report Available
Check it a ter,001
ii,N1,9,1tki.e '.0.•,'Ht"..",inq
reclatnt.
4 Discharge Location
000 t.,,.•.),ncivws Wit FIN FI y h h
hC 00,0 C ,V14el,ge rS iereared
aol),cao 01 City or
Discharge Pont Description
Dischargh -,to (checrk one):
Dee instruct...0M)
Stream tinciades 0,tc hes, arroyos,
and other II -tern -Intent vaatercourses)
Lake
Ocean
Municipal Sanitary Wasrevvater
Transport System
Municipal Combined Sanitary and
Storm Transport System
001
001
74 0
—
YR laa o
' N/A
vii rv,-)
N/A
202c
‘rt
NC
GASTON
(ALIKE
HOCE
DMIS
DMCS
4d
20.4e
This section contains y

DISCHARGE StSdIAL NUMBER
00]
Municipal St©rm'Waler Transport
System
Well tIr9eCLion)
Other
11' 'other' is checked, specify
Discharge Point t.at{t dng Give
the precise Iocat+an Caf the point
Of discharge to the nearest second.
Latitude
Longitude
Disc hair Recetvin later tVfa
Name the waterway at the po
et discharge,(see instructions)
11 the discharge fs through an out-
ran that extends beyond the shore-
line Car is below the mean low
water tone, complete Item 8.
Offshore Discharge
a, Discharge Distance from Shore
b. Discharge Depth BelWater
Surface
Discharge Type and Occurrence
a Type of Discharge Check
whether the discharge is con-
lrnuous or intermittent,
(See (See instructipos)
Et Discharge Occurrence Days per
Week. Enter the average num-
ber of days per week (during
pertof discharge) this
charge r CurS.
c. Dtseharge Occurrence __Months
II this cl,scnarge narrnaity
operate; tertrier tnternirttentmy,
�." continuously) on less than
., year a=ct..r,,7 h asis (exciodinq
vtckun s faf r[autine o,ainte-
`.,ence), ':'.4'S sc tPie` m ontCs dur-
q the yea; wCen the disr,harge
is. operating $see anstruCtlons)
orcC, rte I tt r,,s i+a ano. 1 1 tt' °..nter-
rtherwtse, proceed Yp !teem
tl. I nle rmi tie nl Docha rge Quantity
State the average volume per dis-
coarge occur,enCP do thbtisands of
g a'.I cr'15.
11, Intermittent Discharge Duration
and Frequency
a, Intermittent Discharge Duration
Per Day State the average
number of hours per day the
discharge is operating_
b. intermittent Discharge
Frequency State theaverrage
number of discharge occur•
rences Per day during days
when dischdrgthg.
12. Maximum Flow Period Give the
time period In which the maximum
flow of this discharge occurs.
�MtN
MfN 45 sE:C
©a _SEC
CROWDERS CREEK
Li Asirr,.
c
thousand gallons per discrearge occurrence.
y
NOMINAL VARIATION -RAINFALL INFLUENCED
11-2

lOSCHARCIE SERIAL NUMBER
001
13. Activity Description Give a
narrative description c1.activity
PcicIng this OiSCharge,Oee
14. Activity Causing Discharge F pr
each SIC Code which describes
the activity caiisling this discharge,
viippty the type end noa.*irourn
arrOont 0.f either I he iaw material
cnnSumied (Iteml4a) or itie Or0,1uCt
icood.aced (Item 14b) in Tide nt
5oec,fled to 1 ar le I of the iovrur,
tioo i3017)4. or SIC Cicvdev 110t
iiSled in 1 01tf" 4.1$€ CAW
or Orodoct,on units. faorrnaity used
for n,easonog procluction.,(ee
InSkr1.1(toon5)
a. Ravi Materials
213a
• AGENCY ti&E
INEDIBLE RENDERING
RECYCLING OF ANIMAL BY—PRODUCTS AND WASTE
RESTAURANT COOKING OILS.
RAW MATERIALS COLLECTED FROM MEAT PACKING
PLANTS, GROCERY STORES, ABATTOIRS, AND
RESTAURANTS.
END PRODUCTS ARE PROTEIN AND FAT FOR
ANIMAL FEED INDUSTRY.
Ma.ocw, UTht
',C Code N,coc IMicii4i1tiOy l`ee
214, (I) 12 )
2077 MEAT BY-PRODUCTS 1.6MILLION A-3
RESTAURANT OILS LBS.!
!--+
0, Products
SC Crx-je. NUC
214 (2)
Dp;(0,1fqcs
Nor,,two.
NONE
Sr4arta L.);schatqcs
5ro.04.1o1/1..ay 15u, w" r.41,,ynroz0
MaX4t1WM
11-3

'ASCH-i a; z mf S s 4_t NUMBER
TYPICAL GREASE / OIL AND BLOOD
RECLAMATION UNITS FOR RENDERING PLANTS
ACTIVATED SLUDGE WNTPN/POLISHING PONDS
AND CHLORINATION'
ESEGRE
ESURFA BRYSIC
RECOVE .HATR
tNIT
3) STHI CH
CCLDIS
SPRESS
ON
2 0)
LOCALS
PFL°AT
TIV
(4)

• DISC(1ARGE SERIAL NUMBER
001
16, Wastewater Characteristics
Check the box beside each constituent which Is present In the effluent (discharge water), This determination is to be based on actual analysis
or best estImatebtee instrucbons)
Parameter
tr2145'
Parameter
2116:
Copper
01042
Ammonia v Iron
00610
X 01045
Organicnitrogen 4 C3C1
00b0S. X 011151
Nitrate
00620
Nitrite
00615
Phosphors
00665
Sulfate
00945
Sulfide
00745
Sulfite
00740
Bromide
71870
Chloi
00940
Cyanide.
00720
Fluoride
00951
Aluminum
01105
Antimony
01097
A r.,:e!
Ill 01,12
fie ry11-re irs
01012
X (Isaestu
lin2n7
Manga nese
A 01055
v Mercury
A 71900
Molybdenum
01062
X
Nickel
011167
Selenium
01147
Silver
0107?
Potassium
.1,0917
00929
Thallium
01059
itaniu ni
11152
Tin
102
(nhicit
7405;1
',.1111.410 (11101.'F'rrik,(1 CVTilpk)1,111(ls'
01007 74tr52
lorern
01022
Cad in ie
01027
__deed
("aft:torn
00916
Cobalt
01037
Chromium
01034
Feca1colifONT1 bacteria
74055
X
Pest it ides*
74053
Oil and pease
tiOSSO
Pheriok
32730
Siolretants
38260
ldlorine
50060
Radioactivity.*
74050
*Specify substances„ compounds and/or elements in item 26.
Pesticides (insecticides, fungicides, and rodenticides) must be reported in lens of the asreepiab1e common
names specified in Acceptable Common Narrges and Chemical Names for the Ingredient Statement on
Pesticide Labels,. 2rid Edition, Environmental Protection Agency, Washington, 11).C., 20250, .lone 1972, as
required by Subsection 162,7(b) of the Regulations for the 1,-driforcement of the Federal Insecticide,.
Fungicide, and Rodenticide Act,
11-5

DISCHARGE SERIAL. NUMBER
001
17. Description of Intake and Discharge
For each of the parameters listed below, enter In the appropriate box the value or code letter answer called Ior,(iee instructions)
In addition, enter the parameter name and code and all required values for any of the following parameters if they were checked In Item 1E;
ammonia, cyanide, aluminum, ersenlc, beryllium, cadmium, chromium, copper, lead, mercury. nickel, selenturn, :Inc, phenols, oil and QreEe,
and chlorine (residual),
60056--
50050
infiue
f;ffluent
(3) (4) (5) (6)
MGD . 1 55 . ] 90 .010 .500 0i `T. 365
pH
Units
00400
Temperature (winter)
C
-94026- 74026
Tentpeaatute (summer)
© fin c
14 74025
• Biochemical Oxygen Demand
(B0D 5-lay)
mg/i
• 00310
Chemical Ox)fen Dzman1 (CO[))
Ing�rl
00340
Tot,d (n, x1 I[wrrat,le)
Solids
tll
flt CrCtl
0095
"Other (5icha.:ges sharing intake flow (se
7.2
6.3 6.5 5/7 45 G
5 15 5/7 45 G
25 3 48 2/Mo 53 24
2/M0
I[-6

I T. (Cont'd„)
Paramelec and Code
OIL & GREASE 005
CHLORINE RES. 5006
CHRONIC TOX. TG—P
18. Plant Controls Check If the fol-
lowing plant controlsare available
for this discharge,
,Alternate power source for major
pumprr;g facilely.
Alarm or emergency procedure for
Power car erauopmeot faoure
COm Ciele item 19 if duscharye
from cr„GOng andlor sreani water
geaterao r'r and water Ireatment
acSUdrotf arq u$ea,
S. Wafer Treatment Additives If the
drsrra,ge o tfeated wOtil any C011-
0 ono l)v'=or, or al+,rcide,
answer toe foTiow,rr rj;
a, Name ©f Rlaleriaus7
b. Name and address of mano-
fa..forer
C. QuanlrlY (Pounds added per
million gallons of water treated).
DISCHARGE SERIAL NUMBER
001
II-7

DISCHARGE SERIAL NUMBER
001.
d Chemical composition of these
additives (see instructions).
Complete items 20-25 If there is a thermal discharge
(e.g., associated with a steam and/or power generation
plant, steel mttl,. petroleum refinery, or any other
manufacturing process) and the total discharge flow Is
10 million gallons per day or more,. (see Instructions)
20, Thermal Discharge So tirc+e Check
the appropriate Ilemn(s) tnddcating
the source of the discharge. (see
Instructions)
Boller Blowdown
(goiter Chemical Cleaning
Ash Pond Overflow
Boller Water Treatment — Evapora-
tor Ellowdown
Obl or Coal sired Plants -•- Erftuent
from Air Pollution Control devices
Condense Cooling Water
Cooling lower Slowdown
Manufacturing Process
Other
21. Discharge 'Receiving Waller Temper-
ature Difference
Give the maximum temperature
difference between the discharge
and receiving waters for summer
and winter operating conditions.
(see instructions)
Summer
Winter
22, Discharge Temperature, Rafe of
Change Per Hour
Clive Ire maximum possible rate or
fenucrat ire ci.ang0 per hour of
(5,sr..ha'd," under raererating [crr'l
d,tioris l,? rnatru tidnsT
23_ Water- Temperature, PercenIFle
,report it reguen.cy of Occurrence)
In Sere faille hetow, enter the
t�6"n Perdt6J'e wr4'tach is exceeded. 103.rs
of the year, 5% of the year, 1% of
tlra: yerr and rot at an (riaeir,urn
yearly fernperalure). (See instrucl.ron$)
Frequency rat occurrence
a, Inta'r,r Water Temperature
(Sti,,tided to natural changes)
b. Crrschargr 4?s'atert Temperature
24, Water Intake Velocity
(See ins ttruct)orr ).
25, Retention Time Give the length of
time, in minutes, from start of
water temperature: rite CO discharge
pf tooting water, (see Instructions)
11-8

Act a
ton
001

STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION IIi. WASTE ABATEMENT REQUIREMENTS & IMPLEMENTATION (CONSTRICTION) SCHEDULE
This se
mint
action.
IF YOU A
n requires information on any uncompleted Implementation schedule which may have been Imposed for construction of waste abate -
Such requirements and Implementallon schedules may have been established by local,State, or Federal agencies or by court
ition to completing the followirtg Items, b copy of an official Implementation Schedule should be attached to thls application.
SUBJECT TO SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF DIFF ERENT LEVELS OF
AUTHORITY IMPOSING DIFFERENT SCHEDULES (Item taF) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATION UNITS
(Item c), SUBMIT A SEPARATE SECTION 111 FOR EACH ONE.
Improvements
a. Discharge Serial Number
Affected List the discharge
seria6 numbers, assigned in
Section 11, that are covered by
this irnptementation schedule.
b. Authority Imposing Require.
menls Check the appropriate
Item Indicating the authority for
Implementation schedule.. If
the Identical Implementation
schedule has been ordered by
more than one authority, check
the appropriate items, (see
instructions)
Locally developed plan
Areawlde Plan
6asiC Plan
State approved implementa-
tion Schedule
Federal approved water
Quality standards implementa-
tion plan.
Federal enforcement proced-
ure or action
State court order
Federal court order
c. Facility Requirement, Specify
the 3-character code of those
listed below that best describes
In general terms the require,
ment of the implementation
schedule and the applicable six,
character abatementcode(s)
from Table li of the Instruction
booklet, if more than one
schedule anoires to the facility'
because of a staged construction
schedule, state the stage of con-
struction being described here
with the appropriate general
action code. Sabmlt a separate
Section Cil for each stage of
construction planned.
N/A
[] SQS
LJENF
CRT
LIFE U)
3=character
{fleneral)
5-character
(specific.)
ee Table II)
New Facility NEW
Modification (no increase in capacity or treatment) MOO
Increase 6n Capacity INC
Increase In Treatment Level INT
Both Increase In Treatment Level and Capacity ICT
Process Change PRO
Elimination of Discharge ELI
This section contains 2 pages,

Mode nnasstatl
eposed by scbrdu;
accurately as p
IrnpF
b. Final plans br tsstdrt
t plan complete
lrrclb9omplete & contr
o. Site
action (el
rest rue
on)
g, End action, (e.g., construction)
ptatton
1 dates r
nntructions)
-2
or taro
ow

NORTH CAROLINA DEPT. OF NATURAI, & ECONOMIC RESOURCES
ENVI RONNENTAL 1,1ANA(EMENT COMM SSI ON
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
APPLICAT
C1t I NU
ARGE SERIAL_ NUMt3ER
REFER TO DIRECTIONS ON IRSE SIDE BEFORE ATTEMPTING TO COMPLETE THIS FORM
IP'aramctC1
(Cock)
.(501)
2
4
t1EMAP.KS:
certify that II dC;1 Ein'4rllar with true Utri O
pest r R tv kn a § dgu and belle! Such it
report a aa that to the
,carat+,.
Crate F-crtn Compiantect
Name ©t Autnorized Agent
ignaturc

STANDARD FORM C -- MANUFACTURING AND COMMERCIAL
TION II. BASIC DISCHARGE DFSC
Complete MS section for each dascharge in
systems in which the wastewater sloes not go thrc
he described where there are also discharges to surface
REQUIRED EVEN IF SEVERAL DISCHARGES ORId$NATE IN
sentative or the twelve previous months of operation,
P' "I0,
urlacc waters. 1 his Includes discharges to muricipat sewerage
ors4s Farrar to Ueing etischarged to surface waters. Discharges to wells must
this facility, SEPARATE DESCRIPTIONS OF EACH DISCHARGE ARE:
THE SAME FACILITY. Alt values tor an existing discharge should be repre•
osed discharge, values should reflect best engineering estimates.
ADDIT IONAL IN'ST'RUCTIONS FOR SELECTED ITEMS APPEAR IN SE"PARATE INSTRUCTION BOOKLET AS INDICATED. REF "ER
10BOOKLET eft ORE FII LING DUI 7HESE. lit MS,
Discharge Serial No, and Naive
a. Discharge Serial No,
(see instructions)
b. Discharge Name
G,ve name of discharge, it any,
(see rnslructnons)
c. Previ©us Discharge Serial No,
Or previous pera)il applicatiou'i
was r3,acre for this discharge (See
Item 4, Section I); provide previ-
ous d;scharge serial number.
Discharge Gperaling Dates
a Discharge Eega.n Date tI the
discharge descr,Ued below rs in
operatrnn, gore the date {within
best es', mate) tnc Di5[hargt]
U�'gan,
b. Oostttarge t4 Eegln Date
dascha,grl. has {•ever nccurrr„d (Jut
is [ISnr•co ton some iliture lost^,
give the u>ale- (r.rthm best
rv).elcj the discharge will tie i n.
c Di&cherge to End slate 11 dr#-
ctuuge a.5 stne€s-tiect to be cUsco .
t�n,,�ep v,.elz¢,ro 1.,,e next ¶, ye,t,s.
give C"'.v a?:a4� 1.-, �Eulxu't hct^4 0 1.,
%`}a Yri ='r,r seyc kaki cod
h naprue er:eg Peeo'i Avaalthle
hot r„
4 tY,scharpe l.ocalne rs
10,0
e
tlrscha ree Paa,nt Description
F r;sCharge a[e rnt0 IuneCk orlci.
(sec inslruCirOnrt
Stream (includc's d tChes, arroyos,
and Other irterfrin tent wa'Ie1COur SoS)
take
Ocean
Municipal Sa-htary Wastewater
Transport System
Municipal Comb,ned Sanitary and.
Storm Transport System
202c
74 01
Yrr MCI
Y Id r,.•)
_j )CE_
[]MCS
2p4d
2t34e
2044
This section contains Y

U!SCI-+ARGE, S£kIAL NUMBER
002
Municipal .Storm Water Transport
System
well ;Inject tool
Other
If "other' is checked, specify
Discharge Ponti— l at/Long Give
the precise location of the point
of dischargeto the nearest second.
Latitude
t ongifude
7. Discharge Receiving Water Name
Name the waterway al the point
cE1 discharge (see instructions)
If the =o scnarge is through an out.
tail Ina! extends beyond the shore,
Mine or is below the mean low
water tine, con"rattle Stem B.
Offshore Discharge
a. Discharge Distance from Shore
b Discharge Depth Below Water
Surface s*tigb feet
❑ST5
T
3))EG o MIN aQSE:c
C>EG 12
MIN 00 SE
CR©DERS CREEK
Discharge Type and Occurrence
a. Type ofDischarge Check
whether the discharge is con-
tinuous or intermittent
(see instructionij
tr. Discharge Occurrence Days per
Week Enter the average num-
ber of clays per week (during
periods or d sc arge) this dis
change c+0,6srs
t [3rsGhs rge Occurrence --Months
t.r r0ntirieri d48y) ors less
year•arr,,`af� ssa sty icy c c!
toutre,e rxra[fl!t'
the nro,rft,; dur•
,rrq the yes- w Sven :nc. discharge.
6 ra@erak,ey isce dnstr,rcItunsl
wtterrf" is +Checked ors Item 9,a,
otherwise, prtrcCe+7 .6 !ter
O. Intermittent Discharge Quantity
Slate the atrera;e vosunte, per dis-
tr,ar]e Uccl➢rrersCe on thousands of
ganl,ns
1 t.. Intermittent Discharge Duration
and Frequency
a. Intermittent Discharge Duration
Per Day State the average
number of hours per day 'tbe
discharge is operating.
h Intermittent Discharge
F requency Slate the average
number of discharge occur
rences per day during Clays
when discharging.
12. Maximum Flow Period Give the
time period in which the maximum
how ' of This discharge occurs.
u
eek
Li )Cf_
','hours per day
Agency Use
303e
gailon5 per discharge t=ccorrerrce
• Adischarge occurrences per day
8 INCLUSIVE
month
11-2

14
Description
description id
ing this ()retrials)
tons)
SUPP9v tt tvta
nouns (i ed
d'
ed in 1 aw e¢
it Lbkitt.ductaon
Yt5 7 title#: fi
duct,
PAL N
002
NON -CONTACT COL T TER FOR CONDENS
OF COOKING VAPORS
RESTAURANT

to bsteeretct Practices
abatement
as rti ci are
RAGE SERIAL
002
saute
varlet
± Y3at
tliry Buda uw

rsARGE SLRIAL NUMBER
002
COOLING WATER
Ib, Wastewater Characteristics
Check the box beside eachconstituent which Is present In the effluent;discharge water). This
or best estimatea;see Instructions)
Q1of
o0so
op pe f
Arnmonia iron
00610 {i 1045
Organic nitrtyen
00605 tP1t15t
Nitrate Ir;agnesium
00620 (ii1927
Nitrite flan
00615
Phosphorus hJecr
00665 71 rt1
; ulfa to
a0945
Sulfide P„ieye1
00745 11t167
Sulfite Sels�ni�
00740 01147
31711
C'hlrrrrdc
094 ft
f')`anide
(i07 2 0
1 `luneide
00951
Alummnum
01105
Antimony
01093
A r is n,`_,__
D10192
Italhunt
l(159
et crease
'Specify substances, coinpound:s and,for elements in item 26.
e
Fararateter
t6
on Is to be based on actual analysis
Pesticides (insecticides, fungicides, and rodenticides) must be reported in terms of the ae eptablc^ cornets;
names specified in Acceptable n Names and Chemical Names for the Ingredient Statement on
,Pesticide Labels, 2nd Edition, Environmental Protection Aycncy, Washington, fi.C. 20250, June 1972, as
requited by Subsection 162.7(b) of the Regulations for the 1 nforcement of the Federal Insecticide,
Fungicide, and Rodenticide Act.
11-5

DISCHARGE SERIAL HUMBER
002
17. Instill/lien of I ntrke and Discharge
For each 0104 Yirameters listed bti Ow, enter In the appropriate box the value or code letter answer (erred torAm instructions'
In orIclitiOn, enter the perimeter name Sfld code and oll required values for any of the f °flowing parameters If they were checked in Item 16;
ammonia, (yanide, eiurninurn, erstnie, beryllium, cadmium, chromium, copper, lead, mercury, nickel. selenium, g uhenots, oh end grease,
end chlorine Irrildosi).
roams lei s ra3 coat
V 5 1
litteeteT--
v 1
Units
00400
AC
—time- 74026
MGD
0050
itmpHature (summer)
c
YC
—94421- 74025
tiothemical OxygenDemand
OD 5-day)
rigjl
310
ren0,nland (COD)
4
Total SusperdA (r ylfillef abic)
Solidi
"II
• 00530
. Specific Cord icti-.z..e
microolhom a 7 2 5 C
r ,95
Se litrAbk II
111/1
00545
Influet IfflucLI
.500
7.2
(4) (5)
007 • 61 K 52 G
30 25 32
35 33 40 2 G
*Other dischaigcs sharing intake flow (serial numbers)(see in.structions)
116

