NC0002305_Application_20240112 (2)

ATTACHMENT 5: SPILL PREVENTION, CONTROL, AND COUNTERMEASURE (SPCC)

December 16, 2022
Mr. John Davis
Lear Corporation — Kenansville Site
1754 NC Highway 903 North
Kenansville, North Carolina 28349
Subject: Spill Prevention, Control, and Countermeasure Plan
Lear Corporation — Guilford Performance Textiles by Lear
1754 NC Highway 903 North
Kenansville, North Carolina
WSP Project 6480-22-0019
Dear Mr. Davis:
WSP USA Environment & Infrastructure Inc. (WSP), is pleased to submit this Spill Prevention, Control, and
Countermeasure (SPCC) Plan for the Lear Corporation (Lear) Guilford Performance Textiles in Kenansville,
North Carolina. In order to comply with federal spill prevention requirements outlined in 40 CFR Part 112,
this SPCC Plan needs to be implemented at the facility.
WSP appreciates the opportunity to provide environmental engineering services to Lear. If you have any
questions, please do not hesitate to contact us at [phone].
Sincerely,
WSP USA Environment & Infrastructure Inc.
wk) t. wow"
Matthew E. Wallace, P.E.
Principal Engineer
WSP USA Environment & Infrastructure Inc.
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
North Carolina Corporate Engineering License No. F-1253
Tracy Johnson, P.E.
Senior Engineer 2

SPILL PREVENTION, CONTROL,
AND COUNTERMEASURE PLAN
LEAR CORPORATION
GUILFORD PERFORMANCE TEXTILES BY LEAR
1754 NC HIGHWAY 903 NORTH
KENANSVILLE, NORTH CAROLINA
Prepared For:
Lear Corporation
21557 Telegraph Road
Southfield, Michigan 48033
Prepared By:
WSP USA Environment & Infrastructure Inc.
4021 Stirrup Creek Dr., Suite 100
Durham, North Carolina 27703
December 16, 2022
WSP Project 6480-22-0019

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project: 6480-22-0019
TABLE OF CONTENTS
Page
LISTOF FIGURES.......................................................................................................................................................................ii
LISTOF APPENDICES..............................................................................................................................................................ii
COMPLIANCE INSPECTION PLAN REVIEW PAGE.......................................................................................................iii
CERTIFICATIONPAGE............................................................................................................................................................iv
1. INTRODUCTION...................................................................................................................... I
1.1
PURPOSE............................................................................................................................1
1.2
SCOPE.................................................................................................................................1
1.3
IMPLEMENTATION...........................................................................................................2
1.4
REVIEW, AMENDMENT AND CERTIFICATION..............................................................2
2. FACILITY DESCRIPTION.......................................................................................................3
2.1
GENERAL DESCRIPTION...................................................................................................3
2.2
SITE TOPOGRAPHY AND SURFACE HYDROLOGY........................................................5
3. SPILL
HISTORY........................................................................................................................7
4. STORAGE AND HANDLING FACILITIES............................................................................8
4.1
POTENTIAL SPILLS — PREDICTION AND CONTROL......................................................8
4.2
LOADING/UNLOADING ACTIVITIES FOR DRUMS AND TOTES................................11
4.3
OIL -FILLED EQUIPMENT.................................................................................................11
4.4
HOT OIL ABOVEGROUND STORAGE TANKS..............................................................12
4.5
NEW AND USED OIL ABOVEGROUND STORAGE TANKS.........................................12
4.6
DIESEL FIRE PUMP ABOVEGROUND STORAGE TANK...............................................12
4.7
DIESEL FUEL ABOVEGROUND STORAGE TANK..........................................................12
4.8
NON -OIL ABOVEGROUND STORAGE TANKS.............................................................12
4.9
ELECTRICAL TRANSFORMERS.......................................................................................13
4.10
DELIVERY OF OIL PRODUCTS FOR ASTS.....................................................................13
5. SPILL
PREVENTION AND CONTROL MEASURES..........................................................14
5.1
INSPECTION, MAINTENANCE, AND RECORDS...........................................................14
5.1.1
Unloading/Loading Activities for 55-Gallon Drums and 275-Gallon Totes ....
15
5.1.2
Unloading and Loading Activities for AST Systems...........................................15
5.2
STORMWATER OUTFALLS.............................................................................................16
5.3
TRAINING.........................................................................................................................17
5.4
ENGINEERED SYSTEMS UTILIZED AT SITE...................................................................17
5.5
SECURITY.........................................................................................................................19
6. SPILL
COUNTERMEASURE PROCEDURES......................................................................20
6.1
EMERGENCY ORGANIZATION......................................................................................20
6.2
RESPONSE PROCEDURES..............................................................................................21
6.3
RESPONSE MEASURES AND EQUIPMENT...................................................................22

Spill Prevention, Control, and Countermeasure Plan
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project- 6480-22-0079
December 76, 2022
6.4 OUTSIDE ASSISTANCE...................................................................................................22
6.5 CLEANUP AND DISPOSAL.............................................................................................22
6.6 NOTIFICATION AND REPORTING.................................................................................23
6.6.1 Notification and Reporting....................................................................................23
6.6.2 Records....................................................................................................................25
LIST OF TABLES
4.1.1 Sources of Potential Spills
5.4 Engineering Control Systems
6.1 Emergency Phone Numbers
6.6 Spill Notification
LIST OF FIGURES
1 Topographic Site Location Map
2 Chemical Storage Areas
3 Site Stormwater Plan
LIST OF APPENDICES
Appendix A
Annual SPCC Plan Inspection and Review Checklist
Appendix B
Certification of the Applicability of the Substantial Harm Criteria Checklist
Appendix C
SPCC Inspection Form
Appendix D
Vehicle Loading and Unloading Procedures
Appendix E
Spill Reporting Form
Appendix F
Cross Reference Form

Spill Prevention, Contra( and Countermeasure Plan December 76, 2022
Guilford Performame Textiles by Lear- Kenonsville, North Carolina
WSP Project 6480-22-0019
SPILL PREVENTION CONTROL AND COUNTERMEASURE
COMPLIANCE INSPECTION PLAN
REVIEW PAGE
In accordance with 40 CFR 112.5(b), a review and evaluation of this Spill Prevention, Control and
Countermeasure (SPCC) Plan is conducted at least once every five years. As a result of this review and
evaluation, Lear Corporation (Lear) will amend the SPCC Plan within six months of the review to include
more effective prevention and control technology if. (1) such technology will significantly reduce the
likelihood of a spill event from the facility, and (2) if such technology has been field -proven at the time of
review. Any amendment to the SPCC Plan shall be certified by a Professional Engineer within six months
after a change in the facility design, construction, operation, or maintenance occurs which materially
affects the facility's potential for the discharge of oil into or upon the navigable waters of the United
States or adjoining shorelines.
Review Dates Reviewer Signature Engineering Certifrwtfon
1) December 2027 pac/ 022946
2) December 2032
MANAGEMENT APPROVAL
Lear is committed to the prevention of discharges of oil to navigable waters and to the environment and
maintains the highest standards for spill prevention control and countermeasures through regular review,
updating, and implementation of this SPCC Plan for the Guilford Performance Textiles by Lear.
Signature
Date

Spill Prevention, Control and Countermeasure Plan December 16, 2022
Guilford Performance Textiles by Lear— Kenansville, North Carolina
WSP Project: 6480-22-0079
SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN
CERTIFICATION PAGE
This SPCC Plan was prepared on behalf of, and for the exclusive use of Lear. This Plan shall be
implemented immediately to commit the labor and resources necessary to prevent, control, and
counteract the effects of spills or discharges of oil or oil products in order to minimize hazards to human
health or the environment. The Plan shall, as required bylaw, be made available at the Guilford
Performance Textiles by Lear for on -site review by the Environmental Protection Agency (EPA) Regional
Administrator or a duly authorized representative during normal working hours.
MANAGEMENT CERTIFICATION
I am at the management level with authority to commit the resources necessary to implement this Plan
and hereby approve it.
Signed:
Name:
Title:
Date:
ENGINEERING CERTIFICATION
I hereby certify that I have examined the facility, and being familiar with the provisions of 40 CFR, Part 112,
attest that this SPCC Plan has been prepared in accordance with good engineering practices, including
consideration of applicable industry standards, and with the requirements of 40 CFR Part 112. In the
engineer's professional opinion, the SPCC Plan is adequate for the facility.
Signed:
Name:
Tracy Johnson, PE
Title: Senior
Date: l Z/l 6 / ZoZ'L
iv

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
1. INTRODUCTION
This SPCC Plan has been prepared for the Guilford Performance Textiles by Lear located at 1754 North
Carolina Highway 903 North, Kenansville, Duplin County, North Carolina, in accordance with Title 40 of the
Code of Federal Regulations (CFR), Part 112 - Oil Pollution Prevention.
1.1 PURPOSE
A SPCC Plan is required for fixed facilities that:
• Store oil aboveground at capacities in excess of 1,320 gallons total (accounting only for
containers 55 gallons and greater); or
• Store oil underground at capacities in excess of 42,000 gallons (exempting completely
buried tanks); and
• Could reasonably be expected to discharge oil into the waters of the United States should
a spill occur.
The purpose of the SPCC Plan is to prevent the discharge of oil to the navigable waters of the United
States by identifying potential spill sources, establishing equipment and procedures to prevent occurrence
of spills, and by providing spill response and notification procedures to be used in the event of a spill.
1.2 SCOPE
This Plan covers three basic functions:
• Oil spill prevention;
• Oil spill containment and recovery; and
• Oil spill notification.
This Plan covers the spill prevention and countermeasure procedures for cleanup of oils and oil -related
substances. Oils stored at the Guilford Performance Textiles by Lear includes new and used oil
aboveground storage tanks (ASTs), diesel fuel ASTs, oil -filled thermal fluid heating equipment, hot oil
expansion ASTs, various mobile 275-gallon totes and 55-gallon drums, associated aboveground piping
and transfer stations, and oil -containing electrical transformers.

