NC0003760_application_20051109

November 9, 2005 Reference No. 37006
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
NPDES Section
512 N. Salisbury Street
Raleigh, North Carolina 27604
Attn: Mr. Sergei Chernikov
Re: Resubmittal of Application for Modification of NPDES Permit # NC0003760
Unifi Kinston LLC
Post Office Box 800
Kinston, North Carolina 28502
Lenoir County
Unifi Kinston LLC (Unifi) is submitting this application for certain modifications of the existing
NPDES Permit issued for the Kinston Facility on March 10, 2003 (NPDES Permit # NC0003760).
This application provides follow-up documentation to the original Application for Permit
Modification which was submitted by INVISTA S.a.r.l. on September 28, 2004. As you are
aware, Unifi subsequently purchased the facility after the original request for modification was
submitted.
EPA Forms 1 and 2-F are attached pursuant to previous discussions with North Carolina
Department of Environment and Natural Resources (NCDENR) staff including Mr. Tom
Belnick - NPDES Permitting Unit - and Mr. Bradley Bennett and Mr. Ken Pickle - Stormwater
Permitting Unit. Forms 2C and 3, are not required for this submittal as directed by NCDENR
personnel pursuant to 15A NCAC 02H.0105(a). Based on our discussions, Unifi understands
that the permit modifications, it is seeking at this time, are considered minor modifications.
Unifi is providing representative analytical data for the additional stonnwater outfall locations
referenced in this application as Outfalls 004, 005, and 006. Pursuant to recent discussions with
Mr. Ken Pickle of Stormwater Permitting Unit and Mr Sergei Chernikov of the NPDES Unit, the
analytical dataset includes the specific sampliw requirements set forth in previous
communications and memoranda issued by NCDENR concerning this permit modification
We have attached Table 1 and Figure 1, which present the analytical results and locations of
samples taken during June 2005 for the additional stormwater outfall locations addressed by
this permit modification request.

November 09, 2005
-2 - Reference No. 37006
Table 1 also contains stormwater outfall sampling data from the original permit modification
request. In order to establish baseline monitoring data for the stormwater at the locations
addressed by this permit modification request, the facility conducted a sampling effort in
September 2004. As noted in the original application for modification, not all of the September
2004 samples represented valid data due to a lack of spacing between rainfall events and some
quality control issues. Accordingly, the 2004 data should be viewed only as qualitative data
that may not represent actual conditions.
The request for modification of the existing NPDES permit includes the following components:
1) Modification of the existing permit to include stormwater discharge at Outfalls 001 and
003. At present, the facility's NPDES permit does not specifically provide for
stormwater discharge to these outlets. The facility recently conducted a facility
stormwater evaluation that identified the potential for small volumes of stormwater to
enter these outfalls. Outfall 001 receives small volumes of stormwater that enters a
grated process drain near the chemical tank farm in addition to small flows within the
area of the WWTP at the southern end of Basin A. Similarly, Outfall 003 includes
drainage from Basin I as well as flows from the parking lot and common entrance area.
As a result, Unifi requests modification of its permit to allow for minor stormwater
discharges to the existing outlets.
2) Re -designation of the discharge point for Outfall 002 to a location downstream of the
currently designated Outfall 002, in order to incorporate the potential additional
stormwater runoff over the C&D and Ash Landfills. As you are aware, these two
landfills have undergone soil cap construction. Both the C&D and Ash Landfills have
recently received closure certification by NCDENR. The downstream relocation of
Outfall 002 would also require moving the current sampling location to the new Outfall
002 discharge point. These changes will allow the facility to incorporate potential
stormwater flows from these areas into its existing sampling program.
3) Addition of Outfalls 004, 005, and 006 to provide for stormwater discharge at these
locations. The areas that each of these outfalls will drain of stormwater are more fully
described in Part IV-B of the enclosed Form 2F and the Form 2F Additional Information.
The potential discharges at these locations are expected to consist of stormwater only.
4) Addition of low -flow leachate from three collection areas to the industrial wastewater
treatment plant (IWW 1 P) that discharges to Outfall 001. Two of the leachate collection
areas, identified as Sample Location 9, are located within Basin B and discharge to the
IWW IF. Basin C also contains a leachate collection area, identified as Sample Location
10, which consists of two interconnected collection sumps. This area appears to collect
leachate from the original Ash Landfill and the newer Ash Landfill. The original Ash
Landfill was closed during the mid 1970s and was formerly used for disposal of ash

November 09, 2005
- 3 - Reference No. 37006
generated from the coal-fired powerhouse boilers. The new Ash Landfill is a completely
separate landfill that was recently capped as part of the permitted closure process.
Analytical data for Sampling Locations 9 and 10 are included in Table 3. This data was
obtained during the September, 2004 sampling event The locations for these two
sampling points are also depicted in Figure 1.
In preparation for dosure of the C&D Landfill and new Ash Landfill, the facility
previously requested approval to route the resulting leachate of less than 5 gallons per
minute (gpm) to its IWWTP for treatment and disposal. As noted in the Department's
conditional approval letter, dated November 13, 2003, the low flow associated with
dewatering operations is considered minor pending characterization of the leachate.
The facility requests inclusion of the three other leachate collection source flows
described above, with each having an estimated flow of approximately 0.05 gpm, in the
approved discharge through Outfall 001 following collection and onsite treatment at the
IWW'TP.
Finally, please note that the facility is modifying some of its steam condensate lines to discharge
condensate into either the process wastewater line, which is treated by the IWWTP and
discharged via Outfall 001, or to Outfalls 002 and 003, where untreated steam condensate is
currently permitted to discharge. Unifi's understanding of the authorized discharge for Outfall
001 is that it includes all wastewaters generated by the facility's industrial operations, including
boiler blowdown and steam condensate, as long as the wastewaters are treated at the IWWTP
prior to discharge via Outfall 001. Unifi requests confirmation of its understanding of the
permit, or a permit modification to specifically authorize this steam discharge to Outfall 001, if
necessary. Unifi intends to proceed with a project to pipe the steam condensate to Outfall 001
or to Outfalls 002 and/or 003 in the near future, based on its understanding of the current
permit's authorizations.
Please direct any questions or information requests to the following:
Conestoga -Rovers & Associates
Attn: Mr. Jay Vincent
4215-1 Stuart Andrew Boulevard
Charlotte, NC 28217
[phone]

November 09, 2005
Best Regards,
Vanish Green
Plant Manager
Unifi Kinston LLC
[phone]
- 4 - Reference No. 37006
Enclosed: Form 1; Form 2-F; Form 2-F Additional Information; Tables 1, 2, & 3; and Figures
1, 2, & 3
Cc: Mr. Ken Pickle, North Carolina Department of Environment and Natural Resources,
Star. mwater Permitting Unit

For Approved. OMB No. 2040-0086. Approval expires 5-31-92
Please print or type in the unshaded areas only
(fill-in areas are s*aced for elite type, i.e., 12 characters/inch).
FORM
GENERAL
LABEL ITEMS
I. EPA ID, NUMBER
III FACILITY NAME
V. FACILITY
MAILING LIST
VI. FACILITY
LOCATION
U.S. ENVIRONMENTAL PROTECTION AGENCY
GENERAL INFORMATION
Consolidated Permits Program
(Read the "General Instructions" before starting.)
N THIS SPACE
I. EPA ID. NUMBER .111111111
F
NCR000139683
TIA C
2
13
14
GENERAL INSTRUCTIONS
If a preprinted label has been provided,
affix it in the designated space. Review the
information carefully; if any of it is
incorrect cross through it and enter the
correct data in the appropriate fill-in area
below. Also, if any of the preprinted data is
absent (the area to the left of the label
space lists the information that should
appear) please provide it in the proper fill-
in area(s) below, If the label is complete
and correct you need not complete Items
I, III, V, and VI(except VI-B which must be
completed regardless). Complete all items
if no label has been proved. Refer to the
instructions for detailed item descriptions
and for the legal authorization under which
this data is collected,
II. POLLUTANT CHARACTERISTICS
INSTRU TIONS: Complete A through J to determine whether you need to submit any permit application forms to the EPA. If you answer "yes" to any
questions, you must submit this form and the supplemental from listed in the parenthesis following the quesfon. Mark "X" in the box in the third column if
the supplemental form is attached. If you answer "no" to each question, you need not submit any of these forms. You may answer "no" if your activity is
excluded from permit requirements; see Section C of the instructions. See also, Section D of the instructions for definitions of bold-faced terms,
SPECIFIC QUESTIONS
MARK "X"
YES
NO
FORM
ATTACHED
SPECIFIC QUESTIONS
A. Is this facility a publicly owned treatment works
which results in a discharge to waters of the
U.S.? (FORM 2A)
16
17
18
B. Does or will this facility (either existing or
proposed) include a concentrated animal
feeding operation or aquatic animal
production facility which results in a discharge
o waters of the U.S.? (FORM 2B)
YES
El
MARK "X"
FORM
ATTACHED
NO
19
20
21
C. Is this facility which currently results in
discharges to waters of the U.S, other than
those described in A or B above? (FORM 2C)
E. Does or will this facility treat, store, or dispose of
hazardous wastes? (FORM 3)
22
23
24
28
29
30
D. s this proposal facility (other than those described
n A or B above) which will result in a discharge
o waters of the U.S.? (FORM 2D)
F, Do you or will you inject at this facility industrial or
municipal effluent below the lowermost stratum
containing, within one quarter mile of the well
bore, underground sources of drinking water?
(FORM 4)
25
26
27
31
32
33....,....
G. Do you or will you inject at this facility any
produced water other fluids which are brought to
the surface in connection with conventional oil or
natural gas production, inject fluids used for
enhanced recovery of oil or natural gas, or inject
fluids for storage of liquid hydrocarbons?
(FORM 4)
H. Do you or will you inject at this facility fluids for
special processes such as mining of suffer by the
Frasch process, solution mining of minerals, in
situ combustion of fossil fuel, or recovery of
geothermal energy? (FORM 4)
34
35
36
37
38
39
I. Is this , facility a proposed stationary source
which is one of the 28 industrial categories listed
in the instructions and which will potentially emit
100 tons per year of any air pollutant regulated
under the Clean Air Act and may affect or be
located in an attainment area? (FORM 5
I. NAME OF FACILITY
1
SKIP
Unifi Kinston LLC
40
4
42
J. Is this facility a proposed stationary source
which is NOT one of the 28 industrial categories
listed in the instructions and which will potentially
emit 250 tons per year of any air pollutant
regulated under the Clean Air Act and may affect
or be located in an attainment are? (FORM 5
43
44
15 16-29 30 '"' 69
IV. FACILITY CONTACT
A. NAME & TITLE (last, first, & title) B. PHONE (area code & na)
c
2
Green, Vanish — Plant Manager 252 522
c
3
15
A. STREET OR P.O. BOX
PO Box 800 Station 219
16
B. CITY OR TOWN
A. STREET, ROUTE NO. OR OTHER SPECIFIC
5 i 4695 Hwy 11 N
15
16
Lenoir
46
c
6
Kinston
B, COUNTY NAME
C. CITY OR TOWN
70
15
16
40
45
C. STATE
45•;i,
D. STATE
NC
D. ZIP CODE
28502
41 42
E. ZIP CODE
28501
47 51
6233
F. COUNTY CODE
52
54
4
EPA FORM 3510-1 (8-90)
CONTINUED ON REVERSE