Prat
Iowa) pId �t E3 tP 4
for th disc+rarg ,
,Ahern to power s
punu ing Ckqty.
ann ur 5ergereey prose...Sure for
;rKer or prgsea t Pa;i:.,are.
,
ad address or m`3arku
unds add..e;
ns,taf
DISC AtiRO. SERIAL t4UC t Ft
}
N/A
N A

ARat SCRIM, frUINlER
002
sitlon of these
tructlons),
Complete Berns t0.25If there 1s
4e.194 modeled with a Stearn and/or pot
plant, steel MItf, petroteum teflnery, or any
manufacturing tweets, and the Iotal dtschae=
10 million gill ons per day sir more, (see Instructions)
20. Thermal Discharge Source Check
the tpproprlate Punts) ind1Cetlnp
the space of the discharge. (tee
,Inetrucllons)
VOW lilowRtown
potter Chemical Cleaning
rah Pond Overflow
['oiler Water lf reatment t.vapora•
tOftI0wtt VIi
©11 or Coat Fired Plants �_- E.f fluent
from Air Pollution Control flevl°et.
(:ondihse Cooling Water
Cooling Tower tlowdown
F.4anufaclur1ng Process
Ulher
Mice erat/Receiving Water Temper -
ahem Gilference
Calve the mexlr,num temperature
difference between the discharge
and receiving waters for summer
and winter operating conditions.
Summer (see Instructions)
Vfinl'er
ore, pate of
Give the rnaxlmum potsibit rate of
terrltrature change per hflur 01
ell:targe Linder operating ton
6ifoons, (see instructions)
23 W'rlrr Temperature, F ercentiie
ker oil (F reauency c.I Occurrence)
li^r tr,e table below, enter the
tz+r.rreraturr wT;lcn i; exceeded t 0%
of the year, 5;6 O1 the year, 1 of
lne year anti not et all (maximum
yearly temperature). 'see Instructions
F reQuency Ot Occurrence
a. i.rtake Watee temperature
(5utr)ecl to .alurai cnar,Vett
b Oscharge Water 'temperature
24. water Intake Velocity
(see loslructlons)
2S. Peteetlan'time Give the length of
lime„ In minutes, from start of
water temperature rise to discharge
of cooling water. (see Instructions)

26. 1dt In1tTt 6 n
226 tem
1:6CHARGE. SE GI NE NUMBER
002
amaaaaaa
forma Goo
FOR AGENCY USG

STANDARD FORM C MANUFACTURING AND COMMERCIAL
SECTION ID, WASTE ABATEMENT REQUIREMENTS Si IMPLEMENTATION (CONSTRUCTION) SCHEDULE
This section irecJir6res }nformatlon on any uncompleted Implementation schedule which tray have been Imposed for construction of waste abate
anent faUiltles. Such requtrerrvents and (mplernentatfon schedules may have been established by Iocal,Ste e, Of Federal agencies or by court
action. In addition to completing the following Items, b copy of en official Implement/lion Schedule should be attached to this application.
IF YOU ARE SUBJECT TO SEVERAL DIFFERENT IMiPLEMCNTATION SCHEDULES, EITHER BECAUSE Of DIFFERENT LEVELS OF
AUTHORITY IMPOSING DIFFERENT SCHEDULES (Item la.) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATION UNITS
(item 1c), SUBMIT A SEPARATE SECTION. III FOR EACH ONE.
Improvements
a, Discharge Serial Number
Affected List the discharge
serial numbers, assigned In
Section II, that are covered by
this implementation schedule,
b. Authority Imposing R'eauirr•
ments Check the appropriate
Item Indicating the authority for
Implementation schedule. If
the Identical Implementation
schedule has been ordered by
more than one authority, check
the appropriate items, (sae
Instructions)
Locally developed plan
Areawlde Plan
Basic Plan
State approved Implementa-
tion Schedule
Federal approved water
Quality standards Implementa-
tion plan..
Federal enforcement proced-
ure or action
State court order
Federal court order
c. Facility Requirement,
the 3,character code o
listed below' that best des:r
in general terms the require-
ment of the implementaton
schecauie ar,ij the applicable s'>d•
charade,'' atietenient codes)
trom Table lI rt the lnstrucilon
booklet, 11e-.ore than. one
schedule a; plies to the facility
because of a staged construction
schedule, state the stage of con•
struction being described here
with the appropriate general
action code. Submit a separate
Section I1I tc,r each stage at
construction planned.
Specify
N/A
]ARE
iBAS
]sc s
T
3-character
(general)
Et-criaracter
(speclf ic)
able Ii)
flew Facility NEW
Modification (no increase in capacity or treatment) MOD
Increase In Capacity INC
Increase in Treatment Level INT
Both Increase In Treatment Level and Capacity ICT
Process Change PRO
Elimination of Oi harge ILI
section contains 2 pages.

Insotementation Schodula and 3, Athial Completion Oates
Provide dates Imposed by schedule and any actual dates of conviction for Implementation stops listed below.
Indicate dates as accurately as poshble. (sae Instructions)
Implementation Stade
a. Preliminary plan comp/ate
Final plan submliston
c. Float plan complete
d, Financing complete. & contract awarded
a. Site atgutred
I„ Begin action 04. construction)
End action (hip, construction)
h. Discharge Began
t. Operational level attained
FOR AREPICY USE
2, Schedule (ehilMni/DaY) 3. Actual Completiow eeciOsiblaiDaal
111.2
lc to
—1
GP 0 865:742

NORTH CAROLINA DEPT. OF NATURAL & ECONOMIC RESOURCES
ENVIRONMENTAL MANACEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL. REQUIRED INFORMATION
DISCHARGE SERIAL_ TIUMU'ER
RE FER 1D DIRECTIONS ON REVERSE SIDE BEFORE ATTEMPTING TO COMPLETE THIS FORM
Parameter
(Code)
(501)
LARKS:
(4
I certify that I am familiar with the information contained In this report and that to the
best of my wnowledye and helief auCFr Information is true, complete and accurate.
Complete
Authorized Ayr:nt
tire

te,MAk f-0111z0E FcR-- EX-15T( AI (-1 PR C 0 1./C-1( C iNs CD(TI ot,
\--TTA-04ED L r. A-1,2G- B A S El) 0 NI' eZcpL.tc-rt 0 r,_) Ff VE QE--A42.&, ---,c
rrAci-ste-ti 6IrrbiEwfivrCf- Z, Q.41ARAci-e-2cs-r(c ,1/4)„,,--,Q,E- NPDES WASTE LOAD ALLOCATION
5tAstvurrc----0 o,e APeoc):kA4-(-
Facility Natne ; C AP3 L N A, ciL,k-z-r-itr-g r\.. pRe.cE.s., ( Asi C-7 CO
Existing
Proposed 0
Design Capacity(MGD):
Permit No :
0 , (00
Revolving Stream: CgOCO-DERC. c Class:
Reference USGS Quad: 6:1- (4
(Please attach)
Pipe No.:
County: 64ST 1N-1
ial (% of Flow) tbmtstic (% of Flow):
F -3 7
Requestor: ES P.- I t> E=75. Regional Office M
ne llrnftatlons, tf app11cab1e, are to be listed on the back of his form.)
Plasign
7Q10 (cfs)
,
Drainage Area (mi2 ).
Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps):
Effluent
Characteristics
1) (44D
t2)
ML
ce-cS c.t.t
LOT'
5-0
'2 7
Ki (base 0, per day);
10.
Avg, Streamflow (cfs):
30Q2 (cfs)
Slope (fprn
(base e, per day);
Comments
AT-
13 fr-
Review
Effluent
Characteristics
:?Dnthly
Lverage
5
Date:

For Appropriate ©isrtlurgers, List Complete Quid
Effluent
t ► recteristics
of Product Produced
Lips/Dayx�ac
nt Guideline Reference
d
Fib

37&1 .
Request No. :3770"
Facil1ty Name
Type of Wast�
Status
Recei*tng 6tream
Stre�m Clas�
Subbasin
County
�egion�l Office
Reqtor
Dc:�kte of Reque�t
Uuad
AASTEL0AD ALLOCATION APPROVAL. FO1 M
� CPi ROLINA OU1H[RN
: REND[RTNC"i
: EXI�TlWB
: CROWDERS CR�EK
�C
: 030837
� �ASTAN
r SAM'��ID���
� 1/30/87
z G14Wu
OA
�
Wasteflow (mgd): .16
5-U�y BOD (#/D)
Ammoniz.i Witro�e�
D i a sulved Dxygcw (mg/l>:
TS� (#/D) : 315
,eca1 Colifornm (#/10DmI}�
pH ,SU6~V
Oil Z ease (mg/1150
:
�G)10
Average Flow (cfs} � �0-9
Cob/�/� ' � � /��o�� z'°�'m'�
+ (�~�/�
---------~�---------------------- n(AN ITQ�INS
Upstream (Y/�>z Y Loc�tion:
Dmwnstream (Y/N)� Y Lmcatio�:
----~--�---------------~~--------- CQM1, 1ErT� --------------�-~--_---____-_-.-_
PREDICTED DO SAC., OCCURS IN S3OQTH CAROLINA. lWTERACTS YQ A SMALL WITH
A NUMBER OF OTHER DISCHARGERS, INCLUDING KING", MOUNTrAIM'
BEBS�MER CITY, L�NDA HANCO�K. DO�ULT C#L�ULATED AS 1-5XBOD5 + 4.bXNH3N'
ALLOCATION OF ENT%RE ASSIMlLA|lVE CA�A�ITY
,
AT 213 MOD.
Recommended by
Re�1ewed ��:
�up�ort SI-inr
F{egzmnaI �uper*i�or
Permits, & Engineeriog

PERMIT N NC0005011
.PERMITTEE NAME: CBP Resources, Inc.
FACILITY NAME: Gastonia Division
Facility Status: Existing
Permit Status: Renewal with Modification
411*C ERIWAVITOLOAD ALLOCATION
RESOURCES AN ID
COMM LIN ITV
SEP 1 0 1993
iltitS2i 1r
Major Minor
Pipe No.: 001
Design Capacity: 0.160 MGD
Domestic (% of Flow): 0.6 %
Industrial (% of Flow): 99.4 %
Comments:
Modification is for name h only,
RECEIVING STREAM: Crowders Creek
Class: C
Sub -Basin: 03-08-37
Reference USGS Quad: G 14 NW
County: Gaston
Regional Office:Mooresville Regional Offic
Previous Exp. Date: 7 .2 Treatment Plant C
Classification changes within three miles:
Class "C" to NC/SC state line.
_ (please attach)
Requested by: 1
Prepared by:
Reviewed by:
--pb
Charles Lowe
Date: 3/24/92
Date: g3
pate:
1 9
irtovii/n7
(541/)
Modeler
Date Rec.
Drainage Area (mi2 ) 70. Avg. Streamflow (cfs):
7Q10 (cfs) /3 Winter 7Q10 (cfs) / 30Q2 (cfs)
Toxicity Limits: IWC
instrearn Monitoring:
Acute/Chronic
Parameters 7 .5.04.44 0 UpstreamLocation
Downstream 1 Location (-2
Effluent
Characteristics
BOD
(
D.O. (mg/1)
TSS
5c;
F. Col. (ROO ml)
pH (SU)
Com.ments:

FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW
Effluent Characteristics
Mernth1
Average
Corny ents
Daily
Maximurrx
0
Day Produced

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Srbbasin:
County:
Regional. Office:
Requester:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTEL)AD ALLOCA`11O
Request #
CBP Resources Inc. -Gastonia Division
NC0005O I I
Industrial - 99.4% / Domestic 0.6%
Existing
Renewal
Crowders Creek
C
030837
Gaston
Mooresville
Lowe
3/24/92
G 14NW
Stream Characte
S EP
993
gOFt�iha"f'
REUMIUE k l xi` .' I
6837
C44t N$dAIX1C.1-.4
USGS #
Date:
Drainage Alva (n
Summer 7Q1.0 (c
Winter 7QI0 (cf:
Average Flow (c
30Q2 (cfs):
IWC ('7,):
Fl
70.6
13
19.8
82
1993
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting renewal of existing NPDES permit. WLA WAS HELD SINCE 3/92
AWAITING RESULTS OF CROWDERS CREEK BASIN QUAL2E MODEL. RESULTS
INDICATE THAT EXISTING LIMITS CAN BE RENEWED FOR MOST DISCHARGERS.
Tech Support recommends renewal of permit with addition of chronic toxicity limit.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by=.
Reviewed by
Instream Assessment:
Regional. Supervisor:
Permits & Engineering.:
RE
C
N
SERVICES BY:
$EP
i

Type of Toxicity Test:
Existing .Limit:
Recommended Limit:
Monitoring Schedule:
Existing Limits
Wasteflow (MGD)
BOD5 (ibsiday):
TSS fibs/day):
pH (SU):
Oil & Grease (lhs/day):
Fecal Coliform (/100n1):
NH3 (lbs/day):
Dissolved Oxygen (in/I):
Temperature (PC):
Total Nitrogen (mg/1):
Total Phosphorus (mg/i):
Recommended 1 imi
Wasteflow (MGD)
BOD5 (ibs/day):
TSS (lbs/day):
pH (SU):
Oil & Grease (Ibsiday):
Fecal Coliform (/100m1):
NI13 (lbsiday):
Dissolved Oxygen (rng/1):
Temperature (PC):
Total Nitrogen (mg/1):
Total Phosphorus (ng/1):
TOXICS/METALS/CONVENTIONAL PARAMETERS
Chronic Ceriodaphnia PasstEail
NONE
AUG NOV FEB MAY
Monthly Avg.,
0.257
340
420
6-9
200
140
monitor
monitor
mon i tor
monitor
Monthly Average
0257
340
42.0
6-9
200
140
MOD i tor
monitor
monitor
monitor
Limits Changes Due To:
Change in 7Q1.0 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment. information
Other (onsite toxicity study, interaction, etc,)
Daily Max.
680
8.40
400
400
280
Daily Max.
680
840
400
400
280
BPT
Bp-r
B 1 /WQ
B PT
BM'
BAT
BPT
BPT
BPT/VVQ)
BPI
BPT
BAT
Parameter(s) Affected
X_ Parameter(s) are water quality limited. For some parameters, the availableload capacity of the immediate
receiving water will be consumed. This may affect future water quality based effluent limitations for additional
dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

INSTREAM MONITORING REQUIREMENTS
~Upstream Location: At Highway 321
At South Carolina Highway 564
Parameters: Temperature, Dissolved Oxygen
Special instream monitoring locations or monitoring frequencies:
Downstream Location:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Ad quacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing tmatrnent
facilities? Yes No
If no, which parameters cannot be met?
Would a "phasing in of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional.
office recommendations:
If no,
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, tonics spreadsheet, copy of model, or,
assumptions that were made, and description of how it fits into basin
Additional Information attached? (Y or N) If yes, expla
deled, then old
ptan
achments.

Facility Name CBP RESOURCES-GASTf NIA D.I.V. Perrnit # NCO005011 Pipe # 001
CHRONIC TOXICITY .PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
I.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is _3 % (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 the effective date of this permit. during the months of
AUG_ NOV _FEEB_MAY_. 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 perinit. condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B,
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental S:iences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 227607
Test data shall be complete and accurate and include all, supporting cchemicallphysical measurements performed in
association with the toxicity tests, as well as all dose/response data. Totalresidual chlorine of the effluent toxicity
sample must he measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will.
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement. or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document such as minirrauni 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.
7Q1(l 13 cfs
Permitted Flow 0.257 MGD
IWC 3 r%
Basin & Sub -basin CTB37
Receiving Stream Crowders Creek
County Gaston
ommended by:
2/93
QCL P/F Version 9/91

Date: March 24, 1987
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Gaston
NPDES _Permit No. NC 0005011
AC 0005011
PART I - GENERAL INFORMATION
1. Facility and Address: Carolina and Southern Processing Co.
c/o Carolina By -Products Company
Post Office Drawer 20687
Greensboro, North Carolina 27420
2. Date of Investigation: February 12, 1987
3. Report Prepared By: Michael. L. Parker, Enviro
Engineer I
XXntal
4. Person Contacted: Mr. Steve Wilkerson, Sr. Vice -President;
Van Jones, Wastewater Treatment Plant Operator
5. Directions to Site: Carolina and Southern Processing
Company is located on the northbound side of Highway 321
approximately 0.25 mile south of the junction of Highway 321
and S. R. 2416 in southern Gaston County.
6. Discharge Point ,. Latitude: 35° 09' 42"
Longitude: 81° 11' 22"
Latitude: 35° 10' 09"
Longitude: 81° 11' 36"
Attach a USGS Map Extract and indicate trea.
and discharge point on map.
USGS Quad No.: G14NW
7. Size land available for expansion and upgrading): There is
ample area available for the continued operation of the
existing facilities. Area is available for expansion if
necessary.
(discharge 001)
(discharge 002)
ent plant site
8. Topography (relationship to flood plain included): Rolling,
3-8% slopes. Wastewater treatment facilities are not
located in a flood area.
9. Location of Nearest Dwelling: No dwellings are located
within 1000 feet of the wastewater treatment facilities..
10. Receiving Stream or Affected Surface Waters: Crowders Creek
a. Classification: C

Page Two
b. River Basin and Subbasin No.: Catawba 030837
c. Describe receiving stream features and pertinent
downstream uses: Flow was observed in receiving stream
which appears to have a good upstream drainage area.
No other dischargers are present in the immediate
vicinity.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of Wastewater: 0.6% Domestic
99.4% Industrial
a. Volume of Wastewater: 0.720 MGD (cooling water); 0.159
MGD (process water)
b. Types and quantities of industrial wastewater:
Wastewater is generated in the rendering and cooling
process associated with this facility.
c. Prevalent toxic constituents in wastewater: N/A
d. Pretreatment Program (POTWs only): N/A
2. Production Rates (industrial discharges only) in Pounds:
Facility anticipates receiving approximately 2,000,000 lbs.
of product per day within the next 5 years. Actual
production rate is approximately 40% of raw material
processed.
3. Description of Industrial Process (for industries only) and
applicable CFR Part and Subpart: The industrial process at
Carolina and Southern consists of the rendering and
recycling of animal by-products from meat packing, poultry
processing plants, etc...into producing animal feed
ingredients and animal fats. CFR Part: 40 CFR Part 432
Meat Products; Subpart: Renderer; SIC Code: 2077
4. Type of Treatment (specify whether proposed or existing):
The existing facilities consist of screening, mechanical.
grease traps, dissolved air flotation cell, a series of
aerated lagoons,, ,flow recorder and disinfection facilities.
An anaerobic digest©r is proposed for this facility.
5. Sludge Handling and Disposal Scheme: Sludge is currently
being stored in two (2) on -site sludge storage ponds. The
Company has no present plans for disposal.
6. Treatment Plant Classification: Class II
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only)? No

Page Three
2. Special monitoring requests: N/A
3. Additional effluent limits requests: N/A
4. Other: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
The wastewater discharges at Carolina and Southern
Processing Company originate from two (2) sources. The first
source is process water and greases extrapolated from the cooking
and rendering process. This wastewater passes through the
Company's wastewater treatment facilities and is discharged to
Crowders Creek (001). The Company's second discharge, which was
not previously covered under the existing NPDES Permit, is a
non -contact cooling water discharge originating from the
Company's cooking equipment and after passing through an on -site
reservoir is discharged to Crowders Creek (002). Part of this
non -contact cooling water is recycled. No biocides are added.
The Company is anticipating an increase in production over
the next 5 years. Present raw material being processed amounts
to approximately 1,500,000 lbs. per day which is projected to
increase to 2,000,000 lbs. per day in 5 years. Because of the
proposed increase in production and recent compliance problems at
the wastewater treatment plant, Carolina and Southern intends to
construct an anaerobic digestor to reduce wastewater treatment
plant loading. The Company has recently experienced a period of
non-compliance with the NPDES Permit limitation far NH as N.
Recent correspondence from the Company indicates that Much
improvement in effluent quality has been made and that Permit
compliance is expected soon. Because of its ability to reduce
nutrient loading which has caused previous problems at this
facility, approval for construction of the anaerobic digestor is
recommended provided a positive recommendation is made by the
Engineering Review Group and our Groundwater Section.
The wastewater treatment facilities appeared to be in good
operational condition during the site investigation. No adverse
impact in the receiving stream was observed as a result of this
discharge.

