NC0006033_Report_20000224

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NC000Go�3
FINAL DESIGN REPORT
FOR
CRAMERTON WASTEWATER
TREATMENT PLANT UPGRADE
CRAMERTON, NORTH CAROLINA
NPDES Pemiit No. NC0006033
Commission No. 1999043.00
February 2000
Project Specifier: Steven C. Young, PE © 2000
J.N. Pease Associates 2925 East Independence Blvd Charlotte, NC 28205 704 376-6423

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` 1.0 INTRODUCTION
The Town of Cramerton (Cramerton) is located approximately one mile south of
Highway 74 at 599 Eagle Road in Gaston County, North Carolina. Cramerton purchased
a 4.0-MGD wastewater treatment plant (WWTP) from Collins. & Aikman Textile
Company in September 1999. The existing 4.0-MGD WWTP meets present NPDES
discharge limits; however, speculative limits for the permit -renewal this year will
g P P Y
include more stringent water quality limits.
The current plant is an extended aeration process consisting of two basins with floating
aerators, two final clarifiers, and a chlorine contact tank. Currently, the facility is
utilizing one basin of the extended aeration process. The sludge process train consists of
an aerobic digester with floating aerators, a belt press for dewatering and sludge drying
beds (as backup).
In addition to the new 4-MGD WWTP, Cramerton owns and operates an 0.2-MGD
WWTP located on the south side of Cramerton between New Hope Road and the South
Fork River. This WWTP is an extended aeration plant with final clarifiers, a chlorine
contact tank, and sludge drying beds.
Cramerton's wastewater collection system serves the entire town and provides service to
areas outside the current town limits. The system includes two major pump stations,
Riverside and Baltimore, and one minor pump station, Lineberger. The Riverside Pump
Station pumps flow to the 4.0-MGD WWTP. The Baltimore and Lineberger Pump
Stations direct flow primarily to the 0.2-MGD WWTP.
Presently, the 4.0-MGD WWTP consistently meets all conventional discharge parameters
with the exception of periodically exceeding residual chlorine. Speculative NPDES
permit limits, however, were provided by the North Carolina Department of
Environment and Natural Resources (NCDENR), Division of Water Quality (DWQ), for
permits to be renewed in the lower Catawba River Basin. The discharge limits
(described in Section 3.0), which require significant upgrades to the existing WWTP,
include Total Nitrogen (TN), Total Phosphorus (TP), and residual chlorine.
A Kruger AZ/O oxidation ditch process was selected as the nutrient -removal process (in
addition to conventional treatment). A new. chlorine contact structure, which also
includes effluent metering, post aeration, and an effluent pump station, was designed to
meet the proposed residual chlorine limit. Other major revisions or additions include
upgrading the existing mechanical bar screen, adding a grit removal system, installing
new RAS pumps, chemical storage and feed facility, lab/process control building, and a
complete electrical upgrade.
7.1
Cramerton WWTP Upgrade Design Report
1999043-OC
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The effluent tun station is required, along with raisin the existing clarifier outer
p P q g g g
walls and designing the new chlorine contact structure with extended outer walls, to
meet the 100-Year Flood elevation of 579 feet.
Cramerton WWTP Upgrade Design Report
1999043-OC
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2.0 EXISTING FACILITIES
The Cramerton WWTP is a secondary treatment facility with a present capacity of 4.0
MGD. The plant was originally constructed in the 1960's by Burlington Industries as the
textile plant's effluent treatment facility. The plant was designed as an 8.0-MGD facility
until the extended aeration basin was divided in half with an earthen dike in 1983. The
major process units include preliminary treatment, consisting of a coarse mechanical bar
screen; secondary treatment, consisting of extended aeration, secondary clarification,
and chlorination; sludge handling, consisting of aerobic sludge digestion and
dewatering of sludge by a belt press.
The existing sludge drying beds are not presently used. Liquid sludge is hauled off for
land application by a contracted service.
The Cramerton WWTP currently has NPDES Permit No. NC0006033 with the following
monthly discharge limits:
PARAMETER
UNITS
LIMIT
Flow
MGD
4.0
H
6-9
BOD5 @ 200 C
(Monthly Average/Daily Maximum)
lb/d
334.4/668.8
COD
(Monthly Average/Daily Maximum)
lb / d
5189 / 10,378
Total Suspended Residue
(Monthly Average /DailMaximum)
lb/d
1302/2604
Fecal Coliform
(Monthly Average/Daily Average)
per 100 ml
200/400
Total Chromium
(Monthly Average/Daily Average)
lb/d
6.8/13.6
Sulfides (Monthly Average/Daily Average)
lb/d
13.6/27.3
Phenol (Daily Maximum)
micrograms /liter
21
ChronicToxicity (Monthly)
Pass/Fail
Monitor
Cramerton WWTP Upgrade Design Report
1999043-OC
Page 5

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The major components of the existing treatment system are as follows:
Preliminary Treatment:
Type
Mechanical Bar Screen
Drive
1.5 HP
Spacing
1"
Extended Aeration Basins:
Number of Basins
Two (one in o erationy
Size (Each)
280' W x 235' L x 12' SWD
Return Sludge Rate
100%
Detention Time
20 Hrs @ 50% Return
Aeration
Surface Aerators
(1)@100HP;(5)@75HP
Secondary Clarifiers:
Number of Units
Two
Sizes
Two 90' Diameter x 12' SWD
Overflow Rate
315 GPD/SF
Detention Time
3.4 Hours @ Average Flow
Return Sludge Rate
100%
Cramerton WWTP Upgrade Design Report
1999043-OC
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Chlorine Contact Basin:
Number of Tanks
One
Size (Each)
40' W x 100" L x 6' H (2.1 Side Slope)
Volume
160,000 Gallons
Detention Time
58-Minute Detention
Chlorinator
GAS�vS_
Sludge Digestion:
Number of Digesters
One
Type
Aerobic (Uncovered)
Volume (Approximate)
900,000 Gallons
Aerators
Floating; (2) 75-HP Units
Sludge Drying Beds:
Number 10
Size (Each) 50' x 50'
Sludge Dewatering:
Type Unit Belt Press
Size 1.0 M
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1999043-OC
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3.0 DESIGN OBJECTIVES
The objective of this project is to upgrade the existing facilities to comply with the
following speculative effluent limits (provided by the NCDENR on October 12,1999).
Parameter
Design Influent
Concentrations
Speculative
Effluent Limits
Flow (MGD)
4.0
4.0
BOD (m /1)
240
10
COD (m /1)
350
--
TSS (m /1)
`a-YV
30
4
Ammonia (m /1)
20
TKN (m /1)
25
--
Total N (m /1)
--
6 (summer)
Total P (m /1)
6
1
H
6-9
6-9
Fecal Coliform (#/100 m /1)
--
200
Chronic Toxicity @ IWC
--
Yes
Total Residual Chlorine (m /1)
--
0.028
The design influent flow rates for the upgraded WWTP are as follows:
24-Hour Average
4.0 MGD
Peak (Instantaneous)
10.0 MGD
24-Hour Minimum
1.0 MGD
Cramerton WWTP Upgrade Design Report
1999043-OC
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n/c 60 060 033
4.0 PROPOSED DESIGN
The proposed upgrades to the existing 4.0-MGD plant are described in the following
sections. A Flow Diagram of the proposed system is attached as Figure 1. All wastewater
treatment facilities are protected from the 100-Year Flood. The 100-Year Flood elevation
at the project site is 579 feet.
4.1 PRELIMINARY TREATMENT
Screening: The existing Mechanical Bar Screen with one -inch bar spacing
will be upgraded with new parts (gear reducer, motor, bearings,
etc.)
Influent Monitoring: The existing Influent Parshall Flume will be retrofitted to
monitor flow, temperature, and pH.
Grit Removal: A boundary layer Grit Removal System will be installed for grit
removal of 100 micron or larger inorganics (i.e., sand). The
system also includes a grit separator/classifier unit and
dewatering unit.
4.2 BIOLOGICAL NUTRIENT REMOVAL (BNR)
BNR will be utilized for the removal of COD, BOD, SS, Nitrogen, and Phosphorus. The
BNR process will be designed for nitrification and denitrification and phosphorus
removal, utilizing anaerobic; axoxic and oxic zones; internal recirculation of the MLSS;
and external return of the activated sludge.
The process will utilize the Kruger A2/O Oxidation Ditch Process, which will be
constructed to treat an average daily flow of 4 MGD. The existing aeration basin that is
not in service will be the site for the new oxidation ditch.
Tables 4.1 through 4.5 summarize the design criteria and preliminary process
parameters.
Cramerton iNWTP Upgrade Design Report
r. 1999043-OC
Page 9

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Table 4.1
Influent and Effluent Design Criteria
Wastewater Characteristic
Influent
Effluent
Average Daily Flow, MGD
4.0
--
Peak Daily Flow, MGD
10.0'
--
BOD m /L
240
10
TSS, m /Lj
10
TKN, m /L
25
==
-N, n /L
20
0.5
TN, m /L
--
62
TP, m /L
6
13
Elevation, Ft AMSL
750'
--
Wastewater Temperature um/Maximum), °C
12/28'
--
1 Assumed Value
2 Summer Effluent Limit
3 Effluent TSS must be maintained below 10 mg/l; recommend clarifier design based
on 400 gpd/sf
Table 4.2
Process Parameters
Process Parameters
HRT — Total, Hours
15
HRT — Oxic, Hours
10
MLSS — Winter/Stunner (m /L)
4,000/2,600
F:M — Total, Lb. BOD/Da -Lb. MLVSS
0.13
SRT — Total, d
15
SRT — Aerobic, d
10
Maximum Waste Activated Slud e, lbs. TSS/d
51300
Actual Oxygen Requirement (AOR), lbs. O /h
550
Standard Oxygen Requirement (SOR), lbs. O /h
740
Installed Oxygen Capacity — Total
860 lbs. O /h
a, R, 9 1
10.90,0.95,,1.024
Cramerton WWTP Upgrade Design Report
1999043-OC
Page 10