CONTINUED FROM THE FRONT
Vlh SIC CODES 4-di.it, in order of •riorit
A. FIRST
B. SECOND
0
2821
(specify)
Polyester Resin
7
2824
(specify)
Polyester Fiber
16 19
s
16 17
C, THIRD
D. FOURTH
c
(specify)
7
(specify)
7
7
15
VIII.
i6 17
OPERATOR INFORMATION
.15
16 19
A. NAME
B. Is the name listed in Item
Unifi Kinston LLC
VIII-A also the
owner?
8
® YES ❑
NO
1$
18
55
C. STATUS OF OPERATOR (Enter the appropriate leiierinto the answer box;
if "Other,"specify, )
D. PHONE
fares code & no.)
F = FEDERAL M = PUBLIC (other than federal or state)
S = STATE 0 = OTHER (specify)
P = PRIVATE ...
p
(specify)
Industrial
Process &
252
522
6233
A
15
16 18
:. 19 21
22 25
56
Commercial
E. STREET OR PO BOX
4695 Hwy 11 N
26
55
F CITY OR TOWN
G. STATE
H. ZIP CODE
IX. INDIAN LAND
c
Kinston
NC
28501
Is the facility located on
Indian lands?
© YES
NO
15
X.
16 40
EXISTING ENVIRONMENTAL PERMITS
-
42 42
47 51
A. NPDES (Discharges to. Surface Water)
D. PSD (Air
Emissions from Proposed Sources)
T
'
NC0003760
°
T
$
N
9
P
15
i6
17
1$ 30
15
1$
17
18 30
B. UIC
(Underground injection of Fluids
E. OTHER (specify)
(Specify)
c
r
1
o
T
&
09427T02
Title
V Air
9
U
9
15
16
17
1$ 30
15
16
17
1$ 30
C. RCRA (Hazardous Wastes)
E. OTHER (specify)
(Specify)
NCD003190386-R1(Dupont held)
T
8
s
R'
9
15
XI.
Attach
show
hazardous
rivers
XII.
16
MAP
NATURE
17
to this
the
and
18 -30- 15
application a topographic map of the area
outline of the facility, the location of each of
waste treatment, storage, or disposal facilities,
other surface water bodies in the ma. area. See
OF BUSINESS •rovide a brief descri.tion
16
extending
its
and
instructions
17
existing
each
18 30
to at least one mile beyond property
and proposed intake and discharge
well where it injects fluids underground.
for •recise re.uirements.
boundaries.
The map must
structures, each of its
Include all springs,
Unifi Kinston Fiber Plant's manufacturing operations consists of: a) manufacture of polyester resin;
polyester resin for the manufacture of synthetic fibers.
The Unifi Kinston Fiber Plant was originally constructed in the 1950s with subsequent plant modifications
through the early 1990s. The site was originally developed by E.I. DuPont de Nemours and Company
manufacture of polyester yarn and industrial filaments and later for the production of polyester pellets.
approximately 654 acres with approximately 30 acres under roof for production and related support
currently operated by Unifi; however, products produced and processes conducted at the Site remain
DuPont and INVISTA operated the facility. The current filament and fiber manufacturing is conducted
pellet manufacturing operation is conducted by DuPont as a lessee. The Unifi production areas
spinning areas and control room (currently inactive), Y-6 and Y-7 spinning areas and control room,
beaming area (inactive), DYI CP area (inactive), and the DYI textile area (inactive). Operations
consist primarily of the mixture of raw materials to form the polyester resin and extrusion of the resin
of polyester filament. The filament is then wound and packaged for shipment to off -site
processing/use.
XIII. CERTIFICATION (see instructions]
and b) extrusion of
completed
(DuPont) for the
The site comprises
activities. The site is
the same as when
by Unifi, while the
include: Y-4 and Y-5
DYI spinning and
conducted at the site
to form various sizes
locations for further
t certify under penalty of law that I have personally examined and am familiar with the 'infcirmation submitted
all attachments and that, based on my inquiry of those persons immediately responsible for obtaining the
the application, I believe that the information is true, accurate and complete, I am aware that there are
submitting false information, including the possibility of fine and im• 'sonment.
in this application and
information contained in
significant penalties for
A. NAME & OFFICIAL TITLE (type or print)
Tom Caudle— Vice President
B. SIGNAT ,.`
�;
,% , _
C. DATE SIGNED
lQ 12. 0 5
COMMENTS
c
FOR OFFICIAL USE ONLY
C
15
16 55
EPA FORM 3510-1 (8-90)

Please print or type in the unshaded areas
EPA ID Number (copy from item l of Form 1)
NCR000139683
Form Approved. OMB No. 2040-0086
Approval expires 5-31-92
Form
2F
NPDES
States Environmental Protection Agency
Washington, DC 20460
Washington,
Application for Permit to Discharge Storm Water
Discharges Associated with Industrial Activity
Paperwork Reduction Act Notice
Public reporting burden for this application is estimated to average 28.6 hours per application, induding time for reviewing instiudions, searching existing data
sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate,
any other aspect of this collection of information or suggestions for improving this form, including suggestions which may increase or reduce this burden to: Chief,
Information Policy Branch, PM-223, U.S. Environmental Protection Agency, 401 M St, SW, Washington, DC 20460, or Director, Office of Information and Regulatory
Affairs, Office of Ma ment and Bud et, Washi on, DC 20503.
I. Outfall Location
For each outfall, list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water.
A. Outfall Number
(list)
B. Latitude
C. Longitude
D. Receiving Water
(name)
004
35
20
095
77
28
519
Unnamed tributary to Beaverdam Branch
005
35
19
598
77
28
106
Unnamed tributary to Neuse River
006
35
19
355
77
28
186
Unnamed tributary to Neuse River
II. Im • rovements
A. Are you now required
operation of wastewater
in this application? This
schedule letters, stipulations,
by any
treatment
includes,
court
Federal, State,
equipment
but is
orders,
or local
or practices
not limited
and grant
authority
or any
to, permit
or loan conditions.
to meet
other environmental
conditions,
any implementation
administrative
schedule for the construction, upgrading or
programs which may affect the discharges described
or enforcement orders, enforcement compliance
1. Identification of Conditions,
Agreements, Etc.
2. Affected Outfalls
3. Brief Description of Project
4. Final
Compliance Date
number
source of discharge
a. req.
b. proj.
See Additional Information Sheet,
Section ILA
B. You may attach additional sheets describing any additional water pollution (or other environmental projects which may affect your discharges)
you now have under way or which you plan. Indicate whether each program is now under way or planned, and idicate your actual or planned
schedules for construction.
111. Site Draina • e Ma •
Attach a site map showing topography (or indicating the outline of drainage areas served by the outfall(s) covered in the application if a
topographic map Is unavailable) depicting the facility including: each of its intake and discharge structures; the drainage area of each storm
water outfall; paved areas and buildings within the drainage area of each storm water outfall, each known past or present areas used for
outdoor storage or disposal of significant materials, each existing structure control measure to reduce pollutants in storm water runoff,
materials loading and access areas, areas where pesticides, herbicides, soil conditioners and fertilizers are applied; each of its hazardous
waste treatment, storage or disposal units (including each are not required to have a RCRA permit which is used for accumulating hazardous
waste under 40 CFR 262.34); each well where fluids from the facility are injected underground; springs, and other surface water bodies which
receive storm water discharges from the facility.
EPA Form 3510-2F (Rev. 1-92)
Page 1 of 3
Continued on Page 2

Continued from the Front
IV. Narrative Descri •tion of Pollutant Sources
A. For each outfall, provide an estimate of the area (include units) of impervious surfaces (including paved areas and building roofs) drained
to the outfall, and an estimate of the total surface area drained by the outfall.
Outfall
Number
Area of Impervious Surface
(provide units)
Total Area Drained
(provide units)
Outfall
Number
Area of Impervious Surface
(provide units)
Total Area Drained
(provide units)
004
005
1.42 AC
3.63 AC
28.46 AC
72.68 AC
006
2.22 AC
44.47 AC
B. Provide a narrative description of significant materials that are currently or in the past three years have been treated, stored or disposed
in a manner to allow exposure to storm water; method of treatment, storage, or disposal; past and present materials management
practices employed to minimize contact by these materials with storm water runoff; materials loading and access areas; and the location,
manner, and frequency in which pesticides, herbicides, soil conditioners, and fertilizers are applied.
See Additional Information Sheet Section IV.B
C. For each outfall, provide the location and a description of existing structural and nonstructural control measures to reduce pollutants in
storm water runoff; and a description of the treatment the storm water receives, including the schedule and type of maintenance for
control and treatment measures and the ultimate disposal of any solid or fluid wastes other than by discharge.
Outfall
Number
Treatment
List Codes from
Table 2F-1
V. Non
A. I certify
nonstormwater
or
See Additional Information Sheet Section IV.0
Stormwater Dischar•es
under penalty of law that the outfall(s) covered by this application have been tested or evaluated for
discharges, and that all nonstormwater discharges from these outfall(s) are identified in either an accompanying
Form 2E application for the outfall. Note: Form 2C and Form 2E are not required for this modification request
the presence of
Form 2C
per NCDENR.
Name of Official Title (type or print)
Tom Caudle - Vice President
Signature //- ,`
/ (.
Date Signed
B. provide a description of the method used, the date of any testing, and the onsite drainage points that were directly observed during a test.
Review of plant schematics. Interviews with plant personnel. Field observations.
VI. Si • nificant Leaks or Sol s
Provide existing information regarding the history of significant leaks or spills of toxic or hazardous pollutants at the facility in the last three
years, including the approximate date and location of the spill or leak, and the type and amount of material released.
1) July 30, 2005. Release of an estimated 6200 gallons of No. 6 Fuel oil from powerhouse diaphragm or
gasket into a combined process/storm sewer line that became clogged which resulted in an overflow
into a surface drainage ditch. No. 6 fuel oil entered the ditch but did not discharge to surface waters
of the Neuse River. The combined lines have since been decommissioned and refurbished to prevent
a future release. Stormwater piping has been capped to allow for stormwater only. The process line
was rerouted directly to the process sewer which discharges to the onsite industrial wastewater
treatment plant. Site remediation and restoration activities are ongoing and pending closure.
2) March 11, 2005. Release of an estimated 435 gallons of diesel from feed lines connected to Tank 293
which supplies an emergency fire jockey pump. The facility had recently installed the double walled
tank which is located inside the No. 3 Pump Building. The release was caused by a leaking fitting on
the tank discharge line and was obscured by a holding bracket, making the leak difficult to detect.
Diesel entered into a crack under the pump pad. The floor was subsequently sealed and additional
measures were implemented to assure adequate detection and future prevention of a similar leak. Site
remediation and restoration has been completed with approval for closure pending.
EPA Form 3510-2F (Rev. 1-92)
Page 2 of 3
Continued on Page 3

