NC0002305_More Information (Received)_20230811

i
0 LEAR Making every drive better TM
Lear Corporation
Guilford Performance Textiles by Lear
1754 NC Highway 903/11 North
Kenansville, NC 28349
Phone—[phone]
August 10, 2023
NC Department of Environmental Quality RECEIVED
Division of Water Resources/Permitting 2023
1617 Mail Service Center AUG 11
Raleigh, NC 27699 1617pEQpNPpES
Attention: Division of Water Resources—Water Quality Permitting
RE:Wastewater Treatment Permit Renewal Application—Lear Corp., Permit No. NC0002305
To Whom it May Concern,
Enclosed are three copies of the completed Wastewater Treatment Permit renewal applications for
Lear Corp.—Kenansville, Permit Number NC0002305.Also included are the site maps,water balance
line diagrams, laboratory analysis for upstream and effluent hardness data, chemical addendum
sheet,SWPPP and SPCC plans.
Thank you in advance for your assistance with this application. If you have any questions or need
additional information concerning this application, please contact our Operator In Responsible
Charge,George Yankay at(910) 296-5201.
Yours sincerely,
/#
S eve iddlebrook
Plant Manager
Tel—[phone]
[e-mail]

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD058520016 NC0002305 Lear Corporation OMB No.2040-0004
Form U.S.Environmental Protection Agency
t = EPA Application for NPDES Permit to Discharge Wastewater
NPDES GENERAL INFORMATION
SECTION 1.ACTIVITIES REQUIRING AN NPDES PERMIT(40 CFR 122.21(f)and(f)(1))
1.1 Applicants Not Required to Submit Form 1
1.1.1 Is the facility a new or existing publicly owned 1 1 2 Is the facility a new or existing treatment works
treatment works? treating domestic sewage?
If yes,STOP.Do NOT complete E No If yes,STOP.Do NOT No
Form 1.Complete Form 2A. complete Form 1.Complete
Form 2S.
1.2 Applicants Required to Submit Form 1
1.2.1 Is the facility a concentrated animal feeding 1.2.2 Is the facility an existing manufacturing,
operation or a concentrated aquatic animal commercial,mining,or silvicultural facility that is
production facility? currently discharging process wastewater?
❑ Yes 4 Complete Form 1 E No El Yes 4 Complete Form No
a. and Form 2B. 1 and Form 2C.
R 1.2.3 Is the facility a new manufacturing,commercial, 1.2.4 Is the facility a new or existing manufacturing,
a) mining,or silvicultural facility that has not yet commercial,mining,or silvicultural facility that
•i commenced to discharge? discharges only nonprocess wastewater?
dYes 4 Complete Form 1 No ❑ Yes 4 Complete Form El No
ce and Form 2D. 1 and Form 2E.
1.2.5 Is the facility a new or existing facility whose
' discharge is composed entirely of stormwater
associated with industrial activity or whose
discharge is composed of both stormwater and
non-stormwater?
Yes 4 Complete Form 1 E✓ No
and Form 2F
unless exempted by
40 CFR
122.26(b)(14)(x)or
(b)(15).
SECTION 2.NAME,MAILING ADDRESS,AND LOCATION(40 CFR 122.21(f)(2))
2.1 Facility Name
Lear Corporation-Kenansville
2.2 EPA Identification Number
V
o NCD058520016
2.3 Facility Contact
Name(first and last) Title Phone number
22
George Yankay Operator In Responsible Charge(OIRP) [phone]
Email address
[e-mail]
2.4 Facility Mailing Address
Street or P.O.box
1754 NC Highway 903/11
City or town State ZIP code
Kenansville NC 28349
EPA Form 3510-1(revised 3-19) Page 1

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD058520016 NC0002305 Lear Corporation OMB No.2040-0004
y 2.5 Facility Location
45 .•E Street, route number,or other specific identifier
Q o 1754 NC Highway 903/11
c o County name County code(if known)
Fs
o Duplin Not Known
c City or town State ZIP code
c
co z Kenansville NC 28349
SECTION 3.SIC AND NAICS CODES(40 CFR 122.21(f)(3))
3.1 SIC Code(s) Description(optional)
2258 Lace and warp knit fabric mills
2262 Finishers of Broad-woven Fabrics of Man-made Fiber
m
0
o
U
3.2 NAICS Code(s) Description(optional)
a
`° 336360 Motor Vehicle Seating and Interior Trim Manufacturing
SECTION 4.OPERATOR INFORMATION(40 CFR 122.21(f)(4))
4.1 Name of Operator
Lear Corporation-Kenansville
4.2 Is the name you listed in Item 4.1 also the owner?
� ❑ Yes ❑ No
4.3 Operator Status
❑ Public—federal ❑ Public—state ❑ Other public(specify)
o El Private ❑ Other(specify)
4.4 Phone Number of Operator
[phone]
4.5 Operator Address
Street or P.O.Box
1754 NC Highway 903/11
o 2
.__ City or town State ZIP code
`o Kenansville NC 28349
is
Q Email address of operator
[e-mail]
SECTION 5.INDIAN LAND(40 CFR 122.21(f)(5))
5.1 Is the facility located on Indian Land?
• c
❑ Yes ❑ No
EPA Form 3510-1(revised 3-19) Page 2

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD058520016 NC0002305 Lear Corporation OMB No.2040-0004
SECTION 6.EXISTING ENVIRONMENTAL PERMITS(40 CFR 122.21(f)(6))
6.1 Existing Environmental Permits(check all that apply and print or type the corresponding permit number for each)
To
❑✓ NPDES(discharges to surface 0 RCRA(hazardous wastes) ❑ UIC(underground injection of
o w water) fluids)
I✓ NC0002305 NCD058520016 None
uc d 0 PSD(air emissions) ElNonattainment program(CM) 0 NESHAPs(CM)
02484 r24 40 CFR 63 Subpt JJJJJJ
w ❑ Ocean dumping(MPRSA) ❑ Dredge or fill(CWA Section 404) 0 Other(specify)
CCPCUA-CU3094
SECTION 7.MAP(40 CFR 122.21(f)(7))
7.1 Have you attached a topographic map containing all required information to this application?(See instructions for
specific requirements.)
❑r Yes ❑ No ❑ CAFO—Not Applicable(See requirements in Form 2B.)
SECTION 8.NATURE OF BUSINESS(40 CFR 122.21(f)(8))
8.1 Describe the nature of your business.
Warp knitting and weaving of synthetic fibers for the automotive industry.Dyeing,finishing,and flame lamination of
U knitted and woven synthetic fabrics.
U)
a)
N
co
0
m
Co
SECTION 9.COOLING WATER INTAKE STRUCTURES(40 CFR 122.21(f)(9))
9.1 Does your facility use cooling water?
2
ElYes El No 4 SKIP to Item 10.1.
17 a 9.2 Identify the source of cooling water.(Note that facilities that use a cooling water intake structure as described at
a, 40 CFR 125,Subparts I and J may have additional application requirements at 40 CFR 122.21(r).Consult with your
c NPDES permitting authority to determine what specific information needs to be submitted and when.)
o
v ,3 3 underground water wells as permitted in CCPCUA permit#CU3094.
SECTION 10.VARIANCE REQUESTS(40 CFR 122.21(f)(10))
10.1 Do you intend to request or renew one or more of the variances authorized at 40 CFR 122.21(m)?(Check all that
apply.Consult with your NPDES permitting authority to determine what information needs to be submitted and
when.)
c ❑ Fundamentally different factors(CWA ❑ Water quality related effluent limitations(CWA Section
ce Section 301(n)) 302(b)(2))
❑ Non-conventional pollutants(CWA ❑ Thermal discharges(CWA Section 316(a))
Section 301(c)and(g))
❑r Not applicable
EPA Form 3510-1(revised 3-19) Page 3