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
1.3 IMPLEMENTATION
Spill response procedures are to be implemented to prevent harmful discharges of oil into or upon the
navigable waters of the United States or adjoining shorelines or into or upon the waters of the contiguous
zone, as defined in 40 CFR 110.1(g). Harmful discharges of oil are prohibited by 40 CFR 110.5.
A harmful quantity of oil as defined by the Environmental Protection Agency (EPA) in 40 CFR 110 and 112
is a discharge that violates applicable water quality standards and/or one that causes a sheen, film or
discoloration of the surface of water or adjoining shorelines. The definition also includes a discharge that
may cause a sludge or emulsion to be deposited beneath the surface of the water or upon adjoining
shorelines.
1.4 REVIEW, AMENDMENT AND CERTIFICATION
The EPA Administrator and/or an authorized representative shall review the plan whenever there has been
a discharge of more than 1,000 gallons of oil into the navigable waters of the United States or adjoining
shorelines in a single spill event, or whenever there has been a reportable discharge of harmful quantities
of oil into the navigable waters of the United States or adjoining shorelines in two spill events in a 12-
month period. A copy of the SPCC Plan shall be submitted to the EPA with the spill report. Lear must also
maintain a copy of the SPCC Plan at the Guilford Performance Textiles by Lear to be available to the EPA
for review during normal working hours. Following a review, the EPA may require that Lear amend the
SPCC Plan if the Plan is found insufficient. Lear would have 30 days from receipt of the EPA's notice
requiring an amendment to file a written appeal.
Lear will review and evaluate the SPCC Plan at least once every five years. If changes are required, the Plan
must be amended and implemented within six months. Amendments which reflect a change in facility
design, construction, operation or maintenance which materially affects the facility's potential for the
discharge of oil will be certified by a registered Professional Engineer. If no changes are required, a dated
signature by the reviewer will be provided. An Annual SPCC Plan Inspection and Review Checklist has
been provided in Appendix A.
Lear will amend the SPCC Plan whenever there is a change in facility design, construction, operation, or
maintenance that materially affects the facility's potential for the discharge of oil into or upon the
navigable waters of the United States or adjoining shorelines.
2

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
2. FACILITY DESCRIPTION
2.1 GENERAL DESCRIPTION
Facility Name: Guilford Performance Textiles by Lear
Facility Address: 1754 NC Highway 903 North
Kenansville, North Carolina 28349
Telephone: [phone]
The Guilford Performance Textiles by Lear is comprised of two parcels of land, Duplin County tax parcel
IDs #13-3337 and 13-3338, totaling approximately 63 acres at 1754 NC Highway 903 North in Kenansville,
Duplin County, North Carolina (site or subject site). The site is located at Latitude 35' 01' 05.2" North and
Longitude 77' 51' 41.7" West. A topographic site location map is provided as Figure 1. Parcel ID #13-3337
consists of an approximately 482,500 square foot (sq ft) operations building used for warping, knitting,
weaving, washing, laminating, dyeing and finishing of synthetic fabrics. Figure 2 is a site map of the
facility that shows the locations of the various process and storage areas. Figure 3 is a site maps showing
stormwater drainage areas and flow directions. The surrounding area generally consists of single-family
residential, agricultural -use, and vacant land.
Yarn is delivered to the facility on cones or warp beams and unloaded at the shipping/receiving area
located in the southwestern portion of the building. The yarn is transported and stored in the fabric
warehouse located in the northern portion of the building until needed. Yarn on cones is either
transported to the warping area where it is placed on warp beams in preparation for weaving or
transported to the knitting area where it is knitted into fabric. The yarn on warp beams is transported to
the knitting area where it is knitted into fabric.
The fabric is then prepared for dyeing in the batching area and then transported to the dyeing area. The
dyed fabric is then dried and heatset in the finishing area. From finishing, the fabric goes to the face
finishing area for napping. From face finishing, the fabric goes through inspection and packaging and
then to the finished goods warehouse. There are currently two laminating lines where fabric and laminate
are fused together.
The finished goods are loaded onto trucks at the loading docks adjacent to the finished goods warehouse
located in the southern portion of the building.
The Guilford Performance Textiles by Lear also operates a wastewater treatment plant (WWTP) on -site to
treat both domestic and process wastewater. The WWTP processes include: one bar screen, two Sweco
vibratory screens, one equalization basin, one aeration basin, two secondary clarifiers, one tertiary clarifier
and a chlorine contact chamber. Sludge (biosolids) handing facilities include one gravity thickener, one
3

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
digester basin, a rotary -drum sludge thickener, one thickened sludge holding tank, twelve sludge drying
beds and two dumpsters into which dried sludge is loaded. A portable belt -type sludge press may also
be used along with another dumpster into which dried sludge is loaded. The WWTP also includes various
pumps, piping and other appurtenances, both aboveground and underground. The effluent from WWTP
is permitted separately under National Pollutant Discharge Elimination System (NPDES) permit number
NC 0002305 and is discharged into the Northeast Cape Fear.
Several aboveground storage tanks (ASTs) are used in the warping, weaving, knitting, dyeing, and
finishing operation. Two 1,000-gallon ASTs containing used oil and new oil are located outdoors, to the
north of the building that are equipped with direct -read level gauges. A high-level alarm/cut-off feature is
installed for the used oil transfer pump, located indoors in the northern portion of the building. A 300-
gallon diesel AST is located outdoors to the east of the plant building that supplies the fire pump house.
Two 500-gallon diesel ASTs used for equipment fueling are located at the site; one diesel AST is east of
the wastewater treatment plant and the other diesel AST is located on the east side of the plant building.
The diesel ASTs have a direct -read gauge. Each of the ASTs are stored within a secondary concrete
containment structure.
Two 5,000-gallon hot oil expansion ASTs are located outdoors on the roof on the southeast portion of the
building and a third 5,000-gallon hot oil expansion AST is located in an enclosed structure on the roof in
the southeast portion of the building. The two hot oil expansion ASTs on the roof are supported on steel
structures located above a courtyard that is enclosed. In addition to the hot oil expansion ASTs, two
approximately 5,426-gallon thermal fluid heaters are located indoors in the southeast portion of the
building. The two thermal fluid heaters and the three hot oil ASTs are equipped with level sensors and
remote level gauges.
Several mobile, portable 275-gallon totes and 55-gallon drums containing various oil products including
used oil, spin finishing and lubricating oil, shear oil, thermal oil, and oil -containing chemicals are located
throughout the Guilford Performance Textiles by Lear.
Three former 500,000-gallon fuel oil ASTs that are permanently out -of -service have been cleaned of
residuals and other measures have been taken for these tanks to fully meet the requirements of out -of -
service oil storage facilities in compliance with SPCC regulations. In addition to the oil -containing
products mentioned above, several other chemicals are stored at the site in containers greater than 55-
gallons. While these products are not regulated under SPCC rule, they have been included in the SPCC
plan as part of Best Management Practices.
Based on the quantity of oil stored at the site, the facility requires the preparation and implementation of
a SPCC Plan under 40 CFR Part 112. Note that SPCC regulations only pertain to containers with oil storage
capacity of 55-gallons or greater. However, other storage vessels/containers with capacities equal to or
greater than 55-gallons are noted as a best management practice. The facility is not off -shore and does
not serve as an oil production or transfer facility, therefore the provisions of CFR 40 Part 112.9, 112.10,
El

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
112.11 relevant to these types of facilities are not applicable to this Plan. A completed checklist for the
certification of the Applicability of the Substantial Harm Criteria Checklist is included in Appendix B.
Oil -containing electrical transformers located at the site are owned and maintained by Duke Energy. The
transformers are located to the southeast of the Guilford Performance Textiles by Lear. The transformers
are estimated to have a total oil storage capacity of approximately 2,937 gallons. Although Guilford
Performance Textiles by Lear personnel observe the transformers frequently during daily operations,
maintenance, and cleanup of releases from these transformers is typically the responsibility of Duke
Energy. For best management practices, the oil -containing electrical transformers are included in this
SPCC Plan, although the transformers are owned and maintained by Duke Energy.
The Plant roof drainage and the majority of the surface drainage in the vicinity of the plant building flow
into catch basins or drainage ditches which are connected to nine outfalls. The remainder of the surface
area discharges off -site via sheetflow. The total site area involved in industrial activities is approximately
43.1 acres, including approximately 2.91 acres covered by the wastewater treatment plant which
discharges treated wastewater through a NPDES permit to the Northeast Cape Fear River. Drainage leaves
the site by overland flow and through the stormwater outfalls to a wetland area located to the southeast
of the site. The wetland area borders the Northeast Cape Fear River.
2.2 SITE TOPOGRAPHY AND SURFACE HYDROLOGY
The Guilford Performance Textiles by Lear is located approximately 6.9 miles to the northeast of
downtown Kenansville, in Duplin County, North Carolina, along North Carolina Highway 903 North. A site
location map based on the 7.5-minute United States Geological Survey (USGS) topographic map,
Albertson, North Carolina Quadrangle, is included as Figure 1. In the site area, elevations range from a low
point of approximately 70 feet above National Vertical Geodetic Datum (NVGD) to a high point of
approximately 120 feet above NVGD.
The Guilford Performance Textiles by Lear drainage is controlled by the surface topography and drainage
appurtenances such as concrete and vegetative swales, underground pipe, intake and discharge culverts,
etc. Approximate drainage patterns are indicated on Figure 2 and Figure 3. Generally, the site drains to the
southeast by overland flow and through drop inlets to drainage ditches which lead to nine stormwater
outfalls, identified as OF-001 through OF-008 and OF-WWP. Outfalls OF-001 through OF-003 and OF-
WWP are located on the northeast side of the site and OF-004 through OF-008 are located on the
southeast side of the site. The following table gives the approximate latitude and longitude of the
identified outfalls.
Outfall Location Coordinate Table
Outfall Number
Latitude
Longitude
OF-001
N35001'08"
W77051'32"
OF-002
N35001'07"
W77051'36"
OF-003
N35001'06"
W77051'34"
5

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
OF-004
N35001'01"
W77051'33"
OF-005
N35001'00"
W77051'35"
OF-006
N35000'59"
W77051'37"
OF-007
N35000'58"
W77051'40"
OF-008
N35000'59"
W77051'44"
OF—WWP
N35001'07"
W77051'30"
Drainage leaves the site by overland flow and through the stormwater outfalls to a wetland area located
to the southeast of the site. The wetland area borders the Northeast Cape Fear River.
M.

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
3. SPILL HISTORY
There have been no spills of a reportable quantity of oil products at the Guilford Performance Textiles by
Lear in the past five years.
7

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
4. STORAGE AND HANDLING FACILITIES
4.1 POTENTIAL SPILLS — PREDICTION AND CONTROL
The Guilford Performance Textiles by Lear owns and operates new and used oil ASTs, diesel fuel ASTs, oil -
filled thermal fluid heating equipment, hot oil expansion ASTs, various mobile 275-gallon totes and 55-
gallon drums, associated aboveground piping and transfer stations, and oil -containing electrical
transformers that are covered under this SPCC Plan. Vessels permanently out of service and vessels
containing non -oil -based products are not subject to SPCC requirements but are included for best
management practices. The transformers containing mineral oil are owned and maintained by Duke
Energy and are not subject to this facility's SPCC requirements. However, transformer information is
provided for best management practices.
The types, capacities, locations, and spill control measures available for oil -containing tanks and
containers at the Guilford Performance Textiles by Lear are listed in Table 4.1.1. Sources of potential
spills/leaks include bulk storage tanks, piping, and loading/unloading activities. The sources of potential
spills and the direction of surface drainage at the site in the areas of the potential spill sources are
included in Figure 2.
Table 4.1.1: Sources of Potential Spills
SOURCE
LOCATION
MAJOR
TOTAL
DIRECTION
CONTROL BY
TYPE OF
QUANTITY
OF FLOW
SECONDARY
FAILURE
(gallons)
CONTAINMENT
Out -of -Service
Outdoors,
Structural
500,000
Lateral/to
Tanks are out of service and have
Fuel ASTs (x3)
northeast of the
Failure*/
gallons x 3 =
south-
been properly closed out in
building
Leaks**/
1,500,000
southeast
accordance with applicable
Spills
gallons
towards outfall
regulatory requirements. Earthen
OF-001
berms surround each tank which
interconnect to function as a
single containment area.
New and Used
Outdoors, north
Structural
1,000 gallons x
Lateral/to north
Secondary concrete containment
Oil ASTs
of the building
Failure*/
2 = 2,000
towards
berm with manual drain valve.
Leaks**/
gallons
stormwater
Spills
drop inlet
leading to
outfall OF-001
Diesel Fuel AST
Outdoor, east of
Structural
300 gallons
Lateral/to east-
Secondary concrete containment
the building
Failure*/
northeast
berm with manual drain valve.
Leaks**/
towards outfall
Spills
OF-003
Diesel Fuel AST
Outdoor, east of
Structural
500 gallons
Lateral/to east-
Secondary concrete containment
the building
Failure*/
southeast
berm with manual drain valve.
Leaks**/
towards outfall
Spills
OF-004
Diesel Fuel AST
Outdoor, east of
Structural
500 gallons
Lateral/to
Secondary concrete containment
WWTP
Failure*/
southeast
berm.
Leaks**/
Spills