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Table 4.3
Anaerobic Selector Dimensions and Equipment
Parameter
Number of Trains
1
Number of Stages per Train
3
Hydraulic Retention Time per Stage, Hr
0.6
Length/Stage, Ft
41
Width/Stage, Ft
33
Side Water Depth, Ft
12
Number of Submersible Mixers per Stage
1
Model
POP -I
HP/Mixer
4.9
Table 4.4
Primary Anoxic Zone Dimensions and Equipment
Parameter
Number of Trains
1
Number of Stages per Train
2
Hydraulic Retention Time per Stage, Hr
1.5
Length/Stage, Ft
62
Width/Stage, Ft
45
Side Water De th, Ft
12
Number of Submersible Mixers per Stage
1
Model
POP -I
HP/Mixer
6.5
Cramerton WWTP Upgrade Design Report
1999043-OC
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a
1
4.3
IVC o00 60.33
Table 4.5
Aeration Basin Dimensions and Equipment
Parameter
Number of Trains
2
Number of Oxic Stages per Train
I
Hydraulic Retention Time per Oxic Zone, Hr
10
Length/Oxic Stage, Ft
165
Width/Oxic Stage, Ft
60
Side Water Depth, Ft
12
Total Number of Internal Recycle Pumps
2
Model
AXP-I 500
HP
12.2
Total Number of Surface Aerators (Rotors)
6
Model
7.5 m Maxi
HP
50
Total Number of Submersible Mixers
2
Model
POP -I
HP
12.2
Total Number of Effluent 'theirs
2
Model
5.0 Meter
RAS PUMPING STATIONS AND WAS METERING MANHOLE
The design return activated sludge (RAS) rate is equal to 400 percent of the design
influent flow rate. The activated sludge is returned to the first anaerobic stage (AN)a) of
the oxidation ditch. A portion of the return sludge flow may be wasted to the aerobic
digester, which is controlled and metered automatically.
A common return sludge pump station for both of the clarifiers is equipped with four
submersible pumps. Each pump is equipped with a VFD to facilitate variation in the
return sludge rate. The nominal capacity of each pump is 4 MGD (2,780 gpm). The
turndown capability of each pump is approximately 50 percent.
Cramerton WWTP Upgrade Design Report
1999043-OC
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NC ao06a33
Pump Selection:
Submersible, Non -Clog Pump
Pump Capacity = 2,780 gpm @ 60 Hz
Motor Speed = Variable 35 - 60 Hz
HP = 25
TDH =15"
Number of Pumps = Four
4.4 FINAL CLARIFIERS
The existing center -feed final clarifiers will be utilized.
Diameter 90'-0"
SWD 12,-0.1
Actual Surface 315 gpd/sf
Settling Rate
@ Q Average
Two clarifiers will be operated for the 4.0-MGD BNR Process. The maximum
recommended overflow rate for BNR is 400 gpd/sf.
4.5 EFFLUENT STRUCTURE
4.5.1 Chlorine Contact/Dechlorination
Chlorination and dechlorination will be utilized for disinfection. Disinfection is
to be achieved through the application of a sodium hypochlorite (chlorine)
solution injected into the wastewater in an open contact chamber. Sodium
bisulfite will then be introduced into the chlorinated effluent to provide
dechlorination.
The contact tank is designed for a nominal contact time of approximately 30
minutes.
Cramerton WWTP Upgrade Design Report
1999043-OC
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The sodium hypochlorite (chlorination) system will be comprised of two 8,000-
gallon FRP or polyethylene storage tanks, transfer pipe and appurtenances,
metering pumps, recirculation pumps, safety equipment, and associated filling
station and transfer controls.
The sodium bisulfite (dechlorination) system will be comprised of one 5,000-
gallon FRP or polyethylene storage tank with transfer pipe and appurtenances, a
metering pump, a recirculation pump, safety equipment, and associated filling
station and transfer controls.
The sodium hypochlorite and sodium bisulfite will be stored in storage" tanks
which will be equipped with support structure, manway, ultrasonic level meters,
pressure relief, discharge, vent, recirculation, distribution and 'overflow
connections.
In the storage tanks, sodium hypochlorite (12.5% concentration) and sodium
bisulfite (30% concentration) are mixed with water to form a 5.25% solution and
up to 30% solution, respectively, that is metered/pumped to the respective
injection points.
The sodium hypochlorite and sodium bisulfite feed rates will be automatically
controlled proportional to the effluent flow rate and residual . -chlorine
concentration or by manual operation.
The chlorine residual analyzer will determine the residual chlorine by
amperometric measurement of total chlorine residual.
Sodium Hvvochlorite Distribution Systems:
Number of Units (One Standby) 1
Capacity of Units 267 lbs/day/ unit
Sodium Bisulfite Distribution Systems:
Number of Units (One Standby) 1
Capacity of Units 100 lbs/day/unit
Cramerton WWTP Upgrade Design Report
1999043-OC
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_ Chlorine Contact Tank:
Ntunber of Tanks 2
Number of Zones per Tank 10
Actual Volume =
2 (10 cells x 6'-0" W x 16' L x 6' SWD) = 11520 CF
Nominal Contact Time @ Q Average = 31 Minutes- '-
Overall Length: Width Ratio = 26.7
4.5.2 Post Aeration
The post aeration system will consist of two diffused aeration tanks consistin of
a fine bubble diffuser grid in each. The design parameters are as follows: g
Number of Tanks 2
r .
Minimum Influent DO 0 mg/1
Minimum Effluent DO @ 25 Degrees C 6.0 mg/1
Basin Dimensions 12' W x 20' L x 10'-6" H
Detention Time 12.2 Minutes @ 4.0 MGD
Number of Diffusers per Tank 12
Air Flow per Diffuser 6-SCFM/Diffuser
Blower Type Positive Displacement
Number of Blowers 2 (one standb
Y)
Blower Drive HP 10 HP
Cramerton WWTP Upgrade Design Report
1999043-OC
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M
NC 000 &d33
4.5.3 Effluent Metering/Effluent Pump Station
The final stages of the WWTP are effluent metering and a final effluent pump
station to be utilized during flood conditions. The effluent metering station is a
rectangular weir utilizing an ultrasonic level transmitter for water -level
measurement. The metered effluent is discharged into an effluent discharge tank.
Plant effluent will discharge to the receiving stream by gravity via a 36-inch DIP
line.
Under flood conditions, the 36-inch line will check off (by flapper check valve)
resulting in the effluent discharge pumps operated with automatic letank filling with plant effluent. Three effluent
vel controls will then pump the plant effluent
to the receiving stream. Effluent discharge pump sizing criteria is given below:
CHEMICAL STORAGE AND FEED FACILITIES
In addition to the disinfection chemical system (Sodium Hypochlorite and Sodium
Bisulfite), the Chemical Storage and Feed Facility includes alum, acetic acid storage
tanks, recirculation pumps, metering pumps, a polymer feed system, and a spill
containment/neutralization tank.
The alum will be utilized for trimming of the phosphorus in the BNR effluent. Caustic
soda and acetic acid will be utilized for pH adjustment. The acetic acid may also be
added to enrich the influent with volatile fatty acids (add soluble BOD) to enhance the
BNR process.
An 8,000-gallon caustic storage tank, an 8,000-gallon alum tank, and an 8,000-gallon
acetic storage tank will be added.
Recirculation pumps will be added for the alum and caustic.
Nominal tank dimensions for an 8,000-gallon-rated capacity shall be 10'-0" inside
diameter x 15'-0" side height x 16'-0' top center height, not including accessories or
insulation. The tank shall be vertical, cylindrical, with a flat bottom and hemiellipsoidal
domed top.
Cramerton WWTP Upgrade Design Report
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3 •
,YJC o0L-6a33
Materials of construction and structural characteristics of one of the 8,000-gallon tanks
shall be rated suitable for storage of aluminum sulfate (alum) having a specific gravity of
approximately 1.34 and a pH of approximately 3.5, at atmospheric pressure, with
content temperature ranging up to 170' F and the other 8,000-gallon tank shall be rated
suitable for storage of acetic acid at a concentration of 75% at a maximum temperature of
1800 F. .
Metering pumps will be positive -displacement, diaphragm -action type, and either
single -head or double -head units as indicated on the drawings. Pumps will be driven
by 1/4-to-1/2-horsepower,115-volt motors.
Pumps will be fitted with an SCR variable speed drive system. The SCR variable speed
drive system consists of a 1/4- or 1/2-HP-DC motor with a tachometer generator
mounted on the metering pump base on the specific pumps as listed. The SCR
controller converts 115V AC to DC and is housed in a NEMA 12 enclosure complete
with wall mounting brackets.
Remote start/stop stations, speed potentiometers and speed indication meters shall be
provided for those pumps requiring remote control.
For each pump, a back pressure valve, a pressure relief valve, a pulsation dampener,
and calibration chamber will be provided.
Metering pumps for alum and caustic will be mild chemical series pumps and pumps
for acids will be aggressive chemical series pumps.
Cramerton VVWTP Upgrade Design Report
1999043-OC
Page 17

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METERING PUMP SCHEDULE
Service
Application Point
Control
Caustic
Plant Influent
Flow Proportional to Plant Influent Flow
Acetic Acid
Plant Influent
Flow Proportional to Plant Influent Flow
Alum
A2/O Ditch Effluent
Trou h
Flow Proportional to Plant Influent Flow
Sodium
Hypochlorite
Chlorine Injection
Tank
Flow Proportional to Plant Influent Flow
Sodium
Bisulfite
Deddorination
Injection Tank
Flow Proportional to Plant Influent Flow
and/or Residual Chlorine Demand
4.7 AEROBIC DIGESTION
Waste Activated Sludge (WAS) is pumped to an existing open, in -ground, aerobic
digester. The digester volume is approximately 800,000-to-900,000 gallons. Two 75-HP
surface aerators are utilized for mixing and aeration. Sludge is land applied as a liquid
sludge by an independent contractor. ` An existing belt press is on site for sludge
thickening/dewatering. Existing sludge drying beds will also be maintained for
emergency sludge storage.
The plant upgrade will include a walkway structure to facilitate both automatic and
manual temperature measurement of the sludge.
5.0 CONSTRUCTION SEQUENCE PLAN
It is intended that the Cramerton WWTP shall maintain present NPDES permit
compliance during the proposed plant upgrade. To maintain compliance, a plan must be
developed and implemented as a guideline for the general contractor to follow
throughout the construction phases. This criterion is outlined in the following
Construction Sequence Plan.
Cramerton WWTP Upgrade Design Report
1999043-OC
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PHASE I
Phase I involves construction of the primary components of the upgraded treatment system.
Demolition of existing structures is limited to those units in the way of new structures to be
constructed in Phase I only.
Construction includes:
Decommission includes:
During Phase I, the following Process Scheme shall be utilized to maintain existing. NPDES
compliance:
PHASE II
The second phase involves construction of preliminary treatment units and the renovation of
the existing aeration basins. The majority of demolition/decommission of the existing
treatment units will occur during this phase of construction.
Construction includes:
Decommission includes:
During Phase II, the following Process Scheme shall be utilized to maintain existing NPDES
compliance:
Cramerton WWTP Upgrade Design Report
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G✓ OF c9•4MF1t-4d-
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PHASE III
The final phase includes construction of the remaining treatment process units. No major
decommissioning of existing treatment units should be required during Phase III.
Construction includes:
During Phase II% the following Process Scheme shall be utilized to maintain existing NPDES
compliance:
The proposed Construction Sequence Plan shall be used as a guideline for the Engineer and the
General Contractor to coordinate the construction of the upgrade/expansion while maintaining
NPDES permit compliance.
L: Preliminary Design Report.doc (99043)
Cramerton WWTP Upgrade Design Report
1999043-OC
Page 20

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 20, 2001
Jaime Scheidel
Town of Cramerton
Wastewater Department
155 North Main Street
Cramerton, NC 28032
Subject: NPDES Application Amendment
NPDES Permit No. NC0006033
Cramerton WWTP
Gaston County
Dear Mr. Scheidel:
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
I left a voice message earlier today regarding this package. In a nutshell, the US EPA has requested
additional DMR data be provided for municipal applications submitted over the past year, before they will
proceed with any permit review. In order to expedite their request, the Division has compiled this data from
our DMR Compliance database, based on your monthly DMR submittals. You will need to review this data,
sign off on the form, and return the entire package back to us. We will then submit it to EPA. Please call me
at 919-733-5083, ext 543 if you have any questions.
S' cerely
� tom
4'c"L
J=hiick
NPDES Unit
cc: NPDES Files
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
OD%E
Customer Service
1 800 623-7748

S Permit No.
No.
1
2
i St..
Black 1
Block
Block
NCOOO6033
Town of Cramerton
M. David Young. Town Mgr.
Mr. Young
155 North Main Street
Emmert.
North Carolina
28032
Eagle Road W WIP
659 Eagle Road
Cramer am
North Carolina
28032
659 We Road
Cramerton
Gaston
South Fmk Catawba River
WS-V
Catawba
W0836
Rcnewal
4.0 MGD
Moorcavllle
Tom Belnlck
543
Tom Belnlck
NPDES Unit
Nt Type
Kciating
:home Statue
lWcurtg
#1
4952
#2
2299
#3
Code#1
01
Code#2
02
Code#3
55
Code#4
Code #5
in Cede
Malar
03
Minor
08
Subminor
36
tulle
D
35
M
14
S
O6
gitude
-_ -
D
81
M
03
S
56
e Owndzhlp
MU
Ility Type
Major
n Tod Unit Code
05003
iS Quad Map No.
G14NE
Quad Map Name
Belmont
class M
logos Data: 8/ 15/01
'M: 10/1/01
1)listed (YM)
NO
o) listed (Y)N)
Suppon(S,ST,PS,NS)
n9e Ana (s4. m1.):
635.00
IU (cis):
125
10(da):
230
! (cfs):
g(do):
810.00
(%):
4.90
S Sta. No