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD058520016 NC0002305 Lear Corporation OMB No.2040-0004
SECTION 11.CHECKLIST AND CERTIFICATION STATEMENT(40 CFR 122.22(a)and(d))
11.1 In Column 1 below,mark the sections of Form 1 that you have completed and are submitting with your application.
For each section,specify in Column 2 any attachments that you are enclosing to alert the permitting authority.Note
that not all applicants are required to provide attachments.
Column 1 Column 2
❑r Section 1:Activities Requiring an NPDES Permit ❑ w/attachments
El Section 2:Name,Mailing Address,and Location ❑ wl attachments
❑r Section 3:SIC Codes ❑ w/attachments
❑r Section 4:Operator Information ❑ w/attachments
❑✓ Section 5: Indian Land ❑ w/attachments
❑✓ Section 6:Existing Environmental Permits ❑ w/attachments
CI Section 7:Map ❑ matopographic ❑ w/additional attachments
as
o ElSection 8:Nature of Business ❑ w/attachments
❑r Section 9:Cooling Water Intake Structures ❑ wl attachments
d I
❑✓ Section 10:Variance Requests ❑ w/attachments
❑✓ Section 11:Checklist and Certification Statement ❑ wl attachments
11.2 Certification Statement
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision
in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system,or those persons
directly responsible for gathering the information,the information submitted is,to the best of my knowledge and
belief, true,accurate,and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations.
Name(print or type first and last name) Official title
Steve Middlebrook Plant Manager
Signature Date signed
(cs/2-3
EPA Form 3510-1(revised 3-19) Page 4

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USCG Quad: G27 SE Albertson,NC
Outfall Facility Li .°
Latitude: 35° 1' 0°4"N 35° 1'38"N ':
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Longitude: 770 SO 4G°6 W 77 51 38as 1�J c, `' ►• e. •
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Subbasin: 03-06-22 RUC: 03030007 Lear Corporation NC0002305 .
Receiving Stream:NE Cape Fear River Duplin County

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Latitude: 35° t'0,4"N 35° 1'38"N • • • ,•..,
Longitude' 77° 50'46,6"W 77°51'38"1N
t ~acuity Location
Stream Class: C,Sw 3 North
Subbasim: 03-06-22 lIUC: 03030007 Lear Corporation NC0002305 .
Receiving Stream: NB Cape Fear River Duplin County
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EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD058520016 NC0002305 Lear Corporation OMB No.2040-0004
Form U.S. Environmental Protection Agency
2C , EPA Application for NPDES Permit to Discharge Wastewater
NPDES EXISTING MANUFACTURING,COMMERCIAL,MINING,AND SILVICULTURE OPERATIONS
SECTI061 1.OUTFALL LOCATION(40 CFR 122.21(g)(1))
1.1 Provide information on each of the facility's outfalls in the table below.
o Outfall Receiving Water Name Latitude Longitude
Number
001 Northeast Cape Fear River 35° 01' 00.4" N -77' 50' 47.2" W
O
SECTION 2. LINE DRAWING(40 CFR 122.21(g)(2))
p, 2.1 Have you attached a line drawing to this application that shows the water flow through your fa.71 .T Rt,tY
balance?(See instructions for drawing requirements.See Exhibit 2C-1 at end of instructions for example.)
o ❑p Yes El No AUG 11 2023
SECTION 3.AVERAGE FLOWS AND TREATMENT(40 CFR 122.21(g)(3))
RJR*I IP TAT 'I 1I1'
3.1 For each outfall identified under Item 1.1, provide average flow and treatment informatio . 1.. .•• +
necessary. _
**Outfall Number** 001
Operations Contributing to Flow
Operation Average Flow
Dye House 0.63 mgd
1`
Finishing 0.17 mgd
F- Sanitary Wastewater 0.006 mgd
-a
mgd
0 Treatment Units
CDDescription Code from Final Disposal of Solid or
(include size,flow rate through each treatment unit, Table 2C-1 Liquid Wastes Other Than
retention time,etc.) by Discharge
EQ Basin-38,240.8 ft2,RT-62 hrs 3-G N/A
Aeration Basin-37,462.5 ft2,RT-RT-62 hrs 3-A N/A
Dual Clarifier's-5652 ft2,RT-7.1 hrs 1-U,5-E 1.008 MGD
Tertiary Clarifier-2856 ft2,RT-14.2 hrs 1-U 0.115 MGD
EPA Form 3510-2C(Revised 3-19) Page 1

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD058520016 NC0002305 Lear Corporation OMB No.2040-0004
3.1 **Outfall Number**
cont. Operations Contributing to Flow
Operation Average Flow
mgd
mgd
mgd
mgd
Treatment Units
Description Code from Final Disposal of Solid or
(include size,flow rate through each treatment unit, Table 2C-1 Liquid Wastes Other Than
retention time,etc.) by Discharge
C)
a�
c
c
0
U
c
a>
E
d
**Outfall Number**
Operations Contributing to Flow
o Operation Average Flow
a, mgd
R
L
a mgd
mgd
mgd
Treatment Units
Description Code from Final Disposal of Solid or
(include size,flow rate through each treatment unit, Table 2C 1 Liquid Wastes Other Than
retention time,etc.) by Discharge
3.2 Are you applying for an NPDES permit to operate a privately owned treatment works?
d ❑ Yes ID No 4 SKIP to Section 4.
3.3 Have you attached a list that identifies each user of the treatment works?
❑ Yes ❑ No
EPA Form 3510-2C(Revised 3-19) Page 2