Continued from Page 2
EPA ID Number (copy from Item I of Form 1)
NCR000139683
VII. Dischar•e Information
A,B,C, & D: See instruction before proceeding. Complete one set of tables for each outfall. Annotate the outfall number
Tables Vii-A, VII-B, and VII-C are included on separate sheets numbered VII-1 and VII-2.
in the space provided.
E. Potential discharges not covered by analysis - is any toxic pollutant listed in table 2F-2, 2F-3, or 2F-4, a substance
substance which you currently use or manufacture as an intermediate or final product or byproduct? _
Yes (list all such pollutants below)
or a component of a
No (go to Section IX)
Oil and Grease, Nitrate -Nitrite, TKN, Phosphorous, Acetaldehyde, Allyl alcohol,
Acrolein, Mercury, Carbon Tetrachloride, Tetrachloroethylene, Cobalt compounds,
Chloride
VIII. Biolo • Ical Toxic' t Testin • Data
Do you have any knowledge or reason to believe that any biological test for acute or chronic toxicity
on a receiving water in relation to your discharge within the last 3 years?
1 Yes (list all such pollutants below)
Formaldehyde,
Chloroform,
has been made on
Xylene,
Methylene
any of your discharges or
No (go to Section IX)
U
IX. Contract anal sis Information
Were any of the analysis reported in item VII performed
by a contract laboratory or consulting firm?
number of, and pollutants C
or firm below)
No (go to Section X)
1 Yes (list the name, address, and telephone
analyzed by, each such laboratory
A. Name
B. Address
C. Area Code & Phone No.
D. Pollutants Analyzed
1) STL North Canton
2) Environment 1, Incorporated
X. Certification
1 certify under penalty of law that
supervision in accordance with a system
the information submitted. Based on
directly responsible for gathering
belief, true, accurate, and complete.
including the possibility of fine and
4101 Shuffel Drive NW
North Canton, OH 44720
P.O. Box 7085
114 Oakmont Drive
Greeneville, NC 27835
this document and all attachments
designed to assure that
my inquiry of the person or persons
the information, the information
l am aware that there are significant
imprisonment for knowing violations.
[phone]
[phone]
were prepared under
qualified personnel properly
who manage the system
submitted is, to the best
penalties for submitting
All except fecal
Coliform analysis
Fecal coliforms
only
my direction or
gather and evaluate
or those persons
of my knowledge and
false information,
A. Name & Official Title (type or print)
Tom Caudle - Vice P,'dent
B. Area Code and Phone No.
[phone]
C. Signature Jam. ,- "
D. Date Signed
//—e f %t.
EPA Form 3510-2F (Rev. 1-92)
Page 3 of 3

EPA ID Number (copy from Item I of Form 1)
NCR000139683
Form Approved. OMB No. 2040-0086
Approval expires 5-31-92
VII. Discharge Information (Continued from page 3 of Form 2F)
Part A - You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See
instructions for additional details.
Pollutant
And
CAS Number
(if available)
Maximum Values
(include units)
Average Values
(include units)
Number
Of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 30
Minutes
Flow -weighted
Composite
Grab Sample
Taken During
First 30
Minutes
Flow -weighted
Composite
Oil & Grease
See Table 1
N/A
N/A
N/A
N/A
N/A
Biological Oxygen
Demand (BOD5)
See Table 1
N/A
N/A
N/A
N/A
N/A
Chemical Oxygen
Demand (COD)
See Table 1
N/A
N/A
N/A
N/A
N/A
Total Suspended
Solids (TSS)
See Table 1
N/A
N/A
N/A
N/A
N/A
Total Organic
Nitrogen
See Table 1
N/A
N/A
N/A
N/A
N/A
Total
Phosphorus
See Table 1
N/A
N/A
N/A
N/A
N/A
pH
See Table 1
N/A
N/A
N/A
N/A
N/A
Part B - List each pollutant that is limited in an effluent guideline which the facility is subject o or any pollutant listed in the facility's NPDES
permit for its process wastewater (if the facility is operating under an existing NPDES permit). Complete one table for each outfall.
See the instructions for additional details and requirements.
Pollutant
And
CAS Number
(if available)
Maximum Values
(include units)
Average Values
(include units)
Number
Of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 30
Minutes
Flow -weighted
Composite
Grab Sample
Taken During
First 30
Minutes
Flow -weighted
Composite
See
Additional
Information
Sheet
Section
VII.Part B
See
Also
Table 1
EPA Form 3510-2F (Rev. 1-92)
Page VII-1
Continue on Reverse

Continued from the Front
Part C - List each pollutant shown in Tables 2F-2, 2F-3, and 2F-4 that you know or have reason to believe is present. See the instructions for
additional details and requirements. Complete one table for each outfall.
Pollutant
And
CAS Number
(if available)
N/A Stormwater only
Maximum Values
(include units)
Grab Sample
Taken During
First 30
Minutes
Flow -weighted
Composite
Average Values
(include units)
Grab Sample
Taken During
First 30
Minutes
Flow -weighted
Composite
Number
Of
Storm
Events
Sampled
for additional outfalls
N/A
N/A
N/A
NIA
N/A
Sources of Pollutants
N/A
Part D - Provide data for the storm event(s) which resulted in the maximum values for the flow weighted composite sample.
1. 3.
Date of
Storm Event
2.
Duration
of Storm Event
(in minutes)
Total rainfall
during storm event
(in inches)
07/14/05
07/14/05
07/14/05
180
180
180
0.65
0.65
0.65
Note: Listed data are for
grab samples only.
7. Provide a description of the method of flow measurement or estimate.
4.
Number of hours between
beginning of storm meas-
ured and end of previous
measurable rain event
306
306
306
5.
Total flow from
rain event
(gallons or specify units)
182,948 gal Ou tfall 004
467,205 gal Outfall 005
285,864 gal Ou tfall 006
Rational Method based on analysis of land cover type, specific outfall drainage subareas of local watershed,
established runoff coefficients, and precipitation data obtained from plant personnel at the Industrial
Wastewater Treatment Plant and from the State Climate Office of North Carolina.
EPA Form 3510-2F (Rev. 1-92) Page VII-2

Discharge Characteristics
Rainfall duration
Total rainfall
O&G - N-Hexane Extractable
BOD5
COD
Total suspended solids
Total organic nitrogen
Total phosphorus
pH - Lab
pH - Field
Fecal coliform
Arsenic
Cadmium
Chromium
Cobalt
Copper
Lead
Mercury
Nickel
Selenium
Silver
Zinc
Acetaldehyde
Acrolein
Ally' alcohol
Formaldehyde
Xylenes (total)
1,1-biphenyl
2-methylphenol
4-methylphenol
bis (2-Ethylhexyl) phthalate
Acetone
2-Butanone
Toluene
Caprolactam
Dibenzofuran
Phenol
Units
minutes
inches
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
Standard units
Standard units
(MF)/100 mL
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
mg/L
ug/L
mg/L
mg/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
TABLE 1
UNIFI KINSTON LLC
NCDENR APPROVED PARAMETER LIST
SAMPLING DATA FOR SDO-004, SDO-005, AND SDO-006
Current Permit Requirements September 2004 sampling results
Sample ActuTor
Type Outfall 001 Outfall 002 Outfall 003 Anticipated Limit Outfall 004 Outfall 005 Outfall 006 Outfall 004 Outfall 005 Outfall 006 Trip Blank (VOC)
210 210 210
0.65 0.65 0.65
30 CO NA NA NA ND (5) ND (5) ND (5) NA
L 193.8 lb/ dy L-MA NA NA NA ND (2) 5 J 19 J NA
120 CO NA NA NA ND (10) 45.0 52.6 NA
L 100 CO NA NA NA ND (4) 20 14 NA
M M M M 2 B 2 B 420 NA
L L L 2.0 L-QA ND (0.1) 1.33 2.33 0.09 B 0.9 3.0 NA
L L L 6.0 to 9.0 7.1 J 6.7J 7.7 J NA
L L L 6.0 to 9.0 7.3 6.9 7.0 NA
M 1,000/100 ml CO 137 5400 310 NA
July 2005 sampling results
GC
GC
GC
GC
GC
GC
GC
GC
GC
Metals
Metals
Metals
Metals
Metals
Metals
Metals
Metals
Metals
Metals
Metals
VOCs
VOCs
VOCs
VOCs
VOCs
SVOCs
SVOCs
SVOCs
SVOCs
VOCs
VOCs
VOCs
SVOCs
SVOCs
SVOCs
L
L
L
L
L
50 SW
L L 2.0 L-SW
L M 50 L-SW
M M
M M 7.O SW
L L 25 L-SW
L L 0.012 L-SW
L L 88 L-SW
L L 5.0 L-SW
M M .06 SW
M M 50 SW
Notes:
B - Below analytical reporting limit. Considered estimated concentration
J - Below analytical reporting limit. Considered estimated concentration
L - Current permit has established limit for parameter.
M - Current permit has monitoring only requirement.
NA - Parameter not analyzed.
ND - Parameter not detected.
# - This value represents a probable combination of 3-Methylphenol (m-cresol and 4-methylphenol (p-cresol
M
M
M
M
M
M
M
M
ND (10) 3.2 B ND (10) ND (10) ND (10) ND (10) NA
0.33 B ND (5) ND (5) ND (5) ND (5) ND (5) NA
1.1 B 6.2 1.9 B ND (10) 2.4 B ND (10) NA
ND (5) 1.6 B ND (5) ND (50) ND (50) ND (50) NA
11.2 2.6 B ND (5) ND (25U) ND (25U) ND (25U) NA
17 ND (3) ND (3) 4.5 1.9 B ND (3) NA
ND (0.2) ND (0.2) ND (0.2) ND (0.20) ND (0.20) ND (0.20) NA
2.7 B 2.9 B 1.6 B ND (40) 3.5 B 2.3 B NA
ND (5) ND (5) ND (5) ND (5) ND (5) ND (5) NA
ND (5) ND (5) ND (5) ND (10) ND (10) ND (10) NA
197 8.4 B 5.2 B ND(66.4U) ND (59.3U) ND (20) NA
NA NA NA ND (5) ND (5) ND (5) NA
NA NA NA ND (20) ND (20) ND (20) ND (20)
NA NA NA ND (5) ND (5) ND (5) NA
NA NA NA 0.0038 J 0.0044 J 0.010 J NA
ND (0.5) ND (0.5) ND (0.5) ND (2) ND (2) ND (2) ND (2)
ND (10) ND (10) 66 ND (10) ND (10) 6.6 J NA
ND (10) ND (10) 21 ND (10) ND (10) 9.1 J NA
ND (10) ND (10) 18 ND (10) ND (10) 0.83 J,# NA
2.352 lb/ dy L-DM NA NA NA ND (10U) ND (10U) ND (10U) NA
NA NA NA ND (10) ND (10) 29 ND (10)
NA NA NA ND (10) ND (10) 1.2 J ND (10)
0.219lb/ dy L-DM NA NA NA ND (1) ND (1) ND (1) 0.32 J
NA NA NA ND (10) ND (10) 1.0 J NA
NA NA NA ND (10) ND (10) 0.59 J NA
0.219lb/ dy L-DM NA NA NA ND (10) ND (10) 24 NA
SW - Surface Water Quality Standard
CO - Cutoff Concentration (Typical)
MA - Montly Average
QA - Quarterly Average
DM - Daily Maximum
* - The toluene result for SDO-6 is qualified as non -detect because the associated
trip blank yielded a toluene detection of 0.32 ug/L
U - The analyte is non -detect with the associated value
being the quantitation limit
CRA 37006 Final Resubmittal T1 10-10-05.xls