Whole Effluent Toxicity Testing Self -Monitoring Summary July 16, 2001
FACILITY REQUIREMENT
YEAR JAN
FEB
MAR
APR
MAY
PUN
JUL
AUG
SEP
OCT
NOV
DEC
CP&LShearon HarHil0(16 Perm 48hr LC50 ac moral fthd
1997 —
>99
—
--
-99
._
—
-99
—
—
a99
—
NC0039586IN6 Begin:9)U1996 Frequenry:Q Feb May Aug Nov
NonComp:
1998 —
>99
—
--
>99
—
—
>99
—
—
>99
—
County Chatham Region: PRO Subbadn: CPFOT
1999 —
>99
_
_
-99
—
—
>99
_
_
agS
—
PF: 18.6 Sryei t
2000 —
>99
—
—
>99
——
IQIO:LAKE IWC(%)NA Under
2001 —
-99
—
—
-99
CP&LSuum J0U1 Prnn 24hr LC50 etc mrmit Md unab)
1992 H
'Su
>9g
>N
>99
-99
H
H
H
>99
>99
>99
NC000142VMI Begirulll/1995 Frcqurnry:M
NonComp:
1998 >S9
>se
>89
>99
>99
agg
H
>9g
>SS
>99
agg
H
County: New Hanover Region: MRO Subbasin: CPF17
HIM
>99
H
H
H
H
>99
>N
a99
>99
H
-99
PF: NA snood
3000 H
H
>99
>g9
>99
H
H
>99
>99
>99
-99
-99
JQIO:Tidal IWC(-A)NA Order:
2001 H
>g9
H
H
H
H
CP&L-Weatbempoonl001 Perm: 24 hr LC50 etc moist cpis Rol (grab)
1992 —
—
—
—
—
—
H
—
—
—
—
—
NC0005363/001 BeRnA/In000 Frcqurnry: 501VD/A
NonComp:
INS —_-
County Robeson Region: FRO Sulmo n: LUM51
IRS —
—
—
—
—
H
—
_
>gg
PF: NA Special
2000 _
_
_
_
_
H
_
7QI0: 916.0 IWC(%)NA Order:
2001 —
—
—
—
—
H
CR lodedudm Perm chf lam: 0.33%
tsar —
Fail
Pam
—
Pass
—
—
Pau
—
—
Pass
—
NC0004260,001 Began: 11111997 Frcyurnry: Q Feb May Aug Nov
+ NonComp:Smgk
IM —
Paw
—
—
Pass
—
_
Pass
_
_
Pass
_
County. Glutton Region: MRO Subbwin: M37
19" —
Fell
NPUTO
Pam
mile
Pass
—
NR
—
—
Pass
—
PF: 0.0144 Smial
2000 —
Pasa
—
—
Pass
—
--
Paw
—
—
Nwres
—
TQIO:6.T IWC(%)933 Omer:
2001 —
Pass
—
—
Pnss
Cinumertim Pennon Pile:4.r/.
Y —
Pont —
— Paw' — — Pa — —
Pale
NCOOU60A/001 Bcgim llll/199fi Fmqucncy: Q P/F + Mur Pun Sep Dec
NCO0060331001
INS L
NanCamp:Single 1998 Le1e Pew
Pasa —
-- Peu — -- Pew — —
Pew
Count'. Gaamn Region: MRO Subbasin: UB36
INS — —
N". —
— Paw — — Lem Pau —
Late
PF: 4.0 Soarial
2Wa Paw, —
Pars —
— Fall 120,20 >20 �P — —
Pass
9QIO: 125.0 IWC(%)A.] Oran:
allot — --
RRIPass —
�
-- (r 1 /
17 6 -�
Craven Co. Woad EnerU.001 PERM CHR LIM: 69%
1992 Lam
Fall
Posts)
Fell Fell
Pass
—
— Pass
— --
Pass
NCOO75281MI Began: 1/1/1995 Fsequmcy:Q P/F + Marlon Sep Oa
+ NonComp:Shgle
INS —
—
BP
— Pass
Pass
—
— Pa w
— —
Pass
County: Co. Region: WARO $ubbasure NEU08
1999 —
—
Pass
— —
>100
—
_ Pass
_ _
Paw
PF: 0.20 Serial
20W —
--
Paw
— —
Pass
--
-- Paw
-. —
Pass
TQ10: 0.14 IWC(%)m+89 Order:
2001 _
_
Pass
_ _
Croft Metals 0 1 Penn chr lam: Z%
Y 1997BI
u
5s
21 54
-100
09
te16 -59
>IN 35
BP.&S.55
NCO035530/061 Begin: 1/111995 Frequency: Q PN + Pan APrlul Oct
NonComp:Sindc
1998 Later
>ID0
—
Tt —
—
>100
— —
>100 —
—
County: Robeson Region: FRO Subbasim LUM53
19" 21
—
—
21 —
--
>100
— —
21 —
—
PF: 0.011 Sarni!
2000 35A
—
—
>100 —
—
>100
— —
>100
TQIO: 0.155 IWC(°: )25.0 Order:
2001 H
—
—
H —
Cwa Central PeoJ001 Pctm: 24 tit LC50 Re much epis Abd (grab)
rav
1997 —
-Iou
—
— —
.-
—
— _
_
NCOM65311WI Bagm:WI11995 Froqucary: A
NonComp:
1998 MOO
County Mecklenburg Region: MRO Subbasim C BM
1999—
—.
>100
PF: NA Stood!2W0
_
>100
_
7QI0: 0.0 IWC(%)d00 Order
2001 —
—
—
>100 —
Crowe Central Petroleum Pcmn: 24hr LC50 ac monk Mis filul (®ab)
1992 — —
— —
— _
_
_ _ _ _ H
NCN27227/001 Begin:911/1999 Finmmey:A NoaComp:
INS — —
— —
— —
—
— _ _ _ NM
County: Johnson Be,,.: RRO Sublaink NEU02
'No — H
— —
— H
—
— Pau
PF: VAR Spatial
2001 _ _
_ _
_ H
TQIO: 0.0 IWC(%):Iw ONr:
200t _ _
_ _
_ H
CSx Tnnrpormition Penn chr lime 90%
1992 H —
— H
— —
H
— — H - —
NCW01503101 Bem:411/1995 Frowermy: Q PIF + Ian Apr Jul Ocl NmCamp:SiPmle
INS H —
— H
— —
H
_ _ H
County E(gerombe Region: no Sublruim TAR03
I999 H —
— H
— —
H
— — H — —
PF: 0.1 smut
2000 H —
— H
— —
H
— — H — —
TQIO:BO IWCO/0100.0 Order:
2001 H —
— H
--
CTI OfNnmh Carl Pam 24hr LC'SO ac monit cyia Rod (grab)
19W — —
— —
NM82970/001 Begin:VIII 96 Frcqurnry:A NmComp:
1998 — —
— ——
Counry: New Hnmovcr Region: WIRO Subbssin: CPFIT
lose — —
— —
Lnk, _
_
_ _ _. _ NR
PR VAR therial
2000 _ _
_ >100
_
TQIO: TIDAL IWC(•G):NA On :
2001 — —
— —
>100
LEGEND:
PERM -Permit Recommem LET= Adminlsttmive Letter - Target Fmquarl- Monitoring frequency Q- Quarterly; M.Monthly; BM. Bamonthl,; SA. Scmiannually A. Annually OWD- Only when dischargs.,D- Disrominued monirodsg mquiremcnt
I w Dow erita' efs += al m nlio nlhl Be'n=FamtmOnNr GD) 1 CO. -I elvin mom o non van n incrtauC=Ar failure or NR Muntlu wnesmin mustoccur-ex. A rlul N n t t & c9 Q g ( ) 9 Y 8 Yupon g p. .Oct o Comp�Cunrn Compliance Rcquimmrn
Dam Notation:
BOw(MGD) * Ceriodmnwwm <my- Mtion P/F=PadFail ter AC=Acum CHR-Chratio
Damon,No:f-:---JmMinnow; leda-m,ci:N-Naphnia spy;my-Mysidshrimp;tivit-Chronic wlugP-N-Ne yofstud(.constucat highest concentration; nn;l- Performed mg;t-MbyDWQAablefr Unit; bt-it lest
Reppning Noution:---=Oale eat mquimA: NR-Nat«pancd Facility Activity Smtuaa-Inactive.N - Newly lssueJ(To comwcO;H - Active bar ont Jixhatging;l-Morc data anilablefor momhin question;•=ORC sigrmmrc needed
15

IWC Calculations
Town of Cramerton
NC0006033
Prepared By: Tom Belnick, NPDES Unit
Enter Design Flow (MGD): 4
Enter s7Q10(cfs): 125
Enter w7Q10 cfs): 230
Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (I
IWC (%)
Allowable Conc. (ug/1)
Fecal Limit
(If DF >331; Monitor)
(If DF <331; Limit)
Dilution Factor (DF)
INPDES Servor/Current Versions/IWC
Ammonia (NH3 as N)
(summer)
125 7010 (CFS) 125
4 DESIGN FLOW (MGD) 4
6.2 DESIGN FLOW (CFS) 6.2
17.0 STREAM STD (MG/L) 1.0
0 UPS BACKGROUND LEVEL 0.22
4.73 IWC (%)
360 Allowable Conc. (mg/1) OLjpt f
Ammonia (NIi3 as N)
(winter)
7Q10 (CFS) 230
200/100ml DESIGN FLOW (MGD) 4
DESIGN FLOW (CFS) 6.2
STREAM STD (MG/L) 1.8
21.16 UPS BACKGROUND LEVEL 0.22
IWC (%) 2.62
Allowable Conc. (mg/1) 60.4
7/17/01

1 ,
Thl*� S,p�edt�.s�feT o►�S rnv,n�►� a�t��P 1/AINe��af S�
fa
L h�Kol
A,(,104
Effluent Data- Summary Ai dAtij
Town of Cramerton
NCO006033
Tom Benick, 10/30/01
Date Flow MaxTRC AvgBOD AvgBOD AvgNH3 AvgTSS AvgTSS Fecal TN TP Phenols Phenols Sulfides Sulfides Tot.Cr Tot.Cr
Ullrl Drill RIA mnA mnA AM mnA viMml mnA mnA Wet 11nA 3t/rl iinA Oki unA
Sep-01
Sep-01
Jun-01
Jun-01
May-01
May-01
Apr-01
Apr-01
Mar-01
Mar-01
Feb-01
Feb-01
�a 1 Jan-01
Jan-01
Z0D Dec-0(
Dec-01
Nov-0(
Nov-0(
Oct-0(
Oct-0(
Propw4
L Io4►+..%
1.2
880
61.7
6.17
0.1
240
23.98
2
8.2
3.4
1.81
0.15
9.94
3.77
249.74
0.075
4.97
0.94
940
122.6
15.64
0.1
94.4
12.04
4
7.9
2.4
1.41
0.118
10.03
; 2.085
177.30
0.07
5.95
0.96
900
57
7.12
0.1
140.9
17.60
5
7.8
1.6
1.35
0.113
10.04
2.81
249.58
0.06
5.33
0.87
660
55.2
7.61
0.01
212.1
29.23
5
7.9
1.4
1.2
0.1
9.99
2.5
249.80
0.05
5.00
1.07
730
54.8
6.14
0.1
250.4
28.06
7
8
2
1.37
1_
130.8
17.05
0.114
9.98
3.99
349.21
i 0.057
4.99
0.92
810
25.3
3.30
0.1
6
22
2.3
'
1.37
0.11
9.63
2.86
250.31
j 0.06
5.25 _
0.89
850
37.1
5.00
0.1
199
26.81
10
7
1.1
1.32
i
0.11
9.99
2.75
249.80
i 0.06
5.45
0.87
750
17.2
2.37
0.1
155.4
21.42
4
6
2
i
1.08
I
0.09
9.99
2.25
249.80
0.054
6.00
0.96
940
46.8
5.85
1.74
243.5
30.41
11
i 6
1.1
1.23
1
1
0.102
9.94
5.74
559.55
0.051
1 4.97
1.03
980
49.5
5.76
0.22
251.3
29.25
6
5
0.9
0.33
0.028
10.17
0.69
250.71
0.047
17.08
,I I<
#/d= mg/l*MGD*8.34
io r(o.7
al
I � �
PIS h 4v
vW 30 � Z w2-4 7 10

DMR Review: Instream Data
Facility:
Cramerton
NC00
6033
Preparer:
Tom Belnick
Date:
10/3 /01
[nc,v I0(X X
Month
Up
DO
mg/I
Down
DO
mg/I
Up
Fecal
#/100ml
Down
Fecal
#/loom[
Up
Cond
umhos
Down
Cond
umhos
Jan-00
V.Y-I0•3
b' ll.$71Y
1 2 f 3
)'r
L7—%
Feb-00
-9
Z 1 Z,,
zO 7
/77
Mar-00
6.
7.1-8 1
Z
Z?
Z0,
Apr-oo
7.0' 1. 0
7.1-
110
Z.OZ
May-00
op•
ZO)
Jun-00
5.1-Z5
b• - •3
I
Jul-00
5• -67
7.2-7
359
�o
Aug-00
Sri •
b•- 7•
I0
1 Z S
3
jA
Sep-00
6.1-73
r)-7
712
opt-oo
6•y-7.0
6 2 7 Z
Z
3 2 s
Nov-00
6.6'8-b
-8 7
3
_MI
_0$
2-S
— - Dec-00
-
09
1
ZZ
Z f S
W S .
S.O
LA