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD058520016 NC0002305 Lear Corporation OMB No.2040-0004
SECTION 4. INTERMITTENT FLOWS(40 CFR 122.21(g)(4))
4.1 Except for storm runoff, leaks,or spills,are any discharges described in Sections 1 and 3 intermittent or seasonal?
❑ Yes ✓❑ No 4 SKIP to Section 5.
4.2 Provide information on intermittent or seasonal flows for each applicable outfall.Attach additional pages,if necessary.
Outfall Operation Frecuency Flow Rate
Number (list) Average Average Long Term Maximum Duration
DayslWeek _ MonthslYear _ Average Daily
days/week months/year mgd mgd days
o days/week months/year mgd mgd days
LT
days/week months/year mgd mgd days
E
•
m days/week months/year mgd mgd days
c
days/week months/year mgd mgd days
days/week months/year mgd mgd days
days/week months/year mgd mgd days
Y Y 9 9 Y
days/week months/year mgd mgd days
days/week months/year mgd mgd days
SECTION 5.PRODUCTION f40 CFR 122.21(g)(5))
5.1 Do any effluent limitation guidelines(ELGs)promulgated by EPA under Section 304 of the CWA apply to your facility?
❑✓ Yes 0 No 4 SKIP to Section 6.
L
u) 5.2 Provide the following information on applicable ELGs.
w ELG Category ELG Subcategory Regulatory Citation
cu
m Textile Mills Knit Fabric Finishing 40 CFR 410,Subpart E
U_
Q
a.
a
5.3 Are any of the applicable ELGs expressed in terms of production (or other measure of operation)?
_ ❑✓ Yes ElNo 4 SKIP to Section 6.
0
;a 5.4 Provide an actual measure of daily production expressed in terms and units of applicable ELGs.
J Outfall Operation,Product,or Material Quantity per Day Unit of
-a Number Measure
a
u)
m 001 Finishing of knit fabrics thru"complex manufacturing operations" 58,000 Pounds
0
0
CI_
EPA Form 3510-2C(Revised 3-19) Page 3

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD058520016 NC0002305 Lear Corporation OMB No.2040-0004
SECTION 6. IMPROVEMENTS(40 CFR 122.21(g)(6))
6.1 Are you presently required by any federal, state, or local authority to meet an implementation schedule for constructing,
upgrading,or operating wastewater treatment equipment or practices or any other environmental programs that could
affect the discharges described in this application?
❑ Yes ❑✓ No 4 SKIP to Item 6.3.
6.2 Briefly identify each applicable project in the table below.
Affected Final Compliance Dates
E Brief Identification and Description of Outfalls Source(s)of
o Project (list outfall Discharge Required Projected
E a number)
a N/A
a0
0
ca
r)
a
6.3 Have you attached sheets describing any additional water pollution control programs(or other environmental projects
that may affect your discharges)that you now have underway or planned?(optional item)
❑ Yes ❑ No ✓❑ Not applicable
SECTION 7.EFFLUENT AND INTAKE CHARACTERISTICS(40 CFR 122.21(g)(7))
See the instructions to determine the pollutants and parameters you are required to monitor and,in turn,the tables you must
complete. Not all applicants need to complete each table.
Table A.Conventional and Non-Conventional Pollutants
7.1 Are you requesting a waiver from your NPDES permitting authority for one or more of the Table A pollutants for any of
your outfalls?
❑ Yes ❑✓ No 4 SKIP to Item 7.3.
7.2 If yes, indicate the applicable outfalls below.Attach waiver request and other required information to the application.
Outfall Number Outfall Number Outfall Number
• 7.3 Have you completed monitoring for all Table A pollutants at each of your outfalls for which a waiver has not been
requested and attached the results to this application package?
❑✓ Yes 1--1 No; a waiver has been requested from my NPDES
permitting authority for all pollutants at all outfalls.
• Table B.Toxic Metals,Cyanide,Total Phenols,and Organic Toxic Pollutants
7.4 Do any of the facility's processes that contribute wastewater fall into one or more of the primary industry categories
listed in Exhibit 2C-3?(See end of instructions for exhibit.)
❑✓ Yes ❑ No 4 SKIP to Item 7.8.
7.5 Have you checked"Testing Required"for all toxic metals,cyanide, and total phenols in Section 1 of Table B?
❑✓ Yes ❑ No
7.6 List the applicable primary industry categories and check the boxes indicating the required GC/MS fraction(s)identified
in Exhibit 2C-3.
Primary Industry Category Required GCIMS Fraction(s)
(Check applicable boxes.)
Textile Mills,except Subpart C,Greige Mills t] Volatile El Acid El Base/Neutral 0 Pesticide
0 Volatile 0 Acid 0 Base/Neutral 0 Pesticide
0 Volatile ❑Acid 0 Base/Neutral 0 Pesticide
EPA Form 3510-2C(Revised 3-19) Page 4

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD058520016 NC0002305 Lear Corporation OMB No.2040-0004
7.7 Have you checked"Testing Required"for all required pollutants in Sections 2 through 5 of Table B for each of the
GC/MS fractions checked in Item 7.6?
❑✓ Yes ❑ No
7.8 Have you checked"Believed Present"or"Believed Absent"for all pollutants listed in Sections 1 through 5 of Table B
where testing is not required?
❑✓ Yes ❑ No
7.9 Have you provided(1)quantitative data for those Section 1,Table B, pollutants for which you have indicated testing is
required or(2)quantitative data or other required information for those Section 1,Table B, pollutants that you have
indicated are"Believed Present"in your discharge?
✓❑ Yes ❑ No
7.10 Does the applicant qualify for a small business exemption under the criteria specified in the instructions?
❑ Yes 4 Note that you qualify at the top of Table B, ❑✓ No
then SKIP to Item 7.12.
= 7.11 Have you provided(1)quantitative data for those Sections 2 through 5,Table B,pollutants for which you have
o determined testing is required or(2)quantitative data or an explanation for those Sections 2 through 5,Table B,
pollutants you have indicated are"Believed Present"in your discharge?
0ElYes El No
.N
a; Table C.Certain Conventional and Non-Conventional Pollutants
7.12 Have you indicated whether pollutants are"Believed Present"or"Believed Absent"for all pollutants listed on Table C
as
for all outfalls?
;C ❑✓ Yes ❑ No
7.13 Have you completed Table C by providing(1)quantitative data for those pollutants that are limited either directly or
indirectly in an ELG and/or(2)quantitative data or an explanation for those pollutants for which you have indicated
"Believed Present"?
❑✓ Yes ❑ No
Table D.Certain Hazardous Substances and Asbestos
7.14 Have you indicated whether pollutants are"Believed Present"or"Believed Absent"for all pollutants listed in Table D for
all outfalls?
✓❑ Yes ❑ No
7.15 Have you completed Table D by(1)describing the reasons the applicable pollutants are expected to be discharged
and(2)by providing quantitative data, if available?
❑✓ Yes ❑ No
Table E.2,3,7,8-Tetrachlorodibenzo-p-Dioxin(2,3,7,8-TCDD)
7.16 Does the facility use or manufacture one or more of the 2,3,7,8-TCDD congeners listed in the instructions,or do you
know or have reason to believe that TCDD is or may be present in the effluent?
❑ Yes 4 Complete Table E. ElNo 4 SKIP to Section 8.
7.17 Have you completed Table E by reporting qualitative data for TCDD?
❑ Yes ❑ No
SECTION 8. USED OR MANUFACTURED TOXICS(40 CFR 122.21(g)(9))
8.1 Is any pollutant listed in Table B a substance or a component of a substance used or manufactured at your facility as
an intermediate or final product or byproduct?
❑✓ Yes ❑ No 4 SKIP to Section 9.
8.2 List the pollutants below.
1. Antimony,total 4. 7.
2. Chromium,total 5. 8.
3. Copper,total 6. 9.
EPA Form 3510-2C(Revised 3-19) Page 5