TABLE 2
Page 1 of 12
UPDATED 09/20/05
Description (Tank No.)
TYPES OF PRODUCTS STORED AND POTENTIAL STORAGE VOLUME
UNIFI KINSTON LLC FACILITY
MAP Alternate tank Volume Type of Oil or
(gal) Chemical
ID #
Type of Containment
Valves or Drains present?
Are they or can they be
locked?
Direction of Potential Spill?
MAIN STORAGE TANK (6027)
1
300
1,000,000
#6 Fuel Oil
Earth Dike - with sump
Y
Release to ground surface
after test
S or E
POWER HOUSE NORTH DAY TANK (6025)
2
298
12,000
#6 Fuel Oil
Concrete Block Dike
Y
Release to ground surface
after test
S
POWER HOUSE SOUTH DAY TANK (6026)
2
299
12,000
#6 Fuel Oil
Concrete Block Dike
Y
Release to ground surface
after test
S
POWER HOUSE TANK -
USED AS O/ W SEPARATOR FOR MAIN TANK
18
940
# 6 Fuel &
Water
Concrete Block Dike
Y
Y
Released to ground surface
after test
S
FACTORY ENGINE ROOM WEST DAY TANK (6001)
6
257
3,500
#6 Fuel Oil
Concrete Block Dike
Sump pump, test, release to
process sewer
Sump pump
to SW sewer
FACTORY ENGINE ROOM EAST DAY TANK (6002)
6
258
3,500
#6 Fuel Oil
Concrete Block Dike
Sump pump, test, release to
process sewer
Sump pump
to SW sewer
EMERGENCY FIRE PUMP (6021)
4
293
270
Diesel Fuel
Double Walled Steel Tank
N
A spill or leak would consist
primarily of fuel and be
disposed of accordingly
S
NEW DETROIT EMERGENCY FIRE PUMPS
NORTH TANK (NEW)
17
550
Diesel Fuel
Concrete
(inside building)
N
A spill or leak would consist
primarily of fuel and be
disposed of accordingly
W inside bldg
on concrete floor
SOUTH TANK (NEW)
17
550
Diesel Fuel
Concrete
(inside building)
N
A spill or leak would consist
primarily of fuel and be
disposed of accordingly
W inside bldg
on concrete floor
EMERGENCY GENERATOR (6019)
7
290
400
Diesel Fuel
Stainless Steel Dike
Y
N
Release to ground surface
after test
S
CRA 37006 Final Resubmittal T210-10-05.xis

TABLE 2
Page 2 of 12
UPDATED 09/20/05
Description (Tank No.)
TYPES OF PRODUCTS STORED AND POTENTIAL STORAGE VOLUME
UNIFI KINSTON LLC FACILITY
MAP Alternate tank Volume Type of Oil or
(gal) Chemical
ID #
Type of Containment
Valves or Drains present?
Are they or can they be
locked?
Direction of Potential Spill?
VEHICLE AND MAINTENANCE REFILL STATION
NORTH TANK 1 (6016)
11
285
550
Diesel Fuel
Concrete Block Dike
N
Dike content inspected, then
either released to process
sewer or pumped into
drums
S to ditched storm sewer
drain.
Gravel overburden.
SOUTH TANK 1 (6017)
11
286
550
Diesel Fuel
Concrete Block Dike
N
Dike content inspected, then
either released to process
sewer or pumped into
drums
S to ditched storm sewer
drain.
Gravel overburden.
VEHICLE REFILL STATION (6015)
11
284
550
Kerosene
Concrete Block Dike
N
Dike content inspected, then
either released to process
sewer or pumped into
drums
S to ditched storm sewer
drain.
Gravel overburden.
NORTH TANK 2 (6013)
11
282
550
Gasoline
Concrete Block Dike
N
Dike content inspected, then
either released to process
sewer or pumped into
drums
S to ditched storm sewer
drain.
Gravel overburden.
SOUTH TANK 2 (6014)
11
283
550
Gasoline
Concrete Block Dike
N
Dike content inspected, then
either released to process
sewer or pumped into
drums
S to ditched storm sewer
drain.
Gravel overburden.
TRANSFER STATIONS - LOADING AND UNLOADING AREAS
VEHICLE REFILL STATION
Loading and Unloading Area
11
NA
Gasoline
Diesel
Kerosene
None
(not practicable due to locational
constraints)
N
S to ditched storm sewer
drain.
Gravel overburden.
EMERGENCY FIRE PUMP (6021)
Loading and Unloading Area
4
NA
Diesel Fuel
None
Release during fueling to go to
retention pond in Basin D.
Procedure developed to assure
valve at retention pond is closed
prior to transfer operations
N
A spill or leak would consist
primarily of fuel and be
disposed of accordingly
S
NORTH/SOUTH TANK (NEW DETROIT)
Loading and Unloading Area
17
NA
Diesel Fuel
None
N
Procedure in place to assure
that potential spill drains
into process sewer or
retention pond
S
CRA 37006 Final Resubmittal T210-10-05.xls

TABLE 2
Page 3 of 12
UPDATED 09/20/05
Description (Tank No.)
TYPES OF PRODUCTS STORED AND POTENTIAL STORAGE VOLUME
UNIFI KINSTON LLC FACILITY
MAP Alternate tank Volume Type of Oil or
(gal) Chemical
ID #
Type of Containment
Valves or Drains present?
Are they or can they be
locked?
Direction of Potential Spill?
FUEL OIL NO. 6 TRANSFER STATION
8
NA
#6 Fuel Oil
Paved Unloading Ramp - with
sump
N
Pumped to process sewer
after inspection
SW
FUEL OIL NO. 2 TRANSFER STATION
14
NA
#2 Fuel Oil
None
(not practicable due to locational
constraints)
N
SW
FINISHING OIL TRANSFER STATION
23
NA
Cottonseed Oil
None
N
N
DOWTHERM UNLOADING AREA - Tank truck
43
AOC 103C
NA
Dowtherm
Dike
Y
Spills would collect in sump
connected to process sewer
S
DOWTHERM UNLOADING AREA - Railcar station
44
AOC 103D
NA
Dowtherm
Sump
Y
Pump to process sewer.
Dowtherm loading and
unloading area not in
service
S
NEW VAPORIZERS ALTERNATE FUEL
Loading and Unloading Area
3
NA
#2 Fuel Oil
None.
Concrete Pad
(not practicable due to locational
N
NW
Drain to SW sewer
constraints)
ADDITIONAL TANKS & OIL CONTAINING EQUIPMENT
YARN SIDE FURNACE (4002) - OIL RESERVOIR
5
23
6,000
#2 Fuel Oil
Concrete Dike
Y
N (gate valve)
Drain to ground surface
E or S on
gravel overburden
NEW VAPORIZERS ALTERNATE FUEL TANK (NEW)
3
308
130,000
#2 Fuel Oil
Concrete Dike
Visually inspect then
discharge to ground surface
NW
Drain to SW sewer
TANK A (STAPLE SHIPPING)
13
A
532
#2 Fuel Oil
Concrete
N
Released to ground surface
after testing
NE
FER AIR COMPRESSOR - OIL RESERVOIR
22
14
150
Lubricating
None
N
W: External storage
above gravel overburden
FER AIR COMPRESSOR - OIL RESERVOIR
22
16
150
Lubricating
None
N
W: External storage
above gravel overburden
OIL -FILLED TRANSFORMERS
CP&L BANK NO. 1
24
1
6,265
SAE 15 ,Non -
detergent
None
Concrete Drip Pad
N
N or W
Ditched
CRA 37006 Final Resubmittal T210-10-05.xis

TABLE 2
Page 4 of 12
UPDATED 09/20/05
Description (Tank No.)
TYPES OF PRODUCTS STORED AND POTENTIAL STORAGE VOLUME
UNIFI KINSTON LLC FACILITY
MAP Alternate tank Volume Type of Oil or
(gal) Chemical
ID #
Type of Containment
Valves or Drains present?
Are they or can they be
locked?
Direction of Potential Spill?
CP&L BANK NO. 2
24
2
6,265
SAE 15 ,Non -
detergent
None
Concrete Drip Pad
N
N or W
Ditched
CP&L BANK NO. 3
24
3
10,505
SAE 15 ,Non -
detergent
None
Concrete Drip Pad
N
N or W
Ditched
CP&L BANK NO. 4
24
4
10,505
SAE 15 ,Non -
detergent
None
Concrete Drip Pad
N
N or W
Ditched
SUBSTATION 12A
25
12A
1,030
SAE 15 ,Non -
detergent
None
Concrete Drip Pad
N
S or E
SUBSTATION 12B
25
12B
1,030
SAE 15 ,Non -
detergent
None
Concrete Drip Pad
N
S or E
SUBSTATION RR
26
RR
375
SAE 15 ,Non -
detergent
None
Concrete Drip Pad
N
S or E
SUBSTATION TT
26
TT
1,285
SAE 15 ,Non -
detergent
None
Concrete Drip Pad
N
S or E
SUBSTATION UU
26
UU
1,285
SAE 15 ,Non -
detergent
None
Concrete Drip Pad
N
S or E
OTHER STORAGE >55 GALLON CAPACITY. INCLUDE DRUMS, MOBILE CONTAINERS, ETC.
DUPONT HAZARDOUS WASTE STORAGE AREA
Note: Currently undergoing closure as of 09/01/05
15
-5500 max
Used Oil
Grated troughs feed into
concrete lift pad with sump
N DRAIN Valve sump and
trough collection must be
pumped out Gated and
Locked Facility
NW
UNIFI < 90 DAY ACCUMULATION AREA
30
—8250 max
Varies
Material stored in drums and
placed on spill spill pallets
located inside building on sealed
concrete floor
N
NW
L-525 (TANK FARM 10)
31
10
10,000
Finish Oil
(cottonseed oil)
Combination concrete wall and
earthen banks; clay and rock
floor tank on concrete pad
Y
Dike content discharged to
process sewer
N
L-357 (TANK FARM 12)
31
8,000
Finish Oil
Concrete wall; clay and rock
floor tank on concrete pad
Y
Dike content discharged to
process sewer
N
WASTE FINISH (TANK FARM 50)
31
4,000
Waste Finish
Oil
Earthen Clay & Rock
Y
Dike content discharged to
process sewer
N
CRA 37006 Final Resubmittal T210-10-05.xis