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
SOURCE
LOCATION
MAJOR
TOTAL
DIRECTION
CONTROL BY
TYPE OF
QUANTITY
OF FLOW
SECONDARY
FAILURE
(gallons)
CONTAINMENT
Oil -Containing
Inside, located in
Structural
5,246 gallons x
Lateral/to
Equipment is located within
Thermal Fluid
the southeast
Failure*/
2 = 10,492
building floor
building under roof. Containment
Heater
portion of the
Leaks**/
gallons
provided by building walls and
Equipment (x2)
building
Spills
floor, and spill kit materials near
the equipment.
Hot Oil Expansion
Outdoor, located
Structural
5,000 gallons x
Lateral/to east-
Area is surrounded by four
ASTs (x2)
on roof in the
Failure*/
2 = 10,000
southeast
building walls, with sloped floor
southeast
Leaks**/
gallons
towards
towards drain which has locking
portion of the
Spills
stormwater
valve. The ends of the tank extend
building
drop inlet
beyond existing containment, but
leading to
a leak is diverted to containment
outfall OF-006
by sheet metals pans beneath the
ASTs. Additional containment
provided by spill kit materials near
the equipment.
Hot Oil Expansion
Inside, located in
Structural
5,000 gallons
Lateral/to
Containment provided by building
AST
enclosed
Failure*/
building floor
walls and floor, and spill kit
structure on roof
Leaks**/
materials near the equipment.
in the southeast
Spills
Floor drain in building has locking
portion of the
valve.
building
55-gal drums and
Inside,
Structural
Up to 2,000
Lateral/to
Containment provided by building
275-gal totes of
throughout main
Failure*/
gallons in
building floor
walls and floor, and spill kit
spin finishing and
plant building
Leaks**/
drums and
materials near the drums/totes.
lubricating oil
Spills
totes
Drums in use are typically stored
on secondary containment pallets.
55-gal drums and
Inside, located in
Structural
Up to 4,000
Lateral/to
Containment provided by building
275-gal totes of
old boiler room
Failure*/
gallons in
building floor
walls and floor, which includes a
miscellaneous oil
located in the
Leaks**/
drums and
trench drain that leads to the
and chemical
northeast
Spills
totes
wastewater treatment plant. Spill
products
portion of the
kit materials near the drums/totes.
building
Drums in use are typically stored
on secondary containment pallets.
55-gal drums and
Inside, located in
Structural
Up to 2,200
Lateral/to
Containment provided by building
275-gal totes of
fire and
Failure*/
gallons in
building floor
walls and floor, and spill kit
miscellaneous oil
flammable
Leaks**/
drums and
materials near the drums/totes.
and chemical
storage building
Spills
totes
Building has concrete berm to
products
which is east of
prevent flow from discharging
main plant
from building.
building
55-gal drums and
Inside, located in
Structural
Up to 30,000
Lateral/to
Containment provided by building
275-gal totes of
the dye and
Failure*/
gallons in
building floor
walls and floor, and spill kit
miscellaneous oil
chemical storage
Leaks**/
drums and
materials near the drums/totes.
and chemical
room located in
Spills
totes
Drums in use are typically stored
products
east portion of
on secondary containment pallets.
building

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
SOURCE
LOCATION
MAJOR
TOTAL
DIRECTION
CONTROL BY
TYPE OF
QUANTITY
OF FLOW
SECONDARY
FAILURE
(gallons)
CONTAINMENT
55-gal drums of
Inside, located in
Structural
Up to 775
Lateral/to
Containment provided by building
thermal oil
thermal fluid
Failure*/
gallons in
building floor
walls and floor, and spill kit
heater room in
Leaks**/
drums
materials near the drums/totes.
the southeast
Spills
Drums in use are typically stored
portion of the
on secondary containment pallets.
building
55-gal drums and
Inside, located in
Structural
Up to 750
Lateral/to
Containment provided by building
275-gal totes of
northeast
Failure*/
gallons in
building floor
walls and floor, and spill kit
cleaning products
portion of the
Leaks**/
drums and
materials near the drums/totes.
(non -oil)
building
Spills
totes
Drums in use are typically stored
on secondary containment pallets.
55-gal drums and
Outside, north of
Structural
Up to 2,000
Lateral/to
Secondary concrete containment
275-gal totes
fabrication shop
Failure*/
gallons in
north-northeast
berm.
(empty)
north of main
Leaks**/
drums and
towards outfall
plant building
Spills
totes capacity
OF-002
Acetic Acid AST
Outside,
Structural
6,000 gallons
Lateral/to east-
Secondary concrete containment
(non -oil)
northeast of the
Failure*/
southeast
berm with manual drain valve.
building
Leaks**/
towards outfall
Spills
OF-003
Brine AST
Outside,
Structural
1,000 gallons
Lateral/to east-
Not Applicable
(non -oil)
northeast of the
Failure*/
southeast
building
Leaks**/
towards outfall
Spills
OF-003
275-gal totes of
Inside, WWTP
Structural
Up to 550
Lateral/to
Totes are located in plastic
sodium
building east of
Failure*/
gallons in 275-
building floor
secondary containment basins.
hypochlorite
main plant
Leaks**/
gal totes
Additional containment provided
(non -oil)
building
Spills
by walls and floor of building.
275-gal totes of
Outside, near
Structural
Up to 4,675
Lateral/to east
Not Applicable
caustic
WWTP east of
Failure*/
gallons in 275-
towards outfall
coagulants
the main plant
Leaks**/
gal drums
OF-WWP
(non -oil)
building
Spills
Alum and Caustic
Outdoor, east of
Structural
10,000 gallons
Lateral/to south
Secondary concrete containment
ASTs
the building
Failure*/
x 2 = 20,000
towards outfall
berm with manual drain valve.
(non -oil)
Leaks**/
gallon
OF-004
Spills
Electrical
Outdoor,
Structural
Up to 2,937
Lateral/to
Transformers southeast of Building
Transformers
southeast of the
Failure*/
gallons from
stormwater
and in the substation are
building
Leaks**/
pad -mounted
drains
surrounded by gravel. Spill kits
Spills
transformers
located in vicinity of transformers.
Transformers owned and operated
by Duke Energy.
OIL STORAGE TOTAL***
67,767 GALLONS
* However, potential for structural failure is considered remote.
** Estimated volume of release dependent on size, duration and location of leak.
*** Excludes out -of -service Fuel ASTs
10

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
The existing secondary containment prevents the discharge of oils from the facility resulting from major
types of oil storage equipment failure (e.g., tank overflow, rupture, or leakage). Taking into account spill
history, presence of secondary containment, a facility inspection program, and trained personnel at the
facility, calculation of the rate of oil spill flow for the oil storage areas at the Guilford Performance Textiles
by Lear is not warranted. If there is more than one spill event from the same source within a one-year
period and the oil spill reaches surface water, a specific rate of flow will be calculated for the worst -case
spill from this source. The SPCC Plan will be revised to either reflect the rate of flow, along with a specific
procedure to address a spill from the source, or additional containment will be evaluated and
implemented for the source.
4.2 LOADING/UNLOADING ACTIVITIES FOR DRUMS AND TOTES
Oil products contained in 55-gallon drums and 275-gallon totes are delivered to the site by tractor trailer
trucks and unloaded in the southwest loading dock where the drums/totes are off-loaded. Chock blocks
are placed under at least two wheels to secure the delivery vehicle in place during the transfer of
materials. The drums/totes are then moved manually or by forklift for storage prior to use. Once ready for
use, the drums/totes are transported to locations of use by forklift. Readily -accessible spill control kit
materials are located in loading dock and throughout the building. The spill control kit materials include
absorbent material/booms, drum, plastic, and personal protective equipment. Unloading activities are
discussed further in Section 5.1.1.
4.3 OIL -FILLED EQUIPMENT
Guilford Performance Textiles by Lear operates two oil -containing thermal fluid heaters with storage
capacities of approximately 5,426 gallons that are equipped are equipped with level sensors and remote
level gauges. The thermal fluid heaters are stored indoors in a room with an approximately 6-inch high
concrete curb around the perimeter and 6-inch high angle iron across roll -up door openings to provide
secondary containment. The oil -filled equipment is generally used 24 hours a day, 7 days a week under
supervision of Guilford Performance Textiles by Lear employees. Oil is transferred to the thermal fluid
heaters through the hot oil AST systems. Used oil from the thermal fluid heaters is infrequently generated
as a result of standard operation and maintenance (such as oil changes). Used oil is transferred to the
used oil AST for disposal.
The oil -filled thermal fluid heaters are located within a building and secondary containment is provided by
a concrete curb. Additionally, active containment measures including deploying sorbent material, using
spill kits, or covering drain openings provides adequate secondary containment. Spill kit materials are
located in the general vicinity of oil -filled thermal fluid heaters and include absorbent material/booms,
drums, and personal protective equipment. Although unlikely, uncontrolled releases from the thermal
fluid heaters would flow laterally to the southeast by sheetflow and through drainage ditches and a
stormwater drop inlet to outfall OF-006.

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
4.4 HOT OIL ABOVEGROUND STORAGE TANKS
Three 5,000-gallon hot oil ASTs are located on the roof in the southeast portion of the building. Two of
the hot oil ASTs are elevated on supported steel structures that overhang a courtyard that is enclosed on
four sides by the plant building walls. The courtyard is sloped to a locked drain valve. The west ends of the
tanks extend beyond the existing containment, but any leak would be diverted to containment by sheet
metal pans installed for this purpose. The third 5,000-gallon hot oil AST is located in a concrete -floored
building with concrete curbs in a structure located on the roof. The floor drain in this structure is
protected by a locked valve. The hot oil ASTs are equipped with level sensors and remote level gauges.
Although unlikely, uncontrolled releases from the hot oil ASTs would flow laterally to the southeast by
sheetflow and through drainage ditches and a stormwater drop inlet to outfall OF-006.
4.5 NEW AND USED OIL ABOVEGROUND STORAGE TANKS
One 1,000-gallon used oil and one 1,000-gallon new oil ASTs are located outdoors, north of the facility.
The ASTs are located in a common secondary concrete containment structure equipped with a locked
drain valve. The new oil AST has a direct -read level gauge which is visible when the tank is being filled.
The used oil AST has a direct -read level gauge and a high-level alarm/cut-off for the used oil transfer
pump, which is located inside the building near the oil ASTs. Although unlikely, uncontrolled releases the
oil ASTs would flow laterally to the northwest towards a stormwater drop inlet that leads to outfall OF-
001.
4.6 DIESEL FIRE PUMP ABOVEGROUND STORAGE TANK
One 300-gallon diesel AST used to fuel a fire suppression pump is located outdoors, to the east of the
plant building. The diesel AST is steel and is situated on a steel support stand above a concrete secondary
containment berm. The containment area is covered to prevent precipitation accumulation and is
equipped with a manual release valve. Diesel is transferred from the diesel AST to the fire suppression
pump via approximately one-half inch diameter hosing. Although unlikely, uncontrolled releases from the
300-gallon diesel AST would flow to the east-northeast towards outfall OF-003.
4.7 DIESEL FUEL ABOVEGROUND STORAGE TANK
The Guilford Performance Textiles by Lear operates two 500-gallon diesel fuel ASTs to refuel equipment.
The diesel ASTs are located on the eastern portion of the site, east of the plant building and east of the
wastewater treatment plant. The diesel ASTs are horizontal steel tanks located in concrete secondary
containment berm. The ASTs are equipped with a dispenser attached directly to the tank and manually -
operated valves, check valves, and pump. Inventory control for the tank is monitored by manual and visual
gauging. Uncontrolled releases from the diesel tanks would flow laterally to the southeast by sheetflow
towards outfall OF-004 and towards a wetland area.
4.8 NON -OIL ABOVEGROUND STORAGE TANKS
As previously mentioned, several ASTs at the site contain non -oil products that are not regulated by the
SPCC plan. However, these tanks have been included as part of Best Management Practices. A summary of
non -oil AST information is provided in this section.
12