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD058520016 NC0002305 Lear Corporation OMB No.2040-0004
•ECTION 9.BIOLOGICAL TOXICITY TESTS(40 CFR 122.21(g)(11))
9.1 Do you have any knowledge or reason to believe that any biological test for acute or chronic toxicity has been made
within the last three years on(1)any of your discharges or(2)on a receiving water in relation to your discharge?
❑✓ Yes ❑ No 4 SKIP to Section 10.
N
9.2 Identify the tests and their purposes below.
3 Test(s) Purpose of Test(s) Submitted to NPDES Date Submitted
o Permitting Authority?
Chronic Toxicity Permit Compliance ✓❑ Yes ❑ No 10/05/2022
O
o Chronic Toxicity Permit Compliance
pp ❑ Yes ❑ No 07/20/2022
Chronic Toxicity Permit Compliance ✓❑ Yes ❑ No 06/08/2022
•ECTION 10.CONTRACT ANALYSES(40 CFR 122.21(g)(12))
10.1 Were any of the analyses reported in Section 7 performed by a contract laboratory or consulting firm?
❑✓ Yes ❑ No 4 SKIP to Section 11.
10.2 Provide information for each contract laboratory or consulting firm below.
Laboratory Number 1 Laboratory Number 2 Laboratory Number 3
Name of laboratory/firm Environmental Chemists Inc.
U)
Laboratory address 6602 Windmill Way
Wilmington,NC 28405
U
f6
0 Phone number
[phone]
Pollutant(s)analyzed Various
SECTION 11.ADDITIONAL INFORMATION(40 CFR 122.21(g)(13))
11.1 Has the NPDES permitting authority requested additional information?
o ❑✓ Yes ❑ No -4 SKIP to Section 12.
11.2 List the information requested and attach it to this application.
o Effluent Hardness DataDrain i Storm ain locations map
= 1. 4.
2 SWPPP and SPCC 5
a
3 Standard Chemical Addendum Form 6
EPA Form 3510-2C(Revised 3-19) Page 6

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD058520016 NC0002305 Lear Corporation OMB No.2040-0004
SECTION 12.CHECKLIST AND CERTIFICATION STATEMENT(40 CFR 122.22(a)and(d))
12.1 In Column 1 below,mark the sections of Form 2C that you have completed and are submitting with your application.
For each section,specify in Column 2 any attachments that you are enclosing to alert the permitting authority. Note
that not all applicants are required to complete all sections or provide attachments.
Column 1 Column 2
ElSection 1: Outfall Location 0 w/attachments
❑✓ Section 2: Line Drawing ✓❑ w/line drawing ❑ w/additional attachments
Section 3:Average Flows and w/list of each user of
Treatment ❑ w/attachments El privately owned treatment
works
O Section 4: Intermittent Flows ❑ w/attachments
O Section 5: Production ❑ w/attachments
w/optional additional
0 Section 6: Improvements ❑ w/attachments ❑ sheets describing any
additional pollution control
plans
❑ w/request for a waiver and ❑ w/explanation for identical
supporting information outfalls
w/small business exemption w/other attachments
❑ requestIra El
❑ Section 7: Effluent and Intake ❑ w/Table A ❑✓ w/Table B
Characteristics
0
❑✓ w/Table C ❑✓ w/Table D
C ❑ w/Table E ❑ w/analytical results as an
attachment
❑✓ Section 8: Used or Manufactured ❑ w/attachments
Toxics
✓❑ Section 9: Biological Toxicity ❑ w/attachments
Tests
w
❑✓ Section 10: Contract Analyses ❑ w/attachments
p Section 11:Additional Information ❑ w/attachments
❑ Section 12: Checklist and ❑ w/attachments
Certification Statement
12.2 Certification Statement
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the information
submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the
possibility of fine and imprisonment for knowing violations.
Name(print or type first and last name) Official title
Steve Middlebrook Plant Manager
Signature Date signed
'g (1 (:)/2,3
EPA Form 3510-2C(Revised 3-19) Page 7

This page intentionally left blank.

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE A.CONVENTIONAL AND NON CONVENTIONAL POLLUTANTS(40 CFR 122.21(g)(7)(iii))1
Effluent
Waiver Units Maximum Maximum Long-Term
Pollutant Requested (specify) Daily Monthly Average Daily Number o
(if applicable)
Discharge Discharge Discharge Analyses
(required) (if available) (if available)
❑ Check here if you have applied to your NPDES permitting authority for a waiver for all of the pollutants listed on this table for the noted outfall.
Biochemical oxygen demand Concentration mg/L 6
1. ❑
(BOD5) Mass lbs/day 47 996 31
Chemical oxygen demand Concentration mg/L 68
2. (COD) ❑ Mass lbs/day 532 11,280 352
Concentration mg/L 19.7
3. Total organic carbon(TOC) ❑
Mass lbs/day 154 3268 102
Concentration mg/L 4.4
4. Total suspended solids(TSS) ❑
Mass lbs/day 34.4 730 23
Concentration mg/L <0.2
5. Ammonia(as N) ❑
Mass lbs/day 1.6 33 1
6. Flow ❑ Rate MGD 0.937 19.88 0.620
Temperature(winter) 0 °C °C 9.5 min 20.1 max
7.
Temperature(summer) 0 °C °C 23.7min 29.4 max
pH(minimum) ❑ Standard units s.u. 6.2
8.
pH(maximum) ❑ Standard units s.u. 8.0
1 Sampling shall be conducted according to sufficiently sensitive test procedures(i.e., methods)approved under 40 CFR 136 for the analysis of pollutai
required under 40 CFR chapter I,subchapter N or 0. See instructions and 40 CFR 122.21(e)(3).
EPA Form 3510-2C(Revised 3-19)

This page intentionally left blank.