Page Four
It is recommended that the NPDES Permit for this facii..ty be
renewed.
Signatu e of RepoP
Water uaRegional Supervisor

State of North Carotin
z
Depaof Natural Resources and Conirn r tDev p nt
Division of Environmental management
512 Nord. Salisbuty Street • Ra.lei , North Carolina 27611
rt, Cove
Dear N.
nor
We ackntwledg+e receipt of the following docurnents
permit application -
engineering plans
pecifications
other.
Your project has been assigned to
All project documents will be reviewed wi
this Division to approving any expansion of these treatment facilities or increase of flowrate in the future.
9
tornas Rhodes, Secretary
proposed wastewa
for a detailed engineering review.
cilities. This review willnot commit.
Prior to the issuance of the permit, you will be advised of the recommendations any coca en'ts of this tTiviion.
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)
_engineering plans (signed and sealed by N CP.E.)
specifications (signed and sealed by N.C.P,E.)
other additional information detailed on attachment
The above checked information is needed by `"° m;Y , If not received, your application
package will be returned as incomplete. Please be aware that the Division's y=., _. tr.., v r , ° Regional Office
must provide RECOMMENDATIONS from the Regional Supervisor or a Procedure Fothis project,
prior to final action by the Division.
cc:
If you have any quest please call the review engineer at this telephone number 919/7T:3-
P , ilox 27687, Raley, No ( n ikrta 2751t-7687Telephone gt3-7 3 9 4
An Equal Opportunity Affirmative Action Employer

State of North. Carolina
of Natural Resources and Community Develo
Division of Environmental Management
512 North Salisbury. Street • Raleigh, North Carolina 27611
Dear
IC?
R. Paul Wilms
Director
Subject: NPDES Permit Application.
NPDES Permit No. NCOO
Count\T
This is to acknowledge
Application
Engineering
Request for
Application
Other Roo
The
receipt of the fallowing documents on
Form,
Proposal (for proposed control facilities)
permit renewal,
Processing Fee of $
items checked below are needed before review can begin:
Application form (Copy enclosed),
Engineering Proposal (See Attachment),
Application Processing Fee of $ bto
Other
If the application is not made complete
be returned to you and may be resubmitte
This application has been assigned to
(919/733-5083) of our Permits Unit for
any comments recommendations, question
for the review of the application.
hin thirty
when complete.
ys,
view. You wili. be advised of
or other information necessary
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.
cc:
y,
bur Nouberry, P.E.
Supervisor, Permits and. Engineering.
Pollution Prevention Pays
P.O Elox 27687;, Raleigh, North Carolina 27611.7687 7elephoree 919-7.
An Equal Opportunity Aftirmatsve Action Employer

N. C.'DEPT. OF NATURAL RESOURCES AND COMMUNITY DEV.
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
STANDARD FORM C — MANUFACTURING AND COMMERCUIAL
SECTION I. APPLICANT AND FACILITY DESCRIPTION
Unless otherwise specified on this lore all Items are to be completed„ If an item is not applicable innlcate 'NA,'
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOO LET AS INVICIAYE©, ReEt.E.ttTO
BOOKLET BEFORE FILLING OUT THESE I1EN.5,
1. Legal Name of APPllcant
(see instructions)
MaltingMalting Address of Applicant
(see Instructions)
Number & Street
City
State
Zip Code
Applicant's Authorized Agent
(see Instructions)
Name and Title
Number & Street Address
CRY
State
Zip Code
Telephone
4. Previous Application
If a Previous application fo
National or Federal dIs:.har$ per-
mit has been made, give the date
of application. Use numeric
deeignatlon for date.
Plea
Area
Code
Printor Type
1'
Number
YR hMQ DAY
r certify that 1 am familiar with the Informatltrn contained In this Application and that to the best of my knowledge and belief su[h information
is true, complete, and accurate,
Printed Name of Person Signing
Signature of Applkant or Authorized Agent
Title
Z
YR MO ©AY
Date Application Stoned
earth,C1eGentrepresentation, at43'215.ce ):provides that: Any person who knowingly makes
ti ication in any application, record, report, plan,
or other document files or required to be maintained under Article :1 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers with,
or knowly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under Article 21 or regulations: of the Environmental Managemtent Crammissiot
implementing that Article, shall be guilty of a misdemeanor bamishaa'hle by an fine net to exceed
510,on;), or by imprisonment not to exceed six months, or by hots, (18 L.S.C. Section 1001 provide
e punishment by ,a fine of not more than 10,000 or imprisonment net more than 5 years, dr bath,
for similar offense.)

Facility/Acavlty (see instructions)
Give the name, ownership. and
Physical location of the plant or
other operating facility where dis-
charge(s) does or wilt occur.
Name
Ownership (Public, Private or
[Both Public end Private)
Check block if Federal Facility
and give GSA Inventory Control
Number
oCa lion
Street & Number
City
County
State
Nature of rushes' State the
nature of the business conducted
al the plant or operating facility.
Facility Intake Water (lee lnttruC•
tions) Indicate Water #retake volume
per day by sources. Es
average volume per day In thousand
gallons per day.
Municipal or private water system
Surface water
Groundwater
Other *
Total Item 7
•If there Is Intake water from
'other,' specify the source.
Facility Water Usa Estimate
average volume per day In thousand
gallons per day for the following
types of water usage at the facility.
(see instructions)
Noncontact cooling water
Boiler feed water
Process water (Including contact
cooling water)
Sanitary water
Other*
Total Item ti
•If there ere'discharges to
'other,' specify,
if there is 'Sanitary' water use, gfva
the numtsar of people served.
thousand pitons per day
thousand gallons per day
thousand gallons per d
thousand gallons per day
1-2

All Facility Discharges and other
Lotto's; Number and Discharge (we
instructions) Volume Specify the
number of dls .charge points and the
volume of water discharged or
lost from the facility according to
the categories below. Estimate
average volume per day in thousand
gallons per day.
Surface Water
Santtary wastewater transport
system
Storm water transport system
Combined sanitary and storm
water transport system
Surface impoundment with no
effluent
Underground percolation
Well Injection
Waste acceptance firm
Evaporation
Consumption
Other"
Facility discharges and volume
Total Item 9-
"If there are discharges to 'other,'
specify.
10. Permits, Licenses and Applications
List all existing, pending or denied permits, licenses and applications related to discharges. from this facility (see instructions),
Number of
Discharge
n
Total Volume Used
or Discharged,
Thousand Gal/Day
f3 79, 75-
F©R AGENCY U
issuing Agency
For Agency Use.
Type of Permit
or License
ID Number
Date Date Date
Filed Issued Denied
' YA/M€7/DA Y(t/MD/DA V R/MO/DA
Expiration
Date
RJM©/DA
1
11. Maps and Drawings
Attach all required maps and drawings to the back of this appiicatlon.(see Instructions)
1Additional information
1*2 Item Nurruber
0
G r u no*, -rue
1-3

STANDARD FORM C — MANUFACTURING AND COMMERCIAL
SECTION II BASIC DISCHARGE DESCRIPTION
Comptete Inn tettion for each: discrierge indicated in Section 1, Item St, that 1st° surface wateis, his includes CI,Scliarge% to municipal sewerage
systems in which the wastewater does not go through a treatment works pride to being discharged. to Surface waters. Discharges to welts must
be described Where there ale also dlecharges to surface waters from this facifity. SEPARATE OESC RIPTIONS. OF EACH DISCHARGE ARE
REQUIRED EVEN IF SEVERAL DISCHARGES ORIGINATE IN THE SAME FACILITY. All values for ars existing discharge :should be rePie
ienlailva of 10e twelve previous months of operation. If this ts a proposed discharge, values should reflect best engineering estimates,
ADDIT IONAL INST ticTIONs FOCI SELECTED ITEMS APPEAR IN SEPARATE, INSTRUCTION BOOKLET AS INDICATED,. REFER
TO BOOKLET REF ORE r- LING OUT THESE ITEMS,
1. Discharge Serial No. and Name
a, Discharge Serial No.
Isee instructions)
ti, Discharge Name
love name of discharge,
(see inSiitiertio(s)
PreirrOUI DurCharge Serial No,
s permit ['PIK 41 loll
wts tor this disc:beige (We
1/c^$u 4, ','lion Prlwide PreVF
abW, di ilartlesrrlal ruurillCr
2 Discharge Operating Oates
Discharge Began O1 1r the
0,schatge described helow rn
Oderahon, give the date 'within
beirt estimate) the discharge
began,
Discharge to Begin Date 11 the
dischaiye has never occurred but
is planned for some future date,
give the date (within best esti-
mate) the discharge will begot.
e, Discharge to End Date If
charge is Scheduled In be cloacon-
tmued within the next 5 years,
give the date (within best esti-
i.ratil the (115(11,)(9C wilt end.
3. Engineering Report Avaitable
rileck J11. rAirtmeering report os
available In reorrewortq agency upon
reinvest. (see riStruCtirons)
4. Discharge Location Name the
political bourtaaries within which.
the point of discharge is !pealed.
State
County
Pt applicable) City Or town
S. Discharge Point Description
Discharge is into (check one):
(see instru(tions)
Stream pnciudes ditches, arroyos,
and other intermittent watercoursel/ T
0 0 I
4
YR MO
Lake
OLKE
Ocean DOGE
Municipal Sanitary Wastewater
Transport System UMTS
MC.
-70 di)
C1.4 s 70'044
Agency Use
Municipal Combined Sanitary and
Storm Transport SYlte"0 DMCS
This see (ion confaine 9 pekes.

DISCHARGE. lEHIAL NUMHEH.
© J
Municipal Storm Water Transport
System
Well (Ir1Iecilon)
Other
11 'other' is, Checked, apt/City
Dlsthanie Point L.at/Long Give
the precise location of the point
of discharge to the nearest second.
L a Mode
ude
Longitude
Discharge deceiving Water Name
Name the waterway el the point
of d+scharge.(see Instructions)
II the discharge is through: an out.
Iai1 that extends beyond the shore-
line or Is below the mean low
wale, line, complete Item 8.
Offshore Discharge
a. Discharge Distance from Shore
b. Discharge Depth Below Water
Surface
Discharge Type ,and Occurrence
a Type or Discharge Check
whether the discharge is Con,
tenuous or intermittent.
isee instructions)
Discharge Occurrence Days per
Week Enter the average num.
tier of pays per week (during
periods of discharge) this des•
charge occurs.
r, Discharge Occurrence —Months I
11 this discharge normally
operates (either intermittently,
or continuously) on less than
a year -around halls (excluding
shutdowns for routine mainte•
riance), check the inonths our.
ing the year when the discharge
n operating. (sae instructions,
0mplete Items 10.and I1. if "Inter.
',men!" is checked in Item 9.a,,
)lherwi.e, proceed to Item 12.
0 intermittent Discharge Quantity
State the average volume per dis-
charge occurrence in thousands of
gallons.
t t. Intermittent Discharge' Duration
and Frequency
a. intermittent Discharge Duration
Per Day State the average
number of hours per day the
discharge is operating,
ro, intermittent Discharge
Frequency State the av
number of discharge occur.
renew Per day during days
when discharging,
12. Maaimum Flow Period Glve the
t +me period in which the maximum to
flow of this discharge occurs, month month
I *On
e
DST5
© WFL
❑OTH
y U
/0ry MIN SEC
/ [^MINSEC
ny Continuous
days per week
❑JANjj DEER ©MAR DAPR
DMA DJUN ©JUL ©'AUG
©SFP DocT ©N©V Do"
For Agency Use
303e
thousand gallons per discharge occurrence.
day
discharge occurrences per day

DISCHARGE SERIAL NUMBER
Cs 0
13.Activity Driscriptkori Give a
narrative description of activity
producing this discharge.(see
Instructions)
14. Activity Causing Discharge Fur
each SIC Cade which describes
the activity causing this discharge,
supply the. type and maximum
amount ol either the raw material
consumed .(Item .14a) or the product
produced (item 14b,) in the units
specified in 'Tabie 1 of the. insttLIC^
lion Hookiet. For SIC Codes not
i,sled in 1 able 14 use raw material
or production units. normally used
for measuring productIon,(see
instructions)
.1 Raw Materials
214a
iu
SIC Code
if.z9/:i —
2 Ilk
Rwczi,L.)
__LHAt) 75"
k 42:0 f-
7-
Fizo A.j6
C C.' 7-S 47 Ze-S 77 zetbc.
01../C 6.7f.)."4-icTS
Maximum Unit
Name Amount/Day (See Table I)
(21
/A-3
„
,hared Discharges
(Serial Number)
(S)
4 72,,c-w7 AJ Tr C., 42,4-r
b. Products
SIC Code
1*4
Name
a
Maximum Unit Shared Discharges
Amount/Day (See Table I) (Serial Number)
(5)
H -3

IS Waste Abatement
a WaSte Abatement Practices
V ra S'.nfN th,% w.Tsfe ariahcment
I,r,ll fn r;a t+C'!I dlllhl,lr ilri
V.III a brief r•.nral ryu
Instil l C tllln S)
h. Waste Abatement Codel
Vsnlg the codes hosted in Table
II of the tnttl olctron Hnnhlet,
elewribe the waSIC iitaatement
17r rrCC}ic'S for this drSCI+arie In
III (rdel in 61Y bslC tl tl ev �It; I.11r
DISCHARGE SERIAL NUMBCR
0
Nariativ
b (1
(4)
(7) L ) 4LS
((0)
(13) t
(16)
(19) ..
(22)
(25)
DHysrc
(6)
(3) E
I1'
(14) (Pi)
(17) (113)
(20) (21)
(23) 124)
('CLo
11-4

O SCHARGE SEP AL NUMBER
ti. Wastawater Chareciertstics
Check the box beside each constituent which Is present In the
or best esttmate.(see. Instructions)
0
A
This determination is to be based ors actual analysis
Parameter Parameter
216 310
t lganic nitrogen
00605
Nitrate
00620
Per
42
n
Lead
01051
jMagnesium
00927
Manganese
01055
Phuepharus Mercury
00665 a/ 71900
Molybdenum
45 01062
Su [ltde µr Nickel
rt074 5 01067
Sulfite Selenium
00740 01147
71870 0)077
nrtde / Potassium
40 00937
Cyanid Sodium
007'20 00929
uor isle Thallium
?t%51 01059
Aluminum
01105
Antim
y
Titanium
01152
Tin
01102
Ar cn"st. Zinc
Vltiu
0
01092
Algicides•
74051
um Chlorinated organic comb
t 7 74052
Cadmium
01027
uti
Pesticides"
74053
Oil .and green.
00550
Calcium
00916
Chraatniu
01034
Phenols
32730
Surfactants
38260
Chlorine
50060
bacteria
7405
Radioactivity'
74050
•Specify substances, compounds and/or elements in 11ctn 26,
Pesticides (insecticides, fungicides, and rodcnticides) mu..ttt be reported in terms of the acceptable common
names specified in Acceptable Common Names and Chemical Names for the ingredient Statement on
Pesticide Labels, 2nd Edition, Environmental Protection Agency, Washington, ©,C. 20250, June 1972, as
requited by Subsection 162.7(h) of the Regulations for the Enforcement of the Federal Insecticide,
Fungicide, and Rodenticide Act,
11-5

DISCHARGE SERIAL Nt)
00
1T. C7nscriptton 01 Intake end Discharge
For mach o1 the parameters listed below, enter in
Coons)
in addition. enter the parameter name and Code and all !squired values for any of Me following parameters If they were checked in item 161
ammonia, cyanide, aluminum, arsenic, beryllium, cadmium. chromium,copper, read, mercury, nickel, selenium, zinc, phenols, oil and greet*.
and chlorine tresidual).
Influent
Parameter atad C
(3) (4)
Effluent
(5)
(6)
z
7
How'
Gallons per day
00056
pH
Units
00400
l)i3 / OGu
Temperature (winter)
74028
Temperature (summer)
°F
74027
Oibdwmical Oxygen Demand
(&OD 5-day)
ring/1
00310
Chemical Oxygen
rng/I
00340
D)
AGO
Total Suspended (rionfilterable)
Solids
rng/i
00530
Specific Conductance
mictomttosicm at 25° C
Of"1095
0054
*Other discharged siusi.rg intake flow (serial numbers).(see instructions)
00 2—

DISCHARGE SER
17, (Coard.)
Parafneter artd Cade
(I)
Iti. Plant Controls Check If the foe-
tpwIng plant controts are available
for thIS discharge.
Alternate power source for major
pumping facility.
Alarm or emergency procedure for
power or equipment failure
Complete item 19 If discharge Is
from cooling and/or steam water
generation end water treatment
additives are used.
IS. Water Treatment Additives If the
discharge is treated with any con-
ditioner, Inhibitor, or algictd!e,
answer the following:
a. Name of Materiel(i)
b Name and address or menu,
facture/
c. Quantity (pounds added per
million gettons of water treated).
influent
(2)
APS
ALM
(3)
(4)
Effluent
(5)
zt;rn
(6) (7) (8)
11-7

L);SCHARQE SCR AL NUM ER
26, Additional information
Item Information
11-9

STANDARD FORM C - MANUFACTURING AND COMMERCIA
SECTION U. BASIC DISCHARGE DESCRIPTION
FOR A
Complete section tor each discharge indicated in Section I, Item 9. that IS to surtaCe waters. Tlics includes discharges to municipal sewerage
systems in which the wastewater does not go through a treatment works prior In being alsenaroeo to surface waters Discharges to weds must
be Maser/bed *here mere 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, AUvalues tor en existing discharge should be feare-
saMatIve, of the twelve previous months of operation. It this is a proposed cItscharge„ v.eides should ref tecst best engineering estimates.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED REFER
TO BOOKLET BEFORE F LING OUT THESE ITEMS.
I. Discharge Serial No. and Name
a, Discharge Serial No.
(see instructions)
b, Discharge Name
rave 'arse ot discharge, t ny.
(see ,nstructIons)
i. .Preetous Discharge Serial No,
t ortvinus permit application
WAS mane for this discharge Isee
110411 4, SeCtI,On Oh Provide Previf
MIS dist.oaryst WNW 11111110Cr
Discharge Operating Dates
a. Discharge Began Dite. tr the
discharge described below isin
operation, give the date (witnio
best estimate) Inc discharge
began.
0. Discharge to Begin Date tr the
discnarge has neser occurred but
is planned *or some future date,
give the Cafe (within best esti-
mate) the discharge wilt tte.gin
C. Discharge to End. Date It dis-
charge is scheduled to be cliscon.
'Untied wi**sir Inc next 5 yeaeS,.
(live !he elate (within best esti-
mate) the discharge will en,
1. Engineering Report Available
cmcck if art engineering report
avaitatme io rev*ev,une acterICy upon
request (tee instructions)
4. Discharge Location Name the
political boundaries within which
the point of eliSCharee 5 ocaSed,
Starte
County
(if apolicab(e) City or rown
5. Discharge Point Description
Discharge .s rstcs (check one):
(See instructions
Stream fin( hides Pitches. arroyos,
ano other intermittent watercourses) TR
Lake OLKE
Ocean EIOCE
Municipal Sanitary Wastewater
Transport SyStern DINTS
Municipal Combined Sanitary and
Storm Transport System CIVICS
This section contains 9 pages..