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
An approximately 6,000-gallon acetic acid AST is located outdoors, northeast of the building. The AST is
located inside a secondary concrete containment structure with a locked manual drain valve. An
approximately 1,000-gallon brine (salt -saturated water) AST is located outdoors, northeast of the building
in a similar location to the acetic acid tank. The brine is used to regenerate the water softeners used in
processes used at the site. Based on the non -hazardous nature of brine solution, secondary containment
is not provided for the brine tank. An uncontrolled release from the acetic acid or brine AST would flow
east-southeast towards outfall OF-003.
Totes with a capacity of 275 gallons containing sodium hypochlorite are located inside the wastewater
treatment building, east of the main plant building. The totes are located in plastic secondary containment
basins, and additional containment is provided by building walls and floor of the wastewater treatment
building. Several 275-gallon totes of caustic coagulants are stored outdoors, near the wastewater
treatment plant east of the main plant building. The caustic coagulants totes do not have secondary
containment. An uncontrolled release from the wastewater treatment plant area would flow laterally to
the east towards stormwater outfall OF-WWP.
Two 10,000-gallon tanks, one containing caustic and one containing alum used in the wastewater
treatment process, are stored outdoors, east of the building. The 10,000-gallon ASTs are located in a
secondary concrete containment structure. Although unlikely, an uncontrolled release would flow south
towards outfall OF-004.
4.9 ELECTRICAL TRANSFORMERS
The Guilford Performance Textiles by Lear includes pad -mounted transformers with oil capacities greater
than 55-gallons located outdoors, southeast of the building. Spills from the transformers would be
expected to flow laterally towards stormwater drains located on the southeastern portion of the site.
Transformers are surrounded by gravel bed, which serves as a grounding network that restricts the
movement of oil in the event of a release. Spills would be mitigated by spill kits located near the
transformers. The spill kits contain absorbent material/booms, drum, and personal protective equipment.
The transformers are owned and maintained by Duke Energy.
4.10 DELIVERY OF OIL PRODUCTS FOR ASTS
Diesel and thermal oil are delivered to the exterior ASTs by a tanker/pump truck and is dispensed through
a hose from the delivery truck to the tanks. A Guilford Performance Textiles by Lear employee supervises
loading and unloading procedures from the ASTs to and from the trucks. Spill response kits are located in
the vicinity of several delivery areas. The site is monitored by camera surveillance. Unloading and delivery
activities are discussed further in Section 5.1.2.
13

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
5. SPILL PREVENTION AND CONTROL MEASURES
Procedures have been implemented at the Guilford Performance Textiles by Lear to minimize the
likelihood of oil spills and to quickly respond to spills should they occur. These spill prevention and
control measures include limiting the volume of oil stored, performing periodic inspections, training and
maintenance, and providing security.
5.1 INSPECTION, MAINTENANCE, AND RECORDS
Guilford Performance Textiles by Lear employees perform routine operational activities at the site which
include inspections of new and used oil ASTs, diesel fuel ASTs, oil -filled thermal fluid heating equipment,
hot oil expansion ASTs, various mobile 275-gallon totes and 55-gallon drums, associated aboveground
piping and transfer stations, and oil -containing electrical transformers and capacitors. The AST systems
include the tanks, tank supports/foundations, piping, containment, drain valves, and other appurtenances
related to the storage and delivery of oil materials. In addition to the visual observations made by Guilford
Performance Textiles by Lear personnel, the following formal AST inspections shall be performed every
month:
• Check tank structure and surrounding area for leaks or damage.
• Check valve positions to assure proper system operation.
• Observe aboveground piping, equipment, and fittings for leaks and corrosion.
• Check AST system secondary containment, supports and foundation.
The employee performing the formal inspection shall note the date and time of the inspection. A copy of
the inspection form is included in Appendix C.
In accordance with 40 CFR Part 112.7, the integrity of aboveground storage tanks should be periodically
tested using such techniques as hydrostatic testing, or a system of non-destructive shell thickness testing.
Based on the oil -containing AST systems being relatively small shop -fabricated units equipped with
integrated secondary containment and select oil tanks being located inside the facility creating additional
secondary containment, visual inspections in accordance with industry standards (STI SP001) are
acceptable for shop -fabricated tanks less than 5,000-gallons. Tank supports and foundations are
inspected when these periodic tests/inspections are performed. No field -constructed oil tanks are present
at the facility. Due to no active oil -containing tank capacities exceeding 5,000-gallons, external inspection
by a certified inspector every 20 years are not required.
The installation of oil spill diversionary structures is not warranted at the Guilford Performance Textiles by
Lear based on the presence of adequate secondary containment for the storage tanks, the nature of the
materials, the presence of an oil spill prevention training program, and the development of job -specific oil
handling procedures.
14

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
Spill prevention and control procedures also exist for the transfer of oil products, which poses the largest
threat to the facility. The following section describes particular procedures in place for the site.
5.1.1 Unloading/Loading Activities for 55-Gallon Drums and 275-Gallon Totes
An off -site vendor delivers drums/totes as needed and collects drums for disposal as needed. The drums
and totes are moved by dollies, pallet jacks, and forklifts between the shipping/receiving area and areas of
use throughout the site. Chock blocks are placed under at least two wheels to secure the delivery vehicle
in place during the transfer of materials. Readily accessible spill control kit materials are located at
throughout the building, including in the vicinity of the unloading/loading dock. The spill control kit
materials include absorbent material/booms, hand tools, drum, plastic, and personal protective
equipment.
If drums/totes become damaged during loading or unloading activities, a worst -case scenario could
discharge 275 gallons of oil product. Based on the location and topography of the shipping/receiving
area, an indoor spill would migrate to the building floor and an outdoor spill would migrate to the south
to stormwater drop inlets that lead to stormwater outfall OF-008. The stormwater drain is protected by an
absorbent boom during loading and unloading.
A facility employee will be present during all oil loading and unloading activities. Truck loading and
unloading and vendor spill control procedures will meet the minimum requirements and regulations
established by the North Carolina Department of Transportation. A copy of the required loading and
unloading procedure has been included as Appendix D and should be posted at all locations where
vehicle loading and unloading occurs. Spill control equipment such as mats and pillows are readily
available during unloading and loading activities to the extent needed to manage a worst -case scenario
spill.
In the event that a spill occurs at or during drum unloading/loading activities, the following actions should
be taken:
a. Minimize or stop the spill/leak and contain the spill/leak to the immediate area;
b. Notify the facility supervisor on duty;
c. Spread absorbent material and place socks to dam up flow toward the drainage area;
d. Once the spill/leak is stopped and flow is controlled, spread sand or absorbent material to soak
up the spilled material; and
e. Once the absorbent material is spread, cleanup actions should begin. All materials should be
collected and placed in containers for proper transportation and disposal as directed.
5.1.2 Unloading and Loading Activities for AST Systems
The ASTs are filled on an as -needed basis by an off -site vendor through a hose from the delivery truck to
the tanks. Tanker trucks park adjacent to the ASTs during loading activities. The hot oil ASTs have level
15

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
sensors and remote level gauges, while remaining ASTs have a direct -read level gauge. There are no
loading racks at the facility, and tank cars are not used to unload oil at the site.
A facility employee will be present during all oil unloading and delivery activities. A copy of the required
loading and unloading procedure has been included as Appendix D and should be posted at all locations
where vehicle loading and unloading occurs. Spill control equipment such as mats and pillows are readily
available during unloading and loading activities to the extent needed to manage a worst -case scenario
spill. Prior to the filling and departure of the tank truck, the lower -most drains and all outlets of such
vehicles shall be inspected closely for leakage. The transfer lines, valves and piping of the tank system and
the truck will be inspected. If necessary, these items shall be tightened, adjusted or replaced to prevent
liquid leakage.
Spills during delivery of oil to the ASTs would travel to stormwater drains located throughout the site or
flow laterally towards stormwater outfalls. The stormwater drains are connected to the stormwater system
which drain to a wetland area located to the southeast of the site. The wetland area borders the Northeast
Cape Fear River.
A realistic spill scenario during unloading activities could last up to 5 minutes before being stopped, and
release an estimated 50 gallons per minute based on pipe diameters involved. A spill event could
therefore release up to 250 gallons.
In the event that a spill occurs during AST unloading and delivery activities, the following actions should
be taken:
a. Minimize or stop the spill/leak and contain the spill/leak to the immediate area — use drop
inlet/drain covers to cover stormwater drains
b. Notify the facility supervisor on duty;
c. Spread absorbent material and place socks to dam up flow toward the drainage area;
d. Once the spill/leak is stopped and flow is controlled, spread sand or absorbent material to soak
up the spilled material; and
e. Once the absorbent material is spread, cleanup actions should begin. All materials should be
collected and placed in containers for proper transportation and disposal as directed.
f. If the release occurred within the building interior and migrated to floor drains, the floor drains
and/or oil -water separators should be pumped out after cleanup is complete.
5.2 STORMWATER OUTFALLS
Observations of the stormwater swales, drop inlets, and outfall locations shall be conducted at least twice
a year and include a visual reconnaissance of each stormwater feature location for the presence of an oil
sheen, stained soil, or other evidence related to oil discharges. Documentation of each inspection is
recorded on forms contained in Appendix C. Should evidence of oil -related discharges be observed by
facility personnel, applicable portions of the procedure outlined in Section 6.0 are to be followed.
16

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
Stormwater should not be allowed to accumulate in concrete secondary containment berms to a level that
may reduce the capacity of the berms to contain a spill. Stormwater that collects in the secondary
containment berms may be discharged if an evaluation of the stormwater is performed, and it is
determined that stormwater accumulation has not been polluted. If accumulated stormwater in a
secondary containment berm is determined to be contaminated, it will be collected and disposed at a
permitted disposal facility. This procedure is to ensure no impacted stormwater that collects inside the
containment structure is discharged to the environment or facility stormwater outfall.
5.3 TRAINING
Applicable new personnel shall be properly instructed on the operations and maintenance of equipment
and storage of oil products in order to prevent oil discharges. This training presents the regulatory
mandate for oil spill training and outlines the responsibility of each employee with regard to oil spill
prevention, response, and notification. Awareness training is conducted annually as a part of the required
safety training program. This awareness training may include reviewing system modifications and relevant
changes in the SPCC Plan; reviewing changes in regulatory requirements as they relate to pollution
control laws, rules and regulations; addressing questions and improving understanding of the SPCC Plan.
If new oil storage, handling or spill response equipment is obtained, if a spill occurs, or if malfunctioning
equipment is detected, training to address these areas is given. The Guilford Performance Textiles by Lear
maintains documentation of all training, including SPCC training, which can be made available upon
request. Documentation of training should be maintained by the Guilford Performance Textiles by Lear for
the three preceding years.
In addition to the training noted above, all employees are trained annually, including the requirement to
notify their supervisor if any spill or leak from applicable equipment is observed, as well as the Plant's
Emergency Procedures or Emergency Action Plan.
5.4 ENGINEERED SYSTEMS UTILIZED AT SITE
The following engineered control systems are currently in -place at the Guilford Performance Textiles by
Lear (Refer to Table 5.4 below):
• Secondary containment for ASTs and in -use drums;
• Vessel/piping materials of construction compatible with fuels/oils;
• Level controls, alarm, and emergency shutoff on ASTs and dispensers; and,
• Lock on AST and secondary containment drain valves.
17