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence
(check one) Effluent
Pollutant/Parameter Testing Units Maximum Maximum Long-Terr
(and CAS Number,if available) Required Believed Believed (specify) Average
Present Absent Daily Monthly Daily
Discharge Discharge Discharg
(required) (if available)
(if available)
❑ Check here if you qualify as a small business per the instructions to Form 2C and,therefore,do not need to submit quantitative data for any of I
2 through 5 of this table. Note, however,that you must still indicate in the appropriate column of this table if you believe any of the pollutants lisl
Section 1.Toxic Metals,Cyanide,and Total Phenols
1.1 Antimony,total ❑ Concentration mg/L 0.180
El El
(7440-36-0) Mass lbs 0.08 29.86 0.93
1.2 Arsenic, total ❑ a Concentration mg/L <0.01
(7440-38-2) Mass lbs <0.08 <29.86 <0.93
Beryllium,total ❑ Concentration mg/L <0.01
1.3 ID 0
(7440-41-7) Mass Ibs <0.08 <29.86 <0.93
1.4 Cadmium,total ✓❑ Concentration mg/L <0.01
(7440-43-9) Mass lbs <0.08 <29.86 <0.93
Chromium,total Concentration mg/L <0.01
1.5 (7440-47-3) Mass Ibs <0.08 <29.86 <0.93
1.6 Copper,total Concentration mg/L <0.01
(7440-50-8) Mass Ibs <0.08 <29.86 <0.93
Lead,total 1=1 Concentration mg/L <0.01
1.7 (7439-92-1) Mass lbs <0.08 <29.86 <0.93
1.8 Mercury,total LiConcentration mg/L <0.0002
(7439-97-6) Mass lbs <0.0016 <0.03 <0.001
1 9 Nickel,total Concentration mg/L <0.01
(7440-02-0) Mass lbs <0.08 <1.66 <0.05
Selenium,total1:1 Concentration mg/L <0.01
1.10 (7782-49-2) Mass lbs <0.08 <1.66 <0.05
1.11 Silver,total ❑ Concentration mg/L <0.01
El 0
(7440-22-4) Mass Ibs <0.08 <1.66 <0.05
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence
(check one) Effluent
Pollutant]Parameter Testing Units Maximum Maximum Long-Terr
(and CAS Number,if available) Required Believed Believed (specify) Average
Present Absent Daily Monthly Daily
Discharge Discharge Discharg
(required) (if available)
(if available;
Thallium,total ❑ ❑ Concentration mg/L <0.01
1.12 (7440-28-0) Mass lbs <0.08 <1.66 <0.05
1.13 Zinc,total ❑ ❑ 0 Concentration mg/L 0.011
(7440-66-6) Mass lbs 0.09 1.82 0.05
1.14 Cyanide,total ❑ ❑ ❑ Concentration ug/L <5
(57-12-5) Mass lbs <0.04 <0.83 <0.02
Concentration mg/L <0.005
1.15 Phenols,total ❑✓ 0 ❑✓
Mass lbs <0.04 <0.83 <0.02
Section 2.Organic Toxic Pollutants(GCIMS Fraction-Volatile Compounds)
Acrolein CI ❑ ❑ Concentration ug/L <5
2.1 (107-02-8) Mass lbs <0.04 <0.83 <0.02
2.2 Acrylonitrile ❑ ❑ ❑ Concentration ug/L <5
(107-13-1) Mass lbs <0.04 <0.83 <0.02
2.3 Benzene ❑ 0
❑ Concentration ug/L <0.5
(71-43-2) Mass lbs <0.004 <0.08 <0.004
2 4 Bromoform CI 0
❑ Concentration ug/L <0.5
(75-25-2) Mass lbs <0.004 <0.08 <0.004
2 5 Carbon tetrachloride Concentration ug/L <0.5
❑ 0 ❑
(56-23-5) Mass lbs <0.004 <0.08 <0.004
Chlorobenzene Concentration ug/L <0.5
2.6 (108-90-7) Mass lbs <0.004 <0.08 <0.004
2.7 Chlorodibromomethane ❑✓ ❑ ❑ Concentration ug/L <0.5
(124-48-1) Mass lbs <0.004 0.17 0.005
Chloroethane CI ❑ ❑ Concentration ug/L <0.5
2'8 (75-00-3) Mass lbs <0.004 <0.08 <0.004
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence
(check one) Effluent
Pollutant/Parameter Testing Units Maximum Maximum Long-Terr
(and CAS Number,if available) Required Believed Believed (specify) Average
Present Absent Daily Monthly Daily
Discharge Discharge Discharg
(required) (if available) .
(if available;
2.9 2-chloroethylvinyl ether ❑ ❑ 0Concentration ug/L <0.5
(110-75-8) Mass lbs <0.004 <0.08 <0.002
Concentration ug/L <0.5
2.10 Chloroform(67-66-3) 0 ❑ ❑✓
Mass lbs <0.004 <0.08 <0.002
2.11 Dichlorobromomethane ❑✓ ❑ CIConcentration ug/L <0.5
(75-27-4) Mass lbs <0.004 <0.08 <0.002
212 1,1-dichloroethane CI ❑ ❑ Concentration ug/L <0.5
(75-34-3) Mass lbs <0.004 <0.08 <0.002
2.13 1,2-dichloroethane CI ❑ ❑✓ Concentration ug/L <0.5
(107-06-2) Mass lbs <0.004 <0.08 <0.002
2.14 11-dichloroethylene CI ❑ ❑✓ Concentration ug/L <0.5
(75-35-4) Mass Ibs <0.004 <0.08 <0.002
2.15 12-dichloropropane CI ❑ ❑ Concentration ug/L <0.5
(78-87-5) Mass lbs <0.004 <0.08 <0.002
2.16 13-dichloropropylene CI ❑ ❑ Concentration ug/L <0.5
(542-75-6) Mass lbs <0.004 <0.08 <0.002
Ethylbenzene Concentration ug/L <0.5
2.17 CI
(100-41-4) ❑ ❑ Mass lbs <0.004 <0.08 <0.002
2.18 Methyl bromide ❑ ❑ ✓❑ Concentration ug/L <0.5
(74-83-9) Mass lbs <0.004 <0.08 <0.002
2.19 Methyl chloride CI ❑ ❑ Concentration ug/L <0.5
(74-87-3) Mass lbs <0.004 <0.08 <0.002
2.20 Methylene chloride ❑ ❑ ❑ Concentration ug/L <0.5
(75-09-2) Mass lbs <0.004 <0.08 <0.02
2.21 1,1,2,2-tetrachloroethane CI 0 0 Concentration ug/L <0.5
(79-34-5) Mass lbs <0.004 <0.08 <0.002
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence
(check one) Effluent
Pollutant/Parameter Testing Units Maximum Maximum Long-Terr
' (and CAS Number,if available) Required Believed Believed (specify) Average
Present Absent Daily Monthly Daily
Discharge Discharge Discharg
(required) (if available)
(if available;
2 22 Tetrachloroethylene El ❑ 0Concentration ug/L <0.5
(127-18-4) Mass lbs <0.004 <0.08 <0.002
Toluene Concentration ug/L <0.5
2.23 CI El ✓ --
(108-88-3) Mass lbs <0.004 <0.08 <0.002
2.24 1,2-trans-dichloroethylene ❑✓ ❑ 0Concentration ug/L <0.5
(156-60-5) Mass lbs <0.004 <0.08 <0.002
2.25 1,1,1-trichloroethane CI ❑ ❑ Concentration ug/L <0.5
(71-55-6) Mass lbs <0.004 <0.08 <0.002
2.26 1,1,2-trichloroethane ❑ ❑ ❑ Concentration ug/L <0.5
(79-00-5) Mass lbs <0.004 <0.08 <0.002
2.27 Trichloroethylene CI ❑ ❑ Concentration ug/L <0.5
(79-01-6) Mass lbs <0.004 <0.08 <0.002
2.28 Vinyl chloride CI ❑ ❑ Concentration ug/L <0.5
(75-01-4) Mass lbs <0.004 <0.08 <0.002
Section 3.Organic Toxic Pollutants(GCIMS Fraction-Acid Compounds)
3.1 2-chlorophenol CI ❑ ❑ Concentration ug/L <5
(95-57-8) Mass lbs <0.04 <0.83 <0.02
3.2 2,4-dichlorophenol ❑ ❑ ❑ Concentration ug/L <5
(120-83-2) Mass lbs <0.04 <0.83 <0.02
2,4-dimethylphenol ❑ CI ❑ Concentration ug/L <5
3.3 (105-67-9) Mass lbs <0.04 <0.83 <0.02
4 6 dinitro o cresol CI CI Concentration ug/L <25
3.4 (534-52-1) ✓ Mass lbs <0.2 <4.15 <0.12
3.5 2 4-dinitrophenol CI ❑ Concentration ug/L <25
CI
(51-28-5) Mass lbs <0.2 <4.15 <0.12
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence
(check one) Effluent
Pollutant/Parameter Testing Units Long-Terr
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average
Present Absent Daily Monthly Daily
Discharge Discharge Discharg
(required) (if available)
(if available)
3.6 2-nitrophenol Concentration ug/L <25
(88-75-5) Mass lbs <0.20 <4.15 <0.12
3.7 4-nitrophenol Concentration ug/L <25
(100-02-7) Mass Ibs <0.20 <4.15 <0.12
3.8 p-chloro-m-cresol � Concentration ug/L <5
(59-50-7) Mass Ibs <0.04 <0.83 <0.02
3.9 Pentachlorophenol 0Concentration ug/L <25
(87-86-5) Mass Ibs <4.15 <4.15 <0.12
Phenol Concentration ug/L <5
3.10 108952 CI ❑ ❑✓
( ) Mass lbs <0.04 <0.83 <0.02
3.11 2,4,6-trichlorophenol Concentration ug/L <5
El El El
(88-05-2) Mass Ibs <0.04 <0.83 <0.02
Section 4.Organic Toxic Pollutants(GCIMS Fraction-Base/Neutral Compounds)
4.1 Acenaphthene Concentration ug/L <5
(83-32-9) Mass lbs <0.04 <0.83 <0.02
4.2 Acenaphthylene Concentration ug/L <5
(208-96-8) Mass Ibs <0.04 <0.83 <0.02
4.3 Anthracene Concentration ug/L <5
(120-12-7) Mass lbs <0.04 <0.83 <0.02
4.4 Benzidine Concentration ug/L <10
CI 0 CI
(92-87-5) Mass lbs <0.08 <1.66 <0.05