TABLE 2
Page 5 of 12
UPDATED 09/20/05
Description (Tank No.)
TYPES OF PRODUCTS STORED AND POTENTIAL STORAGE VOLUME
UNIFI KINSTON LLC FACILITY
MAP Alternate tank Volume Type of Oil or
(gal) Chemical
ID #
Type of Containment
Valves or Drains present?
Are they or can they be
locked?
Direction of Potential Spill?
K-7164 (TANK FARM - FINISH OIL)
32
8,000
Finish Oil
Concrete wall
Cement floor
Y
Dike content inspected then
discharged through valve to
cement ditch to process
sewer
N
INDUSTRIAL WASTE FINISH OIL TANK & SUMP
10
223
10,000
Waste Finish
Oil
Concrete Block Dike
Y
Dike content inspected then
discharged through valve to
cement ditch to process
sewer
E
YARN FINISH
9
240
6,000
Finish Oil
Gravel/Clay Dike
Y
Yarn finish pump used to
pump to Oil Seperator and
then to process sewer
W
WASTE FINISH OIL SEPARATOR
27
Shown on Map
6,500
Waste Finish
Oil
Concrete Dike - with sump
N
Pumped to process sewer
after visual inspection
N
PCB STORAGE AREA
34
—220 max
Light Oil /Tar
Ballasts
Spill Pallet Containment
(interior storage)
N
Tested and pumped out to
process sewer
E
TRUCK SHOP USED OIL STORAGE
29
—220 max
Used Oil
Spill Pallet Containment
(interior storage)
N
Tested and pumped out to
process sewer
RECYCLING FINISHING OIL TANK TRUCK - SOUTH
35
6,600
Finishing Oil
Concrete Dike.
N
Pumped to ground surface
or process water after
inspection
S
Toward storm drain
Block mats in place during
transfers
DOWTHERM FER STORAGE TANK
36
4,500
Dowtherm
Concrete Block Dike
Sump
Pumped to process sewer
after test
S
TANK FARM STORAGE TANK
37
18,000
Dowtherm
Dike
Drain to process after test
NW
DOW COND REC NO. 1
38
8,000
Dowtherm
Common Concrete Dike
Y
Plugged drain. Water
pumped to process sewer
S
DOW COND REC NO. 2
38
8,000
Dowtherm
Common Concrete Dike
Process after test
S
DOW COND REC NO. 3
38
8,000
Dowtherm
Common Concrete Dike
Process after test
S
CRA 37006 Final Resubmittal T210-10-05.xis

TABLE 2
Page 6 of 12
UPDATED 09/20/05
Description (Tank No.)
TYPES OF PRODUCTS STORED AND POTENTIAL STORAGE VOLUME
UNIFI KINSTON LLC FACILITY
MAP Alternate tank Volume Type of Oil or
(gal) Chemical
ID #
Type of Containment
Valves or Drains present?
Are they or can they be
locked?
Direction of Potential Spill?
DOW DRAIN TANK NO. 1
38
4,000
Dowtherm
Common Concrete Dike
Process after test
S
DOW DRAIN TANK NO. 2
38
4,000
Dowtherm
Common Concrete Dike
Process after test
S
DOW LOOP SEAL TANK
38
500
Dowtherm
Common Concrete Dike
Process after test
S
DIRTY DOW STORAGE TANK
39
9,000
Dowtherm
Dike
Process after test
S
WASTE DOWTHERM DRUM STORAGE AREA,
VAPORIZERS
40
SWMU 59
440
Dowtherm
None
Direct drain to process
sewer
S
WASTE DOWTHERM DRUM STORAGE AREA,
RECLAMATION UNIT
41
SWMU 60
500
Dowtherm
Dike
Process after test
S
DOWTHERM VAPORIZERS
42
AOC 89
8 @ 1500
Dowtherm
Common Concrete Dike
Y
Drain connected to process
sewer. Discharge to process
after visual inspection
S
ABOVE GROUND PIPING
—300 gallons
#6 Fuel Oil
None
N
Spills would flow onto
ground and gravel beneath
Varies
Y4/5 CP/SPIN DOWTHERM CONDENSATE RECEIVER
(OUTDOOR)
19
3,500 gal
Dowtherm &
Water
Concrete Dike
Y
Plugged Drain
Water pumped to storm
drain following inspection.
Dowtherm pumped into
drums
E
TPA1 DOWTHERM CONDENSATE RECEIVER (IN
BUILDING WITH OPEN SIDES)
34
4,000 gal
Dowtherm &
Water
Concrete Dike
Y
Plugged Drain
Water pumped to storm
drain following inspection.
Dowtherm pumped into
drums
W
TPA2 DOWTHERM CONDENSATE RECEIVER (IN
BUILDING WITH OPEN SIDES)
34
4,000 gal
Dowtherm &
Water
Concrete Dike
(directly under 1st floor)
Open sump -no drain.
Water pumped to storm
drain following inspection.
Dowtherm is pumped from
dike into drums
W
CRA 37006 Final Resubmittal T210-10-05.xis

TABLE 2
Page 7 of 12
UPDATED 09/20/05
Description (Tank No.)
TYPES OF PRODUCTS STORED AND POTENTIAL STORAGE VOLUME
UNIFI KINSTON LLC FACILITY
MAP Alternate tank Volume Type of Oil or
(gal) Chemical
ID #
Type of Containment
Valves or Drains present?
Are they or can they be
locked?
Direction of Potential Spill?
Y6 SPIN. LOW PRESSURE CONDENSATE RECEIVER (IN
BUILDING)
33
4,000 gal
Dowtherm &
Water
Shared Below Grade Level
Concrete Dike
No Drain.
Contents must be pumped
from dike into drums
following inspection
E
Y7 Spin. LOW PRESSURE CONDENSATE RECEIVER (IN
BUILDING)
33
4,000 gal
Dowtherm &
Water
Shared Below Grade Level
Concrete Dike
No Drain.
Contents must be pumped
from dike into drums
following inspection
E
Y6 HIGH PRESSURE CONDENSATE RECEIVER
(OUTSIDE)
25
4,000 gal
Dowtherm &
Water
Shared Concrete Dike
Y
Plugged drain
Water pumped to storm
drain following inspection.
Dowtherm pumped into
drums
S or E
Y7 HIGH PRESSURE CONDENSATE RECEIVER
(OUTSIDE)
25
4,000 gal
Dowtherm &
Water
Shared Concrete Dike
Y
Plugged Drain
Water pumped to storm
drain following inspection.
Dowtherm pumped into
drums
S or E
DOW RECEIVER 3G
45
85
Dowtherm
Shared Dike
Y
Inside Bldg.to Process Sewer
DOW VENT RECEIVER
45
85
Dowtherm
Shared Dike
Y
Plugged drains and to
process sewer
DOW CONDENSATE RECEIVER
45
978
Dowtherm
Dike
Y
Plugged drains and to
process sewer
DOW HIGH PRESSURE RECEIVER
45
370
Dowtherm
Shared Dike
Y
Plugged drains and to
process sewer
DOW STORAGE TANK
45
587
Dowtherm
None
Y
Plugged drains and to
process sewer
DOW BLOW OFF TANK
45
340
Dowtherm
Dike
Y
Plugged drains and to
process sewer
DOW FLA REBOILER
45
314
Dowtherm
Shared Dike
Y
Plugged drains and to
process sewer
CRA 37006 Final Resubmittal T210-10-05.xis

TABLE 2
Page 8 of 12
UPDATED 09/20/05
Description (Tank No.)
TYPES OF PRODUCTS STORED AND POTENTIAL STORAGE VOLUME
UNIFI KINSTON LLC FACILITY
MAP Alternate tank Volume Type of Oil or
(gal) Chemical
ID #
Type of Containment
Valves or Drains present?
Are they or can they be
locked?
Direction of Potential Spill?
DOW FLA/LOOPSEAL REBOILER
45
61
Dowtherm
None
Y
Plugged drains and to
process sewer
DOW FIN. REBOILER
45
132
Dowtherm
Shared Dike
Y
Plugged drains and to
process sewer
MON. LINE DOW TANK
45
212
Dowtherm
Shared Dike
Y
Plugged drains and to
process sewer
REACTOR DOW TANK
45
212
Dowtherm
Shared Dike
Y
Plugged drains and to
process sewer
DOW TRANSFER LINE TANK
45
225
Dowtherm
None
N
Plugged drains and to
process sewer
TL PANCAKE HEATER
45
68
Dowtherm
None
N
Process sewer
POL. PUMP DOW BOILER
45
267
Dowtherm
None
N
Process sewer
WASTE DOW DRUM (12' LEVEL)
45
55
Dowtherm
Shared Dike
Y
Process sewer
WASTE DOW DRUM (0' LEVEL)
45
55
Dowtherm
Dike
Y
Inside Bldg.to Process Sewer
WASTE DOW DRUM (24' LEVEL)
45
55
Dowtherm
Shared Dike
Y
Inside Bldg.to Process Sewer
DOW BOILER 1 TL
45
81
Dowtherm
None
Y
Plugged drains and to
process sewer
DOW BOILER 2
45
82
Dowtherm
None
Y
Plugged drains and to
process sewer
DOW BOILER 4
45
82
Dowtherm
Dike
Y
Plugged drains and to
process sewer
DOW BOILER 5
45
82
Dowtherm
Dike
Y
Plugged drains and to
process sewer
CRA 37006 Final Resubmittal T210-10-05.xis