A GE SERIAL IrUMBER
©Q L-
Municipal Storm Water Transport
System
Well (Infection)
Other
If 'other' is checked, %decrfy
Discharge Point — Lai/Long Give
the creche loCatlon of the point
pf discharge to the neatest second.
Latitude
Longitude
Discharge Receiving Water Name
Name the waterway at the point
df dlschar'ge..(see instructIons)
If the discharge is through an out -
fall that extends beyond the shore-
,w.
complete Item a.
Offshore' Discharge
a. Discharge Oistance from Shore
b. Discharge Depth Below Water
Surface
Discharge Type and Occurrence
.I, Type of Discharge Check
Whether the discharge is con-
tinuous or intermittent.
(tee instructions)
tY. Discharge Occurrence Oars Per
Week. Enter the average num•
bet of days per weak fdurinq
cerrlidS of discharge) this dis-
charge occurs,
C. Discharge Occurrence —Months i
If this discharge normally
operates (either intermittently,
or continuously) on less than
4 year»around basis fexciudiinq
shutdowns for routine mainte-
nance), check the months due
tog the year when the discharge
is operating. (see instructions)
'omplete Items It) and 11 it it
iittent" is. checked in. Item 9.a.
Ithltrwise, proceed to item 12,
c. Intermittent Discharge Quantity
State the average voiurne per cis- ,.,xrrcassare is 9aitens Isis* dischar
charge occurrence in thousand% dl W pC CUlrente.
gallons.
D STS
QWEL
DOTH
con) Continuous
0 lint) Intermittent
Jays per w
DJAN [DEB
OMAY DJUN
DSEP ©OCT
SEC
SEC
OMAR DAPR
DJUL DAUG
ONOV ©DEC
and Ft
a. Intermittent Discharge DAY ration
Per Day State the average
number •of hours per day the
discharge is operating,
tr. Intermittent Discharge
Frequency State the average
number of discharge occur-
rences per day during days
when discharging*
discharge occurrences per day
1 a. Maximum Flow Period Give the LIT7r_ V t_'
?,ime Period nn which the maximum f YVR r-rotti 10
now of this discharge occurs. month month

DISCHARGE SERIAL NUMBER
13, Activity Description Giro a
narrative description of activity
Producing this dlscffarge.(see
Instructions)
14. Activity Causing (Discharge For
,each SIC Code which describes
Me activity causing thisdischarge,
supply the type and maximum
amount of either me raw material
consumed (Item 14a) or the product
produced (Item lob) on the units
specified rn Tapre I of the Instruc-
tion eoekiet. 1- Or StC Codes not
listed in Table I, use raw material
or production units normally used
rpr measuring production,(see
instructions)
a. Raw Materials
StC Code
b, Products
FOR AGENCY USE
Maximum Unit
Name Amount/Oily (See Table 11
SIC Code Name
L4 t
Shared DifCharges
(Serial Number)
Maaitmum Unit Shared DIiCharges
Amount/Day (See Table II (Serial' Number)
II-3

DISCHARGE SERIAL NUMBER
15, Wale ,Aballment
Walle Abatement Prac!iices
ItesCrtbe Inc wails abatCment
uracttecS USCW 111i MIS discharge
wow, brief n.Irrative, (sec
insl rllllr)ns1
b. Was)* Abatement Codes
uslllg the CoCies IISled In T.MIC
11 of the inslr,icti©n Rook$Ct,
dexrobe the waS!C abatement
proceSSCS for IhIS duSCItarge. in
the order Nil which Airy ak.:Liif
iI 11n Y. Ihli;.
UZ-
(I) 4 (21 631
(4) 651 161
j71 18) (91
O11 ..a_ , (ICI
(131 (141 < (151
(1 61 (17) — - _. 0.81
(191 120) 1211
122) , (23) 1241
(26)
II-4

DISCHARGE SE AL NUMBER
I. Wastewater Characteristics
A y U
Check the box beside each constituent which is present In the effluent (discharge watert. This determination Is to be based on actual analysis
or best estimatm(see Instructions)
Parameter
216
Parameter
21*
Color
00090
Ammonia
00610
Copper
01042
n
Organic nthogen
00605
Lead
01051.
Nitrate
00620
Nitrite
[106 l 5
0
7
Phosphorus
00665
atercury
71900
Sulfide
00745
01062
Nickel
01067
u
Sulfite
00740
Selenium
01147
0
Si
01077
0094
7
Cyan
00720
Iu
9
uori
u
059
Aluminum
01105
Titanium
01152.
Antimony , Tin
01097
01102
Arsenic
01002
Zinc
01092
etylliuns
)tilt
u
7
740
Boron
01022
40
Cadmium
01027
Calcium
00916
7
Cobalt
01037
260
n
Chromium
01034
a
0
Fecal calaform bacte
74055
'Specify substances, compounds and/or elements
Radioactly tys
74050
26.
Pesticdes(insecticides, fungicides, and rodenticides) must be reported itt terms of tdre acccpta.ble common
names specified in Acceptable Common Marries rand chemical Names fax tote !ngredle
Pesticide Labels, 2nd Edition, Environmental Prot e uon Agency, Washington, D.C. 20 50, June 1972, as
required by Subsection 162.7(b) of the Regulations for the Enforcement of the Federal Insecticide,
Fungicide, and Rodenticide Act.
11-5

OtSCHARGE SERIAL_ NUMBER
17. ©secrlption of Intake ante Ohenaree
Fpr each of the paramators listed below, enter in the apprnpf(ate tkak ttte value oar code letter answer calked for.fire Instructions)
In addltlan, enter the parameter name and cod. end all required values for any at the todIowlnq parameters it they wpm. checked In Item 16i
ammonia, cyankre, aluminum, arsenlc, beryllium, cadmlurn, chromium. Capper, feed. mercury, niekot. 1.lenlurn, zinc, phenols, oil and pries.,
and chlorine (residual),
Influent k Effluent
'Other discharges sharing intake flow (serial numbcrs).(ee instructions)
001

I7. (Cont`d.)
te. Want Controls Check If the fol-
lowing plant controls are available
for this discharge.
Alternate power source for major
pumping facility.
Alarm or emergency procedure for
Power or equipment failure
Complete item 19 if discharge Is
from cooling and/or steam water
generation and water treatment
additives are used.
11. Water Treatment Ait&Stt(ves I1 the
discharge is treated with .any con-
ditioner, inhibitor, or algiclde,.
answer the t©Itowing:
a, Name of Material(s)
4- Name and address or man
facturer
DISCWARQ SERIAL NUMBER
A
0 A LM
II-7

OISCMARGE SERIAL NUMBER
FOR AGENCY USE
d. Chemical composition of these
additives (see Instructions).
Complete Items 20 25 if there is a thermal discharge
(e.g., associated with a steam and/or power generation
Plant, steel mill, petroleum refinery, or any other
manufacturing process) and the total discharge flow is
10 million gallons per day or more. (sea Instructions)
20. Thermal Discharge Source Check
the appropriate Itani(%) indicating
the source of the discharge. (see
Instructions)
Boller Blowdown
Boller Chemical Cleaning
Ash Pond Overflow
Boller Water Treatment — Evaporr
for Slowdown
Oil or Coat Fired Plants — Effluent
from. Air Pollution Control (Devices
Condense Cooling Water
Cooling Tower t'tlowdown
Manufacturing Process
Other
21. Discharge/Receiving Water Temper•
attire Dittera+tca
Give the maximum temperature
difference between the discharge
and: receiving waters for summer
and winter operating conditions.
(see Instructions)
Summer
Winter
22. Discharge Temperature, Rate of
Change Per Hour
Give the maximum possible rate of
temperature change per hour of
discharge under operating con-
( see instructions)
23. Water Temperature, Percentile
Report (Frequency of Occurrence)
In the table below, enter the
temperature which is exceeded 1©%
of the year,. 5% of the year, 1% of
the year and not at all (maximum
yearly temperature). (see Instructton
Frequency Of occurrence
a. Intake Water 'Temperature
(Subject to natural changes)
b. Discharge Water Temperature
24. Water Intake Velocity
25. ftetenttosr Time Give the length of
es, from start Cif
water temperature riser to discharge
of cooling water. (sore 9nstructtons)
© BLBCI
© BCCL
©APOF
©EPBC3
0QCFP
Q cON(D
Q CTB©
o MFPR
©OTMR
°F.
©F.
of„/hour
of
minute%
OF
1% # rfaxtmu
LZ-8

ARGE SERIAL. NUIVIOER
Si. Additional Information
Item
11-9

STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION 111. WASTE ABATEMENT REQUIREMENTS & IMPLEMENTATION ICONSTRUCTION1 SCHEDULE
This section requires information on any uncompleted ImpierrientatiOn schedule which may have boon imposed for construction of waste abate-
ment facilities SuCh reqUiltemerits and implementation schedules may havebeen established by focal,Stete, or Federal agencies or by court
action. In addition to completing line following Berns. copy of an Official Implementation aCtiedule should be attached to this application,
IF YOU ARE SUBJECT TO SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF DIFFERENT LEVELS OF
AUTHORITY IMPOSING DIFFERENT .SCHEDULES (Item la.) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATION UNITS
item lc), SUBMIT A SEPARATE SECTION III FOR EACH ONE.
1. IlePhew/Assists
a.
Discharge Serial Number
Affected List the discharge
serial numbers, assigned In
Section II, that *recovered by
this implementation lichedura.
b, Authority IntPosing Require-
meriU Check the appropriate
Item indicating the authority for
Implementation schedule. If
the identical implementation
schedule has been ordered by
more than one authonty, check
the appropriate item*. (see
instructional
Locally develoPsrd Pun
Areawide Plan
Basic Plan
State approved Implements
-
lion schedule
Federal approved water
quailty standards implementa-
tion p4an.
Federal enforcement proced-
ure or action
State court order
Federal court order
c. Facility Requirement. Specify
the 3-character code of those
Oster) below that best describes
In general terms the require-
ment of the implementation
schedule and the applicable six -
character abatement codes}
from Table 11 of the Instruction
booklet, If more than one
Schedule applies to the facility
because of a staged construction
schedule, state the stage of con-
struction being described here
with the appropriate general
action coda. Submit a separate
Section 111 for each stage of
construction planned.
DLOC
DARE
DBAS
OSGS
OWGS
OENF
OCRT
0 FEE)
New Facility NEW
Modification (no Increase In capacity or treatmerill MOO
Increase in Capacity INC
Increase In Treatment Level INT
Both increase in Treatment Lever and Capacity ICT
Process Change PRO
Elimination of Dischergs ELI
FOR AGENCY USE
This section contains 2 ositeo.

3. Acids/ Completion Delos
Pi ay$d, dates imposed by schedule and any actual dates of compNllon for
Indicate dates as accurately ea Kimble. tad Inatruct(ons)
lmpNrmentatlon Steps
a Preliminary plan complete
b Final Alen eutxnlsslon
c. Final plan complete
a. Financing complete D, contract aw
a Site acqulrod
I. Begin action (e.g., construction)
g. End action (e.g, construction)
h. Discharge Began
I. Operational ievet atta4ned
2. Schedule (Vr,Mo. /D.Y)
3. Actual Completion (Yr./Mo./Day)
W-Z
GPO /eS--742

N. C. DEPARTMENT Of NATURAL RESOURC' S & COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
TION fw UMts€R
DISCHARGE' SERIAL NUMBER
REFER TO DIRECTIONS ON REVERSE SIDE BEFORE ATTEMPTING TO OMPLETE THIS FORM
Parameter
(Code)
(50I)
ze
REMARKS-
1
l certify that 1 am familiar with the Information contained In this report and that to the
tweet of my knowledge and belief suds Information is true, complete and accurate.
Completed
Nam* of Authored Agent
Signature

x. For each parameter listed, complete the
equcsted in each column in the units specified
ding to the instructions given below.
Column 1. --Enter the daily average value of the intake
water at the point it enters the facility. If intake water is
front moire than one source, and enters the facility al
separate entry points, the value given in column I should be
weighted proportional to the quantity of flow contributed
h source, If water is treated before use, completion
column is not required (see instructions for column
2). Values of intake are not required for mining activities.
mn 2. -- if all or part of intake water is treated before
use, provide values for total intake here instead of in
Column I. Also describe briefly in item 26 '"additional
information," the type of treatment performed on intake
water (e.g., rapid sand filtration, coagulation, flocculation,
itara exchange, etc.) and the percent of intake water
contributing to this discharge that has been treated,.
Column 3, -Supply daily average value for the days when
discharge is actually operating or is expected to be operat-
ing (a new discharge). Daily average values are to be com-
puted by weighting the daily value in proportion to the daily
flow. If a discharge occurs irregularly, the value supplied
in the column marked "Daily Average" should represent
an average for the average for the days the discharge actually
occurs. Average values are not to be supplied for pit,
specific conductance, and bacteriological parameters (e.g.,
coliform bacteria).
Columns 4 and S. --Supply minimum and maximum value
observed (or expected for new discharge) over any one day
when the discharge is operating.
Column 6. -Specify the average frequency of analysis for
each parameter as number analyses per number of days (e.g.,
"3/7" is equivalent to three analyses performed every 7
days). If continuous, enter "CONT." When analyses are
conducted on more than one individual grab sample col-
lected during the same day, the analysis frequency should
reflect one analysis whose value is the average of the
individual grab Nample measurements. Average frequency
should he based on an operating month..
Column 7. --Specify the number of analyses performed at
the average frequency specified in column 6, up to 365,
Column 8.--Specify sample type as follows:
G For grab sample (individual sample collected in Tess
than 1-5 minutes).
For composite sample "#" is to be replaced by the
average number of hours over which the composite
sample was collected. Composite samples are com-
binations of individual samples obtained at intervals
over a time period. Either the volume of each in-
dividual sample is directly proportional to discharge
flow rates or the sampling interval (for constant -
volume samples) is inversely proportional to the
flow rates over the time period used to produce the
composite.
NA If "coNT" was entered in column t..
Aa l treraI met, rat .-_Appendix A contains all parameters
with their reporting levels, test descriptions, and references.
The parameter values can be determined either by use of one
of the standard analytical methods as described in table A or
by methods previously approved by the l',I'A Regional
Administrator or Director of a federally approved State
program (or their authorized representatives) which has
jurisdiction over the State to which the discharge occurs. if
the test used is not one shown in table A, the test procedure
should be referenced in "Remarks" or on a separate sheet. If
values are determined to he less than the delectable limit (as
determined by referenced standard analytical techniques
and/or instrument manufacturer's literature), specify "LT
(value of detectable limit)" in the appropriate space. For
example, if the detectable limit is .005 mg/I and quantities
of less than this are determined, specify "LT .005." Do not
enter descriptors such as "NIL," "TRACE," "NF,G," etc-,
for this purpose. if it is your reasoned judgement that one or
more of the required parameters' is not present in the initial
untreated or treated process water and/or the discharge,
enter an "A" (meaning "absent") in the appropriate space.
In order for values reported to be representative, it is
recommended that they be based on from at least five to
seven analyses of composite samples (if applicable). Each of
the composite samples should he obtained by compositing.
frequent samples in proportion to flow over an operating
day. Samples should he taken during period of maximum
production, if possible, if samples are taken at periods of
Tess than maximum production, state in "Remarks" the
percent of maximum production that was obtained during
the sampling period.
GP0 665.710

�rel0 210

OUAOR&NCw2
tCJ71E?f+
a
Pew''. "4.AVEP IS" G`UAARANcLz
N3507 3—W8107.5/7 S
1973
AMS .754 Nw—SERIES V842

P-Lej,": Qe- A e ( Y ) rgcV•k.cT( C4Nj[T etN1
a-r4C44e1) L Mv-r.`' AP-C A, PRcDc:.c-r ct..t
tAct4eD A.AT- C401 /214-_ reveST ec 5 0. ‘:---Te E
BO^ T-r APP4CAAJT NPDES WASTE LOAD ALLOCATION
Facility Name: i'" .ERN
Existing
Proposed 0
Permit No.: i\JCOOC,
Design Capacity (MGD): 0.( 3 Industrial (% of Flow);
Receiving Stream: C-ROGkj DC:AZ5 C
Class:
Pipe Nb.: (
Y: cr4- TGN1
7, -7 Ibmestic (%of Flo ) :
Sub -Basin: 0 3—c?
peference USGS Quad: I 4- (Please attach) Requestor: i3R( D61.6-75 Regional Office
*V-Lo1/4") inicREASE Pc2-0PcgTi ONAt. TO P 4C7Qt wcsG
(Guideline limitations, if applicable) are to be listed on the back of this form.)
Design Temp.:
7Q1D (cfs)
Drainage Area (
Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps):
2.
K1 (base 1-?., per day):
fluent
aracter st s Lverage ODrrnen
Avg. Streamflow (cfs):
30Q2 (cfs)
Slope (fpin
(base e per day):
Date :

rat
to 'istics
Monthly
Aver` •
Maximum
t
Limitations Below
apt.
L)
T
ct educed
Lbs/Day
nt define i e °ence

37&Y
Request No. .3770
'
^~
--------------------- WASTELOAD ALLQCATION APPROVAL F0RM -
--------------------
Facility Name
Type of Waste
�tatus
�eceiving Stream
3tr�em CIass
So��asin
County
Regional Office
Requestor
Date of Reque�t
: �AROLINA � B0UTHE�N
� FIE NDERYNG
� EXISTING
: CROWDE�S CRLEK
u�
: 03083�
: GASTON
: MRO
� G14�W
b
P�
Ax 4r., mi}
W�wCer 7Ql0
Averagow
30Q�
- R�CU�MEND�� LFFLU(NT LIM[lS
Wastef]ow (mgd): .16
5-4ay B(3D (#255
Amwomia Nitrogen (#/D/ � 10�
Di�solveJ Qxygen ��g/l>�
F�'ecel Cc,Iiform
6-9
.
P/°Q,`k4In, _n /o-/;) `
Upst/eam ( Y / N ) : Y'
Downstre�m Loc�t�nn:
.213
340
140
420
400 (ftft) 6_9
200
----�~---------------------------- COMMEWT6 --------------------------------
PREDICTED DO BAG OCCURS IN SOUTH CAROLlNA. lNTERACTS TO A SMALL EXTLNT WITH
A NUMBER OF OTHER D INCLUDIWB 3TE, KING_ MOUNTAIN,
BESSEMER CITY, LIWDA HANCO�K. DCJUULT XNH�N.
0F ENTIRE ASSIMlLATIVE CAPACITY
AT .213 MBD.
Recommended bry,
�eviewed by:
Tech. Support Su�ervi�nr __
RegionaI Supe/vi�or
Permits
Dste
Dat�

Departme
State of North Carolina
ural Resources and Conamunit Development
n of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. martin, averr or
5. Thomas Rhodes, Secretary
January 3, 1986
Mr. Stephen Wilkerson
Sr. Vice President & General Manager
Post Office Box 12335
Gastonia, North Carolina 28953
d
SUBJECT: Amentment of NPDES Permit
No. NC005611 Nttyoocoii
Carolina & Southern Processing
Corporation
Gaston County, North Carolina
Dear Mr, Wilkerson:
Based on discussions with Mr. Spencer Forster we are modifying the monitoring
requirements sent to you by letter on November 6, 1985. We are transmitting herewith
a copy of an amended Page M-3, reflecting the modification, which should replace the
existing M-3 page in the Permit. This modification will become effective upon receipt.
All other terms and conditions contained in the orginal permit remain unchanged
and in full effect. These modifications 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.
If any parts, requirements, or limitations contained in these 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.
if you have any questions concerning these modifications, please contact Mr.
Arthur Mouberry at telephone number 91.9/733-5083.
cc: EPA
Mooresville Regional Office
Office of Legal Affairs
Sincerely,
R. Paul Wilms
Director
AM /gwt
rouution 1
P©. Box 27687, 1ta1e1g1t, North Ca Teti
Te% fsor 919-733-7O15
An Equal Opportunity Affirmative Action Employer

A.
(1
). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning July 1 194
permittee is authorized to discharge from outfall
Such discharges shall be limited and monitored
y
fluent Characteristics Discharge Limitations
Flow
BADS
TSS
Fecal Coliform
(Geometric Mean)
Oil & Grease) 56.7 (125.0) 113.4 (250.0)
Dissolved Oxygen
BOD Ultimate
Temperature
NH 3 as N 39.5 (87.5) 79.4 (175)
Residual Chlorine
Total Nitrogen
Total Phosphorus
*Dry weather flow; during wet weather conditions, the pollutant loading to
flow rate may increase.
** Sample location: I -Influent, E-Effluent, U-Upstream, D-Downstream
***Sample Type: All stream samples shall be grab.
Kg/day lbs/day)
Daily Avg. Daily Max.
he
Other Unit
Daily Avg.
0.15 MGD'c*
Final
and lasting until expiration, the
serial number(s). 0t11
permittee as specified below:
Monitoring Require n s
(Specify)
Daily Max.
96.4 (212.5) 192.8 (425.0)
119.1 (262.5) 238.1 (525.0)
**** Measurement Frequency: Daily means every day on which a waste
and legal holidays .
*****The temperature shall be such as to not cause a temperature in the receiving stream of 5°F above ambient stream
water temperature.
400/1©0 m
Measurement
Frequency
Daily
2 /.Month
2 /Month
2/Month
2 /Month
Weekly
Monthly
Weekly
2/Month
Daily
Quarterly
Quarterly
Sample
Type
Continuous
Composi te
Composi to
Grab
Grab
Grab
Composite
Grab
Composite
Grab
Composite
Composite
the stream shall not be increased
Loc
I or E
E
E
E
E
E, U, D
E
E, U, D
E
E
E
even though
ter discharge occurs except Saturdays, Sundays
xv
nr9
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units
and shall be monitored weekly by grab samples at the effluent.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleit,rh, North Carolina 27611
.Jaynes G. Martin, Governor
S, Thomas Rhodes, Secretary
DIVISION OF ENVIROMMENTAI MANAGEMENT
November 6, 1985
Mr. Stephen Wilkerson
Sr. Vice President & General Manager
Post Office Box 12335
Gastonia, North Carolina 28053
Subject: Amendment
No. NC 0005011
Carolina. & Southern Processing
Corporation
Gaston County, North Carolina
u
Director
Dear Mr., Wilker.son:.
There. have been recent changes in regulations resulting in. new minimum
monitoring requirements, We are transmitting herewith a copy of an amended
Page M-3, reflecting the new requirements, which should replace the existing
M-3 page in the Permit. This modification will become effective January 1, 1986.
All other terms and conditions contained in the original Permit remain
unchanged and in full effect. These modifications are issued pursuant to
the requirements of North. Carolina General Statutes 143-215.1 and the Memo-
randum of Agreement between North Carolina and the U. S. Environmental.
Protection Agency.
If any parts, requirements, or limitations contained in these 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.
If you have any questions concerning these modifications, please contact
Mr. Arthur Mouberry at telephone number 919/733-5083.
Sincerely,
R. Paul Wilms
cc: Mr. Gil Wallace, EPA 1
Mooresville Regional Office
'nllulir,n f�+rr.r^rrli
7687, Raleigh, North Caro I na 27611 7687 Telephone [phone]IS
An Equal Opportunity Affirmative Action Employer

A.
Effluent Characte
Flow
BOD
TSS
Fecal Coliform
(Geometric Mean}
Oil & Grease
Dissolved Oxygen
(Minimum)
Temperature
NH3 as N
Residual Chlorine
Total Nitrogen
Total Phosphorus
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
During the period beginning July 1, 1984 and lasting until expiration, the
permittee is authorized to discharge from outfall(s) serial number(s)11.
Such discharges shall be limited and monitored by the permittee as specified below:
stics Discharge Limitations
Kg/day (lbs/day)
Daily Avg. Daily Max.
96.4(212.5)
119.1(262.5)
192.8(425.0)
238.1(525.0)
56.7(125.0) 113.4(250.0)
39.7(87.5)
*Dry weather flow; during wet
flow rate may increase.
**Sample location: I --Influent, E-Effluent,
weather
79.4(175)
Monitoring Requirements
Other Units (Specify) **** Measurement ***Sample
Daily Avg. Daily Max. Frequency 'Type
0.15 MGD*
Daily Continuous
2/Month Composite
2/Month Composite
400 / 100 a ail 2/Month Grab
5 mg/1 5 mg/1
**
conditions, the pollutant loading t
U- Ups tream, D-Downstream
2/Month Grab
Weekly Grab
Weekly Grab
2/Month Composite
Daily Grab
Quarterly Composite
Quarterly Composite.
** Sample
Location
I or E
E
E
E
E
E, U, D
E, U, D
E
E
E
E
the stream shall not be increased even though
***Sample Type: All stream samples shall be grab.
**'**Measurement Frequency: Daily means every day on which a wastewater discharge, occurs except Saturdays, Sundays, and
legal holidays.
*****The temperature shall be such as to not cause a temperature in the receiving stream of 5°F above ambient stream
CI CB
water temperature.
The pH shall not be less than 6.0 standard units nor greater than 9.© standard units
and shall be monitored weekly by grab samples at the effluent.
C.
© M
CJ
CD
There shall hp nn diSrhaarna of flnatAnn solids roe, wtp-4k1