4.5 Benzo(a)anthracene Concentration ug/L <5
(56-55-3) Mass lbs <0.04 <0.83 <0.02
4.6 Benzo(a)pyrene 0 0 ❑✓ Concentration ug/L <5
(50-32-8) Mass Ibs <0.04 <0.83 <0.02
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21 7 v 1
lg)l )1 ))
Presence or Absence
(check one) Effluent
PollutantlParameter Testing Units Long-Terr
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average
Present Absent Daily Monthly Daily
Discharge Discharge Discharge
(required) (if available)
(if available;
3,4-benzofluoranthene El ❑ ❑ Concentration ug/L <5
4.7 (205 99 2) Mass lbs <0.04 <0.83 <0.02
4.8 Benzo(ghi)perylene ❑ ❑ ❑ Concentration ug/L <5
(191-24-2) Mass lbs <0.04 <0.83 <0.02
Benzo(k)fluoranthene El 0 CIConcentration ug/L <5
4.9 (207-08-9) Mass Ibs <0.04 <0.83 <0.02
Bis(2-chloroethoxy)methane Concentration ug/L <5
4.10 0CI0
111-91-1
( ) Mass Ibs <0.04 <0.83 <0.02
Bis(2-chloroethyl)ether ❑ ❑ ❑ Concentration ug/L <5
4.11 (111-44-4) Mass lbs <0.04 <0.83 <0.02
4.12 Bis(2-chloroisopropyl)ether ❑✓ ❑ ❑✓ Concentration ug/L <5
(102-80-1) Mass Ibs <0.04 <0.83 <0.02
Bis(2-ethylhexyl)phthalate CI CI ❑ Concentration ug/L <5
4.13 (117-81-7) Mass lbs <0.04 <0.83 <0.02
4.14 4-bromophenyl phenyl ether El ❑ ❑ Concentration ug/L <5
(101-55-3) Mass lbs <0.04 <0.83 <0.02
4.15 Butyl benzyl phthalate CI 0
❑ Concentration ug/L <5
(85-68-7) Mass lbs <0.04 <0.83 <0.02
4.16 2-chloronaphthalene ❑ ❑ ❑ Concentration ug/L <5
(91-58-7) Mass lbs <0.04 <0.83 <0.02
4-chlorophenyl phenyl ether ❑ ❑ ❑ Concentration ug/L <5
4.17 (7005-72-3) Mass lbs <0.04 <0.83 <0.02
4.18 Chrysene ❑✓ ❑ ElConcentration ug/L <5
218-01-9
( ) Mass lbs <0.04 <0.83 <0.02
4.19 Dibenzo(a,h)anthracene CI CI0Concentration ug/L <5
(53-70-3) Mass lbs <0.04 <0.83 <0.02
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence
(check one) Effluent
Pollutant/Parameter Testing Units Long-Terr
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average
Present Absent Daily Monthly Daily
Discharge Discharge Discharg
(required) (if available)
(if available;
4.20 12-dichlorobenzene El ❑ ❑ Concentration ug/L <5
95-50-1
( ) Mass lbs <0.04 <0.83 <0.02
4.21 13-dichlorobenzene Concentration ug/L <5
(541-73-1) El ❑ El lbs <0.04 <0.83 <0.02
hl nz n Concentration ug/L <5
4.22 1,4 di o orobe e e ❑✓ ❑ ❑
(106-46-7) Mass Ibs <0.04 <0.83 <0.02
4.23 3,3-dichlorobenzidine Concentration ug/L <10
(91-94-1) ❑ ❑ ❑ Mass Ibs <0.08 <1.66 <0.05
Diethyl phthalate Concentration ug/L <5
4.24 ✓❑ ❑ ✓❑
(84-66-2) Mass lbs <0.04 <0.83 <0.02
4.25 Dimethyl phthalate El ❑ ❑ Concentration ug/L <5
(131-11-3) Mass lbs <0.04 <0.83 <0.02
4.26 Di-n-butyl phthalate © El 0Concentration ug/L <5
(84-74-2) Mass lbs <0.04 <0.83 <0.02
4.27 2 4-dinitrotoluene ❑ ❑ ❑ Concentration ug/L <5
(121-14-2) Mass lbs <0.04 <0.83 <0.02
4.28 2 6-dinitrotoluene ❑ ❑ ❑ Concentration ug/L <5
(606-20-2) Mass lbs <0.04 <0.83 <0.02
4.29 Di-n-octyl phthalate ❑ ❑ ❑ Concentration ug/L <5
(117-84-0) Mass lbs <0.04 <0.83 <0.02
4.30 1,2-Diphenylhydrazine ❑ El ❑✓ Concentration ug/L <5
(as azobenzene)(122-66-7) Mass lbs <0.04 <0.83 <0.02
4.31 Fluoranthene ❑ ❑ 0Concentration ug/L <5
(206-44-0) Mass Ibs <0.04 <0.83 <0.02
I El Fluorene El Concentration ug/L <5
4.32 (86-73-7) 0 Mass lbs <0.04 <0.83 <0.02
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence
(check one) Effluent
Pollutant/Parameter Testing Units Long-Terr
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average
Present Absent Daily Monthly Daily
Discharge Discharge Discharg
(required) (if available)
(if available)
Hexachlorobenzene CI ❑ Concentration ug/L <5
4.33 CI
(118-74-1) Mass lbs <0.04 <0.83 <0.02
Concentration ug/L
Hexachlorobutadiene CI ✓❑ <5
(87-68-3) Mass lbs <0.04 <0.83 <0.02
4.35 Hexachlorocyclopentadiene 0 ❑ CIConcentration ug/L <25
(77-47-4) Mass lbs <0.2 <4.15 <0.12
4.36 Hexachloroethane CI ❑ El Concentration ug/L <5
(67-72-1) Mass lbs <0.04 <0.83 <0.02
4.37 Indeno(1,2,3-cd)pyrene CI 0 ❑ Concentration ug/L <5
(193-39-5) Mass Ibs <0.04 <0.83 <0.02
4.38 Isophorone CI 0
❑ Concentration ug/L <5
(78-59-1) Mass lbs <0.04 <0.83 <0.02
4.39 Naphthalene CI 0 CIConcentration ug/L <5
(91-20-3) Mass lbs <0.04 <0.83 <0.02
4.40 Nitrobenzene CI 0
❑ Concentration ug/L <5
(98-95-3) Mass lbs <0.04 <0.83 <0.02
4.41 N-nitrosodimethylamine CI ❑ ❑ Concentration ug/L <5
(62-75-9) Mass lbs <0.04 <0.83 <0.02
N-nitrosodi-n-propylamine El ❑ CIConcentration ug/L <5
4.42 (621-64-7) Mass lbs <0.04 <0.83 <0.02
4.43 N-nitrosodiphenylamine El ❑ El Concentration ug/L <5
(86-30-6) Mass lbs <0.04 <0.83 <0.02
4.44 Phenanthrene CI ❑ ❑ Concentration ug/L <5
(85-01-8) Mass lbs <0.04 <0.83 <0.02
Pyrene Concentration ug/L <5
4.45 129000 ❑✓ 0 CI
(129-00-0) Mass lbs <0.04 <0.83 <0.02
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))l
Presence or Absence
(check one) Effluent
Pollutant/Parameter Testing Units Long-Terr
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average
Present Absent Daily Monthly Daily
Discharge Discharge Discharg
(required) (if available)
(if available;
4.46 1,2 4-trichlorobenzene ❑ ❑ 0Concentration ug/L <5
(120-82-1) Mass lbs <0.04 <0.83 <0.02
Section 5.Organic Toxic Pollutants(GCIMS Fraction—Pesticides)
5.1 Aldrin ❑ ❑ ❑ Concentration
(309-00-2) Mass
a-BHC Concentration
5.2 (319-84-6) ❑ CI CI
R-BHC Concentration
5.3 (319-85-7) ❑ ❑ 0 Mass
y-BHC Concentration
5.4 (58-89-9) CI ❑ 0 Mass
b-BHC Concentration
5.5 (319-86-8) CI CIElMass
5.6 Chlordane CI ❑ ❑ Concentration
(57-74-9) Mass
5.7 4 4'-DDT ❑ ❑ ❑ Concentration
(50-29-3) Mass
4 4'-DDE Concentration
5.8 (72-55-9) CI 0 0 Mass
5.9 4,4'-DDD ❑ 0 0 Concentration
(72-54-8) Mass
5.10 Dieldrin CI ❑ ❑ Concentration
(60-57-1) Mass
a-endosulfan Concentration
5.11 (115297) CI ❑ ❑
Mass
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence
(check one) Effluent
Pollutant/Parameter Testing Units Long-Terr
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average
Present Absent Daily Monthly Daily
Discharge Discharge Discharg
(required) (if available)
(if available;
5.12 13-endosulfan ElConcentration
El CI
(115-29-7) Mass
Endosulfan sulfate Concentration
5.13 (1031 07 8) 0 CI CI
Mass
5.14 Endrin ❑ ❑ ❑ Concentration
(72-20-8) Mass
5.15 Endrin aldehyde ❑ 0
0
Concentration
(7421-93-4) Mass
5.16 Heptachlor El ❑ ❑ Concentration
(76-44-8) Mass
Heptachlor epoxide Concentration
5.17 (1024-57-3) ❑ ❑ ❑
Mass
PCB-1242 Concentration
5.18 (53469-21-9) 0 ❑ ❑
Mass
PCB-1254 Concentration
5.19 (11097-69-1) ❑ ❑ ❑
Mass
PCB-1221 Concentration
5.20 (11104-28-2) ❑ ❑ ❑
Mass
PCB-1232 Concentration
5.21 (11141-16-5) ❑ 0 ❑
Mass
PCB-1248 Concentration
5.22 (12672-29-6) ❑ ❑ ❑ .
Mass
PCB-1260 Concentration
5.23 (11096-82-5) 0 0 0
Mass
PCB-1016 Concentration
5.24 (12674-11-2) 0 0 0
Mass
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence
(check one) Effluent
PollutantlParameter Testing Units Long-Terr
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average
Present Absent Daily Monthly Daily
Discharge Discharge Discharg
(required) (if available)
(if available;
Toxaphene Concentration
5.25 (8001-35-2) ❑ ❑ ❑
Mass
1 Sampling shall be conducted according to sufficiently sensitive test procedures(i.e., methods)approved under 40 CFR 136 for the analysis of pollutal
required under 40 CFR chapter I,subchapter N or 0. See instructions and 40 CFR 122.21(e)(3).
EPA Form 3510-2C(Revised 3-19)