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
TABLE 5.4: Engineering Control Systems
Container
Location
Capacity
Material
Secondary
Secondary
Overfill
Corrosion
Collision
Emergency
Material
Type
(Gallons)
of Const.
Contain.
Contain.
Protection
Protection
Protection
Shutoff
Capacity
(Gallons)
Outdoors,
AST
northeast of
500,000
Steel
Yes
680,000
N/A (out
N/A (out
N/A (out
N/A (out of
of service)
of service)
of service)
service)
the building
Outdoors,
N/A (out
N/A (out
N/A (out
N/A (out of
Fuel Oil
AST
northeast of
500,000
Steel
Yes
680,000
of service)
of service)
of service)
service)
the building
Outdoors,
N/A (out
N/A (out
N/A (out
N/A (out of
AST
northeast of
500,000
Steel
Yes
680,000
of service)
of service)
of service)
service)
the building
New Oil
Outdoors,
AST
north of the
1,000
Steel
Yes
1,324
Yes
Yes
Yes
Yes
building
Used Oil
Outdoors,
AST
north of the
1,000
Steel
Yes
1,324
Yes
Yes
Yes
Yes
building
Outdoor, east
AST
of the
300
Steel
Yes
314
Yes
Yes
Yes
Yes
building
Diesel
AST
500
Steel
Yes
Yes
Yes
Yes
Yes
Outdoor, east
AST
500
Steel
Yes
554
Yes
Yes
Yes
Yes
of the WWTP
Inside,
Process
southeast
Up to
5,246
Steel
Yes
No
No
No
Yes
Equipment
portion of
5,246
Thermal Fluid
the building
Heater
Inside,
Equipment
Process
southeast
Up to
5,246
Steel
Yes
No
No
No
Yes
Equipment
portion of
5,246
the building
Outdoor,
roof in
Up to
AST
southeast
5,000
Steel
Yes
Yes
Yes
No
Yes
5,000
portion of
building
Outdoor,
roof in
Up to
AST
southeast
5,000
Steel
Yes
Yes
Yes
No
Yes
Hot Oil
5,000
portion of
building
Inside,
structure on
roof in
AST
5,000
Steel
Yes
Up to 5,00
Yes
Yes
No
Yes
southeast
portion of
building

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
Inside,
throughout
plant
Up to
2,000
Steel and
Plastic
Yes
Up to
2,000
No
Yes
(Paint)
No
NA
building
Inside, old
boiler room
Up to
4,000
Steel and
Plastic
Yes
Up to
4,000
No
Yes
(Paint)
No
NA
Inside, fire &
flammable
storage
Up to
2,200
Steel and
Plastic
Yes
Up to
2,200
No
Yes
(Paint)
No
NA
building
Inside, dye
and chemical
storage room
Up to
30,000
Steel and
Plastic
Yes
Up to
30,000
No
Yes
(Paint)
No
NA
55-gallon
drums
275-gallon
Drum and
Tote
Inside,
thermal fluid
heater room
Up to 775
Steel and
Plastic
Yes
Up to 775
No
Yes
(Paint)
No
NA
totes
Inside,
northeast
portion of
Up to 750
Steel and
Plastic
Yes
Up to 750
No
Yes
(Paint)
No
NA
building
Outside,
north of
fabrication
Up to
2,000
Steel and
Plastic
Yes
1,690
No
Yes
(Paint)
No
NA
shop
5.5 SECURITY
The Guilford Performance Textiles by Lear has security personnel on -site during operating hours. The site
is operational 24 hours a day, 7 days per week. The site is secured with a combination of chain link and
iron fencing and locking gates. Access to the site is restricted to authorized personnel through door codes
and key card access. Security cameras are located around the periphery of the building and visually
monitor entrance gates at all times. Facility lighting is also present at the building and parking areas and
provides adequate lighting to observe leaks or spills during non -daylight inspection.
All tank drain valves are in the closed position and locked when not in use. All start/stop controls for oil
pumps are either located in areas accessible only to authorized personnel, are restricted for use by
authorized personnel, or are locked in the off position when not in use. The accessible loading
connections for all oil storage facilities are capped and locked when not in use. The transformers are
locked and maintained by Duke Energy.
19

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
6. SPILL COUNTERMEASURE PROCEDURES
As previously described, spill prevention and control measures at the Guilford Performance
Textiles by Lear include:
• Secondary containment;
• Truck unloading/loading procedures; and
• Engineering controls.
In addition, preventive operating practices such as routine inspections, minimal bulk storage,
good maintenance, security measures, and personnel training minimize the likelihood of a major
oil release. However, should a release occur, the Guilford Performance Textiles by Lear has
established an emergency protocol to respond to spills and notify appropriate agencies.
Based on existing spill prevention controls in place at the Guilford Performance Textiles by Lear,
the most likely scenario for a spill of oil -based products to the ground surface and adjacent
waterways is from the unloading of drums/totes containing oils, or unloading/delivery of diesel,
oil or transmission oil to ASTs at the site. Therefore, the spill countermeasure procedures are
aimed at responding swiftly to an accidental discharge or accidental release during drum
unloading activities or a result of human error during AST unloading/delivery operations (e.g.,
overfilling, non -connected hose, etc.). An accidental release from a ruptured oil drum/tote could
release up to 275 gallons, while a release of oils/diesel from the ASTs during loading/unloading
activities could potentially release up to 5,000 gallons.
6.1 EMERGENCY ORGANIZATION
The facility Emergency Response Coordinator is in charge of all spill response activities and has
the authority and training to mobilize the appropriate personnel and equipment in the event of a
spill. Upon discovery of a spill, facility employees must immediately notify the Emergency
Response Coordinator.
The Emergency Response Coordinator provide immediate notification and follow-up written
reports to the appropriate federal, state, and local agencies. Current key personnel in the
emergency organization are listed in Table 6.1.
20

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project- 6480-22-0079
TABLE 6.1
EMERGENCY PHONE NUMBERS
INDIVIDUAL OR
Title
PHONE NUMBER
COMMENTS
ORGANIZATION
Office: 910-XXX-XXXX
Open/TBD
EHS Manager
Cell: 910-XXX-XXXX
John Davis
Site Environmental
Office: 910-296-5301
Technician
Steven Middlebrook
Plant Manager
Cell: 910-372-8296
Open/TBD
Technical Manager
Cell: 910-XXX-XXXX
George Yankay
WWTP Operator
Cell: 910-540-0684
Fire Department
NA
911 or 910-296-1878
North Carolina Department of
Environmental Quality
NA
1-800-858-0368
Emergency Response
North Carolina Department of
Environmental Quality
NA
910-796-7215
Wilmington Regional Office
Emergency
ECU Health Duplin Hospital
NA
911 or 910-296-0941
Room
6.2 RESPONSE PROCEDURES
Upon hire or promotion and annually thereafter, Guilford Performance Textiles by Lear employees
are trained in their duties in the event of a spill. Training documentation is maintained by the
Guilford Performance Textiles by Lear. The following outlines general emergency activities for spill
response:
The employee discovering the spill reports it immediately to the Emergency Response
Coordinator.
• The Emergency Response Coordinator assesses the nature and extent of the spill and the
potential threat to human life or the environment.
21

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
• As necessary, Emergency Response Coordinator notifies local authorities, activates emergency
response personnel and equipment, and enlists outside emergency services. The Emergency
Response Coordinator follows -up with written reports to the appropriate regulatory agencies.
• The Emergency Response Coordinator authorizes immediate action to contain the spill to the
facility grounds by placing absorbent materials and/or booms around the material. If the spill
should reach a curb and gutter drainage channel, he/she will authorize further action to stop
the migration of the spill (i.e., placement of absorbent booms downgradient of the spill area
within the curb and gutter drainage).
• To the extent feasible, spilled materials will be recovered and reclaimed or disposed. Materials
such as absorbents and contaminated soil and water will be disposed at an appropriate
facility.
• The Emergency Response Coordinator will keep a daily log of activities during the spill event
including the nature and extent of the spill, the response actions, outside assistance, the
quantity and disposition of spill materials, an assessment of environmental damage, and
contact with regulatory agencies.
6.3 RESPONSE MEASURES AND EQUIPMENT
Response measures include the use of absorbent materials or the construction of temporary
dikes, swales, or berms to prohibit or control the flow of spilled materials. Absorbent materials
including absorbent pads, booms, floor -dry and miscellaneous equipment are available on -site.
Outside services such as equipment and crews, vacuum trucks, disposal contractors, fire
department, and hazardous materials response teams may also be enlisted as necessary.
6.4 OUTSIDE ASSISTANCE
The Emergency Response Coordinator is responsible for notifying outside emergency response
organizations in the event their services are needed. Outside assistance may be requested for
traffic control, community evacuation, fire, spill control and cleanup, and medical emergencies.
The Emergency Response Coordinator is also responsible for retaining cleanup contractors and
procuring necessary materials and equipment. The Emergency Response Coordinator shall
maintain a log of the progress of activities during the cleanup.
6.5 CLEANUP AND DISPOSAL
Spill cleanup activities will be conducted under the general supervision of the Emergency
Response Coordinator who will designate facility personnel and equipment and authorize
assistance as needed. Recovered materials will be reused if possible either by returning to storage
or reclaiming. Spill residues and other contaminated materials will be characterized using Safety
Data Sheets, analyses, or other available information and disposed in accordance with applicable
regulations in a manner approved by the Emergency Response Coordinator. Supplies or
equipment depleted or destroyed as a result of the spill or subsequent response activities will be
replaced as soon as possible.
22

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
6.6 NOTIFICATION AND REPORTING
Oil discharges greater than 1,000 gallons in one single discharge or two discharges each greater
than 42 gallons within a 12-month period must be reported to the EPA Regional Administrator.
The notification and reporting procedures to be followed in the event of a spill and the
designated personnel responsible for each notification or report are outlined in this section. A
table which lists agencies and services that may potentially be notified is included in Table 6.6.
TABLE 6.6
SPILL NOTIFICATION
ORGANIZATION
PHONE NUMBER
COMMENTS
LOCAL
Kenansville Fire Department
911 or 910-296-1878
Duplin County Emergency
Notify if the spilled material
Management/Fire Marshal
enters the stormwater
911 or910-296-2160
system. Call 911 after hours
and on weekends.
STATE
North Carolina Department of
Environmental Quality
1-800-858-0368
24-Hour Reporting Number
Emergency Response
North Carolina Department of
Environmental Quality
910-796-7215
Wilmington Regional Office
FEDERAL
EPA National Response Center
1-800-424-8802
24-Hour Reporting Number
EPA Region IV
404-562-8700
24-Hour Reporting Number
US Coast Guard National
1-800-424-8802
Response Center
6.6.1 Notification and Reporting
In the event of a spill, the employee discovering the spill shall immediately notify the Emergency
Response Coordinator.
If the spill poses a threat to human health or the environment, the Emergency Response
Coordinator will notify the local sheriff, police, fire department, and medical personnel as needed.
23