James G. Martin, Governor
S. Thomas Rhodes, Secretary
State of North Carolina
Departmet of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
July 16, 1987 R. Paul Wilms
CERTIFIED MAIL Director
RETURN RECEIPT REQUESTED
Mr. Spencer F. Foster
Carolina & Southern Processing Company
2410 Randolph Avenue
Greensboro, NC 27420
Subject:
Dear Mr. Foster:
Permit No. NC0005011
Carolina & Southern Processing
Gaston County
In accordance with your application for discharge permit received on
January 27, 1987, we are forwarding herewith the subject State - NPDES
permit. This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the US Environmental Protection Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements
contained in this permit are unacceptable to you, you may request a waiver
or modification pursuant to Regulation 15 NCAC 2B .0508(b) by written
request to the Director identifying the specific issues to be contended.
Unless such request is made within 30 days following receipt of this permit,
this permit shall be final and binding. Should your request be denied, you
will have the right to request an adjudicatory hearing.
Please take notice that this permit is not transferable. Part 11, 8.2.
addresses the requirements to be followed in case of change in ownership or
control of this discharge.
This permit does not affect the legal requirement to obtain other
permits which may be required by the Division of Environmental Management or
permits required by the Division of Land Resources, Coastal Area Management
Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Mr.
Dale 0vercash, at telephone number 919/733-5083.
Sincerely,
ORIGINAL SIGNED BY
ARTHUR MOUBERRY
FOR R. Paul Wilms
cc: Mr. Jim Patrick, EPA
Mooresville Regional Supervisor
Po/hewn Prevention Pays
RO. Box 27687, Raleigh, North Carolina 27611-7687 Tekpl-tone 919-733-7015

Permit No. NC0005011
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & 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,
CAROLINA AND SOUTHERN PROCESSING COMPANY
is hereby authorized to discharge wastewater from a facility located
on U.S. Highway 321
south of Crowders
Gaston County
to receiving waters designated as Crowders Creek in the Catawba River Basin
in accordance with effluent Iiritations, monitoring requirements, and other conditions
set forth in Part I, I I , and I I 1 hereof.
This permit shall become effective August 1, 1987
This permit and the authorization to discharge shall expire at midnight on
July 31, 1992
Signed this day of
my 16, 1987
R. PAUL WILMS, DIRECTOR
DIVISION OF ENVIRONMENTAL MANAGEMENT
BY AUTHORITY OF THE ENVIRONMENTAL
MANAGEMENT COMMISSION

Permit No NC0005011
SUPPLEMENT TO PERMIT COVER SHEET
Carolina and Southern Processin Company'
hereby authorized to:
Continue to operate an existing industrial wastewater treatment faclli
consisting of screening, mechanical grease traps, air flotation cell, a
series of aerated lagoons, a flow recorder, and chlorination facilities
located on U.S. Highway 321, south of Crowders, in Gaston County
(See Part 111 of this Permit);
After receiving an Authorization to Construct
Management, construct and operate additional wa
to comply with the conditions and limitations cont
Discharge from said treatment works into Crowder
Class, "C" waters in the Catawba River Basin.
he livision of Environmental
reatment facility and
n this per it; and
eek which i classified

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expansion above 1,500,000 #/day
or 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:
Chpracteristics
lbs /day
baily
Flow
BOD, 5Day, 20°C 255. 0 510.0
Total Suspended Residue 315.0 630.0
NH3 as N 105.0 210.0
Oil and Grease 150. 0 300. 0
Fecal Coliform (geometric mean)
134-ssolved Oxygen
Temperature
Total Nitrogen (NO2+N +TKN)
Total Phosphorus
ch
ge LimiatIons
ni torineujrnents
her U S y) Measurement
baiy ,ex. Frequency
0.160 MGD
* Sam e
Location
Continuous Recording I or E
2/Month Composite E
2/Month Composite E
2 /Month Composite E
2/Month Grab E
400.0/100 mi. 400.0/100 ml. 2/Month Grab
Weekly Grab E,U,D
Weekly Grab E,U,D
Quarterly Composite
Quarterly Composite
I*, I - Influent, E = Efftuent, U ='Upstream at U.S. Highway 321, D = Downstream at SC Highway 564.
The pK shell not be less than 6.0 standard units nor greater than 9.0 standard units
and shall be monitored weekly at the effluent by grab sample.
The shall be no discharge of floating solids or Os ble foam In other than trace amounts,

A. (2). EFFLUENT LIMITATIONS ANO MONITORING REQUIREMENTS
During the period beginning upon expansion above 1,500,000 #/day production and fasting unti
permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges sha
monitored by the permittee as specified below:
Effluent Che
c
Ibs /day
Da i 1 y.v , a pi
Flow
BOD, 5Day, 20°C
Total Suspended Residue
NH as N
Oil and Grease
Fecal Coliform (geometric
Dissolved Oxygen
Temperature, °C
Total Nitrogen (NO.�+NO +TKN)
Total Phosphorus
3
340. 0
420. 0
140.0
200.0
mean)
4
680. 0
840. 0
2 80. 0
400, 0
plschare Li
ax.
ltatlons
Other Units Specify)
Daily Avg 1y l ax
Measurement
Frequency "
Continuous
2/Month
2/Month
2/Month
2/Month
400. 0 / 100 ml . 400. 0 / 100 ml . 2/Month
Weekly
Weekly
Quarter
Quarter
0,257 MGD
* I Influent, E Effluent, U = Upstream at U.S. Highway 32
D = Down
The pH shall not be less than 6.0
and shall be monitored weekly at the effluent by g abd unitsnsmple. than
The shall be no discharge of floating soli
ds or visible foam in other than trace aunts.
y
y
eam at SC 564.
9.0
standard units
expiration, the
be limited and
ng Require
ample *San
hype
Recording
Composite
Composite
Composite
Grab
Grab
Grab
Grab
Composite
Composite
I or
E
E
E
E
E,U,D
E,U,D
E
E

A. EFFLUENT LIMITATION AND MONITORING REQUIREMENTS
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) 002 - Non -contact cooling water
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteris
k
Da
Flow
Temperature
Residual Chlorine.
Discharge Limitations
day (lbs/day)
y Avg. Daily Max. Daily Avg. Daily Max.
Monitoring Requirements
Other Units (Specify) Measurement
Frequency
Sample
Type
*Sample
Locatiox
Weekly Instantaneous E
Weekly Grab E,U,D
Weekly Grab E
THERE SHALL BE NO CHROMIUM, ZINC, OR COPPER ADDED TO THE COOLING WATER
*Sple locations: E - Effluent, U - Upstream, D - Downstream
**The temperature of the effluent shall be such as not to cause an increase in the temperature of the
receiving stream of more than 2.8°C and in no case cause the ambient water temperature to exceed 32°C.
***Monitoring requirements only apply if chlorine is added to the cooling water.
The permittee shall obtain authorization from the Division of Environmental Management prior
to utilizing any biocide in the cooling water (See Part II1 of this Permit).
The pH shall. not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored weekly at the effluent by grab samples
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part I
B. SCHEDULE OF COMPLIANCE
. The permittee shall achieve compliance with the effluent
limitations specified for discharges in accordance with the
foillowing schedule:
NOT APPLICABLE
2. No later than 14 calendar days following a date identified in
the above schedule of c,:lipliance, 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

C. MONITORING AND REPORTING
1. Representative Sampling
Samples collected and measurements taken as required herein
shall be characteristic of the volume and nature of the
permitted discharge. Samples collected at a frequency less
than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period which
the sample represents.
2. Reporting
Monitoring results obtained during the previous month(s)
shall be summarized for each month and reported on a monthly
Discharge Monitoring Report (DMR) Form (DEM No. MR 1, 1.1,
2, 3,) or alternative forms approved by the Director, DEM,
postmarked no later than the 30th day following the
completed reporting period.
The first DMR is due on the last day of the month following
the issuance of the permit or in thecase of a new facility,
on the last day of the month following the commencement. of
discharge. Duplicate signedcopies of these, and all other
reports required herein, shall he submitted to the following
address:
Division of Environmental Management
Water Quality Section
ATTN: Central Files
Post Office Box. 27687
Raleigh, NC 27611
3. Definitions
a. Act or the Act": The Federal Water Pollution Control
Act, also know as the Clean. Water Act, as amended, 33 U.S.C.
1251, et. seq.
b. The "daily average" discharge means the total discharge
by weight during a calendar month divided by the number of
days in the month that theproduction or commercial facility
was operating. Where less than daily sampling is required by
this permit, the daily average discharge shall be determined
by the summation of all the measured. daily discharges by
weight divided by the number of days sampled during the
calendar month when themeasurements were made.
c. The "daily maximum" discharge means the total discharge
liv weight during any calendar day.
15

d. DEM or Divisions means the Division of Environmental
Management, Department of Natural Resources and Community
Development.
e. EMC: used herein means the North Carolina Environmental
Management Commission.
f. Flow, M3/day (MGD)s 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.
g. Arithmetic Means The arithmetic mean of any set of
values is the summation of the individual values divided by
the number of individual values.
h. 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 equivalent 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).
Composite Samples These samples consist of grab samples
collected at equal intervals and. combined proportional to
flow, a sample continuously collected proportionally to
flow, or equal volumes taken at varying time intervals. If a
composite sample is obtained from grab samples, the
following requirements apply. The intervals between influent
grab samples shall he no greater than hourly. Intervals
between effluent grab samples shall be no greater than
hourly except where the detention time of the wastewater in
the facility is greater than 24 hours, in which case, the
interval between grab samples shall be no greater in number
of hours than the detention time in number of days;
provided, however, in no case may the time between effluent
grab samples be greater than six hours nor the number of
grab samples less than four during any discharge period of
24 hours or less.
j. Grab Samples Grab sam :pies are individual samples
collected over a period. eaf time not exceeding 15 minutes;
the grab sample can be taken manually.
16

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.
6. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s)
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 is required in
the DMR. Such increased frequency shall also be indicated.
The DEM may require more frequent 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. This period of retention shall be extended during the
course of any unresolved liti ation or if requested by the
Division of Environmental Management. or the Regional
Administrator of the Environmental Protection Agency.
7

PART II GENERAL CONDITIONS
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 morefrequently 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. Noncompliance Notification
The permittee shall report by telephone to either the
central office or appropriate regional office of the
division as soon, as possible but in no case more than 24
hours or on the next working day following the occurrence or
first knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control
facility which results in the discharge of significant
amounts of wastes which are abnormal in quantity or
characteristic, such as the dumping of the contents of a
sludge digester, the known passage of a slug of
hazardous substance through the facility or any other
unusual circumstances.
b. Any process unit failure, due to known or unknown
reasons, that render the facility incapable of adequate
wastewater treatment, such as mechanical or electrical
failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or
treatment facility resulting :in a by-pass directly to
receiving waters without treatment of all or any portion
of the influent to such station or facility.
d. Any time that self -monitoring information indicates
that the facility has gone out of compliance with its
NPDES permit limitations.
8

Persons reporting such occurrences by telephone shall also
file a written report in letter form within 15 days
following first knowledge of the occurrence.
Facilities Opera n.
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 m.pact 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.
Bypassing
Any diversion from or bypass of facilities is prohibited,
except (i) where unavoidable to prevent loss of life or
severe property damage, or (li) where excessive storm
drainage or runoff would damage, any facilities necessary for
compliance 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 issuance of this permit, detailed
data or engineering estiaates 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. oroverflow.
The permittee shall report by telephone to either the
central office or appropriate regional office of the
division as soon as possible but in no case more than 24
hours or on the next working day following the occurrence or
first knowledge of the occurrence of any diversion from or
bypass of facilities.
I 9

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 accordance with NCGS 143-215.1 and
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 or
inadequately treated wastes during electrical power failures
either by means of alternate power sources, standby
generators or retention of inadequately treated effluent.
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.
B. RESP©NSIBILITIES
1. Right of Entry
The permittee shall allow the Director of the Division of
Environmental Management, the Regional Administrator, and/or
their authorized representatives, upon the presentations of
credentials:
a. To enter upon the permittee's premises where an
effluent source is located or in which 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 monitoring
equipment or monitoring method required in this permit;
and to sample any discharge of pollutants.
11©

2. Transfer of Ownership or Control
This permit is not transferable. In the event of any
change in name, control or ownership of facilities from
which the authorized discharge emanates or is contemplated,
the permittee shall notify the prospective owner or
controller by letter of the existence of this permit and of
the need to obtain a permit in the name of the prospective
owner. A copy of the letter shall be forwarded to the
Division of Environmental Management.
. Availability of Reports
Except for data determined. to be confidential under NCGS
143-215.3(a) (2) or Section 308 of the Federal Act, 33 USC
1318, all reports preparedin 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. Knowinglymaking any false statement on any
such report may result in the imposition of criminal
penalties as provided for in NCGS 143-215.1(b) (2) or in
Section. 309 of the Federal Act.
4. Permit Modification
After notice and opportunity for a hearing pursuant to NCGS
143-215.1(b) (2) and NCGS 143-215.1(e) respectively, this
permit may be modified, suspended, or revoked in whole or
in part during its term for cause including, but not
limited to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or
failure todisclose fully all relevant facts; or
c. A change in any condition that. requires either a
temporary or permanent reduction orelimination of the
authorized discharge.
1 11

5. Toxic Pollutants
Notwithstanding Part II, B-4 above, if a toxic effluent
standard or prohibition (including any schedule 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, if
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 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
any responsibilities, liabilities, or penalties for
noncompliance pursuant to NCGS 143-215.3, 143-215.6 or
Section 309 of the Federal Act, 33 USC 1319. Furthermore,
the permittee is responsible for consequential damages, such
as fish killS, even though the responsibility for effective
compliance may be temporarily suspended.
7. 9i1 and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the
institution of any legal action or relieve the permittee
from any responsibilities, liabilities, or penalties to
which the permittee is or may be subject to under NCGS
143-21.5.75 et seq. or Section 311 of the Federal Act, 33 USC
1321. Furthermore, the permittee is responsible for
consequential damages, such. as fish kills, even though the
responsibility for effective compliance may be temporarily
suspended.
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.
I 12

9. Severability
The provisions of this permit
provision of this permit to
invalid, the application of
circumstances, and the remainder
affected thereby.
are severable, and if any
any circumstance is held
such provision to other
of this permit shall not be
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 authorized 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 procedures as provided in NCGS 143-215.6, and 33
USC 1251 et seq.
I 13

•.*
PART III OTHER REQUIREMENTS
A. Previous Permits
All previous State water quality permits issued to, this
facility, whether for construction or operation, or discharge,
are hereby revoked by issuance of this permit. The conditions,
requirements, terms, and provisions of this permit authorizing
discharge under the National Pollutant Discharge Elimination
System govern discharges from this facility.
B. 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.
C. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the
permittee shall employ a certified wastewater treatment plant
operator in responsible charge of the wastewater treatment
facilities. Such operator must hold a certification of the grade
equivalent to or greater than the classification assigned to the
wastewater treatment facilities.
D. Groundwater Monitoring
The permittee shall, upon written notice from the Director of
the Division of Environmental Management, conduct groundwater
monitoring as may be required to determine the compliance of
this NPDES permitted facility with the current groundwater
standards.
E. Limitations Reopener
This permit. shall be modified or alternatively, revoked and
reissued, to comply with any applicable effluent, guideline or
water quality standard issued or approved under Sections
302(b)(2)(c), and (d) , 304(b)(2), and 307(a)(2) of the Clean
Water Act, if the effluent guideline or water quality standard
so issued or approved:
1. contains different conditions or is otherwise more
stringent than any effluent limitation in the permit; or
2. controls any pollutant not limited in the permit.
I 14

Part {.iII
Permit No. NC0005011
F. Toxicity Reopener
This permit shall be modified, or revoked and reissued to
incorporate toxicity limitations and monitoring requirements in the
event toxicity testing or other studies conducted on the effluent or
receiving stream indicate that detrimental effects may be expected
in the receiving stream as a result of this discharge.
The permittee shall not use any biocides except these approved in
conjunction with the permit application. The permittee shall notify
the Director in writing not later than ninety (90) days prior to
instituting use of any additional biocide used in cooling systems
which may be toxic to aquatic life other than those previously
reported to the Division of Environmental Management. Such
notification shall include completion of Biocide Worksheet Form 101
and a map locating the discharge point and receiving stream.

Permit No. NC0005011
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,
CAROLINA AND SOUTHERN PROCESSING COMPANY
is hereby authorized to discharge wastewater from a facility located
on U.S. Highway 321
south of Crowders
Gaston County
to receiving waters designated as Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions
set forth in Part 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 of
DRA
R. PAUL WILMS, DIRECTOR
DIVISION OF ENVIRONMENTAL MANAGEMENT
BY AUTHORITY OF THE ENVIRONMENTAL
MANAGEMENT COMMISSION
M1 & 11

Permit No. NC0005011
SUPPLEMENT TO PERMIT COVER SHEET
Carolina and Southern Processing Company
is hereby authorized to:
1. Continue to operate an existing industrial wastewater treatment facility
consisting of screening, mechanical grease traps, air flotation cell, a
series of aerated lagoons, a flow recorder, and chlorination facilities
located on U.S. Highway 321, south of Crowders, in Gaston County
(See Part III of this Permit);
2. After receiving an Authorization to Construct from the Division of Environmental
Management, construct and operate additional wastewater treatment facility and
to comply with the conditions and limitations contained in this permit; and
3. Discharge from said treatment works into Crowders Creek which is classified
Class "C" waters in the Catawba River Basin.

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expansion above 1,500,000 1/day
or 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:
frimisairocteristtcs
y
Ibs,/day
9.
Flow
Bpi), 5Day, 20°C 255.0
Total Suspended Residue 315.0
NH as N 105.0
0113and Grease 150,0
Fecal Coliform (geometric mean)
DP/solved Oxygen
Temperature
Total Nitrogen (NO2+NO 3+T K N )
Total Phosphorus
bai
510.0
630.0
210.0
300.0
*.1 - influent, E = Effluent, U ='Upstream
at
Discharge Limitation
Other Un
Daily Avg.
U.S. Hi
0. 160 MGD
clfy)
y Max.
400.0/100 mi. 400.0/
nioring Requi
Sample * Sample
~type— locat c
Continuous Recording l or E
2/Month Composite E
2 /Month Composite E
2/Month Composite E
2/Month Grab E
00 mi. 2/Month Grab E
Weekly Grab E,U,D
Weekly Grab E,U,D
Quarterly Composite E
Quarterly Composite E
321, D = Downstream at SC Highway 564.
The pH shall not b+e less than 6.0 standard units nor greater than 9.0 standard units
end shell be Donitored weekly at the effluent by grab sample.
There shall be no discharge of floating solids
or visible foam in other than trace amounts,

EfV1e
A. (2). EFFLUENT LIMITATIONS ANO MONITORING REQUIREMENTS
During the period beginning upon expansion above 1„500,000 #/dpy production 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
Caracterj stics
Ibs
Flow
BOD,5Day, 20°C 340. 0
Total Suspended Residue 420.0
NH as N 140. 0
Oil and Grease 200. 0
Fecal Coliform (geometric mean)
Dissolved Oxygen
Temperature, °C
Total Nitrogen (NO2+N +TKN)
Total Phosphorus
Monitor
Other units Measurement
Daily A-vg. ba1 Max Frequency
0.257 MGD
day
D
y
schreLjrnj tt1ons
X.
Continuous
680. 0 2 /Month
840. 0 2/Month
280. 0 2/Month
400. 0 2/Month
400.0/100 mi. 400.0/100 ml. 2/Month
Weekly
Weekly
Quarterly
Quarterly
influent, E = Effluent, U = Upstream at U.S. Highway 321, D = Downstream at SC 564.
Sam
type
Recording
Composite
Composite
Composite
Grab
Grab
Grab
Grab
Composite
Composite
1 not be less than 6.0 standard units nor greater than 9.0 standard units
be monitored weekly at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts,
*Samplec
LOCati on
I or E
E
E
E
E
E,U,D
E,U,D
E
E

EFFLUENT LIMITATION AND MONITORING REQUIREMENTS
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) 002 - Non -contact cooling water.
Such discharges shall be limited and monitored by the permittee as specified below:
it Characteristics
Flow
Temperature
Residual Chlorine
Discharge Limitations Monitoring Requireaeuts
kg/day (lbs/day) Other Units ('Specify)
Daily Avg. Daily Max. Daily Avg. Daily Max.
**
**
Measurement Sample *Saapl,e
Frequency Type Location
Weekly
Weekly
Weekly
tan ueous E
Grab E,U,D.
Grab E
to
THERE SHALL BE NO CHROMIUM, ZINC, OR COPPER ADDED TO THE COOLING WATER.
*Sample locations: E - Effluent, U - Upstream, D - Downstream
**The temperature of the effluent shall be such as not to cause an increase in the temperature of the
receiving stream of more than ,8°C and in no case cause the ambient water temperature to exceed 32°C.
***Monitoring requirements only apply if chlorine is added to the cooling water.
The permittee shall obtain authorization from the Division of Environmental Management prior
to utilizing any biocide in the cooling water (See Part II 1 of this Permit).
The pH shall not be leas
monitored weekly at the
There shall be no discha
than 6.0 standard units nor greater than 9.0 standard units and shall be
fluent by grab samples
of floating solids or visible foam in other than trace amounts.
0 0