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IJMc^n a S- x 12
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rfurrto&L I Ty . vjc- fin oC5 O&Oo o0o , N
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Sf? ogo4.4vvt'o:� Nr-6�-, rft-AvweKx9 1c4�t, f=C-VAMP
r
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tea% 741 ,.
00, I� r�

IML
10
AO1
Date:
Time:
❑ Return MrJ Mrs.
❑ Call to Address
❑ Call from
Telephone:
Subject: O W v,
III
TELEPHONE RECORD
Project: _
Representing:
FAX:
Z)�) Z)-37
�Jlfl/1°) ►^
NOTES/ S M ARY
of - ma
She
10�
G[4, o t4
_i fe
� i
R,
h
w
2, rM kfl keta
2-
ltf4
fK
rl
(w 6,
1.
r
%�ir/�,
61zW
fc ►yv>riClr
-7 s - -7 y99
A
9d y
9
nt
i o c w ui is
6�//1oti
�JJ
NEEDED
1.
FOLLOW-UP ACTION(S)
BY WHOM/WHEN
1.
2.
2.
3.
3.
4.
4.
5.
5.
cc:
Signed

Re: town of cramerton
Subject: Re: town of cramerton l
'Date: Wed, 27 Oct 1999 09:53:07 -0400
From: Tom Poe <[e-mail]>
To: Tom Belnick <[e-mail]>
Yes, I had heard this was coming. They were informed they would need a
pretreatment program , I strongly encourage them to get/hire a knowledgeable
consultant ( I have a list of towns that can provide references for hiring a
consultant. There are only 4 about consultants in the state that know and
do pretreatment.
Tell the town's ORC to call me asap
Tom Belnick wrote:
> FYI- Not sure what you know of this,but... Town of Cramerton, which has
> a 0.25 MGD WWTP, has purchased the former industrial Collins and Aikman
> 4 MGD WWTP (NC0006033, Gaston County) and will now operate it as a
> municipal POTW. it sounds like Collins and Aikman have moved out, but a
> replacement industry has moved in (Mastercraft), which like Collins and
> Aikman manufactures textiles, and which will now discharge to the POTW.
> There is an interim Town Manager (the sheriff) who is trying to tackle
> all of this. Have you been contacted about establishment of a
> pretreatment program, etc? Dave thought we might need to invite these
> folks in and help them along. They are probably slated for nutrient
> limits down the road.
> Mailto:[e-mail]
> N.0 DFNR-DWQINPDES Unit
> 1617 Mail Service Center, Raleigh NC 27699-1617
> Work: [phone] ext. 543
> Fax: [phone]
1 of 1 10/27/99 12:08 PM

Re: town of cramerton
Subject: Re: town of cramerton
Date: Wed, 27 Oct 1999 09:55:34 -0400
From: Tom Poe <[e-mail]>
To: Tom Belnick <[e-mail]>
ALSO, can you have a copy of the new/current NPDES Permit sent down to me?
I assume it got the generic PART III boiler plate that says prior to
accepting industrial waste from a SIU they must do all the pretreatment
requirements.
THANKS
Tom Belnick wrote:
> FYI- Not sure what you know of this,but... Town of Cramerton, which has
> a 0.25 MGD WWTP, has purchased the former industrial Collins and Aikman
> 4 MGD WWTP (NC0006033, Gaston County) and will now operate it as a
> municipal POTW. It sounds like Collins and Aikman have moved out, but a
> replacement industry has moved in (Mastercraft), which like Collins and
> Aikman manufactures textiles, and which will now discharge to the POTW.
> There is an interim Town Manager (the sheriff) who is trying to tackle
> all of this. Have you been contacted about establishment of a
> pretreatment program, etc? Dave thought we might need to invite these
> folks in and help them along. They are probably slated for nutrient
> limits down the road.
> Mailto:[e-mail]
> N.0 DENR-DWQ/NPDES Unit
> 1617 Mail Service Center, Raleigh NC 27699-1617
> Work: [phone] ext. 543
> Fax: [phone]
1 of 1 10/27/99 12:05 PM

1i1 TELEPHONE RECORD
Date: 1 /28/98
Time: 0945
® Return Mr./ Mrs. Chris Sleeper Representing: Burlington Industries
® Call to Address Ecosystems, Inc. Cramerton, NC
❑ Call from 1108 Old Thomasville Road Unaczlj
High Point, NC 27260
Project: Same
Telephone: [phone]
FAX: - -
Subject: Questions re NPDES permitting for possible new WWTP
NOTES/ SUMMARY
Burlington Industries presently discharges about 1 MGD (mostly process water), into a 4 MGD WWTP (mostly domestic
wastewater) in Cramerton area. The existing WWTP is about 30 years old, and planning for replacement or upgrade is
getting underway. Burlington is interested in building its own treatment facility and discharging separately. Mr. Sleeper
is consultant exploring the company's options and called to get info about permit process and related requirements for
a new facility.
I described the basic steps for an EAA, permit, and ATC (no SEPA required) for a new facility and discharge. Explained
he would need to make a compelling argument to persuade DWQ to allow a new discharge. Suggested that Burlington
and the WWTP owner need to be talking, since both are in planning mode; that separate treatment of process and
domestic flows may offer advantages we could consider. Also suggested he contact the RO, since they are more
familiar with the facilities, receiving stream, history, etc.
NEEDED FOLLOW-UP ACTION(S) BY WHOM/WHEN
1. Send copy of: EAA guidance, permit app 1. MET
2. Contact.MSO/WQ to discuss options 2. C Sleeper y—
Signed
Mike Templeton
NPDES Unit, DWQ, Raleigh
cc: WQ Supervisor, Mooresville Regional Office
Dave Goodrich

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
ITF"Al -- 11911�
• 0 ow ►1 PiIS
NCDENR
March 29, 2000
Mr. Craig Choquet, WWT Director
Town of Cramerton
Water Pollution Control Dept.
155 North Main Street
Cramer -ton, North Carolina 28032
Subject:NPDES Minor Modification
Permit No. NC0006033
Collins&Aikman/Cramerton
Gaston County
Dear Mr. Choquet:
The subject individual NPDES permit issued on September 19, 1996 has been
modified as per your request Please find attached the modified sections of this
permit, and replace the old pages with the modified pages. This permit
modification is 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 (and as
subsequently amended).
The following permit modifications are authorized by this letter:
• Change in facility ownership, from Collins and Aikman
Products to Town of Cramerton.
• Change in the fecal coliform Daily Maximum limit of 400
organisms/ 100 nil, to a Weekly Average of 400 organisms/ 100
nil.
Additional permit modifications will be completed as the permit is drafted for
renewal, which is currently scheduled for September 30, 2001.
If any parts, measurement frequencies or sampling requirements contained in
this permit modification 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 a demand is made, this permit shall
be final and binding.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycledr 10 % post -consumer paper

Please take notice that this permit is not transferable. Part II, EA addresses
the requirements to be followed in case of change in ownership or control of
this discharge.
This permit does not affect the legal requirements to obtain other permits
which may be required by the Division of Water Quality or permits required by
the Division of Land Resources, Coastal Area Management Act, or any other
Federal or Local governmental permits may be required.
If you have any questions or need additional information, please contact Mr.
Tom Belnick, telephone number [phone], extension 543.
Sincerely,
Original Signed By
David A Goodrich
Kerr T. Stevens
cc: NPDES file
Mooresville Regional Office, Water Quality
Point Source Compliance/Enforcement Unit

Permit NC0006033
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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, the
Town of Cramerton
is hereby authorized to discharge wastewater from a facility located at the
Cramerton WWTP
(a.k.a. Collins & Aikman / Cramerton Auto)
NCSR 2565
Cramerton
Gaston County
to receiving waters designated as the South Fork Catawba River in the Catawba River
Basinin accordance with effluent limitations, monitoring requirements and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective March 29, 2000.
This permit and authorization to discharge shall expire at midnight on September 30, 2001.
Signed this day March 29, 2000.
original Signed BY
David A. Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0006033
SUPPLEMENT TO PERMIT COVER SHEET
The Town of Cramerton is hereby authorized to:
1. Continue to operate an existing 4.0 MGD extended aeration wastewater treatment
facility which includes the following components:
➢ Influent bar screen
➢ pH control
➢ Flow equalization basin with mechanical aeration
➢ Aeration basin with mechanical aeration
➢ Dual secondary clarifiers
➢ Sludge recirculation pump station
➢ Gaseous chlorination with contact chamber
➢ Aerobic digesters
➢ Sludge drying beds
➢ Sludge belt press
➢ Ultrasonic flow meter
This facility is located at the former Collins & Aikman/Cramerton Auto Products
WWTP at NCSR 2565 (599 Eagle Road), Cramerton, in Gaston County
2. Discharge from said treatment works at the location specified on the attached map
into the South Fork Catawba River, classified WS-V waters in the Catawba River
Basin.

• Permit NC0006033
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored
by the Permittee as specified below:
V
t
l:
manftt
Averago
VORM4-�o
(�-
r
Flow
4.0 MGD
Continuous
Recording
E or I
BOD, 5-day, 209C
334.4 lb/day
668.8 lb/day
Daily
Composite
E
Total Suspended Solids
1,302 lb/day
2,604 lb/day
Daily
Composite
E
COD
5,189 lb/day
10,378lb/da
Weekly
Composite
E
Sulfides
13.6 lb/day
27.3 lb/day
Monthly
Grab
E
Total Chromium
6.8 lb/day
13.6 lb/day
Monthly
Composite
E
Phenols
0.7 lb/day
21.0 ugA
Monthly
Grab
E
NH3 as N
Monthly
Composite
E
Total Residual Chlorine
Daily
Grab
E
Fecal Colitorm
eometric mean
2001100 ml
400/100 ml
Daily+
Grab
E, U+, D+
Tem erature2
Dai +
Grab
E, U+, D+
Dissolved Oxygen
3/week+
Grab
U+, D+
Conductivity
3/week+
Grab
U+, D+
PH3
Daily
Grab
E
Total Nitrogen4
NO2 + NO3 + TKN
Monthly
Composite
E
Total Phos horus4
Monthly
Composite
E
Chronic Toxici s
Quarterly
Composite
E
Footnotes:
1. Sample Locations: E- Effluent. I- Influent, U- Upstream at Cramerton Bridge, D- Downstream at Upper
Armstrong Bridge, + = Stream samples shall be grab samples, and instream sampling (U,D) shall be
conducted 3/Week during the months of June, July, August, and September, and 1 /Week during the
remaining months of the year.
2. 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.
3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
4. See Part III, Condition F.
5. Chronic Toxicity (Ceriodaphnko P/F at 4.7%; March, June, Sept. and December; See Part III, Condition E.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

jv.(inv'�
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
1"�
O.A4
)A
[DEHNR
May 8, 1997
Mr. Chess Maxwell
Collins & Aikman Products Co.
d/b/a Cramerton Automotive Products L.P.
P.O. Box 279
Cramerton, North Carolina 28032
Dear Mr. Maxwell:
Subject: Permit Modification -Name and
Ownership Change
Collins & Aikman Products Co.
NC0006033
(formerly Cramerton Automotive Products)
Gaston County
In accordance with your request received April 28, 1997, the Division is forwarding the
subject permit. The only change in this permit regards name and ownership. All other terms and
conditions in the original permit remain unchanged and in full effect. This permit modification is
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.
This permit does not affect the legal requirement to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land Resources,
Coastal Area Mangement Act, or any other Federal or Local government permit that may be
required.
If you have any questions concerning this permit, please contact Ms. Jennifer Wolfe at
telephone number [phone], extension 538.
Sincerely,
Original Signed By
Darid A Goodrich
A. Preston Howard, Jr., P.E.
cc: Central Files
Mooresville Regional Office, Water Quality Section
Permits and Engineering Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Permit No. NC0006033
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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,
Collins & Aikman Products Co. d/b/a Cramerton Automotive Products
is hereby authorized to discharge wastewater from a facility located at
599 Eagle Road
Cramerton
Gaston County
to receiving waters designated as South Fork Catawba River in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
II, III, and IV hereof.
The permit shall become effective May 8, 1997
This permit and the authorization to discharge shall expire at midnight on September 30, 2001
Signed this day May 8, 1997
Otional Signed BY
perid A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of -Water Quality
By Authority of the Environmental Management Commission

Permit No. NC0006033
SUPPLEMENT TO PERMIT COVER SHEET
Collins & Aikman Products Co. d/b/a Cramerton Automotive Products
is hereby authorized to:
1. Continue to operate a 4.0 MGD wastewater treatment plant consisting of an influent bar screen,
pH control, flow equalization basin with mechanical aeration, aeration basin with mechanical
aeration, dual secondary clarifers, sludge recirculation pump station, gaseous chlorination with
contact chamber, aerobic digestors, sludge drying beds, a sludge belt press, and ultrasonic
flow measuring device located at 599 Eagle Road, (NCSR 2565), Cramerton , Gaston County
( See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into South
Fork Catawba River which is classified Class WS-V waters in the Catawba River Basin.