TABLE 2
Page 9 of 12
UPDATED 09/20/05
Description (Tank No.)
TYPES OF PRODUCTS STORED AND POTENTIAL STORAGE VOLUME
UNIFI KINSTON LLC FACILITY
MAP Alternate tank Volume Type of Oil or
(gal) Chemical
ID #
Type of Containment
Valves or Drains present?
Are they or can they be
locked?
Direction of Potential Spill?
DOW BOILER 6
45
75
Dowtherm
None
Y
Plugged drains and to
process sewer
DOW BOILER 9
45
181
Dowtherm
None
Y
Plugged drains and to
process sewer
DOW BOILER 10
45
75
Dowtherm
None
Y
Plugged drains and to
process sewer
FLASH V/L RE -BOILER
45
113
Dowtherm
None
N
Plugged drains and to
process sewer
LIQUID DOW CONDENSATE RETURN LINES - LOCATIONS INDICATED ON FIGURE 3
Y6/7 INSIDE TANK TO HEADER
20
35
Dowtherm
None
N
Not defined
Y6/7 OUTSIDE TANK TO HEADER
20
21
Dowtherm
None
N
Not defined
TPA1 TANK TO FACTORY ENGINE ROOM
34
931
Dowtherm
None
N
Not defined
TPA2 TANK TO HEADER
34
150
Dowtherm
None
N
Not defined
Y5 TANK TO FACTORY ENGINE ROOM
19
1,550
Dowtherm
None
N
Not defined
Y6/7 & TPA HEADER TO FACTORY ENGINE ROOM
20
1,761
Dowtherm
None
N
Not defined
TPA2 TO Y6/7 DOW JACKETED OLIGOMER LINE
20
517
Dowtherm
None
N
Not defined
RAW MATERIALS, WASTES, AND OTHER REGULATED CHEMICALS
ETHYLENE GLYCOL (EG)
SOLUTION PREP TANK FARM
10
3
65,000
Liquid
Common Concrete Block Dike
Tanks 1-8
Y
Y
N
ETHYLENE GLYCOL (EG)
SOLUTION PREP TANK FARM
10
7
150,000
Liquid
Common Concrete Block Dike
Tanks 1-8
Y
Y
N
CRA 37006 Final Resubmittal T210-10-05.xis

TABLE 2
Page 10 of 12
UPDATED 09/20/05
Description (Tank No.)
TYPES OF PRODUCTS STORED AND POTENTIAL STORAGE VOLUME
UNIFI KINSTON LLC FACILITY
MAP Alternate tank Volume Type of Oil or
(gal) Chemical
ID #
Type of Containment
Valves or Drains present?
Are they or can they be
locked?
Direction of Potential Spill?
ETHYLENE GLYCOL (EG)
SOLUTION PREP TANK FARM
10
8
150,000
Liquid
Common Concrete Block Dike
Tanks 1-8
Y
Y
N
ETHYLENE GLYCOL (EG)
SOLUTION PREP TANK FARM
10
9
300
Liquid
Common Concrete Block Dike
Tanks 1-8
Y
Y
N
ETHYLENE GLYCOL (EG)
SOLUTION PREP TANK FARM
31
30
10,000
Liquid
Common Concrete Block Dike
Tanks 30-35
Y
Y
N
ETHYLENE GLYCOL (EG)
SOLUTION PREP TANK FARM
31
31
10,000
Liquid
Common Concrete Block Dike
Tanks 30-35
Y
Y
N
ETHYLENE GLYCOL (EG)
SOLUTION PREP TANK FARM
31
32
10,000
Liquid
Common Concrete Block Dike
Tanks 30-35
Y
Y
N
ETHYLENE GLYCOL (EG)
SOLUTION PREP TANK FARM
31
33
10,000
Liquid
Common Concrete Block Dike
Tanks 30-35
Y
Y
N
ETHYLENE GLYCOL (EG)
SOLUTION PREP TANK FARM
31
34
10,000
Liquid
Common Concrete Block Dike
Tanks 30-35
Y
Y
N
ETHYLENE GLYCOL (EG)
SOLUTION PREP TANK FARM
31
35
10,000
Liquid
Common Concrete Block Dike
Tanks 30-35
Y
Y
N
ETHYLENE GLYCOL (EG)
TPA FEED TANK
34
200
Liquid
None
Concrete Lift Pad
N
S
ETHYLENE GLYCOL (EG)
TPA FEED TANK
34
200
Liquid
None
Concrete Lift Pad
N
S
1,3 PROPANEDIOL (PDO)
SOLUTION PREP TANK FARM
10
1
65,000
Liquid
Common Concrete Block Dike
Tanks 1-8
Y
Y
N
1,3 PROPANEDIOL (PDO)
SOLUTION PREP TANK FARM
10
2
65,000
Liquid
Common Concrete Block Dike
Tanks 1-8
Y
Y
N
1,3 PROPANEDIOL (PDO)
SOLUTION PREP TANK FARM
10
5
65,000
Liquid
Common Concrete Block Dike
Tanks 1-8
Y
Y
N
1,3 PROPANEDIOL (PDO)
SOLUTION PREP TANK FARM
37
25
20,000
Liquid
Concrete Block Dike
Y
Y
N
CRA 37006 Final Resubmittal T210-10-05.xis

TABLE 2
Page 11 of 12
UPDATED 09/20/05
Description (Tank No.)
TYPES OF PRODUCTS STORED AND POTENTIAL STORAGE VOLUME
UNIFI KINSTON LLC FACILITY
MAP Alternate tank Volume Type of Oil or
(gal) Chemical
ID #
Type of Containment
Valves or Drains present?
Are they or can they be
locked?
Direction of Potential Spill?
1,3 PROPANEDIOL (PDO)
SOLUTION PREP TANK FARM
37
26
20,000
Liquid
Concrete Block Dike
Y
Y
N
1,3 PROPANEDIOL (PDO)
SOLUTION PREP TANK FARM
46
62
500,000
Liquid
None
N
N
1,3 PROPANEDIOL (PDO)
3 GT RECYCLE TANK 1
45
1,000
Liquid
None
N
S
1,3 PROPANEDIOL (PDO)
3 GT RECYCLE TANK 2
45
1,000
Liquid
None
N
S
METHANOL
SOLUTION PREP TANK FARM
44
20
33,000
Liquid
Common Concrete Block Dike
Tanks 20,23,24
Y
Y
N
METHANOL
SOLUTION PREP TANK FARM
44
23
170,000
Liquid
Common Concrete Block Dike
Tanks 20,23,24
Y
Y
N
METHANOL
SOLUTION PREP TANK FARM
44
24
170,000
Liquid
Common Concrete Block Dike
Tanks 20,23,24
Y
Y
N
DIMETHYL TETRAPHTHALATE (DMT)
SOLUTION PREP TANK FARM
46
61
500,000
Solid
(powder)
None
N
Heated © 140 deg C
Solidifies at Ambient
Temperature.
TERREPTHALIC ACID (TPA)
TPA SILO 1
34
TPA 1
1,400,000 lbs
Solid
(powder)
None
N
S/SW
TERREPTHALIC ACID (TPA)
TPA SILO 2
34
TPA 2
1,400,000 lbs
Solid
(powder)
None
N
S/SW
DIMETHYL TEREPHTHALATE (TPA) (DMT)
TPA RAILCARS
34
200,0001bs ea
Solid
(powder)
None
N
S/SW
TPA WASTEWATER
SOLUTION PREP TANK FARM
9
21
33,000
Liquid
Clay Walls & Gravel
Overburden
Y
Y
SW
TPA WASTEWATER
SOLUTION PREP TANK FARM
9
22
33,000
Liquid
Clay Walls & Gravel
Overburden
Y
Y
SW
TRIETHYLENE GLYCOL (TEG)
SOLUTION PREP TANK FARM
31
40
8,000
Liquid
Common Clay Wall and Gravel
Floor. Tank on Concrete Pad.
Y
Y
N
CRA 37006 Final Resubmittal T210-10-05.xis

TABLE 2
Page 12 of 12
UPDATED 09/20/05
Description (Tank No.)
TYPES OF PRODUCTS STORED AND POTENTIAL STORAGE VOLUME
UNIFI KINSTON LLC FACILITY
MAP Alternate tank Volume Type of Oil or
(gal) Chemical
ID #
Type of Containment
Valves or Drains present?
Are they or can they be
locked?
Direction of Potential Spill?
TRIETHYLENE GLYCOL (TEG)
SOLUTION PREP TANK FARM
31
41
8,000
Liquid
Common Clay Wall and Gravel
Floor. Tank on Concrete Pad.
Y
Y
N
TRIETHYLENE GLYCOL (TEG)
SOLUTION PREP TANK FARM
31
42
8,000
Liquid
Common Clay Wall and Gravel
Floor. Tank on Concrete Pad.
Y
Y
N
TRITETHYLENE GLYCOL (TEG)
SOLUTION PREP TANK FARM
32
43
8,000
Liquid
Concrete Wall, Cement Floor
Y
Y
N
DIETHYLENE GLYCOL
Y4/5 HOLDING TANK
19
10,000
Liquid
Concrete Dike
Y
Y
S
ALUMINIM SULFATE
SOLUTION PREP TANK FARM
27
275
Liquid
Plastic Lined Dike with Grate
N
Flow to sump at O/ W
Separator. Pumped to
process or OW separator
A-Z Waste Finishing Oil
27
8,500
Waste Finish
Oil
Concrete Dike
Y
Y
S/SW
SODIUM HYPCHLORITE
Y4/Y5 PVC TANK
19
2,000
Liquid
PVC Dike
Y
Y
S
SODIUM HYPOCHLORITE
Y6/Y7 PVC TANK
20
1,000
Liquid
PVC Dike
Y
Y
S
SODIUM HYDROXIDE
40% NaOH, 10% KOH, 50% H2O
Y4 SYNTHETIC TANK
19
500
Liquid
None
Concrete Floor
N
S
SODIUM HYDROXIDE
40% NaOH, 10% KOH, 50% H2O
TPA
34
8,000
Liquid
Doublewalled Construction with
Sight Glass
N
S
TITANIUM DIOXIDE
3 GT SLURRY TANK
45
500
Liquid
None
N
S
CRA 37006 Final Resubmittal T210-10-05.xis