PWrt III
Permit No. NC0005011
F. Toxicity Reopener
This permit shall be modified, or revoked and reissued to
incorporate toxicity limitations and monitoring requirements in the
event toxicity testing or other studies conducted on the effluent or
receiving stream indicate that detrimental effects may be expected
in the receiving stream as a result of this discharge.
G. The permittee shall not use any biocides except these approved in
conjunction with the permit application. The permittee shall notify
the Director in writing not later than ninety (90) days prior to
instituting use of any additional biocide used in cooling systems
which may be toxic to aquatic life other than those previously
reported to the Division of Environmental Management. Such
notification shall include completion of Biocide Worksheet Form 101
and a map locating the discharge point and receiving stream.

coo yours
Original Signed y.
LEE FLEMING, . R, for
*ben

NO. OOO5O1..1
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
Discharge Wastewater Under the NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carol ib a General Statute 145 15.i,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental 'Management Commission, and the Federal Water Pollution Control Act, as
amended,
Carolina and Southern Processing Car oration
is hereby authorized to discharge wastewater from a facility located at
the Carolina and Southern Processing Plant
Gaston County
to receiving waters designated Crowders Creek i» the Catawba River Basin
in accordance with effluent limitations, monitoring requiremen
conditions set forth. in Parts I, II, and III hereof.
on
d other
This permit shall become. effective MJN 3 d me
This permit and the authorization to discharge shall expire at midnight
JUN 3 0 1987
Signed thi day of JUN ¢ Naz
Origin 11 Signed By
W. LEE FLEMING, JR, for
Robert F, Helms, Direct
Division of Environmental.. Management
By Authority of the Environmental
Management Commission,

SOPPL
i*aa and out
Lone
a ;.2.:,i
tic)tat.ion
les
Part i1I of
s
No. NCOON50
TO PE
T COVERT '
nessin{ r ratin i here1 ;author d. t
ingiridu: ti"i t1 wastewater tr atm g t:
screening, sic ^han al c rease trams, air
of aerated Lagoons, and chlorination
d at tl a t nia prant in Easton County (Note
Fermi } and
said tratnt works
ek w�_

fflue
A.
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS -FINAL,
During the period beginning on effective date, of the Permit and lasting until Tune 3(), 1984, the
permittee is authorized to discharge from outfall(s) serial number(s) on.
Such discharges shall be limited and monitored by the permittee as specified below:
Characteristics
Kg/day
Daily Avg.
ROD,
TSS
Fecal Cali form
Oil and Grease
Temperature
Dissolved Oxygen (Minimum)
COD
Total Residue
NH as N
do tl.e..ab1e Matter
Residual. Chic riz e
96.4(212.5)
119. 1 (262 . 5)
(Geometric Mean)
56.7(125.0)
Dischare Llritati©ns
bs/day.)
Daily Max.
192.8(425.0)
238.1(525. 0)
113.4(250.0)
*Dry weather :low; during wet weather conditions,
flow rate may incease.
***Sample Type: All stream
***Measurement Frequency: D
egal holidays. Daily stre
.uring the months of June, July, August, and September when the
ach sampling station.
***The temperature shall be such as to not cause
ater temperature.
Other Uni
Daily Avg._,
MGI)*
Monitorinc Reaui
pecify) **** Measurement
y Max. Frequency
Daily
Monthly
Quarterly
Monthly
Monthly
Daily
Daily
Monthly
Quarterly
Quarterly
Daily
Daily
***Sample
Type, ro
Continuous
Composite
Composite
Grab
Composite
Grab
Gr ab
C& mposite
Composite
Composite
Grab
Grab
e
**Sample
Location
I or E
1,.E,U,D
I ,F
E,U,D
E
E,U,D
U,D
E,U,D
I,E
I , E
1�.
E
the pollutant loading to the stream shall not be increased even though
**Sample Location: I -Influent, E-Effluent, 0-Upstream, D-Downstream
pies shall be grab
means every day on which a wastewater discharge occurs except Saturdays, Suri a ys and
;piing frequency may be reduced at each sampling station to one (1) time per week, except
frequency must be no less than three (3) times per week at
a temperature in the receiving stream of 5°F above ambient.
The pH shall not be less than ° standard units nor greater than
and shall be monitored daily by grab samples at I, E, 0, D.
9.0 standard units
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. (1). EFFLL.ME 1T LIMITATIONS AND
0NITORING REQUIREMENTS - Final,
During the period beginning July I, 1984 and lasting. until expiration, the
permittee is authorized to discharge from outfall(s) serial number(s)t01.
Such discharges shall be lirited and monitored by the permittee as sp cdfied below:
t Characteristics
Kg/day
Daily Avg.
Flow
TSS 119.1(262.5)
Fecal Coliform (Geometric Mean)
Oil and Grease 56.7(125.0)
Temperature
Dissolved Oxygen (Min iruan)
000
Total Residue
NII as N
Settleable Matter
Residual Chlorine
Di sch,
bs/day )
Daily Max.
192.8(425.0)
2 38.1(525.0)
113.4(250.0)
39.7(87.5) 79.4(175)
*Dry weather flow; dur`a..rag w=t; weather condi
flow rate may increase.
***Sample Type: All stream samples shall be grab.
^fie
Limitations
Other Units
Daily Avg.
0,15
17
21
MGD*
mg/i
mg/1
10 mg/1
*****
5 mg/1
Monitoring Requirements
Specify) ***„measurement
ally Max. Frequency
34 mg/I
42 mg/1
400/100 mi
20 mg/1
mg/I
14 mg/1
Daily
Monthly
Quarterly
Monthly
Monthly
Daily
Daily
Monthly
Quarterly
Quarterly
Daily
Daily
***Sample
Type -
Continuous
Composite
Composite
Grab
Composite
Grab
Grab
Composite
Composite
Composite
Grab
Grab
**Sample
Location
r" ter E
1,E
E.U,D
1
E, ,D
IJ,D
E,0,D
I,I
1,E
F
E
ui:ant loading to the stream shall not be in :reased even though
anon: I -Influent, E-Effluent, U-Upstream, 0-Downstream
****Measurement Frequency: Daily means every day on which a wastewater dis ha,rge occurs except Saturdays, Sundays,
and legal holidays. Daily stream sampling frequency may he reduced at each "sampling. station to one (1) time per week,
except during the morn hs of June, July, August, and September when the frequency must be no , less than three (3) times
per week at each samplincl station.
-****The temperature shall be such as to not cause a temperature in the receiving stream of 5F above arrrbient
water temperature.
The pH shall not be less than e.0 standard units nor greater than 9 o standard units
and shall be monitored daily by grab samples at. I, E, U, D.
There shall be no discharge of floating solids or visible foam in other than trace amounts,

B. SCHEDULE OF COMPLIANCE
i„ The permittee shall achieve compliance with the effluent limitations
specified for discharges in accordance with the following schedule:
Part
Permit No, NC
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 4 81. 14

PART
Permit No. NC
Act used herein means the Federal Water Pollution Control Act, As amended.
DEM 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.
MONITORING AND REPORTING
1. Representative Sampling
Samples and measurements taken as required herein sh
of the volume and nature of the monitored discharge.
be representative
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. MR 1.0, L1, and 1.4) postmarked no later than the 45th
day following the completed reporting period. The first report is due on
SEp 1 4 1982 . The DEM may require reporting of additional monitoring
results by written notification. 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
Definitions
a. The "daily average" discharge means the total discharge by weight
during a calendar month divided by the number of days in the month
that the production or commercial facility was operating. Where less
than daily sampling is required by this permit, the daily average
discharge shall be determined by the summation of all the measured
daily discharges by weight divided by the number of days sampled
during the calendar month when the measurements were made.
b. The "daily maximum" discharge means the total discharge by weight
during any calendar day.
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, Section 304(g), 13 USG 1314, of the
Federal Water Pollution Control Act, As Amended, and Regulation 40 CFR 136.
Recording Results
For each measurement or sample taken pursuant to the requirements of
this permit, the permittee shall record the following information:

PART I
Permit No. NC
a. The exact place, date, and time of samplin
b. The dates the analyses were performed;
c. The person(s) who performed the analyses;
d. The analytical techniques or methods used; and
e. The results of all required analyses.
Additional Monitoring by Permittee
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 MR 1.0, 1.1, 1.4)
Such increased monitoring frequency shall also be indicated. The DEM
may require more frequent monitoring or the monitoring of other pollu-
tants not required in this permit by written notification.
7. Records Retention
All records and information resulting from the monitoring activities
required by thhis permit including' all records of analyses performed and
calibration and maintenance of instrumentation and recordings from
continuous monitoring instrumentation shall be retained by the permittee
for a minimum of three (3) years, or longer if requested by the State
Division of Environmental Management or the Regional Administrator of
the Environmental Protection Agency.
I6

PART tL
Permit No. NC
A. MANAGEMENT RE
D
REMENTS
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.
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
I7

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 compliance with the effluent limitations
and prohibitions of this permit. The permittee shall promptly
notify the Water Quality Section of OEM in writing of each such
diversion or bypass.
Removed Substances
Soli..ds, 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
In order to maintain compliance with the effluent limitations and
prohibitions of this permit, the permittee shall either:
a. In accordance with the Schedule of Compliance contained in Part I,
provide an alternative power source sufficient to operate the waste-
water control facilities;
or, if such alternative power source is not in existence, and no date for
its implementation appears in Part I,
b. Halt, reduce or otherwise control production and/or all discharges
from wastewater control facilities upon the reduction, loss, or
failure of the primary source of power to said wastewater control
facilities.
8. 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.
I8

PART Il
Permit No. NC
B. RESPONSIBILITIES
1. Right of Entry
The parmittee shall allow the Director of the Division of Environmental
Management, the Regional Administrator, and/or their authorized represen-
tatives, upon the proentations of credentials:
a. The enter upon the parmittee's premises wriert an effluent source is
located or in which any rcords 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 monitoring equipment or monitoring method required in this permit;
and to sample any discharge of pollutants
2 Transfer of. Dwners'ato or Contr6
This permit is rlottransferable, In the event of any change in control
or ownership of facilities from which the authorized discharge emanates
or is contemplated, the permittee shall notify the prospective owner or
controller hy letter of the exi$tence of this permit a d of the need to
obtain a permit 1r the name, of the prospective owner. A copy of the
letter shel'l be:forwarded to the Division of Environmental Management.
. Availability of Reports
Exceptfor data determined to be confidential under N. C. G. S. 143-215.
30)(2) or Section 30S ofthe Federal Act, 33 USC 1318, all reports prepared
in accordance withthe ter shall be available for public inspection at the
offices of the Division cf 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 'imposition of criminal
penalties, as provided for in. N. C. G. S. 141-215.6(b)( r in Section
309 of the Federa, Act.
4. Permit M.ndificat)on
After notice and uruartariiy -or a aorler,i pursuant to N. C. G. S. 143-
215.1(b)(2) and Sr. 1,4,zer11.1(a) L,sercth-ely, ais permit may be
modified, sospendo4, or revoked in ,inolo or in part during its term for
cause includine, ut rt limItPd to, following:
a. Violtion of any term or echoic:hos of this permit;
b. Obtainiro permit by mileopoosartareon or failure to disclose
fully1 re'nt facts; •or
A change in any condition that requires either a temporary or
permanent reduetion or elimination of the authorized discharge.
M 10 & 1 9

PART II
Permit No. NC
5. Toxic Pollutants
Notwithstanding Part II, 8-4 above, if a toxic effluent standard or
prohibition (including any schedule 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 1I, 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 13►9.
7. ail and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution
of any legal 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 invalid, the application of such provision to other cir-
cumstances, and the remkinder of this permit shall not be affected thereby.

PART
Permi No NC"
Per titteeis not authorized to discharge after the eaPiration date.
In errder to receive authorization discharge beyond the expiration
date the Permittee shall submit such information, forms, and fees as
are required by the agency authorized to issue permits no later than 18
days prier to the expiration date. Any dischargewithout a p ::it after
the expiration will subject the pe ittee to for nt procedures as
provided in N. C. G. S. 143-215.6 and 33 05C 1251 et seq..

PART III
Permit No. NC
Previous Perini is
All previous State water quality permits issued to this facility,
whether for construction or operation or discharge, are hereby revoked
by issuance of this permit. The conditions, requirements, terms, and
provisions of this permit authorizing discharge under the National
Pollutant Discharge Elimination System governs discharges from this
facility.
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 Specifications has been made by the DEM after 30 days following
receipt of the plans or issuance of this permit, whichever is latter, the
plans may be considered approved and construction authorized.
D. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator in responsible
charge of the wastewater treatment facilities. Such operator must hold a
certification of the grade'equivalent to the classification assigned to
the wastewater treatment facilities.
M 15 & I 12

State of North Carolina
Department of Natural Resources and Community Development
Mooresville Regional Office
artin, Governor
Mr. Stephen Wilkerson
Sr. Vice President and General anager
Post Office Box 12335
Gastonia, North Carolina 28053
Dear Mr. Wilkerson:
S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
October 30, 1985
Subject: Amendment of NPDES Permit
No. NC 0005011
Carolina & Southern Processing, Inc.
Gaston County, North Carolina
There have been recent changes in regulations resulting in new minimum
monitoring requirements. A draft copy of an amended M-3 page of the NPDES
Permit reflecting the new requirements for the wastewater discharge is
enclosed. A request has been forwarded to our Raleigh Office for amendment
of the Permit to reflect the changes. You will be advised if these amendments
are adopted.
If you should have any questions concerning this matter or require
additional information, please do not hesitate to contact Mr. Monty Payne
or me.
Enclosure
cc: Mr. Jim Patrick, EPA
Gaston County Health Department
MDP: se
Sincerely,
D. Rex Gleason, P. E.
Water Quality Regional Engineer
919 North Main Street, P.Q. Box 950, Mooresville, N,C, 28115-0950 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

A.
Effluent C
(1). EFFLUENT L
Flow
B©D5
TSS
Fecal Coliform
(Geometric Mean)
Oil & Grease
Dissolved Oxygen
(Minimum)
Temperature
NH3 as N
Residual Chlorine
Total Nitrogen
Total Phosphorus
*Dry weather flow; during wet
flow rate may increase.
**Sample. Location: I -Influent, E-Effluent,
***Sample Type: All stream samples shall be
TATIONS AND MONITORING REQUIRE
NTS - FINAL
During the period beginning July 1, 1984
permittee is authorized to discharge from outfall(s) serial n
Such discharges shall be limited and monitored by the permitt
stics Discharge Limitations
Kg/day (lbs/daffy) Other Un
Daily Avg. Daily Max. Daily Avg.
96.4(212.5)
119.1262.5)
56.7(125.0)
39.7(87.5)
a
192.8(425.0)
238.1(525.0)
113,4(250.0)
79.4(175)
her conditions,
0.15 MGD*
170 mg/1
210 mg/1
100 mg/1
5 mg/1
*****
70 mg/1
and lasting until expiration, the
er(s)pl.
as specified below:
Monitoring Requirements
s (Specify) **** Measurement
Daily Max. Frequency
Daily
2/Month
2/Month
2/Month
340 mg/1
420 mg/1
400/100 ml
200 mg/1
5 mg/1
140 mg/1.
the pollutant loading to
U-Upstream D-Downstream
grab.
****Measurement Frequency: Daily means every day on which a wastewater
legal holidays.
*****The temperature shall be such as to not cause a temperature in the
water temperature.
The pH shall not be less than 6.0
and shall be monitored weekly by grab
There shall be no discharge of floating
the stream
2/Month
Weekly
Weekly
2/M©nth
Daily
Quarterly
Quarterly
shall not be
***Sample ** Sample
i pe Location
Continuous I or E
Composite E
Composite E
Grab E
Grab
Grab
Grab
Composite
Grab
Composite
Composite
E
E, U,
E, U, Ill
E
E
E
E
increased even though
discharge occurs except Saturdays, Sundays, and
receiving stream of 5°F above ambient stream
standard units nor greater than 9.° standard units
samples at the effluent.
solids or visible foam in. ther.thr,rr .trAtri„yn+c
m
0.4

no fawn LICTB comPanu
2410 RANDOLPH AVE.. P.O. DRAWER 20687, GREENSBORO, N.C.2742©, (919)
November 7, 1985
eason, P. $.
y Regional Enginee
State of North Carolina q
Department of Natural Resource
Community Development
Post Office Box 950
Qvresville, North Carolina
Dear Mr. Gleason:
28115-0950
21
We have received your letter dated October 30, 1985
outlining new monitoring requirements. We have no
questions concerning frequency of testing, however
the limits are significantly different from those on
our revised. permit No. NC 00050T1.
I as enclosing a copy of our revised permit
limitations as well as a letter from Robert Helms
which came with the permit revision.
We request that our permit continue to indicate mass
limitations only, as revised in August of 1982.
S LW/hw
Enclosure
Sincerely,
Stephen L. Wilkerson
General Manager
Carolina & Southern Processing
EXECUTIVE OFFICES: GREENSBORO, NORTH CAROLINA,
A SHEVILLE BY.PRODUCTS CORPORATION, ASHEVILLE, N.C. CAROLINA & SOUTHERN PROCESSING CORPORATION„ GASTONIA, N.C.
C % H PROCESSING CORPORATION, SANFORD, N. C. CHEMOL, INCORPORATED. GREENSBORO, N.C.

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aAS .44

A. (r ). EFFLUENT iL) rOk" "C i `1 .i> FINAL
i e
During
perrnitt
Such dis..na
fluent Charaoteristic,,
Flow
BODS
TSS
Da
Selo i aC
` .July 1, 1984, and lasting until expiration,
dich::ce from outfall(s) serial nun bergs) 001.
teri end monitored by the permittee as specified below:
Kg/day (lbs/day;
y Avg.Da y Max.
96.4(212..5;)
119.1(262_5)
Fecal Coliform (Geomet'rh: ean)
Oil and Grease 1 e . -(1 ? 3.0)
Temperature
Dissolved Oxygen (Mini,
COD
Total Residue
NH as N 39.
Settleable Matter
Residual Chlorine
42
.0)
.0)
113.4(250.0;)
7(87.5) 79.4ti
tations
Monitoring Requ
Other Units (Specify)**** Measurement
Daily Avg. daily Max. rrequency
0.15 MGD*
*****
5 mg/1
400/1©Om1
5 mg/1
Daily
Monthly
Quarterly
Monthly
Monthly
Daily
Daily
Monthly
Quarterly
Quarterly
Daily
Daily
***
Continuous
Composite
Composite
Crab
Composite
Grab
Grab
Campo* ite
Composite
Composite
Grab
Grab
the
*Dry weather flow; during wet weather conditions, the pollutant loading to the stream shall not be increased even
though flow rate may increase.
**Sample Location: I -Influent, E-Effluent 0-Upstream, D-Downstream
***Sample Type: All stream samples shall be grab.
****Measurement Frequency: Daily means every day on which a wastewater discharge oc+tura except Saturdays, Sundays,
and legal holidays. Daily stream sampling frequency may be reduced at each sampling station to one (1) time per
week, except during the months of June, July, August, and September when the frequency must be no leas than thre
times per week at each sampling station.
k***The temperature shall be such as to not to cause a temperature in the receiving atream'of 5©F above a$bient .=
stream water temperature.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard
and shall be monitored daily by grab samples at I„ E, U, D.
charge of floating solids or ble foam in other than t

Anderson.
esid+wnt
ducts Co.
7
NC 27420
Subject:
Dear Mr. And er eon :
In accordance with your appiieat
Dec ber 22, 1978, are forwardi.
Permit. This Permit is tesu. purl
Carolina General Statutes 143-215.1
b tween North Carolina and the U. S.
dated October 19, 1975.
If any parts requ.
are unacceptable to you
before a
days foll
to be cont d.
end banding.
Pi ee take notice
$. 2. addree s the r
ownership or control
, or
the
upon written d
cis hermit, ide
demand is made
This Permit does not aff
is which may be ,r re 1
you have any questions
cc: \!tore i,1
Moore. i,
Mr. George
A
it No. Nc0005O1 i
Southern Processing Corp.
is Perm
to be
discharge.
the iega
Div°isio
ncerni this Perm t*.
eived.
MRS
emits of )forth..
of AgrenC
on ent►
ns contained in
a an adjudicatory
to t Director wt
Eying thespecific issue
this Permit shall be final
got transferable. p
n c.,e of change
er
Sincerely yours,
Origin I Signed Bit
A. F. MCRORIS
A. P. McRorie
Director

Permit No. NC 0 0 0 5 0 1 1
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & 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 emended,
is hereby au
0
Carolina and Southern Processing Corporation
zed to discharge wastewater from a facility located at
the Carolina and Southern Processing Plant
South of Gastonia
Gaston County
to receiving waters
Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements
conditions set forth in Parts I, II, and III hereof.
on
nd other
This permit shall become effective , L 3 10A,,
This permit and the authorization to discharge shall expire at midnight
June 3O, 1982.
Signed this day of juL y 1,7,
Or1qi ,ul Signed Blt
A. F. McRORII
A. F. McRorie, Director
Division of Environmental Management
By Authority of the Environmental
Management Commission

Page
Perm
SUPPLNT TO PERMIT COVER SHEET
Carolina and Southern Processing Corporation
s hereby authorized to:
of
o. NC
Continue to operate an existing industristewater treatment
fa:ility consisting of 'screening, mechanical grease traps,; air
flotation cell, a series of aerated lagoons, and chlorination
facilities located at the Gastonia plant in Gaston County (Note Part,
iI of this Permit), and
1, Condition No.
Discharge frog said treatment
classified Class
orks into Crowders Creek +h oh is