495
492 5' 6 Mt TO U.S. 321 II !'A (MOUNT HOLL``Y)
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posal
L
- � 1 � >�0 ' �<•-� r/��' f Imo^ \\���R \ \\ �` /�i/ � , „��r�1
• • • ' - % /i per Arm_ rya
• T .: •� ; %���� • - /�;� ^ ✓� �• •�� r��_ !_�, f \ •'... / Jam•- \
650,
mac. `T C•�•
ope
IN
C !'�_ �_W
ROAD CLASSIFICATION '
PRIMARY HIGHWAY LIGHT -DUTY ROAD, HARD OR
HARD SURFACE IMPROVED SURFACE
SECONDARY HIGHWAY HARD SURFACE UNIMPROVED
L� -- —
Latitude 35014'01" Longitude 81 °03'52"
Map # G14NE Sub -basin 030836
Stream Class W S-V
Discharge Class 55 01 02
Receiving Stream South Fork Catawba River
Design Q 4.0 MGD Permit expires 9/30/01
CONTOUR INTERVAL 10 FEET
QUAD LOCATION
Collins & Aikman ProductsCo.
NC0006033
Gaston County

09/29/99 WED 09:21 RkI 824 3667
Utilities
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.`
ii'::1ia 7CTs s�.•
ajn72$j pp ggd.F
'refi qq dq ��
SY.r�,?ab.LiklK
a{h,.
�t:frY.
ToAn of Cnmerion
W)X T Dnisiou
155 Not9r Main Street
Cm iuluj4NC, 28032
To: NC Mr,Charles Weaver, NC Div. of Fax: [phone]
Environmental Management, Water
Quality Section Permits and
F,ngineering unit.
From: Town of Cranterton Date: 09/29/99
Pw Acquisition of the Collins & Aikman Pagas: 2 (including covcrshcet)
WWTP
CC: Cramerion WWTDiv. File
11 ForReYaw ' x Pimse°Commerk ° x Please F&ply ❑ Please Recycle
myour reques: I am giving notilication that ft Tom of Cramedon has indeed punImed and has assumed
$M�
T1 �fn
billyforthe con inuai operations ofthe Co@'ms &A'kman NWFP on EaglerrtiH Road,- I have enclosed a
�a tefterto you that is dated ona previous targett ansadion date, this IeftervA give you any hWnation and
contacts thatyou may requi a information from to transfer the permit inlo"Towns name. t have not everbeen
Involved in such a ttansaciwh such as this and am not sure what is fequired. As soon as the Interim Tom
Managercomes In I vAli ask him dindeed a packet containing adeed oftransfer has been sent to your
dapmftrw , If I can get a copy I wlf fax itto youraaentionASAP. If you require any additional infamalion please
Call or fax me at 704-81436U7
E3a affachman >Tfeardrs Craig Choquat
.......................

09/29/99 WED 09:22 FAX [phone]
r
August 31, 1999
NC Division of Environmental Management
Water Quality Section
Permits and Engineering Unit
PO Box 29535
Raleigh, NC 27626-0535
Subject: Cramerton ,Automotive Products
Transfer of Ownership
Gentlemen:
Utilities @ 002
Collins & Ailaman Products Company is hereby notifying the Division of the transfer of
ownership of the Cramerton Automotive Products wastewater treatment facilities to the
Town of Cramerton. The contract of sale for the treatment facilities was signed and
effective on August 31,1999. As a result, Collins & Ai anan would like to ensure that the
following permits are transferred to the Town of Cramerton:
o NPDES Permit No. NC0006033
• Land Application Permit No. WQ0002618
• Sewer Extension Permit No. WQ0000540
If you have any questions, please feel free to contact Patrick McCabe at [phone] or
Mr. David Young of the Town of Cramerton at [phone].
Regards,
Collins & Ailcman Products Co.
Ronald T. Lindsay
Vice President and General Counsel
Q.NMCCABE%CramrtcnlCRApmnmf@r.%vo

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
August 24, 1999
Mr. Charles L.K. Robinson
Town Manager
155 North Main Street
Cramerton, North Carolina 28032
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCE5
Subject: NPDES Permit NC0006033
Collins & Aikman/Cramerton Auto
Modification request
Gaston County
Dear Mr. Robinson:
On July 21, 1999, the Division received your request to transfer ownership of the subject
permit from Collins & Aikman to the Town of Cramerton. The request did not include any
documentation (such as a deed or sales agreement) showing the date on which your firm took control
of the subject facility. I called your office on July 28, 1999, and left a message about this
documentation, but I have not yet heard from anyone in your office.
Due to the fluid nature of facility ownership changes, Division policy requires written
documentation that the new owner has taken possession of the permitted facility. In the past,
ownership modifications were erroneously issued due to delayed transfers of ownership, corporate
restructuring, abandoned purchases, etc. For compliance purposes, it is best to have an exact date on
record to document when you took control of the Cramerton Automotive Products site.
I apologize for the delay in responding to your request. The NPDES Unit currently has five
vacant positions. This staff shortage is delaying all of our work. Please submit the deed (or other
comparable documentation) and I will complete the name and ownership change modification.
If you have any questions about this matter, or about the NPDES permitting process, contact
me at [phone], extension 511.
Sincerely,
Charles H. Weaver, Jr.
NPDES Unit
cc: NPDES File
1617 Mail Service Center, Raleigh, North Carolina 27699.1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer [e-mail]

C TOWN OF
�rON
est. 1921
April28, 1999
North Carolina Division of Environmental Management
Water Quality Section
Permits and Engineering Unit
P.O. Box 29535
Raleigh, NC 27626-0535
RE: NPDES Permit Number NC 0006033, Collins & Aikman/Cramerton Automotive
Products
Dear Sir or Madam:
This letter is to inform you that the Town of Cramerton has entered into a sales
agreement with Collins & Aikman to purchase the wastewater treatment plant at their
Cramerton Automotive Products location. The Town is in the process of completing its
inspections of the facility. Once this process is complete and the Town is satisfied with
the final sales agreement we will close on the facility. We hope to complete the closing
by June 25, 1999.
It is the Town's intent to continue the uninterrupted operation of this plant once
ownership is transferred. Should you have any question or need any additional
information, contact Mr. Craig Choquet or myself at [phone].
Sincerely,
Charles L. K. Robinson
Town Manager
155 North Main Street Cramerton, NC 28032 704/824-4337

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
[DFEE HNF1
WATER QUALITY SECTION
PERMIT NAME/OWNERSHIP CHANCE FORM
I s :u •:INEINA
Permit Number: I N I G ld 10 6 1 0 3 I3
1. Permit holder's name: Collins & Aikman/Cramerton Automotive Products
2. Permit's signing official's name and title: Mr. Chess
Maxwell
(person legally responsible for permit)
Po
location Mara
(Tide)
3. Mailing address: P.O. Box 279 City: Cramerton
State- North farnlina Zip Code: 28032 Phone:( Inn ��_gsi41
II. NEW OWNER/NAME, INFORMATION
1. This request for a name change is a result of:
Xa. Change in ownership of property/company
_b. Name change only
_c. Other (please
2. New owners name (name to be put on permit): i oU� of �Lnw EtiTo�
�b
� 3. New owner's or signing official's name and tide: Cz,-i« � C Woc1u c
(Person legally responsible for permit)
o (Tide)
4. Mailing address: JJVL71+N1e� ST%EE7. City: CAA. V).To�j
State: t-jL Zip Code. 2-9'o3Z Phone: (-70`(1 82�( 3(aL7

TIES APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
ENVIRONMENTAL MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS
LISTED BELOW ARE INCLUDED WITH THE SUBMITTAL.
1. This completed application
2. Processing fee of $100.00 (Checks to be made payable to DEBNR)
3. If an ownership change, legal documentation of the transfer of ownership (such as a contract, deed,
articles of incorporation)
CERTIFICATIONTHE-C
PERMIT HOLDER THE NEW APPLICANT IN THE CASET BE COMPLETED AND SIGNED BY CHANGE
O ENT
OWNERSHIP. FOR NAME CHANGE ONLY, COMPLETE AND SIGN THE
APPLICANT'S CERTIFICATION.
Current Permittee's Certification:
I rhpqq M YW Pl t , attest that this application for namelownership change has been
reviewed and is accurate and complete to the best of my knowledge. I understand that if all required Parts
of this application are not completed and that if all required supporting information and attachments are not
included, this anDlication package will be returned as incomplete. g
Signature- �/Y" '�cIL�C _ Date- `6/ 2 / 7
Applicant's Certification:
I evucs 1 �1 oQ �su.� attest that this application for a name/ownership change has been
reviewed and is accurate and complete to the best of my knowledge. I understand that if all required Parts
of this application are not completed and that if all required supporting information and attachments are not
included, cation p e will be returned as incomplete. q /!
Signauire�A, Date'
THE ANDCOMpjEIjD MATERIALS, SHOUCATION PACKAGE, INCLUDING ALL LD BE SENT TO THE FOLLOWING ADDRESS: INFORMATION
North Carolina Division of Environmental Management
Water Quality Section
Permits and Engineering Unit
P.O. Box 29535
Raleigh, North Carolina 27626-0535
Telephone: [phone]
Fax: [phone]

NPDES FACILITY AND PERMIT DATA 10/05/99 15:18:43
UPDATE OPTION TRXID 5NU KEY NC0006033
PERSONAL DATA FACILITY APPLYING FOR PERMIT REGION
FACILITY I7AME> COLLINS AND AIKMAN PRODUCTS CO COUNTY> GASTON 03
ADDRESS: MAILING (REQUIRED) LOCATION (REQUIRED)
"STREET: P.O. BOX 279 STREET: 599 EAGLE ROAD
CITY: CRAMERTON ST NC ZIP 28032 CITY: CRAMERTON ST NC ZIP 28032
TELEPHONE [phone] DATE FEE PAID: 03/27/96 AMOUNT: 300.00
STATE CONTACT> NIZICH PERSON IN CHARGE CHESS MAXWELL
1=PROPOSED,2=EXIST,3=CLOSED 2 1=MAJOR,2=MINOR 1 1=MUN,2=NON-MUN 2
LAT: 3514010 LONG: 08103520 N=NEW,M=MODIFICATION,R=REISSUE> R
DATE APP RCVD 03/28/96 WASTELOAD REQS 04/02/96
DATE STAFF REP REQS 04/02/96 WASTELOAD RCVD 06/08/96
DATE STAFF REP RCVD 05/17/96 SCH TO ISSUE 08/17/96
DATE TO P NOTICE 07/03/96 DATE DRAFT PREPARED 06/12/96
DATE OT AG COM REQS / / DATE DENIED
DATE OT AG COM RCVD 08/02/96 DATE RETURNED
DATE TO EPA / / DATE ISSUED 09/19/96 ASSIGN/CHANGE PERMIT
DATE FROM EPA / / EXPIRATION DATE 09/30/01
FEE CODE ( 2 ) 1=(>10MGD),2=(>lMGD),3=(>O.lMGD),4=(<0.1MGD),5=SF,6=(GP25,64,79),
7=(GP49,73)8=(GP76)9=(GP13,34,30,52)0=(NOFEE) DIS/C 55 01 02 CONBILL ( }
COMMENTS: N/O/C FORMERLY CRAMERTON AUTOMOTIVE PRODUCTS EFFECTS/9/97
MESSAGE: *** ENTER DATA FOR UPDATE ***