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
The Emergency Response Coordinator will determine if the spill is reportable and immediately
notify the EPA, the North Carolina Department of Environmental Quality (NCDEQ) and other
agencies as appropriate. A Spill Reporting Form has been included as Appendix E.
If a spill of oil reaches navigable water, the Emergency Response Coordinator will notify the
EPA/United States Coast Guard National Response Center and the NCDEQ. The Emergency
Response Coordinator will provide the following information:
• The date and time of the spill or release;
• An estimate of the type of material, the quantity of material released or spilled, and the time
or duration of the event;
• The exact location of the spill, including the name of the waters involved or threatened
and/or other medium or media affected by the release or spill;
• The source of the release or spill;
• The cause of the discharge and damages or injuries;
• The name, address, and telephone number of the person in charge of, or responsible for, the
facility or activities associated with the release or spill;
• The extent of actual and potential water pollution;
• The person at the release or spill site who is in charge of operations at the site and the
telephone number of this person;
• Whether or not an evacuation is required;
• The names of individuals and/or organizations who have also been contacted; and
• The steps being taken or proposed to contain and clean up the spill and precautions taken to
minimize impacts.
A follow-up written report will be submitted to EPA Region IV within 60 days if the spill exceeds
1,000 gallons or if two separate discharges greater than 42 gallons each occur within a 12-month
period. The written report will contain, at a minimum, the following information:
• Name and location of the facility;
• Name of owner/operator;
• Date and year of initial facility operation;
• Maximum storage or handling capacity of oil of the facility and normal daily throughput;
• Facility description with site maps, flow diagrams, and topographic maps;
• SPCC Plan and failure analysis;
• Cause of spill with failure analysis;
• Corrective action taken and a description of equipment repairs and replacements;
• Additional preventive measures taken or contemplated to minimize the possibility of
recurrence; and
• Other information pertinent to the SPCC Plan or spill event.
24

Spill Prevention, Control, and Countermeasure Plan December 76, 2022
Guilford Performance Textiles by Lear — Kenansville, North Carolina
WSP Project 6480-22-0079
6.6.2 Records
The Emergency Response Coordinator will keep a log of activities during the spill event including
the quantity of oil spilled, recovered, and disposed; itemized expenditures; general assessment of
environmental damage; and other notable events that may occur during the spill and subsequent
response activities. Upon completion of activities, the Emergency Response Coordinator will
amend the completed Spill Report Form and prepare a chronological summary of the incident for
entry into the SPCC Plan. A continuous improvement activity will occur to determine what
corrective actions need to be implemented to prevent future incidents.
25

FIGURES

OIL STORAGE LOCATIONS, OUTDOOR
- -
- -
A= 500,000-GAL. #6 FUEL OIL ASTS (NOT IN USE)
-
_ - B= 1,000-GAL. WASTE OIL AST
_
C= 1,000-GAL. NEW OIL AST
D= 300-GAL. DIESEL FUELAST
E= TWO 5,426-GAL. HOT OIL AST
—
>ti4 'f •?,' �y :
-
F1= 5,000-GAL. HOT OIL EXPANSION TANK (ON ROOF)
F2= 5,000-GAL. HOT OIL EXPANSION TANK (ON ROOF)
IF r'
n
G= 500-GAL. DIESEL FUEL AST
_
L= EMPTY DRUMS/TOTE STOARGE AREA
M= TRANSFORMERS -PAD MOUNTED
N=TRANSFORMERS-POLE MOUNTED
L
d
qw 4
OIL STORAGE LOCATIONS, INDOOR
�gy�.,,ra,. �_
�}
F3= 5,000-GAL. HOT OIL EXPANSION TANK IN ENCLOSED,
CONTAINED STRUCTURES ON ROOF, INDOOR
H= USED OIL TRANSFER STATION
g
1= UP TO 8 55- ALL N DRUMS OIL INDOOR
;•'1'.17+�. ^ +'+ ;,a? ;jxip�T__�'t'
_
J= BULK F&CL STORAGE BUILDING (FIRE/FLAMMABLE
"
STORAGE
K= MULTIPLE 55-GAL. DRUMS THERMAL OIL, INDOOR
CHEMICAL STORAGE LOCATIONS, OUTDOOR
O= 6,000-GALLON ACETIC ACID AST
R
Greige - SK
=
P= 1,000-GALLON BRINE TANK
� a+ ■
Shipping ti .
Department
Knitting
O
i .I
Fabric B
Warehouse O
C
1
CHEMICAL STORAGE LOCATIONS, INDOOR
500,000-GALLON Q= DYE & CHEMICAL STORAGE ROOM
FUELOILASTS R= F&CL STORAGE CONTAINMENT PALLETS WITH
E:
�` A*'USE
Warping
('3'%
UP TO 8 55-GAL. DRUMS & 1 275-GALLON POLY TOTE
NO LONGER IN
_
R
Maintenance
O
-
S= OLD BOILER ROOM, UP TO 40 DRUMS/TOTES FULL &
ti
Area
UP TO 40 DRUMS EMPTY
i .
_
Warper
V= BULK POLY TANK OF CLEANING CHEMICAL(S) AND 55-
®
O
GALLON DRUMS
W= HAZ. WASTE SATELLITE ACCUMULATION AREA
rr_
2
MW
,�
OUTDOOR STORAGE, OTHER
T= YARN BEAM STORAGE AREA
SK= SPILL KIT
l
�
{
r
—
L
PW= PARTS WASHER
Weaving ' ,i • Supply Room
Chiller Dyeing
Laminate &
I Safety Room t Room,,"1
S,
Inspection -:..E.
I Fl F2 F3 Upstairs
Finishing Dye Lab
i ]M I �•.:...
�. t7 9 5 �
Foam N
Warehouse I N
®\ M
M
Thermal Fluid
r Heater Building
_ Aeration
Basin
Equalization
008 Basin Aff, ,
TITLE: CHEMICAL STORAGE AREAS
LEAR CORPORATION FACILITY
woo# 1754 NC HIGHWAY 903 NORTH
KENANSVILLE, NORTH CAROLINA
FA
Although every effort has been made to ensure the accuracy of information, errors and conditions originating from the physical
sources used to develop the database may be reflected in the data supplied. The requestor must be aware of data conditions and
ultimately bear responsibility for the appropriate use of the information with respect to possible errors, original map scale, collection
methodology, currency of data, and other conditions specific to certain data.
Legend
Estimated
1 Surface Flow
Direction
® Stormwater Drop
Inlet
Stormwater
Conduit
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Stormwater Pipe
Concrete or Rip -
Rap Lined Ditch
O Stormwater
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R
0 80 160
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.pan Mlle
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contributors, CC -BY -SA
PREPARED BY: G. HUTCHINS
PROJECT NUMBER: 648022019
Figure No.
DATE: 9/22/2022
CHECKED BY: N. HOTZELT DATE: 9/22/2022
MAP PROJECTION: NC State Plane (NAD83, feet)
A111100%
Document Path: P:\Lear Kenansville\GIS\Oil Storage Plan (11x17LS).mxd

A= STEEL SECTION RACK & METAL SCRAP BIN
B= 1,000-GAL. WASTE OIL AST Legend
- C= 1,000-GAL. NEW OIL AST
D= 300-GAL. DIESEL FUELAST
f t
-_____ __ __ -- -------_=------=_--- = -- — -- — — — — — '— — — E= TWO 5,426-GAL. HOT OIL AST (ON ROOF) Estimated
- - # $ I F=THREE 5,000-GAL. HOT OIL EXPANSION TANKS (ON ROOF) Surface Flow
! ! G= 500-GAL. DIESEL FUEL AST
'�►r i H= 10,000-GAL. ALUM & CAUSTIC TANKS Direction
IN I 1= DRY CLUDGE BIN
J= MISC. OUTDOOR STORAGE Q Stormwater Drop
' Q �' ' ?�"3-}�J�c? `{;•� -- ` K= THERMAL OIL HEATER SYSTEM BLOWDOWN PIT Inlet
9P#/! DA-001 j ! L= OUT OF SERVICE ELECTRICAL POWER GENERATOR SET WITH
i DA-008j
BASE TANK
Stormwater
M= PAD MOUNTED TRANSFORMERS
N= POLE MOUNTED TRANSFORMERS Conduit
vb"...y
i ! ! j�° b P= ACID 1,000-GAL BR IN TANK ASTSK= SPILL Drainage Ditch
eV PW= PARTS IWASHER
Stormwater Pipe
i . �.'k''4r`�.
.I--sf"®_ =ram' -• �,• '+� ConcreteorRip- r r:.
a I y _ •� +., .. fit. Rap Lined Ditch
J i Greige SK ,� +
o
i it �. ■ Fabric :�ti
Shipping Knitting Warehouse Stormwater
Department ! B c STOO RMWATER ISOLATION VALVE ` Outfall
i p Warping
/-- i Maintenance Drainage Area
Area
i
Warper
r
500 1121 1001
- - - - A FUEL OILASTS (3') _ r--- ----
r ---- .--- -- =-a ---•----------------------- - - -. �i },- _ NO LONGER IN USE 1002
-�- L---------
�► STORMWATER ISOLATION VALVE 003
i
—.._.._............. SupplyRoom� jDA_002j - - ���•� ] 004
I Inspection j Weaving
L, _y Safety Room',+ o, ping' j Y O ` r - FABRICATION SHOP j 005
Laminate & ! ` g
-- — ----:-------------- UPS
tairs rDA-003 I OF-002 OF-001 L - - --�
r� 'i, r--------�
J� Chiller _ _ .. - I ��6
Finishing . Dye Lab r jl _ L._.._.._.
Room t
P, p I 007
! i ' DA-007 4.,E""`_ DA-004 L._.._.._.
h•. I ®� �- -- - - OF-003 r-------- 008
i' �FLOC•CULATION STORAGE L..........
Foam j ®, O O i� O r---------
I Warehouse q NO N N Propane I WWP
r----------- I L--------=
M -----•---------- �'�, : DA-WWP J.
�' Tank
i 0 % •�, E---------- I\ O '�. SHEET FLOW
05
•--•--•---- j�- ., TOW RDS Aeration O CAPE FE-AR -
j Basin OF-WWP RIVER
Equalization ► 0 80 160
Basin Feet
OF-008 DA-006
Flende.5on r[aonokr
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G SODIUM.°°'°
! I ! SHEET FLOW HYPOOHLORITE N4h PaIM dtaletgh _ kuc;p
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reK FeyeSi�vlae T
.. .. .. .. .. .. .. .. .. .. .. .- -
•� % WASTEWATE-R f *k'°"""°
OF-006 OF-005 OF-004 • % DISCHARGE e
= - © Open'StreetMap'(and)
contributors, CC-B / fSA
TITLE: SITE STORMWATER PLAN
PREPARED BY: G. HUTCHINS DATE: 9/22/2022 PROJECT NUMBER: 648022019 Figure No.
Although every effort has been made to ensure the accuracy of information, errors and conditions originating from the physical CHECKED BY: N. HOTZELT MAP PROJECTION: NC State Plane (NAD83, feet)
L EA R CORPORATION FACILITY
sources used to develop the database may be reflected in the data supplied. The requestor must be aware of data conditions and DATE: 9/22/2022
woo ultimately bear responsibility for the appropriate use of the information with respect to Possible errors. original map scale, collection
1754 NC HIGHWAY 903 NORTH methodology, currency of data, and other conditions specific to certain data.
Document Path: P:\Lear Kenansville\GIS\Stormwater Site Plan (11 x17LS).mxd 3
KENANSVILLE, NORTH CAROLINA