TABLE 3
DETECTED COMPOUNDS FROM SEPTEMBER 2004 SURFACE WATER SAMPLING
UNIFI KINSTON LLC, NORTH CAROLINA
Analand
Method
Units
Location 9
37006-LRP9
Location 10
37006-LRP10
Current Permit
Limit
Outfall
Reference
General Chemistry
AMMONIA
E350.1
mg/L
0.929
12.5
NL
TKN
E351.2
mg/L
1.54
14.17
NL
NO3-NO2
E353.2
mg/L
NL
PHOSPHORUS
E365.4
mg/L
2.05
0.763
2 (QA)
002
CYANIDE
SW9012
ug/L
2.3 J
258.7
001
Metals
ALUMINUM
SW6010B
ug/L
247
146 J
NL
ANTIMONY
SW6010B
ug/L
4 J
4.7 J
NL
ARSENIC
SW6010B
ug/L
37.8
19.6
NL
BARIUM
SW6010B
ug/L
15.3 J
44.5 J
NL
CADMIUM
SW6010B
ug/L
0.43 J
0.39 J
2
002
CALCIUM
SW6010B
ug/L
11800
48300
NL
CHROMIUM
SW6010B
ug/L
2.4 J
1.7 J
50
002
COBALT
SW6010B
ug/L
0.71 J
1.1 J
NL
COPPER
SW6010B
ug/L
1.9 J
6.2
362.1
001
IRON
SW6010B
ug/L
31000
18900
NL
LEAD
SW6010B
ug/L
2.6 J
1.3 J
25
002
MAGNESIUM
SW6010B
ug/L
1700 J
5290
NL
MANGANESE
SW6010B
ug/L
224
331
NL
MERCURY
SW7470A
ug/L
MA
001
NICKEL
SW6010B
ug/L
1.7 J
88
002
POTASSIUM
SW6010B
ug/L
1280 J
4500 J
NL
SELENIUM
SW6010B
ug/L
3.3 3
3.8 J
5
002
SODIUM
SW6010B
ug/L
8410
5690
NL
VANADIUM
SW6010B
ug/L
1.4 J
1.2 J
NL
ZINC
SW6010B
ug/L
52.4
64.3
NL
SVOCs
1,1'-BIPHENYL
SW8270C
ug/L
NL
2-METHYLPHENOL
SW8270C
ug/L
NL
4-METHYLPHENOL
SW8270C
ug/L
NL
PHENOL
SW8270C
ug/L
MA
001
Notes:
J - Estimated quantity, detected below reporting limit.
NL - No Limit
QA - Quarterly Average
MA - Monthly Average Mass Loading (pounds per day)
001 - Permit limit for Outfall 001
002 - Permit limit for Outfalls 002 and 003
CRA 37006 Final Resubmittal T3 10-10-05

FORM 2F ADDITIONAL INFORMATION
UNIFI KINSTON LLC
ITEM II -A
The site has significant soil and groundwater contamination issues from past operating
and waste disposal activities that occurred while the Site was owned and operated by
DuPont. DuPont is completing investigations and corrective actions under a RCRA
Part-B permit, EPA ID Number: NCD003190386. The environmental condition of the
Site has been evaluated through several successive phases of environmental
investigations and corrective actions beginning in the 1980s and continuing through the
present time. Contaminants indicated during the investigations include the following
pollutants from Tables 2F-2 and 2F-3: Barium, Manganese, Arsenic, Chromium, Lead,
Mercury, Benzene, Chloroform, Methylene Chloride, Trichloroethylene, Anthracene,
Benzo(a)anthracene, Benzo(a)pyrene, Benzo(k)fluoranthene, Dibenzo(a,h)anthracene,
Chrysene, Fluroanthene, Fluorene, Phenanthrene, and Pyrene.
ITEM IV-B
Aboveground storage tanks (ASTs) are utilized at the Site for the storage of a variety of
significant materials including petroleum products, raw materials, and chemicals
utilized in conjunction with manufacturing. The majority of raw materials and other
chemicals associated with the manufacturing processes are stored in ASTs located
within an aboveground tank farm provided with secondary spill containment and a
concrete base. In addition, ASTs are used to store petroleum products which also have
secondary containment. A current list of AST tanks and other storage devices that
contain significant materials that could potentially allow exposure to stormwater is
provided in Table 2.
The facility uses No. 6 fuel oil, No. 2 fuel oil (diesel), gasoline, kerosene, various other
types of lubricating and hydraulic oils, cottonseed based finishing oils, and other raw
materials. The new and used oils are stored at the facility in ASTs, and/or are used in
electrical equipment, process, or operating equipment. Figure 3 shows the facility
layout, and provides the locations of each of the oil and chemical storage areas. Please
note that Figure 3 contains storage and industrial areas that are not exposed to
stormwater. Table 2 contains a list of storage and industrial areas that have currently
been identified for potential exposure to stormwater.
Fuel oil No. 6 is contained in a 1,000,000-gallon capacity AST (#300) in the Powerhouse
Area. Fuel oil No. 6 is pumped into two 12,000-gallon ASTs (#298 & #299) and into two
3,500-gallon ASTs (#257 & #258) for storage. Fuel oil No. 6 is also pumped through
heaters for use in boilers, vaporizers, and the Factory Engine Room. Fuel oil No.6 is

received at the facility by truck at a transfer station located to the northwest of Tank 300,
and is either pumped into storage or directly to the boilers and Factory Engine Room. A
940-gallon AST is used as an oil/water separator for Tank 300.
Fuel oil No. 2 (Diesel) is received at the facility by truck at a transfer station located
northeast of Tank 3, a 130,000-gallon AST. Diesel is stored for use at the facility in
several ASTs including the following:
• 270-gallon emergency fire pump AST (#293)
• two new 550-gallon Detroit emergency fire pump ASTs
• 400-gallon emergency generator AST (#290)
• 300-gallon AST (A);
• two 550-gallon vehicle refill tanks (#285 & #286)
• 6,000-gallon yarn side furnace AST (#23); and
• 130,000-gallon new vaporizers alternate fuel AST (#308).
Gasoline (#282 & #283) and kerosene (#284) are stored at the vehicle refill station in 550-
gallon ASTs.
Four oil -filled transformers, two 6,265-gallon (#1 & #2) and two 10,505-gallon (#3 & #4)
are in use at the facility; however, these transformers are owned and maintained by
Carolina Power & Light Company. The following facility -owned and maintained
substations are also in use: two 1,030-gallon (12A & 12B); one 375-gallon (RR), and two
1,285-gallon (TT & UU).
Lubricating and hydraulic oils are in use in the two outside Factory Engine Room (FER)
air compressors (Area 22) with each having a volume of 150 gallons.
New and waste finish oils are stored at the facility in both the industrial area and tank
farm area. Industrial finish oil is stored in a 10,000-gallon AST (Tank 223). Waste finish
oil is also contained in a 4,000-gallon capacity AST and is treated in a 6,500-gallon waste
finish oil separator in the tank farm area. Finish oil is stored in a 10,000-gallon AST (L-
525), an 8,000-gallon AST (L-357) and an 8,000-gallon AST (K7164) within the tank farm.
Raw materials and other chemicals associated with manufacturing processes are also
stored within the tank farm and industrial area. These materials include ethylene glycol;
1,3 propanediol; triethylene glycol; methanol; and dimethyl terephthalate (powder).
Pesticides, herbicides, soil conditioners, and fertilizers are not applied at the Site except
for the limited use of Parmitol and Roundup in landscaping activities.

The Kinston facility has two former landfills that have undergone soil cap construction
and have recently received approval for closure by the NCDENR Division of Waste
Management - Solid Waste Section. The two former landfills are commonly referred to
as the new Ash Landfill and the C&D Landfill. The new Ash Landfill primarily contains
ash and residue from the coal fired boiler operations conducted at the facility
powerhouse. The C&D Landfill was predominately used for the disposal of
construction and other debris. A third landfill, the original Ash Landfill, is located
adjacent to and due east of the new Ash Landfill and was closed during the mid 1970's.
It is considered to be a separate solid waste management unit of the facility.
ITEM IV C
Structural Controls
The facility uses a variety of structural control measures to prevent and minimize
exposure of significant materials to stormwater runoff or discharge. Table 2 provides
information regarding these structural measures in minimizing exposure to the
proposed stormwater outlets in this application for modification. In addition, the
facility has constructed a 1 million gallon containment pond upstream of Outfall 002 to
prevent the release of significant materials to surface waters in the event of a
catastrophic spill or as a result of water released to combat a major fire incident.
Table 2 provides a summary of discharge or drainage controls such as secondary
containment around containers and other structures. Potential spills occurring at most
oil containing or process chemical ASTs, would be contained in their respective
secondary containment areas. Accumulated liquids in the secondary containment areas
are visually inspected for the presence of oil prior to releasing the contents either onto
the ground surface or into the process sewer. Only valves of manual, open -and -closed
design are in use at the facility for the drainage of diked areas. If oil is present in a
secondary containment area, the accumulated oils would be removed, treated, and
disposed.
The hazardous waste area located at the Site is currently undergoing closure by Dupont.
The hazardous waste area contains grated drains that discharge into sumps with no
drainage or other conveyances in order to prevent access to stormwater. The sumps are
visually inspected and the contents are tested for various parameters prior to removing
water or other liquids.
The Plant wastewater going to the wastewater treatment facility is monitored constantly
by two total organic carbon analyzers. Alarms and diversion facilities are online to

direct any chemicals or oil detected to an emergency retention pond to prevent releases
of significant materials from reaching the Neuse River. Drainage waters are treated
continuously in one treatment unit. No pump transfer is necessary, as the lift pump is
installed permanently. The wastewater plant has recently experienced a substantial
reduction in flow which currently ranges between approximately 450,000 to 600,000
gallons/ day.
Nonstructural Controls
The Site employs a variety of nonstructural measures and Best Management Practices
(BMPs) to prevent or minimize potential exposure to stormwater runoff including the
use of:
1) Materials management practices including chemical tracking and inventory control;
2) SPCC Plan implementation and updates;
3) Implementation of a Hazard Communication Program;
4) Training programs, including written procedures, for the transfer, management, and
disposal of significant materials;
5) Operator -attended transfers of petroleum products and other significant materials;
6) Trained emergency response personnel and written response procedures; and
7) Inspection, testing, and recordkeeping practices for AST's and other storage devices
including oil containing equipment and secondary containment.
Based on the types and quantities of materials used and stored at the Site, the Kinston
facility is subject to Emergency Planning and Community Right -to -Know Act (EPCRA)
requirements. The facility has a system in place for tracking chemicals on Site through
use of a chemical inventory. Chemical spills are addressed by the Site emergency
response team in accordance with the Site Chemical Emergency Response Plan.
The Site has also implemented a Spill Prevention, Control and Countermeasures (SPCC)
Plan. In addition, the plant has a Hazard Communication program that describes the
systems used to review and manage chemicals on the Site. Hazard communication
training is conducted on an annual basis by Unifi personnel. Hazard labeling is
conducted for the bulk storage containers at the Site.
In the event of a release, the facility has trained personnel and equipment available to
contain and clean-up minor volumes of oil. On -site equipment and materials include
spill kits, shovels, and sorbent materials (booms, pads, etc.) that may be used to dike,
contain, and remove minor releases.