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
During the period beginning on effective date of the Permit and lasting until expiration,
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:
EfFlyentChCharacteristicsaracter
Flow
BOD5
TSS
Fecal Coliform
Oil and Grease,
Temperature
D. O.
COD
Total Residue
NH3 as N
Settleable Matter
Residual Chlorine
Kg/day
Daily Avg.
92.5(204.0)
114.3(252.0)
54,4(120,0)
Discnarge Limitations
bs/day)
Daily Max.
185.1(408.0)
228.6(504.0)
10848 (240.0)
Other Uni
Daily Avg.
0.15 MGD*
s (Specify) **** Measurement
Daily Max Frequency
Daily
Monthly
Quarterly
400/100 ml Monthly
Monthly
Daily
Daily
Monthly
Quarterly
Quarterly
Daaijl Dy
eme ts
***Sample
Type
Continuous
Composite
Composite
Grab
Composite
Grab
Grab
Composite
Composite
Composite
Grab
Grab
**Sample
Location
I or E
I,E,U,D
I, E
E, U, 0
E
E, U, 0
U, D
E, U, D
I, E
I, E
E
E
*Dry weather flow; during wet weather conditions, the pollutant loading to the stream shall not be increased even though
flow rate may increase. **Sample Location: I -Influent, E-Effluent, U-Upstream, D-Downstream
***Sample Type: All stream samples shall be grab.
****Measurement Frequency: Daily means every day on which a wastewater discharge occurs except Saturdays, Sundays
and legal holidays. Daily stream sampling frequency may be reduced at each sampling station to one (1) time per week,
except during the months of June, July, August and September, when the frequency must be no less than three (3)
times per week at each sampling station.
*****The temperature shall be such as to not cause a temperature in the receiving stream of 5°F above ambient strea
water temperature.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units
and shall be monitored daily by grab samples at I, E, U, D.
0
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part I
Per nit No. NC 0 0 0 1
SCHEDULE OF COMPLIANCE
1. The permittee shall achieve compliance with the effluent limitations
specified for discharges in accordance with the following schedule:
The permittee shall achieve compliance with the effluent limitations on
or before the effective date of the Permit.
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.
M4&I4

PART
Permit No. NC
Act used herein means the Federal Water Pollution Control Act, As amended.
DEM 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.
MONITORING 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 I month(s) shall be
summarized for each month and reported on a Monthly Monitoring Report
Form (DEM No. MR 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
OCT 15 1979 . The DEM may require reporting of additional monitoring
results by written notification. 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
Definitions
a. The "daily average" discharge means the total discharge by weight
during a calendar month divided by the number of days in the month
that the production or commercial facility was operating. Where less
than daily sampling is required by this permit, the daily average
discharge shall be determined by the summation of all the measured
daily discharges by weight divided by the number of days sampled
during the calendar month when the measurements were made.
b. The "daily maximum" discharge means the total discharge by weight
during any calendar day.
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, Section 304(g), 13 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 pursuan
o the requirements of
this permit, the permittee shall record the following information:
I5

PART
Permit No. NC
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed;
c. The person(s) who performed the analyses;
d. The analytical techniques or methods used; and
e. The results of all required analyses.
6. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s) 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 MR 1.0, 1.1, 1.4)
Such increased monitoring frequency shall also be indicated. The DEM
may require more frequent monitoring or the monitoring of other pollu-
tants 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 by the permittee
for a minimum of three (3) years, or longer if requested by the State
Division of Environmental Management or the Regional Administrator of
the Environmental Protection Agency.
16

PART II
Permit No. NC
A. MANAGEMBT 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.
. 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 & J 7

PART
Page of
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 compliance with the effluent limitations
and prohibitions of this permit. The permittee shall promptly
notify the Water Quality Section of DEM in writing of each such
diversion or bypass.
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
In order to maintain compliance with the effluent limitations and
prohibitions of this permit, the permittee shall either:
a. In accordance with the Schedule of Compliance contained in Part I,
provide an alternative power source sufficient to operate the waste-
water control facilities;
or, if such alternative power source is not in existence, and no date for
its implementation appears in Part I,
b. Halt, reduce or otherwise control production and/or all discharges
from wastewater control facilities upon the reduction, loss, or
failure of the primary source of power to said wastewater control
facilities.
8. 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.
I8

PART II
Permit No, NC
. RESPONSIBILITIES
1. Right of Entry
The permittee shall allow the Director of the Division of Environmental
Management, the Regional Administrator, and/or their authorized represen-
tatives, upon the presentations of credentials:
a. The enter upon the permittee's premises where an effluent source is
located or in which 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 monitoring equipment or monitoring method required in this permit;
and to sample any discharge of pollutants.
2 Transfer of Ownership or Control
This permit is not transferable. In the event of any change in control
or ownership of facilities from which the authorized discharge emanates
or is contemplated, the permittee shall notify the prospective owner or
controller by letter of the existence of this permit and of the need to
obtain a permit in the name of the prospective owner. A copy of the
letter shall be forwarded to the Division of Environmental Management.
Availability of Reports
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 imposition of criminal
penalties as provided for in N. C. G. S. 143-215.6(b)(2) or in Section
309 of the Federal Act,
4. Permit Modification
After notice and opportunity for a hearing pursuant to N. C. G. S. 143-
215.1(b)(2) and G. S. 143-215.1(e) respectively, this permit may be
modified, suspended, or revoked in whole or in part during its term for
cause including, but not limited to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or failure to disclose
fully all relevant facts; or
c. A change in any condition that requires either a temporary or
permanent reduction or elimination of the authorized discharge.
M 10 & 1 9

PART
Permit No. NC
5. Toxic Pollutants
Notwithstanding Part II, B-4 above, if a toxic effluent standard or
prohibition (including any schedule 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 accordarce with the toxic effluent standard or prohibition and the
permittee 5o 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 legal 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. P-operty R- ghts
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 invalid, the application of such provision to other cir-
cumstances, and the remainder of this permit shall not be affected thereby.
10

PART II
Permit o NC
10. Expiration of Pe
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 authorized 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 procedures as
provided in N. C. G. S. 143-215.6 and 33 USC 1251 et seq..
I

PART III
Permit No. NC
B. Previous Permits
All previous State water quality permits issued to this facility,
whether for construction or operation or discharge, are hereby revoked
by issuance of this permit. The conditions, requirements, terms, and
provisions of this permit authorizing discharge under the National
Pollutant Discharge Elimination System governs discharges from this
facility.
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 Specifications has been made by the DEM after 30 days following
receipt of the plans or issuance of this permit, whichever is latter, the
plans may be considered approved and construction authorized.
D. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator in responsible
charge of the wastewater treatment facilities. Such operator must hold a
certification of the grade equivalent to the classification assigned to
the wastewater treatment facilities.
M 15 & 1 12

STAFF RE RT A pECENDAT IONS
I INSPECT' 6 OF EXISTING WASTEWATER TREATMENT PLANT SITEw
1. Place visited: Carolina and Southern Processing Corporation
Gaston County
2. Date: January 10, 1979
3. By: John C. Caldwell
4. Person contacted: Steve Wilkerson, Plant Manager
5. Directions to site: The plant is l ated et t in rse icon of
U. 5. 321 and Crowders Creek south of Gastonia.
The bearing and distance to the existing point of effluent discharge
is: Approxl tely 1500 feet east of the existing waste ter treatment
facility at Longitude 81° 11' 30," and Latitude 350 09' 45".
7. Size: Adequate a
expansion, if neces
is available for the proper operation and
ary, of the wastewater treatment facilities.
8. Toporgaphy Hilly, slopes of 2-10%.
9. Location of rest Dwelling: None wither: 1000 feet.
D. Receiving Stream: Crowders C-k
Classification: C
Mini 7-Day, 10-Year discharge at site: 1D.4 cfs
Usage: Suitable for fish a wildlife propagation as well as
for fishing, boating, wading and any other usage except for
bathing or as a source of water supply for drinking, culinary
and food processing purposes.
Part II*D
The existing
of screening
series of aerated
The facility is we
EALUATI
er treatment facil'
r se traps, d
flow recorder,
operated and maintained
G TREAT:
consisting.
cell, a
arination farcilities.
S;1 f nitori ng reports for the nths of February, 1978
indicate that the existing facility is producing an effluent
following characteristics:
Flow
D.DG7 ,:(Avg.) 102
0.( x. 414
BON(
bs/day(Avg.
bs/day Max.
TSS
55 lbs/day(Avg.
245 lbs/day(I4ax.

Page Two
The
lip
Perini i
flow
the large su
uld be capab'
i cul aced
dry weather
nt fact"
ace a a (s ac
also specify that the pollutant loading cannot be
the flow volume is increased beyond the dry weather
Part III . RE . FNDATI0HS
recYnded that
ion of the existin
and Southern. Processing Corpo
should include the following ef'flu
Par ter
ly► ng with the pr
e flow limitation
ton. During heavy.
uble or triple in
of t Berated la
TS
Fecal Col i form Bacteria
Oil and Grease
pH
*Cry r ath
ath r con
The above limitations
Category, Subpart, J
for this category are
term permit be issued
3
204 lhs/day
252 lbs/day.
120 lbs/day
may not biracroase
eed effluent
he new
s, the effluent
due to
The Permit will
ad even though
tinued
he Carolina
The Pe. it
4
504
40/
241
6-9
wet
.u.
ay
day
are based upon 40 CFR Meat Products Point Sou
Renderer Subcategory Since the BCT (BAT) lirni Lions
still in dispute, it is recommended that a short
with an expi tion date of June 30 1982.

NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
FACT SHEET
APPLICATION FOR
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
PERMIT TO DISCHARGE TREATED WASTEWATER
Application No. NC 0005011 Date May 7, 1979
1. SYNOPSIS OF APPLICATION
a. Carolina and Southern Processing Corporation
Post Office Box 102335
Gastonia, North Carolina 28052
b. Description of Applicant's Operation
The recycling of animal by-products from meat packing, poultry processing,
supermarkets, and restaurants producing anirnal feed ingredients and
animal fats.
c. Nature of Wastewater
Wastewater from the processing of animal by-products, truck washing,
and domestic wastewater from employees.
d. Applicant's Receiving Waters
Crowders Creek; classified Class "C"; suitable for fishing and wildlife
propagation as well as boating, wading, and any other usage except
for bathing, or as a source of water supply for drinking, culinary,
and food-prccessing purposes; the 7-day, 10-year low flow at this site
is approximately 10.4 cfs.
e. Description of Existing Pollution Abatement Facilities
The existing wastewater treatment facility consists of influent screen-
ing, mechanical grease traps, air flotation clarifier, a series of
aerated lagoons, and chlorination facilities.
f Description of Discharges
The following data were compiled from self -monitoring reports submitted
by the applicant for February, 1978 - January, 1979.
Pollutants which are present in significant quantities or which are
subject to effluent limitation are as follows:

Page Two
Effluent Characteristic
Flow
BOD5
TSS
pH
Oil and Grease
2. PROPOSED FINAL EFFLUENT LIMITATIONS
Average
Reported Load
(Specify Units)
Maximum
0.06 MGD
102 lbs/day
55 lbs/day
6.4-9.1 s.u.
23.4 lbs/day
0.104 MGD
414 lbs/day
245 lbs/day
42.6 lbs/day
The following effluent limitations are based upon 40 CFR, Meat Processing
Point Source Category, Subpart J - Renderer Subcategory.
Effluent Characteristic
Flow
BOD5
TSS
Fecal Coliform
Bacteria
Oil and Grease
PH
. MONITORING REQUIREMENTS
Daily Daily
Average Maximum
92.5(204.0)
114.3(252.0)
54.4(120.0)
185.1(408.0)
228.6(504.0)
108.8(240.0)
Discharge Limitation
k /day(lbs/day) Other Limitations
(Specify Units)
Average. Maximum
0.15 MGD
6-9 s.u.
400 00 nil
The applicant will be required to monitor regularly for flow and those
parameters limited in Section 2 above with sufficient frequency to insure
compliance with the permit conditions. Frequency, methods of sampling,
and reporting dates will be specified in the final permit.
4. PROPOSED SPECIAL CONDITIONS WHICH WILL HAVE A SIGNIFICANT IMPACT ON THE
DISCHARGE
Expiration Date - June 30, 1982
WATER QUALITY STANDARDS AND EFFLUENT STANDARDS APPLIED TO THE DISCHARGE
Effluent limitations are based on best practicable control technology
currently available and will meet State and Federal water quality
standards of Class C waters.
6. PROCEDURES FOR THE FORMULATION OF FINAL DETERMINATIONS
a. Comment Period
The Division of Environmental Management proposes to issue an NPDES permit
to this applicant subject to the effluent limitations and special conditions
outlined above. These determinations are tentative.

Page Three
Interested persons are invited to submit written comments on the permit
application or on the Division of Environmental Management's proposed
determinations to the following address:
DIVISION OF ENVIRONMENTAL MANAGEMENT
WASTEWATER MANAGEMENT'
POST OFFICE BOX 27687
RALEIGH, NORTH CAROLTNA 27611
All comments received prior to will be considered in the
formulation of final determinations with regard to this application.
b. Public Hearing
The Director of the Division of Environmental Management may hold a public
hearing if there is a significant degree of public interest in a proposed
permit or group of permits. Public notice of such a hearing will be
circulated in newspapers, in the geographical area of the discharge and to
those on the Division of Environmental Management's mailing list at least
thirty days prior to, the hearing.
Following the public hearing, the Director of the Division of Environmental
Management may make such modifications in the terms and conditions of the
proposed permit as may be appropriate and shall issue or deny the permit.
Notice of issuance or denial will be circulated to those who participated
in the hearing and to appropriate persons on the Division of Environmental
Management's mailing list.
If the permit is issued, it will become effective 30 days following date of
issuance and will be the final action of the Division of Environmental
Management unless an appeal hearing is granted.
c. Appeal Hearings
An applicant whose permit is denied, or is granted subject to conditions
he deems unacceptable, shall have the right to a hearing before the
Commission upon making written demand to the Director within 30 days
following notice of final decision to deny or grant the permit.
d. Issuance of the Permit When No Hearings are Held
If no public hearing or appeal hearing is held, and after review of the
comments received, the Division of Environmental Management's determinations
are substantially unchanged, the permit will issue and become effective
immediately. This will be the final action of the Division of Environmental
Management.
If no hearings are held, but there have been substantial changes, public
notice of the Division, of Environmental Management's revised determinations
will be made. Following a 30-day comment period, the permit will issue and
become effective immediately and will be the final action of the Division of
Environmental Management, unless a public or appeal hearing is granted_

NORTH CAROL IN
rr
ENVIRONMENTAL MAIN.rOe :' T COMMISSION
NATIONAL P0t.LUT'ANT DI I: If\fGE „"NAli.'-N SYSTEM
LICA`I RJN FC1: PERMIT TO I'ILsI„t °" AST TER
STANDARD FORM C — P41,=\N'JFACT1_ I i
C-0'JIuMERCIAd
ECTION L APPLICANT AND FACT L.i T Y DESCF § "# ON
o thpr4W'ki@"'t§'-.,3cltic„ t 5 r",r a atr0£ 6tert`re tM` 6a a co,,Rra.a°+"Pat. 8` = X°.; •:" ,'� 'Y'3i ,�.^!. tTi �.,...,
" rizems rTt`erzP Y . EA:Ir' P `a E -"s irtL,eST ads'" 7etLE't AS IN : A'S E:Si., ttE E. TO
",1 &Lt'rEWFOREFILLINGCU ottESEtrews.
IttSTiiULTF=.JY` S
Zip Code
(pRtacant's Authorized rk
(seas ettt'uetoons)
Name and Tithe
Naa rx9b e r
State
/ tp Code
Telephone
Street A,'tdreis
Wi�vdnua APptlryt'.iwn
{i a jpreviC:uS 4Wpl;catuorx tot a
National or Feuenral detihar: a ,pr-
4r 1, has beer, masks, rtove'the CIdr
cad rpppliCatiort„ Use nurherac
datie'aAat€an for date„
le...
: nn th :t Art
y inrprisonineut
1,7 f .n y cr .:r.
NUa;tt; er
Code
r:t s~ a t}
under !rrtfcle 1 cr rerulztionr
F
the
with,
r e t 1 .t be
C mmisaion.
:xcee
p.rovidu,
cr both,

or-tlar,c004,
,oflC,
raci,try .-erre
77X, 4 >I' 1054;
t1:7770,!o
"1,4,,Z4rt. .7;
•
r'ircort
", ' 7,7t &.7",t7r • 1,7 "711, --
.7a",e'r rrn
,s 7.'"t7tty-tn,
517,, 'Aeatttl"
ztt
,47 '''IsLL)ML
104,ri _LAVA Ti C77- F PNLL.9.),.... •
146 "i
1 )la
107'
/,'N."3,.",.
54
t14
trarnBa4Ad ":,,,Wofm per Cay
tr,C6i4S.i10.C1 '4.a Oti cer tay
ror,-,usa,pri rj.rUorls per c!rPr
triou:',ailir 90100$ Per <7.1rY
thoirwur, gaHons, per clay
gtA OW/ cao,,
g11DOt, DOT clay
rhurr Sand toll u Per ,7-1.47r
41.
6,9
"7.0a, kprIl. per lay
"1.1.1,'"cani, per Clay
As0 Tkic),J5A.NV erPt)
1-2

tts
a e Fa:i4ty Cis41`4,14sa 1114r
"40171; 7`4 ..r1'b411 lna EA; r1e (fie
"..0 ,Q s1 V oiur+ne Syti°tY 'r '
r'm+R > .c , r,13.. and. t=r1®
t4't
„Snj"'..S „.r C3),
x.�w,tt<t ,.,yat"+fir .':.ra zt;,,ot"
tarn watt.' try,It":`at::',.sTa"-1
of
s5" Fe rr^ois., Liter*5.es a'd apf.0 a+i fir^!
,perr,ocn9 �a L"erliw��C u"+Sr�^.'kr45 i+,:en;a.N acid vp©ticat+onw rtkl':e t ty d;tChar:3at+t'r
11, 4tc,C,s
ants
C raal,gs
11% Alc1H>z�:1ai ;k,tr.na!,:7.rr
Or Permit'
cene
qil Nurrvber
Date
l=ii�C1
b A
Y

STANDARD FORM C --1/1ANUFACTURING AND COMMERCIAL
SECTION II. BASIC DISC:I-1;:\RGE DESCRIPTION
mticmf.
t;uriTir'„,:',$A$GELL., ILschar:40 wet$s tott$.t.
,Lserit Art, L tatt"Ltt,L. W,Ittt:t" Ltt:" • SEPARATE DESCRiPTLON5 OFEACiti• L SCMARGE ARE
Ev EN iF SEVERAL DtSCHAFGGES ORIGINATE G-$$ l';:t%?v"E FACILi TY, $$$$$$$: vat„$$$t$.'itE e$Esti$1.;drwrilrge $;nouto tte repro-.
-$$$ LE.;$ $.-0„0,Lve n' cErjE,Egt,00, 4 IL; rtLts "t: t'tgtt, vttSt'tt t","$.$1 LEUILLT $$$$$E-.1t. c.ncirreerEng
EG "Gt5T r Et.." LEGG 7E $rums APPEE,I.P. ',I EE",, E VE6' T P IV:7)N 3004tEET moicATL:D, nfg.fit
I'. 7,1..012+f-cif, Stu& N0, 4.7c Name
',G,:sz$$$$I,sE StLotNo
ENErLarge Nam*
t <Its( t$,•$$''$$$L .1.-$$$E
GLEi Gt$,Gtit,'•$"7--.1
0$sch.3rgt SarLa$r-io
peGritt $$E...., LEEEEr
sz..—tati"c rj;"$•trat$11:3 "Gltes.
"Sttlac, tt$L$E
ttL'H ;:"^":
tt"to-7"E $
, Te3C.!
:ttS:S-
Ett.;.$$EtEnr$c C.E.cct Ayallacte
203
L CU1fl
202a
2020
202c
11 ^
7:?
2
2044
204t
AqttRey LNE
*Uon f'CsinN1'

rail eticrpaP St r'w.yter Transport
System
e`tne',r
pacify
Dis_ha rre Pout — Let/Lang t.ai"«:
t ert p•eciie toe:su tan ref the r,qi+at
rotne nearest second.
Latitude
t_Jee ritt,Ce
Dts.narge R ter/wean, Winer Nutter
iW�trtie the wate5 .vayr at (0e pnerrl
*ttsrharge 1Sre best rtttiI ls)
Ufl
a. Clscharge 0,stan
u. D,scharg,r Depth Settees Water
torrla4g
t?w:.hascje Type anti Deturrrrnce
rYlIte of Drschar/te Coe.
•,✓notnee th....'r4C'.�ar,
zolo t$..1'ge;,E 1d"k;+*rxtaaSoef�t,
Dusettaret Ocduate treat Clays per
"Week ti)tte) the average num—
pet, -tout cl,sctla,get this dr5-
0 .testa rge Occurrence --Menthe
i f ',hot £';'-5Gr';,1r; ' re t"fi!F" o y-
.tper,ites tetI her inte'ramaer't
,rr Lt rtl+rtttrt tylyri or) ec;si than
o veareteaeno basis teaeioriene
t,ea l "r;eyne ter r(,tytnte o'reete-
s`lelrtie,t .), ct,eetk, tee tas0ntes C€ksr-
soa the. year sunset the 00e:barge
rtectotte ri. (see tfi-',rUctoons1
.,Crrn.t z tames 11 if'"eriter-
)recite=,:cl t,r tie:en la's
nt Dtscearee Quantity
the
rn threJsaecl of
t l intt,`,nsttent Dov:narge i)urat10,1
ann eretteency
loTerrnittent Discharge Duration
Per Day S!etee fay) aver r;))
Ler day tn0
_ar serge a s ta„aa: reatertta
$etriehttent Discharge
Preet.reney _"Stem tort eaveritee
re,:eetter €!1 re sc`."eryr{,e ortti
ceeres 1 day eo riot Cart
>v`ra:av {ia5rhiirtr)e+t.
12. r,a,e rrntim Ctrsw Permed eteee ;roe
.teee p >rirol <n ,,vt4a.cfl the oat)
;:i ,'+lara,• r9G.m0l't
D152HAt+tOE''EPIa1e. N-f'.tett3-E
206a
op
taTS
[,�
per ,A,_erc
__..eh0 11 trey t#,ao
r..�1;1tt
)EC
rm1oFat`1

i•aUureeny lelraL;l
wV

HAQGES
BAsJ.k,.) . u N
°r,

! 11
2,;. ,J y; »;« m
2Gl
m,w.w:ey
w
h
fl
»m»
mmvn i
z9 m
o mew Mgr
e*
,Ur`& « G�
mzrE
Rma��w;frt. _-i