APPENDIX A
ANNUAL SPCC PLAN INSPECTION AND REVIEW CHECKLIST

ANNUAL SPCC PLAN INSPECTION AND REVIEW CHECKLIST
GUILFORD PERFORMANCE TEXTILES BY LEAR
1754 NC HWY 903 NORTH
KENANSVILLE, NORTH CAROLINA
(Maintain all inspection records as part of SPCC Plan for at least 3 years.)
Date:
Date of Next Required Review and Recertification:
Inspector:
Locati
Yes No NA
1. Is SPCC Plan on file at location?
2. Is SPCC Plan signed by professional engineer?
3. Is SPCC Plan signed by facility management?
4. Are periodic inspections being carried out?
5. Are inspection records in SPCC file?
6. Are training meetings being carried out?
7. Are annual training meetings documented in the file?
8. Have key personnel read the plan?
9. Is an Emergency Phone Contacts listing/form
included in the plan?
10 Are alert form names and phone numbers current?
11. Are all oil storage tanks listed and located in the plan?
Exceptions:

APPENDIX B
CERTIFICATION OF THE APPLICABILITY OF THE SUBSTANTIAL HARM CRITERIA CHECKLIST

CERTIFICATION OF THE APPLICABILITY OF THE SUBSTANTIAL HARM CRITERIA
Facility Name: Guilford Performance Textiles by Lear
Facility Address: 1754 NC HWY 903 North
Kenansville, North Carolina
Does the facility transfer oil over water to or from vessels and does the facility have a total oil
storage capacity greater than or equal to 42,000 gallons?
Yes
No X
Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and
does the facility lack secondary containment that is sufficiently large to contain the capacity of the
largest aboveground oil storage tank plus sufficient freeboard to allow for precipitation within any
aboveground oil storage tank area?
Yes
No X
Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and is
the facility located at a distance such that a discharge from the facility could cause injury to fish
and wildlife and sensitive environments?
Yes
No X
Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and is
the facility located at a distance such that a discharge from the facility would shut down a public
drinking water intake?
Yes
No X
Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and
has the facility experienced a reportable oil spill in an amount greater than or equal to 10,000
gallons within the last 5 years?
Yes
No X
I certify under penalty of law that I have personally examined and am familiar with the
information submitted in this document, and that based on my inquiry of those individuals
responsible for obtaining this information, I believe that the submitted information is true,
accurate, and complete.
Signature Date
Name (Please Type or Print)
Title

APPENDIX C
SPCC INSPECTION FORMS

Spill Prevention Control and Countermeasure Plan Inspection
Checklists
Monthly Tank Inspection Checklist
Instructions: This inspection record will be completed every month. Place an X in the appropriate box for
each item. If any response requires elaboration, do so in the Descriptions & Comments space provided.
Further descriptions or comments should be attached on a separate sheet of paper if necessary. Monthly
inspections must be kept on file at the facility for 3 years. (Copy as needed)
Tank No.:
Yes
No Descriptions & Comments
Tank/drum surfaces show signs of leakage
❑
❑
Tanks/drums are damaged, rusted or deteriorated
❑
❑
Evidence of water in the fuel tanks
❑
❑
Bolts, rivets, or seams are damaged
❑
❑
Tank supports are deteriorated or buckled
❑
❑
Tank foundations have eroded or settled
❑
❑
Level gauges are inoperative
❑
❑
Vents are obstructed
❑
❑
Valve seals or gaskets are leaking
❑
❑
Pipelines or hoses are damaged or deteriorated
❑
❑
Loading/unloading ports are damaged or deteriorated
❑
❑
Connections are not capped or blank -flanged
❑
❑
Observe interstitial areas
❑
❑
Fencing, gates, or lighting is non-functional
❑
❑
Inventory of spill response equipment needs restocking
❑
❑
Remarks:
Signature: Date:

Annual Tank Inspection Checklist
This inspection record must be completed each year. If any response requires further elaboration, provide
comments in Description & Comments space provided. Further description and comments, if necessary, must
be provided on a separate sheet of paper and attached to this sheet. *Any item that receives "yes" as an
answer must be described and addressed immediately. (Copy as needed)
Tank No.:
Y*/
N
Description & Comments
Storage tanks
Tank surfaces show signs of leakage
Tank is damaged rusted or deteriorated
Evidence of water inside fuel tank
Bolts, rivets or seams are damaged
Tank supports are deteriorated or buckled
Tank foundations have eroded or settled
Level gauges are inoperative
Tank alarms are inoperative
Vents are obstructed
Evidence of paint failure or other paint problems
Containment Areas
Secondary containment is stained or contains liquid
Dike walls or floors are cracked or are separating
Evidence of leakage or problems in interstitial areas
Piping
Valve, seals or gaskets are leaking
Pipelines or hoses are damaged or deteriorated
Joints, valves and other appurtenances are leaking
Out -of -service pipes are not capped
Warning signs are missing or damaged
Loading/unloadingLoading/unloading and transfer equipment
Loading/unloading ports are damaged or deteriorated
Connections are not capped or blank -flanged
Inlet cover not available?
Security
Fencing gates or lighting is non-functional
Facility buildings are not locked when unoccupied
Response equipment
Response equipment inventory is incomplete
Annual reminders:
o Hold annual SPCC Briefing for all oil -handling personnel (and record the briefing using the Training
Record in Appendix D or equivalent); records of training must be kept on file at the facility for 3 years.
o Check contact information for key employees and response/cleanup contractors and update them in
the Plan as needed.
Additional Remarks:
Date: Signature:

APPENDIX D
VEHICLE LOADING AND UNLOADING PROCEDURES

Procedures Posting for all Tank Transfer Operations or
Loading and Unloading of Petroleum/Oil Products
WHILE LOADING OR UNLOADING A VEHICLE, THE VEHICLE
OPERATOR AND AN EMPLOYEE OR AUTHORIZED DESIGNEE MUST BE
PRESENT DURING TRANSFER OPERATIONS
NO SMOKING
WHILE LOADING OR UNLOADING VEHICLE
1. STOP WITH VEHICLE CONNECTIONS ADJACENT TO TRANSFER
CONNECTION.
2. STOP ENGINE AND SET HAND BRAKE.
3. INSTALL CHOCK BLOCKS FRONT AND BACK OF REAR WHEELS.
4. PLACE STORM DRAIN COVER OVER ANY STORM DRAIN WITHIN
50 FEET OF TRANSFER OPERATIONS.
5. CHECK TANK LEVEL AND ENSURE ADEQUATE VOLUME IS
AVAILABLE FOR PROPOSED DELIVERY OR RECEIPT.
6. CHECK PIPING AND ALL VALVES TO TANK.
7. CONNECT TRANSFER HOSE AND START PUMP.
8. CHECK FOR LEAKS.
9. STOP PUMP WHEN TRANSFER IS FINISHED.
10. CLOSE AND CHECK ALL VALVES.
11. DISCONNECT TRANSFER HOSE.
12. SECURE PIPE CAPS.
13. CHECK VEHICLE VALVES AND DRAINS FOR LEAKS.
14. REMOVE CHOCK BLOCKS AND STORM DRAIN COVER AND
PROCEED.

APPENDIX E
SPILL REPORTING FORM

Date:
Location:
Machine Asset Number (if applicable):
Estimated Volume of Spil
Cause of Spill
Spill Information/History Form
GUILFORD PERFORMANCE TEXTILES BY LEAR
1754 NC HIGHWAY 903 NORTH
KENANSVILLE, NORTH CAROLINA
Time: AM/PM
Department:
Type of Material
(If additional space is needed, attach separate sheet.)
Team Members who participated in clean-up:
Describe Actions Taken (including countermeasures taken, notifications and repair)
Items used for Clean-up Actions:
EHS Notification: Date:
Time: AM/PM By:
Note: If more than 1,000 gallons of oil is discharged into navigable waters in a single spill event, or if a combined amount greater than 42
gallons of oil is discharged into navigable waters in two reportable spill events within a 12-month period, then the EPA notification provisions
described in Section 112.4 of 40 CFR Part 112 must be adhered to. A copy of 40 CFR Part 112 is included in Appendix A.
Pave 1

Spill Clean-up Debrief Meeting
Date: Time: AM/PM
Location:
Spill Incident Commander:
Monitoring Information:
Root Cause of Spill
(If additional space is needed, attach separate sheet.)
Positive Actions:
Improvement Needs:
Items needed that were not present for Clean-up Actions:
Corrective Actions:
Pave 2

APPENDIX F
CROSS REFERENCE FORM

CROSS-REFERENCE FORM
LEAR CORPORATION - GUILFORD PERFORMANCE TEXTILES BY LEAR
1754 NC HIGHWAY 903 NORTH, KENANSVILLE, NORTH CAROLINA
SPCC Rule Description of Section
§ 112.7 General requirements for SPCC Plans for all facilities and all oil types. 1.1
General requirements; discussion of facility's conformance with rule requirements;
§ 112.7(a) deviations from Plan requirements; facility characteristics that must be described in
the Plan; spill reporting information in the Plan; emergency procedures.
§ 112.7(b) Predicted direction, rate of flow, and total quantity of oil.
F§_1 1 2.7(c) Secondary containment.
§ 112.7(d) Contingency planning.
Section
iii, 1.1 through 1.4, 2.1,
5.1 thru 5.5, 6.1 thru 6.6
4.1 thru 4.9
4.1 thru 4.9
5.1, 5.3, 6.2 though 6.5
§ 112.7(e) Inspections, tests, and records. 5.1, 5.2, 5.3
§ 112.7(f) Employee training and discharge prevention procedures. 5.1, 5.2, 5.3
§ 112.7(g) Security (excluding oil production facilities). F5.5
§ 112.7(h)
Loading/unloading (excluding offshore facilities).
4.2 thru 4.10, 5.1, 5.2,
Appendix D
§ 112.7(i)
Brittle fracture evaluation requirements.
5.1
Conformance with State requirements.
iii, iv, 5.1
§ 112.70)
§ 112.8
r
Requirements for onshore facilities (excluding production facilities).
1.1, 1.2
§ 112.12
§ 112.8(a)
General and specific requirements. 1.1, 1.2
§ 112.12(a)
§ 112.8(b)
Facility drainage. 2.2, Figure 2
§ 112.12(b)
§ 112.8(c)
Bulk storage containers. 4.1 thru 4.9
§ 112.12(c)
§ 112.8(d)
Facility transfer operations, pumping, and facility process. 4.2 thru 4.9, 5.1, 5.2
§ 112.12(d)

ATTACHMENT 6: STANDARD CHEMICAL ADDENDUM

EPA Identification Number
NPDES Number
Facility Name
Outfall Number
NCD058520016
NC0002305
Lear Corporation - Kenansville
1
Pollutant (Required)
CAS number
Method Number (if
Applicable)
Reason Pollutant Believed Present in Discharge
Estimated Concentration (If
Known)
Kjeldahl Nitrogen -Total
351.2, Rev. 2.0
Testing done to calculate total Nitrogen
0.70 mg/ L
Nitrate -nitrite (as N)
353.2, Rev. 2.0
Testing done to calculate total Nitrogen
0.30 mg/L