09/28/99 TUE 14:54 FAA 824 3667 Utilities 11001
Town of Cmmenon
ww1r Division
• 155 :forth Main Strccl
' t.�a Ma% NC, 28032
To: NC Mr -Ovules Weaver, NC Div. of Fax: [phone]
Enviromnantal Management, Water
Quality Section Permits and
Engineering unit.
From: Town of Cramalon pate: 10/06M
Re: Acquisition of the Collins & Aikman Pages: 17 (including covershect)
WWI? (follow-up response to 9/29/99
fax letter.
Cramerton WWT Div. File
0 0
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d Wgut Q FoTPOVbN x Pke Coil nu tit X Pbm Re* ❑ Pbm Recycle
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I havelust rewh ed tlt8 aftaCh d dOc nVft ftm Om 11toil Town A4airtage m1d TownAttatnsyye wft
ahem a I hopthlsw ten d=mmnWon is d tat is re3dedforyardepadrne ttto tran*romwg* oftt
dscharge perm. Please rail me If you mWre any adManat htrmatlon so that ibis muter em be oompMed
as soar► as possible.
Thank you.
il+•"J. �.'i i ��• � iX.f �� • .l�l "��• yl' � r�wk1 �� {r � � �i�� !"d.•
'ilS L .f

09/28/99 TUE 14:55 F.41 824 3667 Utilities 1@ 002
BILL OF SALE
KNOW ALL PERSONS BY THESE PRESENTS, that Cramerton Automotive
Products, Inc., a corporation organized under the laws of the State of Delaware ("Seller") for
good and valuable consideration paid to it by the Town of Cramerton, a North Carolina
municipal corporation ('Buyer"), the receipt and sufficiency of which are hereby acknowledged,
does hereby sell, transfer and deliver to Buyer, free and clear of any liens and encumbrances, the
personal property owned by Seller which, on the execution date of this Bill of Sale, is located on
the premises of (a) the water treatment plant at 12th Street, Cramertoa, North Carolina, (b) the
wastewater treatment facility at 651 Eagle Road, Cramerton, North Carolina, and (c) the Water
Intake at 11 th Street, Cramerton, North Carolina in "AS 1S, WHERE IS" condition, with all
faults and defects, known or unknown,
IN WITNESS WHEREOF, Seller has executed this Bill of Sale as of the 2:��ay of
September 1999.
CRAMERTON AUTOMOTIVE PRODUCTS, INC.
By:��!
Title:
Mo No, 30WQ4

09/28/99 TUE 14:56 F.4I 824 3667 Utilities
Q003
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
KerrT. Stevens, Director
August 24, 1999
Mr. Charles L.K. Robinson
Town Manager
155 North Main Street
Cramerton, North Carolina 28032
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: NPDES Permit NC0006033
Collins & Aikman/Cramerton Auto._-
_ _.. _ ...
Modification request
Gaston County
Dear W. Robinson:
On July 21, 1999, the Division received your request to transfer ownership of the subject
permit from Collins & Aikman to the Town of Cramerton. The request did not include any
documentation (such as a deed or sales agreement) showing the date on which your firm took control
of the subject facility. I called your office on July 28, 1999, and left a message about this
documentation, but I have not yet heard from anyone in your office.
Due to the fitud nature of facility ownership changes, Division policy requires written
documentation that the new owner has taken possession of the permitted facility. In the past,
ownership modifications were erroneously issued due to delayed transfers of ownership, corporate
restructuring, abandoned purchases, etc. For compliance purposes, it is hest to have an exact date on
record to document when you took control of the Cramerton Automotive Products site.
I apologize for the delay in responding to your request. The NPDES Unit currently has five
vacant positions. This staff shortage is delaying all of our work. Please submit the deed (or other
comparable documentation) and I will complete the name and ownership change modification.
If you have any questions about this matter, or about the NPDES permitting process, contact
meat [phone], extension 511.
Sincerely.
Charles H. Weaver, Jr.
NPDES Unit
cc: NPDES File
1617 Mail Service center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Allirmative Action Employer chades.weaveAncmail,nei

09/28/99 TUE 14:56 FAX [phone] Utilities 9 004
STATE OF NORTH CAROLINA
COUNTY OF GASTON
TFIZNMATION OF WASTEWATER TREATMENT AGREEMENT
THIS CATION OF WASTEWATER TREATMENT AGREEMENT is made and
entered into as of the day of September 1999 by and between the TOWN OF CRANfERTON, a
North Carolina municipal corporation (the "Town") and CRA MTON AUTOMOTIVE PRODUCTS,
INC., a Delaware corporation ("Cramerton Automotive") having a manufacturing facility in Cramerton,
North Carolina, known as Cramerton Automotive Products (the "Plant").
SAS, Cramerton Automotive has and/or its predecessors -in -interest have heretofore
operated a wastewater treatment facility at the Plant, and the Town, by prior agreement, has discharged
a portion of its wastewater flow to such wastewater treatment facility at the Plant (the "agreement"); and
WHEREAS, the parties hereto mutually desire to terminate the agreement as provided herein.
NOW, THEREFORE, in consideration of the premises herein and for other good and valuable
consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows:
1. Termination of Agreement. The undersigned hereby agree that the agreement shall be
canceled and ternunated as of the date hereof (the "effective date") after the Town takes title to the
wastewater treatment facility on said same effective date. From and after the effective date; neither
Cramerton Automotive nor any of its affiliates, predecessors- or successors -in -interest shall have any
obligation of any kind or nature to provide wastewater treatment services to the Town. Nothing herein
shall be construed as canceling or affecting in any way the respective obligations of the parties under the
agreement relating to all periods preceding the effective date.
2. Binding Effect. This Termination of Wastewater Agreement shall inure to the benefit of
and be binding on the parties hereto, their successors and assigns.
IN WITNESS WHEREOF, the parties hereto have set their hand, the day and year first above
written.
CRAMERTON UT 1Vi0 ODUCTS, WC.
By.
Title:
TOWN OF C T N
By:
Title: 0�yow—
(MI99TW=I0adQndWnStMnW.Cq)

/28/99 TUE 14:57 FAX [phone] Utilities ID 005
ExoiseTax -�000. 00
r r.
PAGE
Ft1"ED 9,1,?-?
Recording Time, Book and
No. Part of 16-002-076 It.. 00, - Of. `r.Olr Paroe Identifier No.
by County on the day of
recording to A. Grant Whim , Jr., Parker, Poe Adams & Bernstein, L.L.P. 2500 Charlotte Plaza
was prepared by Robinson, Bradshaw & Hinson, P.A. — Gibson L. Smith, Jr.
for the Index 21 Acre Water Site, 27 Acre Waste Water Site,
1 Acre Ptunp Site
NORTH CAROLINA SPECIAL WARRANTY DEED
made this 01t- & day of September , 19 99 , by and between
GRANTOR
,n Automotive Products, Inc., a Delaware Corporation,
r by Merger to Cramerton Automotive Products L.P., a
Limited Partnership (copy of Certificate of Merger
hereto as Exhibit X)
Drive
NC
GRANTEE
Town of Cramerton
155 North Main Street
Cramcrton,NorthCarolina 28032
Attention: Town Manager
19,
I
in appropriate block fur each party: name, address, and, If appropriate, character of entity, c.g„ corporation or partnership.
designation Grantor and Grantee as used herein shall include said parties, their teirs, successors, and assigns, and shall include
ular, plural, masculine, feminine or neuter as required by context.
VESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all those certain lot or parcel of land
ated in the Town of Cramerton, Gaston County, North Carolina and more particularly described in Exhibit A attached hereto and
le a part hereof by reference together with the pipe easements described in Exhibit A attached hereto and made a part hereof and
pipes located within those pipe easements.
vided, however, Grantor hereby excepts from the conveyance of the 27.5619 acre tract described on Exhibit A attached hereto
1 commonly known as the wastewater treatment facility and reserves for the benefit of the 72,1568 acre tract of land located
scent thereto and described on Exhibit C attached hereto (the "Lord Plant Site") the railroad spur track easement more
Ncularly described on Exhibit B attached hereto and incorporated herein by reference and easements for those certain utilities
lie particularly described on Exhibit 5-1 attached hereto and incorporated herein by reference. The aforesaid reserved easements
1"12
?;eacnmber title to t]te 27.5619 acre tract and shall run with title to the 72.1568 acre tract and shall inure to the benefit of
t. ats successors and assigns and subsequent owners) from time to time of rho 72.155a acre tract and shall be bin ing upon
w:its successors and assigns and the subsequent owners) from time to time of the 27.5619 acre tract of land.