This page intentionally left blank.

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE C.CERTAIN CONVENTIONAL AND NON CONVENTIONAL POLLUTANTS(40 CFR 122.21(g)(7)(vi))l
Presence or Absence
(check one) Effluent
Pollutant Units Maximum Long-Term
Believed Believed (specify) Maximum Daily
Present Absent Discharge Monthly Average Daily Numb'
(required) Discharge Discharge Analy
(if available) (if available)
❑ Check here if you believe all pollutants on Table C to be present in your discharge from the noted outfall.You need not complete the"Presence,
each pollutant.
❑ Check here if you believe all pollutants on Table C to be absent in your discharge from the noted outfall.You need not complete the"Presence o
each pollutant.
1 Bromide 0 El Concentration
(24959-67-9) Mass
Chlorine,total Concentration ug/L 28 24 13.3 3/v`
2. residual ❑ Mass
3. Color 0 ❑ Concentration
Mass
Concentration MPN/100r 400 5 2 1/v,
4. Fecal coliform ❑✓ ❑ Mass
5 Fluoride ❑ ❑✓ Concentration
(16984-48-8) Mass
Concentration
6 Nitrate-nitrite ❑ ❑✓ Mass
7 Nitrogen,total ID 0 Concentration mg/L Monitor&Repp 1.2 1.2 1/mo
organic(as N) Mass
Concentration mg/L 45 5 5 2/mo
8. Oil and grease ❑✓ 0 Mass
9 Phosphorus(as ❑ ❑ Concentration mg/L Monitor&Repo] 1.2 1.2 1/mo
P),total(7723-14-0) Mass
10. Sulfate(as SO4) ❑ ❑ Concentration
(14808-79-8) Mass
Concentration mg/L 0.05 0.05 1/v,
11. Sulfide(as S) ❑✓ ❑
Mass lbs 10.4 0.3 0.33 1/v,
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE C.CERTAIN CONVENTIONAL AND NON CONVENTIONAL POLLUTANTS(40 CFR 122.21(g)(7)(vi))1
Presence or Absence
(check one) Effluent
Pollutant Units Maximum Long-Term
Believed Believed (specify) Maximum Daily
Present Absent Discharge Monthly Average Daily Numb,
(required) Discharge Discharge Analy
(if available) (if available)
Sulfite(as SOs Concentration
) ✓
12. ❑ ❑
14265-45-3
( ) Mass
Concentration
13. Surfactants ❑ ❑✓ Mass
Aluminum,total Concentration
14. (7429-90-5) ❑
Mass
15. Barium,total El ❑ Concentration
(7440-39-3)
Mass
16. Boron,total ❑ ❑✓ Concentration
(7440-42-8) Mass
17 Cobalt,total ❑ ✓❑ Concentration
(7440-48-4) Mass
Iron,total Concentration
18. (7439-89-6) 0
Mass
19. Magnesium,total ❑ ❑ Concentration
(7439-95-4) Mass
Molybdenum, Concentration
20. total ❑ ❑✓
(7439-98-7) Mass
21. Manganese,total ❑ ❑ Concentration
(7439-96-5) Mass
22. Tin, total ❑ ❑ Concentration
(7440-31-5) Mass
23. Titanium,total El ❑✓ Concentration
(7440-32-6)
Mass
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE C.CERTAIN CONVENTIONAL AND NON CONVENTIONAL POLLUTANTS(40 CFR 122.21(g)(7)(vi))1
Presence or Absence
(check one) Effluent
Pollutant Units Maximum Long-Term
Believed Believed (specify) Maximum Daily
Present Absent Discharge Monthly Average Daily Numb'
(required) Discharge Discharge Analy
(if available) (if available)
24. Radioactivity
Concentration
Alpha,total ❑ ❑✓
Mass
Beta,total ❑ ❑ Concentration
Mass
Radium,total 0 Concentration
Mass
Radium 226, total El El
Concentration
Mass
1 Sampling shall be conducted according to sufficiently sensitive test procedures(i.e., methods)approved under 40 CFR 136 for the analysis of pollutai
required under 40 CFR chapter I,subchapter N or 0. See instructions and 40 CFR 122.21(e)(3).
EPA Form 3510-2C(Revised 3-19)