The managers of oil storage areas are responsible for properly instructing their
personnel in the operation and maintenance of equipment to prevent the discharge of
oil, and applicable pollution control laws, rules, and regulations.
At a minimum, training is conducted annually or whenever new spill regulations are
promulgated, existing operating systems are modified, personnel responsibilities
change, or the SPCC Plan is amended. Attendance rosters and other training records
will be maintained in the main office for a period no less than three years.
In case of a larger release, specific response procedures have been developed. As part of
these procedures, internal and external resources (contractors) have been identified to
assist facility personnel. These contractors have the capabilities to provide emergency
response, industrial power vacuuming, building decontamination, excavation,
earthmoving, and waste transportation and disposal services.
Oil storage tanks and other storage devices including secondary containment are
regularly inspected, maintained, and tested for integrity. ASTs containing oil, chemicals,
and raw materials are subjected to quarterly inspections as detailed on the Quarterly
Fuel Oil Storage Tank Inspection Report and other documents. Quarterly inspections
include observations for tank, valve, and line conditions; blank and locked out valve
use; dike or wall conditions; operation of level indicators; leak or spill evidence;
overhead pipe and support conditions; and availability of sorbent material. Above
ground oil tanks are also subjected to periodic integrity testing, which includes
observations for leaks, and inspection of bolts, washer gaskets, welds, seam rivets, and
piping where practicable. Visual observations also include an inspection of the footings
for signs of settling.
Each oil storage container is also evaluated during the semi-annual dike inspection for
evidence of corrosion or deterioration. All above ground valves and pipelines are
regularly examined by operating personnel at which time the general conditions of
items such as flange joints, expansion joints, valve glands and bodies, catch pans,
pipeline supports, locking of valves, and metal surfaces are assessed. In addition
periodic pressure testing for pipes in areas where facility drainage is such that a failure
might lead to a spill event is performed if warranted.
Tank truck transfer lines and liquid level sensing devices are also tested regularly. All
inspections and test results are recorded as to dates, time, results, and corrective
maintenance. Any defective item is promptly corrected.
All oil storage dikes are inspected semi-annually in accordance with the Kinston Plant
Dike Inspection Checklist. Semi-annual inspections include visually assessing the

integrity of the walls, floor, seals, pumps, pipelines, and related appurtenances. The
position of each drain valve is confirmed to be in the closed position. Each oil storage
container is also evaluated during the semi-annual inspection for evidence of corrosion
or deterioration.
All outdoor tank dikes, with the exception of the main No. 6 fuel oil dike, must be
drained of rainwater periodically. Water will not be collected to a level that personnel
safety is jeopardized when entering a dike. Prior to draining a dike, the liquid will be
visually inspected for the presence of oil. If no oil or sheen is apparent, the dike may be
drained. If oil or sheen is present, the plant Environmental Group will be contacted for
instructions. Records of inspections and tests are kept with the SPCC Plan for a period
of 3 years.
The main No. 6 fuel oil tank (Tank 300) has an earthen dike, so any rainwater that enters
the dike percolates into the soil. Any spill or leakage is manually removed from the
diked area.
Facility -owned transformers are observed during work shifts by Power House
operations personnel. Observations of the transformers include corrosion, staining or
leaking. These inspection records are kept with the SPCC Plan. The five facility -owned
transformers are subjected to annual tests by an external contractor, and are overhauled
every 5 years.
The utility -owned oil -containing transformers and load tap changers are inspected every
5 years by Carolina Power and Light (Progress Energy) substation maintenance crews.
Inspections include looking for oil leaks, checking oil levels and testing the oil as
needed. Maintenance is performed on the load tap changer by the substation
maintenance crew every 3 years or 100,000 operations, whichever comes first.
Maintenance activities include checking oil levels, checking for leaks, and oil
replacement. Maintenance is performed on oil and gas circuit breakers once every six
months, or less as determined by other factors. Maintenance activities include removing
and replacing the oil from the breakers.
Solid wastes generated at the Site are segregated and stored primarily in bulk form in
dumpsters, open -top lugger boxes, drums, and tanks. Solid waste, currently
temporarily managed on Site, consists of the wastewater treatment plant sludge, which
is thin spread on the Site to dry, in accordance with the Site NPDES permit, prior to
transportation and disposal at the Waste Industries, Inc. landfill in Bertie County, North
Carolina. The remaining solid wastes are all transported off Site for disposal.

The Site is a Small Quantity Generator (SQG) of hazardous waste. It has been assigned
EPA ID #NCD 003 190 386. There is little hazardous waste generated from the
production processes. Most of the generated waste consists of fluorescent light bulbs
and miscellaneous wastes from maintenance, cleaning of vessels, decommissioning
activities, and laboratory operations. All hazardous wastes are packaged, labeled, and
transported off Site using manifests with third party licensed hazardous waste
transporters. The Site has a number of oil storage and satellite accumulation areas and
one 90-day hazardous waste accumulation area that is maintained in a secure location
away from the Site production areas.
Treatment Processes
The facility also conducts a variety of treatment processes as part of manufacturing
operations including wastewater treatment at the industrial wastewater treatment plant
(IWWTP) that discharges to Outfall 001. The IWWTP is authorized to discharge treated
process and sanitary wastewaters, remediated groundwater, leachate, and non -contact
cooling water from Outfall 001. Various treatment processes performed at the plant are
listed in the following table.
TREATMENT PROCESSES
Ammonia Stripping
1-A
Coagulation
2-D
Flocculation
1-G
Dechlorination
2-E
Gas -Phase Separation
1-K
Ion Exchange
2-J
Reverse Osmosis (Hyperfiltration)
1-S
Activated Sludge
3-A
Slow Sand Filtration
1-V
Aerated Lagoons
3-B
Carbon Adsorption
2-A
Anaerobic Treatment
3-C
Chemical Precipitation
2-C
Nitrification-Denitrification
3-D
ITEM VIIB
The following table contains information regarding the constituents for which the
NPDES permit contains effluent limits for the discharges at Outfalls 001, 002, and 003.
Constituents for which effluent limits (L) or monitoring requirements (M) are
established by the NPDES permit are also indicated.

OUTFALL 001
Flow
L
2,4-Dinitrophenol
L
BOD, 5-day, 20 C
L
2,4-Dinitrotoluene
L
Total Suspended Solids
L
2,6-Dinitrotoluene
L
TN Load
L
Ethylbenzene
L
Total Phosphorus
L
Fluoranthene
L
PH
L
Fluorene
L
Dissolved Oxygen
L
Hexachlorobenzene
L
Chronic Toxicity
L
Hexachlorobutadiene
L
Bis(2-ethylhexyl) phthalate
L
Hexachloroethane
L
Di-n-butyl phthalate
L
Methylene Chloride
L
Methyl Chloride
L
Naphthalene
L
Acenaphthene
L
Nitrobenzene
L
Acenaphthylene
L
2-Nitrophenol
L
Acrylonitrile
L
4- Nitrophenol
L
Anthracene
L
Phenanthrene
L
Benzene
L
Phenol
L
Carbon Tetrachloride
L
Pyrene
L
Chlorobenzene
L
Tetrachlorethylene
L
Chloroethane
L
Toluene
L
Chloroform
L
Total Chromium
L
2-Chlorophenol
L
Total Copper
L
1,2-Dichlorobenzene
L
Total Cyanide
L
1,3-Dichlorobenzene
L
Total Lead
L
1,4- Dichlorobenzene
L
Total Nickel
L
1,1-Dichloroethane
L
Total Zinc
L
1,2- Dichloroethane
L
1,2,4-Trichlorobenzene
L
1,1-Dichloroethylene
L
1,1,1-Trichloroethane
L
1,2-trans-Dichloroethylene
L
1,1,2-Trichloroethane
L
2,4-Dichlorophenol
L
Trichloroethylene
L
1,2-Dichloropropane
L
Vinyl Chloride
L
1,3-Dichloropropylene
L
Total PAHs
L
Diethyl phthalate
L
Benzo(a)anthracene
L
2,4-Dimethylphenol
L
3,4-Benzofluoranthene
L
Dimethyl phthalate
L
Benzo(k)fluoranthene
L
4,6-Dinitro-o-cresol
L
Benzo(a)pyrene
L
Total Monthly Flow
M
Temperature
M
TKN
M
NH3-N
M
Nitrate -Nitrite Nitrogen
M
Chrysene
M
Total Nitrogen
M
Dibenz(a,h)anthracene
M
Fecal Coliform
M
Indeno(1,2,3-ed) pyrene
M
OUTFALL 002
Flow
Total Mercury
L
PH
L
Total Nickel
L
Temperature
L
Total Selenium
L
Total Residual Chlorine
L
Total Silver
M
Total Cadmium
L
Total Zinc
M

Total Chromium
L
Total Nitrogen
M
Total Copper
M
Total Phosphorus
L
Total Lead
L
OUTFALL 003
Flow
Total Mercury
L
PH
L
Total Nickel
L
Temperature
L
Total Selenium
L
Total Residual Chlorine
L
Total Silver
M
Total Cadmium
L
Total Zinc
M
Total Chromium
L
Total Nitrogen
M
Total Copper
M
Total Phosphorus
L
Total Lead
L

NPDES
OUTFALL
001
LEGEND
STORM DRAIN
CONDENSATE RETURN LINE
APPROXIMATE LOCATION OF
ABOVE GROUND #6 FUEL OIL LINE
PROCESS SEWER LINE
MOD
LIC
YLIC
YLIC
OPY
ICBM
DWI
DWI
SCALE VERIFICATION
TIBBS. MEASURES 1.PN ORIGINAL ADJUST SCALE ACCORDING,
DRAWING STATUS
UNIFI KINSTON NC
KINSTON, NORTH CAROLINA
SITE PLAN
CONESTOGA-ROVERS 8 ASSOCIATES
Douce RefeDaNce,
DP, DECEMBER, OD
Revlowed
b HORN
SEPTEMBER MD
SCalm
37006-00
CHER001
figure 3

2.0
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• .l'
. L
i,-
., -
sti
r r 9
Y4Cy5I
L YlJlrh;
Cam
k
- Class
80.
.0S
N.C. • ..
QUADRANGLE WCAT90H
0 1000 2000ft
SOURCE: USGS 7.5 MINUTE QUAD
GRIFTON, N.C.
figure 2
SITE LOCATION
UNIFI KINSTON NC
Kinston, North Carolina
37006-00(CHER0011GN-SP002 SEP 01/2005

PROPOSED RELOCATION
OF NPDES OUTFALL 002
PROPOSED OUTFALL 004
�2
a
PROPOSED OUTFALL 005
NPDES
OUTFALL
001
SAMPLE LOCATION 9
SEPT. 2004
PROPOSED OUTFALL 006
SAMPLE LOCATION 10
SEPT. 2004
SCALE VERIFICATION
THIS BAR MEASURES 1. ON ORIGINAL BOMB SCALE POCONDING,
DRAWING STATUS
UNIFI KINSTON NC
KINSTON, NORTH CAROLINA
SAMPLING LOCATION MAP
CONESTOGA-ROVERS 8 ASSOCIATES
DP, DECEMBER, OD
Revlawol
b HORN
SEPTEMBER MD
OHIB
37006-00
CHER001
figure 1