09/28/99 TUE 14:58 FAX [phone] Utilities lao0s
EXHIBIT A
TO'
NORTH CAROLINA SPECIAL WARRANTY DEED
FROM
CRAMERTON AUTOMOTIVE PRODUCTS, INC.
TO
TOWN OF CRAMERTON
TRACT 1: (the "Wastewater Treatment Site")
LYING AND BEING in the Town of Cramerton, Gaston County, North Carolina and more particularly
described as follows:
BEGINNING at an existing iron pin located N. 74.14-22 W. 572.34 feet from an existing concrete monument
at the intersection of the southerly margin of the right-of-way of Eagle Mill Road (S.R. 2565) with the
southwesterly margin of the right-of-way of Eastwood Drive (S.R. 3211); and running thence from the
POINT OF BEGINNING with the southerly margin of the right-of-way of Eagle Mill Road (S.R. 2565) S.
72-30-23 E. 99.87 feet to an existing iron pin; thence S. 35.53-15 W. 210.00 feet to a point; thence S.
07.53.40 W. 280.82 feet to a new iron pin; thence S. 37-30-33 W. 79.49 feet to a new iron pin; thence S.
07.20-58 W. 72.22 feet to a new iron pin; thence S. 18-58-20 E. 299.46 feet to a new iron pin; thence S.
80.51-53 W. 729.74 feet to a new iron pin; thence S. 09-29-35 W. 154.60 feet to a new iron pin; thence N.
.78-30-23 W. 20.15 feet to a new iron pin; thence S. 40.27-15 W. 348.05 feet to a new iron pin; thence S,
73-09-06 W. 398.26 feet to a point in the South Fork of the Catawba River; thence within the South Fork of
'the Catawba River two courses and distances as follows: (1) N. 23.06-59 W. 209.23 feet to a point; and
(2) N. 39-53-01 W. 300.00 feet to a point in the Norfolk -Southern Railroad right-of-way; thence generally
with the tracks of the Norfolk -Southern Railroad N. 50-03-18 E. 1,864.502 feet to a new iron pin in the
southerly margin of the right-of-way of Eagle Mill Road; and thence with the southerly margin of the
`right-of-way Eagle Mill Road two (2) courses and distances as follows: (1) S. 72-05-09 E. 157.06 feet to an
;existing iron pin; and (2) S. 72-08-50 E. 99.76 feet to an existing iron pin at the POINT OF BEGINNING,
,containing 27.5619 acres total, all as shown on a survey entitled "PORTION OF PROPERTY OF
CRAMERTON AUTOMOTIVE PRODUCTS, L.P." prepared by Larry R. Ritter, North Carolina Professional
4and Surveyor No. L-1460 of Larry R. Ritter, Inc., dated June 11, 1999, and revised August 31, 1999,
�j?ieference to which survey is hereby made for a more particular description of the property ("27.5619 Acre
3THER WITH a 15-foot wide sanitary sewer easement located 7.5 feet on each side of the centerline
sewer easement for one or more water lines and/or sewer lines and/or pipes described as follows:
locate the beginning,.eommenee at an existing concrete monument at the intersection of the southerly
gin of the right-of-way of Eagle Mill Road with the southwesterly margin of the right-of-way of Eastwood
ve (S.R. 3211) and run thence the following courses and distances: (I) N. 74-14.22 W. 572.34 feet to an
sting iron pin; (2) S. 07-53.40 W. 482,96 feet to an iron pin; (3) S. 37-30-33 W. 79.49 feet to a new iron
; (4) S. 07-20-58 W. 72.22 feet to a new iron pin; (5) S. 18-58-20 E.'299.46 feet to a now iron pin; (6) S.
51-53 W.729.74 feet to a new iron pin; (7) S. 09-29-35 W. 154.60 feet to a new iron pin; (8) N. 78-30-23
20.15 feet to a new iron pin; and (9) S. 40-27-15 W. 41.78 feet to the beginning of the centerline of the
:foot sanitary sewer easement; and runs thence from the BEGINNING S. 25-58-13 W. 15832 feet to a
nhole; and (2) N. 88-45-46 W. 51.12 feet to a point, all as shown as a'] 5-foot sanitary sewer easement on
[}certain survey entitled "PORTION OF PROPERTY OF CRAMERTON AUTOMOTIVE PRODUCTS,
prepared by Lary R. Ritter, North Carolina Professional Land Surveyor No. L-1460 of Larry R. Ritter,
;'dated June 11, 1999, and revised August 31,1999, reference to which survey is hereby made for a more
rticular description of the property. ("Sanitary Sewor��a5�etnent) �
5 "IN, , vu
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09/29/99 71111 14::9 is 824 4667 tau.taco ®oof
none, Sewer Eamment burden the 72.1564 aan unat of knJ drurMd on IsdipLLL upon which is
tlw hold thad Pwm(d:e"lad Pkm Siw'7. nse lowto Our
iwweee�nIndc shallintlmnnly,
andhold themmmge)of ice Lard ruSpa ftmm Inck Yewhaelek fromend a4lnnngeend all
, N opla, Iles ins, cars (Inclvdwg eyrl, 1. a stemeys , . omelly ed so. and charged at to
0a: rs or options.
roes t eete here) readdirgame
In anY wry ch a e. it,. m a teeth a..s she ere,
stair2,g 000pen models, agents y Sewer esuessmby of athan Oil consul) bytenegv,euccrnen
,a�JurcrpoelwoOIDWe, asshosnsess,otput,.ahuth lid. or InwerstheneeligenkofWe
G k6�'be Lwtl Ptam She, iw muaskn, udgns, mccezen in rhla or In rapectiw oRoe4 vgema
them
the work lima endure. Ilene ends. pipes
TRACI111•
A TRACT OF LAND containing a row water pump station (the "Pump Station Site 7 on the
beak ofthe Smilb Fork ofthe Catawba River in the Town ofCnmeno% Southpoint Township,
Gmots County, North Caroline, and being room particularly daaibedan fa Bows:
yid comer being in the line ofa lot conveyed m We To. afCram.mv nddambed Its Dad
Book 1480, Page 337; thaoro N54' 15' W W along We line ofthe Towv ofCmmw1oo 2109
fat to on welding iron pin In the nonhaiy right ofwry line of0as I5-fsot wide comae comment
W the nest eouthedly coma of BBrlingem Induories, Inc.; thence along the had of&vhr(Smn
Indumit , an described in Deed Book 2127, Page 721 N 32' 34' 06' E. Ill lean, to an
mining icon pin in the old lie of Holey B. Date; dismiss along the Imo of Harley B. Ganan
dademrihad in Dead Book 1954, Page 728, the following two (2) intense: (1) S 73' 06' W' E,
65M Rat ate as aieting loon pin an the beck ofthe South Fork.170. Catawba Rive, said (2)14
71e 22'4P E, 169.58 fat to apolm and old currents the centalmoofyid rive, thence SO*
12' 03' W along said underline 159.92 fat to a point and comaafBurlington Indnetdea, Inc.;
2031' .2the3le go
ancgtro Indmn,m ntesoobarlilDead Boo ket-moPoge721Stoo
Cinnamon
na W,2t; thefattoan aiming Ironpie in alorga Iwo Seelyfit. ftsmto tho ondd Town of
:CrMNIlog IhennNSP 18' ess W, 3orI fem,along yid n9ery promsethe P01NTOP
BEGINNINGcontaining0.94 y1ache mom or Ins, nshowy,19urveypropaeWforroytLCondition,
'X.S.L.14,J.I.Cdeed lulyhic sure pen rherey August20, loom,PnPa� byhanyR Itipa,
AUS•1.i4(A, rtferonco to which survey is hereby mode for a moro particular deuription.
TOGETHER WITH in yarmcrrt far the pmpow afagrose, release and mgreae (0m"Anew
;&semcre j from Elevemh Suede 19 the hew to, pomp Nation site oven the following descnbad
card]of land.
NB4G m the point oroagimdng ofthe 0.94 a.e ham described above; thence S 82° 57' .
137.51 feel Worse the propony afTom of Cramenon W described in Deed Book 1480,
7 to an existing iron pin and motherly emu of Billy Martiy thaia along the fine of
units as deuri had in Dad Hack 782, page 635 N 80' 49' 13' W, 117.12 fen to aPK
to 4at right of"y Iwo ofElevmmh good; chrome with said right ofway, line N 32' 38'
6.34 feet to aPKnail end being Wenarth right ofway Out of 15-11hot saw amended
se meal uenedy Him ofpropcey ofTuam orcl= lea; thence ammo the property of
fCrea enon the following two (2)eourece:(I)S 80'49'45- B, 109.42 fact to a PK ..it;
P 58' 53- E. 16914 feet to a s existing iron pin, the meat weeny comer of mid 0,04
h; Ihenee S 54' 15' 46' E. 22.09 fro to the POINT OF BEGRUMO, 4 election on
empaed for G.nenon Associates, LLC dated July 15.1999. lest revised Augal 20.
upared by Larry R. Puts, PIS-L-1460, roference to which ervey is hereby, made for a
rliculndesaiption. Forbackmfervncesto Acee4Eocmcogsee4mmmtdaignmed4

TUE 15:02 F.AI 824 3667 Utilities U008
number four sot furtli in document recorded in Book 2386, Page 255 and see document recorded
in Book 1914, Page 246 of the Gaston County Registry
The above descibed Access Easement shall not merge into the underlying fee simple estate
owned by Grantee.
SUBJECT TO a ninety (90) year lease and option to purchase in favor of Cramerton Associates,
LLC, a memorandum of which was recorded just prior to the recordation hereof.
TRACT ITT:
A TRACT OF LAND containing a raw water treatment plant facility (the "Water Treatment
Plant Site") at the terminus of Twelfth Street in the Town Cramerlon, Southpoint Township,
Gaston County, North Carolina, and being more particularly described as follows:
GINNING at an old corner in the southeasterly right of way line of Twelfth Street and in the
of Rauch Industries, Inc., said comer being S 42e 56' 55" W, along said southeasterly right
vay line and line of Rauch,154.08 feet from the intersection of said easterly right of way line
westerly right of way line of Mayflower Avenue; thence along the westerly line of Rauch
ustries, Inc. as described in Deed Book 1510, Page 207 the following nine (9) courses: (1) S
5655" W, 242.72 feet to an existing nail (2) S 52e 50' 23" E,11-7.71 feet to an existing nail
S 34° 42' 56" W, 73.68 feet to an existing nail (4) S 34e 40' 23" W, 72.56 feet to an existing
1pin, (5) N 71 ° 20' 31" W, 190.11 feet to an existing pin, (6) S 27°40' 30" W, 102.68 feet to a
nt, (7) S 60 32' 35" W, 208.29 feet to point, (8) S 25 a 43' 21"`W, 50.40 feet to a point and
S 14- IT I E, 97.65 feet to an existing iron pin to the most easterly comer of Rauch
ustries, Inc. in the centerline of Duhart Creek, also a comer with Cramer Mountain Country
tb and Properties, Inc. as described in Deed Book 1502, Page 335; thence along the line of
rmcr Mountain Country Club and Properties, Inc., the following three (3) courses: (1) N 77e
00" W, 100.00 feet to a point, (2) N 57' 20' 00" W, 400.00 feet to a point, (3) N 72e 52' 44"
196.33 feet to a point and corner of Crestview Properties, thence along the lines of Crestview
iperties as described in Deed Book 2003, Page 202 the following two (2) courses: (1) N 39e
39" E,114.00 feet and passing over an existing iron pin at a distance of 59.46 feet, to an
sting iron pin; (2) N 37° 14' 44" W, 561.67 feet to an existing iron pin, the most southeasterly
nor of property of Herman E. Ratchford; thence along the easterly lines of Herman E,
fchford as described in Deed Book 2907, Page 435, the following two (2) courses: (1) N 07'
36" E, 199.45 feet to an existing iron pin, and (2) N 52 ° 50' 29" E, 648.35 feet to an existing
n pin, old comer in the centerline of the terminus of Fourteenth Street acid the southwesterly
ebfthe subdivision entitled "Map Showing Property of Cramerton Division of Burlington
Ms Corporation - Section 3" as recorded in Plat Book 8, Page 34; thence along said
ithwesterly line, the terminus of Thirteenth Street, the terminus of Twelfth Avenue and the
ufheasterly right of way line of Twelfth Avenue the following nine (9) courses: (1) S
Number: 300439.5
2

TUE 15:03 FAX [phone] Utilities
0009
7°59'51" E, 543.22 feet to an existing iron pipe, (2) S 440 00' 15" E, 229.63 feet to an existing
on pin, (3) S 45 ° 29' 55" W, 30.33 feet to an existing iron pin, (4) S 63 ° 59' 28" E, 78.50 feet to
n existing iron pin, (5) S 76" 34' 14" E, 14.98 feet to an existing iron pin, (6) S 13 a 32' 14" W,
4.96 feet to an existing iron pin, (7) S 760 3113111 E, 64,32 feet to an existing nail, (8) N 84050,
7"E, 64.79 feet to an existing iron pin, and (9) N.73 °08' 09" E, 58.27 feet to the point of
E.GINNING, containing 21.103 acres more or less, as shown on survey prepared for Cramerton
ssociates, LLC dated July 15,1999, last revised August 20,1999, as prepared by Larry R.
itter, RLS-L•l460, reference to which survey is hereby made for a more particular description.
ECT TO a ninety (90) year lease and option to purchase in favor of Cramerton Associates,
a memorandum of which recpided just prior to the recordation hereof.
3ETHER WITH those certain 10-foot wide easements (the "Pipe Easements") for the
;ling 12" raw water line, 14" raw water. line, 16" raw water line, 18" waste water force main,
process water line as shown on three surveys prepared by Larry R. Ritter, RLS-L-1460, titled
sement Map No. One" dated February 4, 1991 and recorded in Plat Book 46, Page 58,
sement Map No. Two" dated February 6, 1991 and recorded in Plat Book 46, Page 59, and
Bement Map No. Three" dated February 22, 1991 and recorded in Plat Book 46;'Page 60. For
i reference to the Pipe Easements, see easement designated as number five as set forth in
ument recorded in Book 2386, Page 255 of the Gaston County Public Registry.
TO a ninety (90) year option to purchase in favor of Cramerton Associates, LLC, a
im of which was recorded just prior to the recordation hereof.
Number: 300439.5

TUE 15:04 FAX [phone] Utilities 1j010
perpetual, nonexclusive forty (40)-foot wide access easement for a railroad spur track (the
railroad Spur Track'), twenty (20) feet on either side of the centerline, the centerline being
are particularly described as follows.
FIND THE POINT OR PLACE OF BEGINNING, commence at a point along the South
irk of the Catawba River and being the southwesternmost corner of the property conveyed
reby to the Town of Cramerton (said property commonly known as the "existing wastewater
atment facility") and running thence along a southern boundary line of the aforesaid Town of
amerton property N 73-09-06 E 368.51 feet to POINT OR PLACE OF BEGINNING; running
:nce from the POINT OR PLACE OF BEGINNING the following nine courses and distances:
i N 23-09-02 W 31.68 feet to a nail; (2) N 18-11-30 W 49.97 feet to a nail; (3) N 17-02-44 W
6.94 feet to a nail; (4) N 15-30-24 W 158.52 feet to a nail; (5) N 15-02-30 W 23.24 feet to a
il; (6) N 11-15-17 W 49.92 feet to a nail; (7) N 04-26-58 W 50.72 feet to a nail; (8) N 02-06-
E 50.70 feet to a nail, and (9) N 08-00-32 E 46.79 feet to a point, such point being located in
easterly boundary of the railroad right of way of Norfolk -Southern R.R., as shown on survey
ed "Portion of Property of Cramerton Automotive Products, L.P." dated June 11, 1999
pared by Larry R. Ritter, RLS L-1460, reference to which survey is hereby made for a more
tcular description.
for reserves, for itself and its successors, assigns and successors in title to the Lord Plant
the right to enter upon the Wastewater Treatment Site conveyed hereby in the vicinity of the
iad spur track easement to use and operate for railroad transportation, and to construct,
ll, maintain, repair and replace the railroad spur tract. Grantor, its successors, assigns or
:ssors in title shall indemnify, defend and hold Grantee, its successors, assigns or successors
.e, harmless from and against any and all claims, damages, liabilities, costs (including
nable attorneys' fees actually incurred and charged at the attorneys' regular rates and court
) relating in any way to, or threatened as a result of, the use, maintenance or operation of the
said railroad spur tract by Grantor, its successors, assigns, successors in title, or its
ctive officials, agents, employees or tenants, other than that caused by the negligence of
lee, its successors, assigns, successors in title, or its respective officials, agents, employees
Number; 300430.5
4