7, DerscrlinnOn of Intake and Discharge
For each of th. par meter, Iteii below, enTer in thn apprrroprnlFop tpt7 tnr m+a!'.re
t nrMe'6�ic'an, inter the 04r441101er roan€e mitt code and tI retaurred for .awry M U fol8rrwv .it n r.x;w...s.
arrxrrrxn9e, cyanide, 1t7mrYu n, msennT, er+Ytinotn, cah.ntonR, chrs nm^?u. r,-r, r t„r merculv,
,� cFrlc rine err sidueq.
ld (ode
Tk•rttayc-rai re (iummer)
`74
i303to
C`herni�.�I
rnttl
t)Y) i4()
Oxygen Demand
n Demand (COD)
n�,�oz ram�r
I rIluen
5)�Efit.Invlru,_ wths)
11-6
1 Fah A

LI1
ainvei
e zw aw>z my
� »visas«
ea; nw:w aa;aeave 9

,'erns 2C-25 pf there is a thermal dirvt wheree
d twirth a Stearn at
refinery, fl;a,° an/
of l SCI'm rr;s pir
rt ry,iwOrt ganons per day or rrOrv!, ts•er En19'.i
20, 'Thermal Discharge 5srurca Chr._a
the appropriate item(s) iruticatimg
the source of the discharge. (see
i cS,t rCrCtieams
Boiler Fttuwd0wts
Boiler Chemical Cleaning
,rb.,fh Pond Overflow
E§oipaar water TTeat hint E-v 3taura
int t."3lowaown
Qil Or Coal Fired Plants — Tffloent
from Ftir Pollution Control Devices
Condense Cooling Water
Cooling Tower Ellowdown
htaaiaufacturing Proftesf
Other
Pt. Discharege/RL' vndvey 'k` ter Tiernper-
at.ure Difference
Give the mdxrrmurn temperature
(lit ference between the cliSCO rtye
drvj FPC:Pivrn9 waters Inr 5rl Miller'
a=td winter oaelattng condition's,
(see ihstn,ictionst
Slum mer
L^+'intet'
e Temperature, 'Rite of
tble ratr3 01
Tl:^.ettoer:i$Lire change per hour aar
r st,,,t ar"te a flddN opx at
ttsiats4ts, (see instructions)
23. Water Ternpe,rature„ Percentile
Yt.prart (Frequency of Clccurrencet
In tIte rabae below, t=rr tor the
temperature which is exCetil.eel l[I'ra i
tat the year, 5% of the near, .1.,4 ot
th,t ,year aetd not at ail (art tin .rii;r rrm
i
rn t7e rrZtu rat, (',d t! c't str�.; r.p a:"rns)
Fr"10i.ie0Cy CO occur renCC
a 4�[ake dater Iemperal'a r'H
(0ubject to natural changes;
ft t "schar fie water Temperature
YJJtcr !nut.* Velocity
s.:l iT str UCt,00$)
25, Retention Time Give '4Ste Tuisate of
Ci'nt't. dm rrrimsites, frraetr Stars rmt
water term PerStUU rt t+tb cis h2rg
of roofing watef. (See ansfiuctiosts)
to
4
L.l0C-FP

C ;Sc„„':t„'' E dA A. NLR,' tE.x
rS

STANDARD FORM C - MA UFACTUR1NG AND COMM CIAL
SECTION W. WASTE ABATE °' EN'T REOUIRENIE I 1 E MF "i' °'ION (CON TRUCT
T'.h.a sci titan ret:idire's information on any hncGNiaplated rr4.0 hs "c7 for C ,r SlruCtion of wal.*e Waite,
n"q nt r7-u,,a `--93.. "J C,•n requirements and'Ym °oientien:ation scinrk[h,'es r:iiyt?rai g,aenci1's or Cy court
actiOn. t,3 c(Anrnpletinq the. following a copy t 3n c'sltscrat s.hOt^its7 bFt 21*t3Ci"=w,a1 to this apotication^
tE YICA 74E-::. sU ^dd �CT �SEVERAL CSV�F : FF:N TN1LT V(N
U"'F"E
R aN( LEVELS' OF
AUTHi:„GtCry t".3 C7SIaNG D F,'ERENT SCFH,EDU'LE.S tern la.t rl,l-i,,,};^r)Fr 'e'rAcEl"; CONSTFWcTnON OF SERA FtA7E OPERATIS:aN
tlt, r'n ie), 3"rtl, A SEPAFATE SEC`+ION lot FOFi. EACH ONE,
t_ Imeroreenents
FOR AGENCY 'OSE
b, u ?homy ImpoeiM Require.
'rents Check the, appropriate
irjiCaring tits authority for
icricier-tsrtation schedule, if
tn•t irniotameritation
scri2Cu'e has 7ten ordered by
irnCre nt',an one authority, cheek
the 1::r^lwfiate items, (see
tn;_r=_e;�a.resi
L �aaYn'y dt•veio©ert Wan
,Araaisi a P'an
Basic Plan
Made ap:)ro+ed rrtnplementar.
Fehf,rCernertt prl°JCea1«.
S's;e court order
c. Facility Req;uirer ent. Specify
th+. 3-rharaCter Corte or those
that pest reseribes
tip
^y',,,,, u!i!, and the ap{rnhabit 5iri�
c nar;nc :.fir aoatement Codes)
tr;) Tacle tl of the Instruction
b t�•,''-c,�t. if more than rang
t,/piles to the facility
occ :rise no a staged construction
scric•cti.ce. sate the stage of con^
staioctc,n ckein'g 7eacripad here
.•:w ate tcr' taett Stage of
° <„n Warmed..
rmeCd.
New Facility NEW
Modificaticin (no } MOO
Increase in CaPaC'tty INC
lrter:asee Tre,ntment Lever INT
Both Yncrrrase i n 'Tr....tti'*n ernt Level, and Capecet;r' It:; f
Froects Chengi t"i'TC;,1
Elimination of Oischar7e E" t,.t
2 pages.

l,nalacnentrrionloectult Mind 3. Actual CompletiOn Dates
Cates .'.rniacsed byscrlird'ule and any actual .01 c0.4-,we;r.o.-1 !or 1r,p.tr.nient,r,:t1-.:..;
InC,cattaatti as 3.C.CUrate,ly 35. (":,SSitlift. (See OlitfUCt:,01,3)
1—.-.."',,ernentaticas Steps
3. Drelirnimiry 7.4an comolate
• DlaA saJlarnlsS%on
C. F;nai ptatnot'
C. Financing comol/seta& crartre-ct a
• SiZe acquartel
1, Bieln action 0-4-, COriStrUCTiOrt)
• E.,70 C Qnstructionk
• DiscMar9r18,ergan
00-tratic^ai TR,91 at talned
SLt,,,,C1011 r /Mc,
302a
34/34
111-2
GPO ei5•742

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E-47,7 NTA '!A!..:AC.)D!().):T ()Cr 5,S: 1:1:
NATIONAL ?CILUTANT DISCH,ATiGE Eti:MNATI,..(3.1 SYSTEM
PLICATiON FOR PERMIT TO M5CHARGE
AODITiONAL REOWRED INFOR,',1,ATION
4
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Drainage Area:
affected:
ved x e
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STE LO ) ALLO AtiQ N
Permit No.:
Con
R ewed by:
Date:
•pe rol.:
Clas3:
7Q10:
C1as :
g Pt•

In_duri.al SIC Code:
E,f f l , ent G
erence:
Type of Waste:

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AT MCa
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A BY-PRODUCTS CO.,
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ATMOSPagC

iuTM GRti© ANT) Y973
MAC N0 r?E.C.1-1F1

Original Signed By
W. LEE FLEI ING, JR, or..
Hobert F. Helms
Director

000 011
DRAFT
STATE CF NORTH CAROLINA
=EPARTMENT. OF N.UAL RESOURCES 5 COMMUNITY DEV
DIVISION OF ENVIRONMENTAL MANAGE
M I T
To Discharge Wastewater Under the NA'TIONA
DISCHARGE ELIMINATION SYSTEM"
In compliance with the provisions of North Carolina General St tute 143-215.1,
other lawful standards. Ord regulations promulgated and 'opted by to North Carolina
Environmental -Management 'omission,'and the Federal' Water Polluti n C ntrol Act, as
amended,
e
Caro la and
Processing C
y authorized to discharge wastewater from a facility located at
in accordance w
conditions set
This
the 0arolina and thern Processing Plant
Gaston County
a
d Crowders Creek in the Catawba River Basin
ns, monitoring requirements, and other
and III hereof.
shall become effective
This permit and the authorization to discharge shall expire at midnight
Signed this day of
Robert F. Helms, Director
Division of Environmental. Management
By Authority of the 'Environmental
Management Commission
11.

Permit No. NC0005011
SUPPLEMENT TO PERMIT COVER SHEET
Carolina and Southern Processing Corporation is hereby authorized to:
1. Continue to operate an existing industrial wastewater treatment
facility consistingof screening, mechanical grease traps, air
flotation cell, a series of aerated lagoons, and d(lorination
facilities located. at the Gastonia plant in. Gaston County (Note
Part III of this Permit), and
2. Discharge from said. treatment works into Crowders Creek which
is. classified Class "C,"

A. 11TMATIOIN.S AND MONITORING REQUIREMENTS -1° rMAL
(fluent Character
Flow
13°D,
TSS
Feca
Oil and Grease
Temperature
olved Oxygen
COD:
Total Residue
NI _ as N
leah1e Mattel'
'Walt Chlorine
During the period beginnit"1g on effective date of the 2ermit
permittee is tauthor~i zed to discharge from outfal l (s) serial
Such discharges shall be limited and monitored by the permi
sties
Di schar2_Limi to 4ions..
Kg/day lbs/day )
Daily Avg Daily Max.
96.
119.1
m (tcometr
56.7
19 1. 8 (42 5. 0 )
238.1 (525.0)
_4(250.0)
and lasting unit 1 June 3 , .1'84, the
r(s) 001,
s specified below;
Monitoring Requi remen
Other Units (Specify) ****Measurement ***Sample
Daily Avg. Daily Max, Frequerrcy Type
0.1�i MCD* Doih Continuous
17 mg/1 34 mg/1 Monthly Composite
21. mg/1 2 my/1. Quarterly Composite
400/100 rwa`.1 Monthly' crab
10 mg/1 20 mg/1 Monthly C" 7rnpc site
*****
Daily (;tiraaPb
5 mg/15 mg/1 Daily 7r ab
Monthly C°��t�r �yslt'
Quaarter:Ly- C'c:)'ot,Lac„> ite
Quarterly Composite
yCrab
Daily Grab
*Dry weather flow; during wet weather conditions, the pollutant loading to the stream shall not bey
flow rate may ineease. **Sample Location: I -.Influent, E-Effluent, U-Up tream, D-Downstream
***Sample Type: A11 Cream saaarLrles shall be grab.
***Measurement 1 reciiaeracy: Daily means every day on wll eh ,a wastewater discharge
1 holiday:'.. Daily stream snmpiing frequency may be reduced gat each sampling it t r sa tea c rre (1) time l,er wr en, except
g the months of June, July, August, and September when the frequency must be no less than three (::3) t.rrae , per week at
asnpliny station.
***The temperature shall be suo'h as to not cause a temperature in the receiving stream of ;l" above ambient stream
ato temperature.
**Sample
Location
I or 5
I,E,U,D
I , h
E,0,D
E
E,U,D
U,0
5,U,r:)
I,f
I,E
1'
E
The p11 shall not be less than
and shall be monitored daily by grab
standard units nor g
aarrp is at I, 5, t_1, D.
Saturday
er than 9.0 standard u
eased even though
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. (1), EFFLUENT
L M
ITA I NS AND MONITORING REQUIREMENTS - Final
During the period beginning July 1, 1984 , and lasting until expiration, the
permittee is authorized to discharge from outfall(s) serial number(s)ool.
Such discharges shall be limited and monitored by the permittee as specified below:
.ffluent Characteristics Disharae Limitations,. Monttoring Requirements
________
Kgidaylbs/day)
Daily A'g Daily Max_
Flow
ROD,i
TSS-
Fecal Conform
Oil and Grease,
Temperature
Dissolved Oxygen. (Minimum)
COD
Total Residue
NE as N
Settleable Matter
Residual Chlorine
96,4(212.5)
119.1(262.5)
(Geometric Mean)
56.7(125.0)
192.8(425.0)
238.1(525.0)
113,4(250.0)
39.7 87 79.4(175)
Other Units (Specify) ***Aeasurement
Daily Avg. Daily Max- —Trequency
0,15
17
21
MGD*
mg/1
mg/1
34 mg/1
42 mg/1
400/100 mi
mg/1 20 mg/1 ".
mg/1 5 mg/1
7 mg/1 14 mg/1
Daily
Monthly
Quarterly
Monthly
Monthly
Daily
Daily
Monthly
Quarterly
Quarterly
Daily
Daily
***Sample
continuous
Composite
Composite
Grab
Composite
Grab
Grab
Composite
Composite
Composite
Grab
Grab
**Sample
Location
or E
1,E.0,D
1,R
E,U,D
E,U,D
U,D
E,U,D
1,E
0
*Dry weather flow; during wet weather conditions, the pollutant loading to the strearn shall not be increased even though
flow rate may increase. **Sample Location: I-InfIuent, E-Effluent. 0-Upstream, D-Downstream
***Sample Type: All stream samples shall be grab.
****Measurement Frequency: Daily means every day on which a wastewater discharge occurs except Saturdays, Sundays,
and legal holidays. Daily stream sampling frequency maybe reduced at each sampling station. to one CO time per week,
except during the months of June, July, August, and September when the frequepcy must be no less than three (3) times
per week at each sampling station.
0 .
'****The temperature shall he such as to not cause a temperature in the receiving .stream of 5 F above ambient stream
water temperature.
The pH shall not be less than 6,0 standard units nor greater than 9.0 standard units
and shall be monitored daily by grab samples at 1, E. 0, D.
There shall be no discharge of floating solids or visible foam in other —than trace amounts.

IEI ByPrl u(TS rwiiman,
2410 RANDOLPH AVE., P.G. DRAWER 2
J�14 Subsidiary, of
mmenwer COf
GREENSBORO, N.G. 27420, [phone]
Carolina & Southern Processing
P. C. Box 12335
Gastonia, N. C. 28053
Mr. D Rex Gi on
Water Quality Regional Engineer
N.C. Division of Environmental Mgn't
P. O. Box 950
Mooresviile, N. C. 28115
Subject: Non-compliance with flow
1985 Carolina & Southern
North Carolina.
Dear Mr. Gleason:
tation for month of August,
ocessing Corp., Gaston County,
This letter will advise you of this co pany's non-compliance
with its NPDES perregarding average daily flow for the month
of August 1985.
NPDES permit No. NC0005011 stipulates that the average daily
flow discharged from our waste water treatment system is not to
exceed 0.150 MGD. The average daily flow for August, 1985 was
0.245 MGD. This excess flow can be attributed to several periods
of excessive rainfall; one of these being 6.2 in. of rain in a 24
hour period. Considering that the company's waste water lagoons
have approximately nine acres of surface area, one can see that
rain fall appreciably increases flow volume. It should be known
however, that for September we are well within our limits.
Should you have any questions or need further information
regarding this matter, please do not hesitate to contact me.
Sincerely,
STEPHEN L. 1 'I RSGN
SR. VICE PRES. GEN. MGR.
September 18, 1985
SW/bh
EXECUTIVE OFFICES; GRE NSRORO, NORTH CAROLINA
A ,S HIEVILLE BK•PF.DLUCTS CORPORATION, ASHEVWLE, N.C.„ CAR:3LtNA & SOUTHERN PROCESSING CORPORATION, GA,'*T•ONIA, N..C,
"r & H F'ROCESS/NG CORPORATION, SANFORD, N. C, CHEMOL, .NCORPORA TED, GREENSBORO, N,O,
CAPE FEAR FEED PRODUCTS, INCORPORATED, FAYETTEVIL.LE, N. C.

PART I
1 P1ace.
P ECTI N OF EXISTING WASTENA
ITCHT Pl.ANT,S
ITE
d Ca .lira and Sou ern Proc„*ssing Corpor tion
Gaston County
ry 26 7982
Coble'y,'''LT.
4. Person Contacted a.n e
5. Directions to Site: The p
and Crowder% Creek south of
The aar~i ng and Di s Lance to th,e Exi
Aggro i tely 1500 feet east of the
at Long i trade 81, 11130" and Lati to
Size: Adequate area
if necessary, of the
Topography: Hilly, s10
*Pa E
and Gra Burgan, ;rater
e intersection of U.S. Z`
Polo t of Effluent Dischar�e 1s
tiny was ,'ater tree ;nt facil.
*5
i 1 abl a for the p
ter treatment fay
of 21 0%.
. Location of Nearest ©wel i i ng None
Receiving Stream: Crow rs C , , ,k
(a) Class ificatfn,.
b Minimum 7�- 1 7C-Year Disc ha a't 'Site: 10.4 cfs
(c) gage. Suitable for fish and ild11fe propagation as well as for
r
assaiso•rceaof wa resupply f r drinkin c linarand any 0 go exc ytandfor
d processing
as a soya
purposes.
PART II 5CRipTI0N AN } CYA TI P EXIST
isting was.,_�_e _
ani nghani cal grease traps dissolved a
bed laflog recur r � n thiorination
operated and iirmtained. P iou y permitted
Pa
Flow
TSS
Fecal lift) . #:c
+11 and Grease
PH
eet
408 lbs/daY
534 18%/day
430/100 mi
240 lbs/day
6-9 S.J.

PART T 1 I
4 TIO$ A$D
Average set,
Flow
30D
TSS
i11 and Grp
Fecal Calif
pH
N MSS:
ata for
It is tpermit bel
following plant
0.09 MGD /
53.13 l/ '_aJ.]�
66.3 l bs/
8.09 1 bs/day+
<100/100
6".0 » 7.

North Caro Ina Depar ment of Na ural
Resources &Community Development
James B, Hurl, Jrn Governor IN% c vt,T, 00c3,04RW.T, GT ims1Ey , Secretary
DIVISION OF ENVIRONNENTAL MANAGEMENT !.e-asoen:OXliaiMiikber 10, 1981
CUALI,aa;Jalarkli, PEVELOPMZNT
ibm A, a CI metal
Mr. Thomas J. Harmon
Carolina By -Products Com.ent
- sfthm haa,eand 151H61,1414
P.O. Drawer 20687
Greensboro, NC 27420
SUBJECT:p1iit113n for EDEB Permit
..olina and Southern Processing
dm'
Garc=fr
Mr. Harmon
Receipt of the following documents is hereby acknowledged:
Application Form
:agineering Proposal (for proposed control facilities)
x Request for permit renewal
Other
County
If any of the items listed below are checked, the application received is
incomplete andthe indicated item(s) must be received before review can begin:
Application Form (copies enclosed)
Engineering Proposal (See (b) 1-5 on attached)
Other
-
If the application is nor made complete withia thirty (32) days, it will be
returned, to you. and may be resubmitted when complete.
Phis application hes bean assigned. to__ ,avjd
(9142733-5181) of our Permits Unit for revidw and prepsBation ot a 1ratt pergit.
Once thh permit is drafted, public notice must be issued for forty-five (45) nays
prior to final action an. tui3 issuance or denial of tne permit. You will be od-
leed of any comments, recommdedericas, questions or other in. necestery
for the review of the application.
I am, by copy of tnis 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,
ad2
W, Lee Fleming, Jr., F,E.
bHead-Permits & Engineeri- g Branch
Water (odality Section
ranch
Mooresville Kegional Supervisor Davidej. Adka
_ .
6- Bdi 276S7 Raft Nortr, CalaGia,13:2?

November 6, 1981
Mr. Robert Helms, Director
N. C. Division of Environmental Management
P. O. Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Helms:
Regarding our NPDES Permit #NC0005011, Gaston County,
this letter a renewal of the existing discharge permit
June 30, 1982 as per your letter dated October 30, 198
TJH:ag
request by
ue to expire
Sincerely,
CAROLINA BY-PRODUCTS COMPANY, INC.
Thomas J. Harmon
Vice President - Manufacturing