ATTACHMENT 7: STORM DRAIN LOCATIONS MAP

lip
I i 1% S
_ DA-008" �
I �
I !� _� t•l
I j,•4� Finished -
Goods
j Knitting
Circular —
Greige
Fabric
B C
Warehouse_
Knitting
I
Shop
Warper
®�
-
*
ir—•--------------------------
—
--•---......................................................-
--
O
j-•-••-•--•--•--------
Warping and
! Weaving ��
-
r — — -- ~ Inspection
' jDA-002j
e n
��•.- I
,t - -F--- sr-' -
!AME l I Face / n '
Finishing
I O Inspection .
: --•
i -
Face r
Finishing Dyeing 1
Mize- - - .
I ® ♦_ ! ! DA_007 j F DA-00 1 het.
Printing '-� I K E
�i•• i O � � � ® DA-005- - - i
--- -
Aaratinn
wood.
DA-006
16 r r r j
DA-003 ' yj•
OF-002
D
r •
�, OF-003
Je
..J
—'
Mpa
r — — — l
' �•`a4 Tail
DA-WWP: *,e
SHEET FLOW
rtirra�
A= STEEL SECTION RACK & METAL SCRAP BIN
B= 1,000-GAL. WASTE OILAST
Legend
C= 1,000-GAL. NEW OILAST
D= 300-GAL. DIESEL FUEL AST
Estimated
E= TWO 5,426-GAL. HOT OIL AST
F= THREE 5,000-GAL. HOT OIL EXPANSION TANKS
Surface Flow
G= 500-GAL. DIESEL FUEL AST
Direction
H= 10,000-GAL. ALUM & CAUSTIC TANKS
1= DRY CLUDGE BIN
J= MISC. OUTDOOR STORAGE
Stormwater Drop
K= THERMAL OIL HEATER SYSTEM BLOWDOWN PIT
Inlet
L= OUT OF SERVICE ELECTRICAL POWER
GENERATOR SET WITH BASE TANK
Stormwater
f M= PAD MOUNTED TRANSFORMERS
Conduit
N= POLE MOUNTED TRANSFORMERS
O= ACETIC ACID AST
P= BRINE TANK
Drainage Ditch
Stormwater Pipe
F
Concrete or Rip -
Rap Lined Ditch
-
_Y
Stormwater
Outfall
Drainage
Area
001
1
r
r---------
j
002
L---------
003
x
004
OF-001
j
L_-__—__--
005
j
006
007
' j
008
WWP
SHEET FLOW
0 80 160
Feet
-- _ - gh lmrit Raleigh
— rlt-
OF-006
- e
- © OpenStreetMap (and)
contributors, CC -BY -SA
TITLE: SITE STORMWATER PLAN PREPARED BY: G. HUTCHINS DATE: 3/29/2022 PROJECT NUMBER: 648022019 Figure No.
Although every effort has been made to ensure the accuracy of information, errors and conditions originating from the physical CHECKED BY: M. WALLACE MAP PROJECTION: NC State Plane (NAD83, feet)
L EA R CORPORATION FACILITY
sources used to develop the database may be reflected in the data supplied. The requestor must be aware of data conditions and DATE: 3/29/2022
ultimately bear responsibility for the appropriate use of the information with respect to possible errors, original map scale, collection
1754 NC HIGHWAY 903 NORTH methodology, currency of data, and other conditions specific to certain data.
Document Path: P:\Lear Kenansville\GIS\Stormwater Site Plan (11 x17LS).mxd
KENANSVILLE, NORTH CAROLINA

ATTACHMENT 8: PFAS QUESTIONNAIRE

October 4, 2023
Mr. Fenton Brown Jr.
Environmental Engineer I1
NCDEQ, Division of Water Resources,
Water Quality Permitting Section
1617 Mail Service Center
Raleigh, NC 27699-1617
Reference: RESPONSES TO THE PFAS QUESTIONNAIRE
DRAFT 2023 NPDES PERMIT RENEWAL
LEAR CORPORATION
1754 NC HWY 11/903 N
KENANSVILLE, NC 28349
Dear Mr. Brown:
On behalf of Lear Corporation (Lear), WSP USA Environment & Infrastructure Inc. (WSP) respectfully
submits the enclosed responses to the PFAS Questionnaire to the Water Quality Permitting Section,
Division of Water Resources (DWR), North Carolina Department of Environmental Quality (NCDEQ).
WSP understands that the Permitting Section has requested responses to the PFAS Questionnaire
associated with the Draft 2023 NPDES Permit Renewal for the Kenansville facility, which was
prepared and submitted by Lear on November 29, 2022. Lear prepared the responses to the PFAS
Questionnaire as requested by NCDEQ in a letter received in June 2023. Lear has indicated that they
intend to contract WSP in October 2023 to support the NPDES permitting process for the
Kenansville facility.
If you have questions regarding the responses to the PFAS Questionnaire, please contact Ms. Vandana
Muddu at [phone] or via email at vandana.mudduPwsp.com at your convenience.
Sincerely,
WSP USA Environment & Infrastructure Inc.
Digitally signed by Vandana
Mudd
QdP_�pn__ DN: —Vandana Muddu, SUS,
tall=
email=Vandana.Muddu@wsp.
com
Date: 2023.10.04 16:02:07-04'00'
Vandana Muddu
David Digitally signed by David
Woodward
DateWoodward 16:30:2023.10-04.04
16:30:35-04'00'
David Woodward
Senior Environmental Consultant Principal Consultant
Enclosure: Responses to PFAS Questionnaire, Lear Kenansville Facility
cc: Mr. Avtar Mavi - Lear Corporation

RESPONSES TO THE PFAS QUESTIONNAIRE
DRAFT 2023 NPDES PERMIT RENEWAL
LEAR CORPORATION
1754 NC HWY 11/903 N
KENANSVILLE, NC 28349
PREPARED BY: LEAR CORPORATION
1. Do you use any material or products (directly or indirectly) in your operations that contain fluorinated
chemicals? If so, please identify what materials or products contain fluorinated chemicals.
Yes, the product names are as follows:
Catapex 4410
Soilgard 270
We have removed PFOA and PFOS (C8) based chemistries from Lear's Kenansville facility for
both dyeing and finishing in 2006-2008. We currently utilize a PFOA-free based fluorotelomer in
some of our products as a C6 fluorocarbon. The Catapex 4410 and Soilgard 270, utilized in our
finishing process (framing/stenters), contain C6 fluorinated chemicals.
2. Will your facility formulate or create products (directly or indirectly) which contain fluorinated
chemicals? If so, please identify the specific fluorinated chemicals that may be formulated or created.
Lear's Kenansville facility utilizes the C6 fluoropolymers in the finishing process (framing/
stenters) for surface coating of overhead and seating textile materials supplied in the automotive
sector.
3. Will your facility produce solid waste, liquid waste, wastewater effluent, or other waste containing
fluorinated chemicals? Please be as specific as possible to describe what fluorinated chemicals may result
in the facility's wastewater, solid waste, or sludge.
Yes, Lear's Kenansville facility produces solid waste, liquid waste, and wastewater effluent
which may contain C6 fluoropolymers that are used in the finishing process as described in
response for Question #2.
4. Are there processes or operations that use equipment, material, or components that contain PFAS
chemicals (e.g., surface coating, clean room applications, solvents, lubricants, fittings, tubing, processing
tools, packaging, facility infrastructure)? Could these activities result in fluorinated chemicals being
discharged as products, or by-products (i.e., through leaching, chemical process, heat treatment,
pressurization, etc.)?
Yes - the C6 fluoropolymer surface coating application in the finishing process at our facility
may results in PFAS chemicals being present in our waste streams.
No - the PFAS used in our surface coating application process and wastes generated from this
application are properly contained and should not result in a discharge as products or by-
products (i.e., through leaching, chemical process, heat treatment, pressurization, etc.).

5. List CAS numbers of all known or believed present fluorinated compounds from the questions above.
Please provide descriptions, quantities, and whether there are any unknowns related to the above
questions.
The CAS numbers for all the chemicals used in Catapex 4410 and Soilgard 270 are not available
due to the chemical compositions being proprietary to the manufacturer. Please see a list of
known chemicals and their CAS numbers below in Insert 1:
INSERT 1 Chemical Composition
Chemical Name
CAS Number
% on weight of dry solids
Catapex 4410
Acetic Acid
64-19-7
0.5-1
Soilgard 270
Acrylic polymers (no PFAS)
Proprietary
18-22
Perfluoro polymer
Proprietary
38-42
Tripropylene Glycol
24800-44-0
5-15
Sorbitan palmitate
26266-57-9
4-8
Silsequioxane dispersion (dry soil release)
Proprietary
5-10
Humectant/antioxidant
Proprietary
10-14
Acetic Acid
64-19-7
0.1
6. Are there other facilities or operations in the U.S. or internationally that are identical to or may use
processes similar to the facility in North Carolina? If so, please provide facility identification information
and wastewater characterization including all PFAS compounds?
7. Additionally, have any PFAS analytical results been collected with any analytical test method similar to
the following EPA Test Methods. Are any of the fluorinated compounds listed in one of the following
methods and can you provide us with data resulting from these test methods?
❑ Methods 533 & 537.1 (drinking water)
❑ SW-846: Method 8327 (water)
❑ Draft Method 1633 (water, solids, tissue)
❑ "Total PFAS" Draft Method 1621 (wastewater)
Yes, the PFAS laboratory analytical data was previously provided to NCDEQ.

ATTACHMENT 9: UPDATED WATER BALANCE

WASTEWATER FLOW DIAGRAM 2022
Production Plant Wastewater & Sanitary Waste
0.756 MDG
Headworks (Bar -screen / flow measurement) 1-T
0.756 MGD 0.05 MGD
0.773 MGD 0.773 MGD Flow Evaporation
Transfer Pump Station Equalization 0.006 MGD
Basin 3-G
0.01 MGDPoly/Dilution Water
Sludge 12
Aeration 1.69 MGD 3 B Holding 0.085 MGD in
Basin 3-A Splitter Box 0.11 MGD g Drying 5-H
Basin Beds
0.195 MGD
0.845 MGD 0.845 MGD
Aerobic
Digester 5-A
Clarifier #1 S_E Clarifier #2 Landfill 5-Q
0.907 MGJ t t 0.035 MGD
0.320 MGD
KEY:
Blue: Production water
Brown: Sludge/Solids
Green: Decant/supernate/filtrate
25 MGD 0.525 IV GD
1
RAS/WAS pump station
0.143 MGD
0.320 MGD
1-U
Tertiary Clarifier
0.571 MGD
0.063 MGD
Gravity
369 MGD Thickener
Chlorine
Contact 2-F
Chamber
0.006 MGD Filtrate
Basin
Effluent
De -Chlorination
Monitoring &
addition 2-E sampling
To River
Outfall 001 4-A
0.571 MGD

Lear Water Balance Line Diagram
Well #1 (Underground Aquifer) Well #2 (Underground Aquifer) Well #3 (Underground Aquifer)
�0.081 MGD 0.272 MGD 0.403 MGD
0.756 MGD
0.07 MGD 0.560 MGD 0.12 MGD 0.006 MGD
0.11 MGD 0.1 MGD 0.075 MGD
Boiler Dye House Finishing Sanitation Waste
Chemicals 0Chemicals To Product
05 MGD 01 MGD 0075 MGD
...
Condensate 0.58 MGD 0.17 MGD
To Atmosphere
0.04 M G D
Solid Waste 0.006 MGD
Wastewater Treatment
0.035 MGD Plant
0.571 MGD Outfall 001