9 TUE 15:05 F.4% 824 3667 Utilities 16011
Utility Easements
The utility easements (the "Utility Easements' reserved by Grantor for the benefit of the Lord
Plant Site over, under and across the Wastewater Treatment Site are more particularly described
as follows:
a) Three (3) perpetual, nonexclusive ten foot (10') wide easements for water distribution,
naintenance, repair and replacement of the water pipes, five feet (51) on either side of the
;enterline of (i) the existing process water line piping, as such piping currently exists on the
the point where such piping enters the Wastewater Treatment
Wastewater Treatment Site from
Site, continues to and exits the manhole shown on the "Main Plant Tract"on Easement Map
No.Three dated February 22,1991 and recorded in Plat Book 46 at Page 60 of generally therunGa ton County
Public Registry (the "Recorded Easement Map") and as such piping
northeasterly and then southeasterly direction to the point located on the common boundary of
the Wastewater Treatment Site and the Lord Plant Site where such piping enters the Lord Plant
Site, and (ii) the existing "wastewater force main" piping, as such piping currently exists on the
t where the "wastewater force main" piping enters the
Wastewater Treatment Site from the poin
:Wastewater Treatment Site as shown on the "Main Plant Tract" on the Recorded Easement Map
and generally erns in a northeasterly direction to a manhole located in the Town of'Cramerton
''fifteen foot (151) sanitary sewer easement near the easterly boundary line of the Wastewater
Treatment Site. The rights and obligations of the owner(s) from time to time of the Wastewater
treatment Site and the Lord Plant Site with respect to these easements shall be govemed by that
3 gertain Agreement dated the 22day of 59 t ,1999, asmemorialized by that certain
`Easement Agreement and Memorandum of Agreement between the Grantee and Cramerton
;;
;Associates, LLC recorded immediately after the recording of this deed.
^j(6) Perpetual, nonexclusive fifteen foot (15') wide easement(s) for one or more sewer lines
¢tiand/ar pipes, 7.5 feet on either side of the centerline of the sanitary sewer line(s) as such lines)
currently exist and are located on the Wastewater Treatment Site between (i) the common
boundary line of the Wastewater Treatment Site of land and the Lord Plant Site and (ii) the
t;
Y%Czisting Town of Cramerton fifteen (15) foot sanitary sewer line located on the Wastewater
1).-
('freatment Site. The owner(s) from time to time of the Lord PlanSite
shall
ent(s)for the purpose of
he right to
ter the Wastewater Treatment Site in the vicinity of the aforesaideasem
ect n maintaining, repairing and replacing the sanitary sewer line(s).
;using, operating, insp g,
Grantor, its successors, assigns or successors in title to the Lord Plant Site, shall indemnify,
i ,
o.<.
defend and hold Grantee, its successors, assigns or successors
in title to the Wastewater
a...
Treatment ite, hamlless from and against any and all claims, damages, liabilities, costs
mcluding reasonable attorneys' fees actually incurred and charged at the attorneys' regular rates
id court costs) relating in any way to, or threatened as a result of, the use, maintenance or
eoeration of the aforesaid sanitary sewer line(s) by Grantor, its successors, assigns, successors in
Number: 300439.5

title or its respective officials, agents, employees or tenants, other than that caused by the
negligence of Grantee, its successors, assigns, successors in title, or its respective officials,
agents, employees or tenants.
The Grantee, its successors, assigns and successors in title to the Wastewater Treatment Site shall
have the right to relocate the Utility Easements at any time, provided that the Grantee, its
successors, assigns and successors in title to the Wastewater Treatment Site shall (i) pay the costs
and expenses relating to such relocation; (ii) comply with all applicable laws and regulations
relating to such relocation; and (iii) schedule the work at expeditious and convenient times
agreed to by the owner(s) of the Lord Plant Site.
To the extent that Grantor and predecessors in title have previously erected any buildings,
structures or improvements (the "Improvements,) that may be located upon the Utility
Easements as of today's date, these Improvements may remain in place and no right or claim
shall arise in favor of either party by virtue of the location of the Improvements upon the Utility
Easements. The Improvements may be expanded and rebuilt (i) to the extent that such expansion
or rebuilding does not directly cause any interference with the distribution of water through the
Utility Easements, and (ii) upon at least seven (7) days written notice to the owner(s) of the Lord
Plant Site.
Number: 3a0439.5
ZToe
SaT1TTT1n L998 tZ8 IVA 90:9T SILL 66/83/60

A TRACT OF LAND (the "Lord Plant Site') containing a manufacturing facility in the
southwesterly quadrant of the intersection of Eagle Mill Road (State Route # 2565, having a right
of way width of 60 feet) and Eastwood Drive (State Route # 3211, having a right of way width of
60 feet) and being more particularly described as follows.
BEGINNING at a right of way monument being the point of intersection of the southerly right of
way line of Eagle Mill Road and the westerly right of way line of Eastwood Drive; thence along
said westerly right of way line of Eastwood Drive the following six (6) courses: (1) S 31 °58' 12"
E,116.12 feet to an existing iron gin, (2) S 30°46'27" E, 271.77 feet to an existing iron pin, (3)
along the are of a curve to the right having a radius of 925.31 feet, a chord bearing and distance
of S 11 ° 17'06" E, 617.69 feet and an are length of 629.78 feet to an existing iron pin, (4) S
08° 13'19" W, 677.15 to an existing iron pin, (5) along the arc of a curve to the right having a
radius of 2821.81 feet, a chord bearing and distance of S 10-02,19" W,182.36 feet and -an are
length of 182.39 feet to an existing iron pin, (fi) S 11 °55'31" W, 473,20 feet to an existing iron
pin; thence along a common boundary line with Cramerton Associates, L.L.C. the following six
(6) courses: (1) N 65°50'22" W, 943.67 feet to an existing iron pipe, (2) S 23°55'38" W, 85.62
feet to an existing iron pin, (3) N 65°53'57" W, 43.90 feet to an existing iron pin, (4) S
27°48'30" W, 231.03 feet to an existing iron pin, (5) S 24°40'29" W, 79.06 feet to a point, (6) S
66°49'09" W, 172.45 feet to an existing iron pin; thence leaving the Cramerton Associates,
L.L.C. property line and running along the east bank of the South Fork of the Catawba River the
following six (6) courses; (1) N 64°50'16" W, 69.68 feet to an existing iron pin, (2) N 65°50'20"
%s W, 93.94 feet to an existing iron pin, (3) N 53 °06-52" W,119.52 feet to an existing iron pin, (4)
' N 83°2417" W, 95.31 feet to an existing iron pin, (5) N 20041'25" W, 64.40 feet to an existing
`t iron pin, (6) N 64042'22" W, passing through an existing iron pin on the bank of the river at
Vl 272.12 feet for a total distance of 419.35 feet to a point in the centerline of the South Fork of
the Catawba River; thence along said centerline the following two (2) courses: (1) N 06000'00"
M1: W, 400.22 feet to a point, (2) N 23 °06'59" W, 82.37 feet to a point; thence
a new iron pin ondnceston
. line the following ten (10) courses: (1) N 73 009'06" E, passing through
Iiii'"thlown
ank of the river at 91.80 feet for a total distance of 398,26 feet to a new iron pin, (2) N
i0°27'15" E, 348.05 feet to a new iron pin, (3) S 78°30'23" E, 20.15 feet to a new iron pin, (4) N
N
9°29'35" E, 154,60 feet to a new iron pin, (5) N 80° 51'S3" E, 729.74 feet to a new iron pin, (6)
18-58-20" W, 299.46 feet to anew iron pin, (7) N 07°20'S14 E, 280. feet et anew iron pin,
8) N 37 °30'33" E, 79.49 feet to a new iron pin, (9) N 07 *53'40" E 280.82 feet to a point; (10) N
5 °53'15" E, 210.00 feet to an existing iron pin in the southerly right of way line of Eagle Mill
Road; then along said southerly right of way line the following five o courses: (1) S ?7°57'32"
E; 9990 feet to an existing iron pin, (2) S 75 1143 E, 99.95 feet to a PIS nail, pi
E; 99.93 feet to an existing iron pin, (4) S 79°21'43" E, 99.18 feet to a new iron pin, (5) 5
°36'15" E, 74.21 feet to the point of BEGINNING, containing 72.1568 acres more or less, as
on survey titled "Portion of Property of Cramerton Automotive Products, L.P." dated June
Number: 300439.5
£T02 seiITTTU L99£ fits xtld Lo:BT afn ovoz/60

18, 1999, last revised August 25, 1999 prepared by Larry R. Ritter, RLS L-1460, reference to
which survey is hereby made for a more particular description.
BEING a portion of the property acquired by Cramerton Automotive Products, LP in Deed Book
2143, Page 635, and Deed Book 2386, Page 255, of the Gaston County Registry.
Note: Grantee only has an interest in the Sanitary Sewer Easement that crosses the land described
in thisXzhihit C.
Number: 300439.5
3
DTO 0
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State of Delaware
Sec jS4Ai-- Office of the Secretary of State
Md mail E":I
SPAOSHAW 8 HINS;7N, P.A. (&LS)
�ENDENCE CENTER
UN STREET
NC 28245
STOe
Ll�� L PAGE 1
I, EDWARD J_ FREEL, SECRETARY OF STATE OF THE STATE OF
DELAWARE/ DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT
COPY OF THE CERTIFICATE OF MERGER, WHICH MERGES:
"CRAMERTON AUTOMOTIVE PRODUCTS, L.P.", A DELAWARE LIMITE➢
PARTNERSHIP,
WITH AND INTO "CRAMERTON MANAGEMENT CORP." UNDER THE NAME OF
"CRAMERTON AUTOMOTIVE PRODUCTS, INC.", A CORPORATION ORGANIZED
AND EXISTING UNDER THE LAWS OF THE STATE OF DELAWARE, AS
RECEIVED AND FILED IN THIS OFFICE THE TWENTY-SECOND DAY OF.
DECEMBER, A.D. 1997, AT 9 O'CLOCK A.M.
TIME 2:4(D A& —
BOOK
PAGE cl
FILED G 2
�4✓) //�
Edivard J. Freel, Secretanj of State
2279750 8100M AUTHENTICATION: 9940107
991355878 DATE: 08-25-99
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"Y Aia or DELAVARE
rARr oe STATE
` joy OF CORPORATIONS
Q9: a0 AH 1212211997
1144713 — 2278291
CERTIFICATE OF MERGER
MERGING
r; CRAMERTON AUTOMOTIVE PRODUCTS. L.P.
INTO
CRAMERTON MANAGEMENT CORP.
ant to Section 263 of the Delaware General Corporation Law and Section 17-211 of the
ire Revised Uniform Limited Partnership Act
The undersigned corporation organized and existing under and by virtue of the General
ation Law of the State of Delaware.
DOES HEREBY CERTIFY;
FIRST: That the name and state of domicile of each of the constituent entities
merger Is as follows:
State of
Cramerton Management Corp. Delaware corporation
Cramerton Automotive Products, L.P. Delaware limited partnership
SECOND: That an Agreement of Merger between the parties to the merger has
approved, adopted, certified, executed and acknowledged by each of the constituent entities
carol with the requirements of subsection (c) of Section 263 of the General Corporation
of the State of Delaware and Section 17-211 of the Delaware Revised Uniform Limited
ershio Act.
T] IS12 That Cramerton Management Corp. shall be the surviving corporation
name of the surviving corporation shall be changed to Cramerton Automotive Products, Inc.
FOU TH; That the certificate of incorporation of the surviving corporation,
ton Management Corp. shall be amended by amending Article FIRST thereof to read As
"FIRST: The name of This corporation is Cramerton Automotive Products, Inc.", and, as
nded. shall constitute the Certificate of incorporation of the surviving corporation.
FIFTH; That the executed Agreement of Merger' is on file at an office of
is of the surviving corporation located at 701 McCullough Drive, Charlotte, North Carolina
SIXTH; That a copy of the Agreement of Merger will be fumished by the
corporation, an request and without cost, to any stockholder Rf any constituent
n or any partner of any constituent limited partnership.
IN WITNESS WHEREOF, the undersigned corporation has executed this instrument by
authorized officer this 41� day of December, 1997.
CRAMERTON MANAGEMENT CORP.
gYt
9IO[8 SaTITTTIn L999 GZ9 Xyd OT;ST Hfl,L 66/8i:/60