r
EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE D.CERTAIN HAZARDOUS SUBSTANCES AND ASBESTOS(40 CFR 12221(g)(7)(vii))1
Presence or Absence
Pollutant (check one)
Believed Believed Reason Pollutant Believed Present in Discharge
Present Absent
1. Asbestos ❑ ❑✓
2. Acetaldehyde ❑ ❑✓
3. Allyl alcohol 0 ❑✓
4. Allyl chloride ❑ ❑✓
5. Amyl acetate 0 D
6. Aniline ❑ ❑✓
7. Benzonitrile 0 ❑✓
8. Benzyl chloride 0 ❑✓
9. Butyl acetate 0 ❑✓
10. Butylamine 0 ❑✓
11. Captan 0 ❑✓
12. Carbaryl 0 ❑✓
13. Carbofuran ❑ ❑✓
14. Carbon disulfide 0 ❑✓
15. Chlorpyrifos 0 ❑✓
16. Coumaphos ❑ ❑✓
17. Cresol 0 ❑✓
18. Crotonaldehyde ❑ ❑✓
19. Cyclohexane 0 ❑✓
EPA Form 3510-2C(Revised 3-19)

7
EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE D.CERTAIN HAZARDOUS SUBSTANCES AND ASBESTOS(40 CFR 12221(g)(7)(vii))1
Presence or Absence
Pollutant (check one)
Believed Believed Reason Pollutant Believed Present in Discharge
Present Absent
20. 2,4-D(2,4-dichlorophenoxyacetic acid) ❑ ❑✓
21. Diazinon ❑ p
22. Dicamba ❑ ❑✓
23. Dichlobenil ❑ ❑✓
24. Dichlone ❑ ❑✓
25. 2,2-dichloropropionic acid ❑ ❑✓
26. Dichlorvos ❑ ❑✓
27. Diethyl amine ❑ ❑✓
28. Dimethyl amine ❑ ❑✓
29. Dintrobenzene ❑ ❑✓
30. Diquat 0 ❑✓
31. Disulfoton ❑ ❑✓
32. Diuron 0 ❑✓
33. Epichlorohydrin ❑ ❑✓
34. Ethion ❑ ❑✓
35. Ethylene diamine ❑ ❑✓
36. Ethylene dibromide ❑ ❑✓
37. Formaldehyde ❑✓ ❑ Trace elements of formaldehyde in a few dyes.
38. Furfural ❑ ✓
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE D.CERTAIN HAZARDOUS SUBSTANCES AND ASBESTOS(40 CFR 12221(g)(7)(vii))1
Presence or Absence
Pollutant (check one)
Believed Believed Reason Pollutant Believed Present in Discharge
Present Absent
39. Guthion ❑ ❑✓
40. Isoprene ❑ ❑✓
41. Isopropanolamine ❑ ❑✓
42. Kelthane ❑ ❑✓
43. Kepone ❑ ❑✓
44. Malathion ❑ ❑✓
45. Mercaptodimethur ❑ ❑✓
46. Methoxychlor ❑ ❑✓
47. Methyl mercaptan ❑ ❑✓
48. Methyl methacrylate ❑ ❑✓
49. I Meth parathion ✓
Y ❑ ❑
50. Mevinphos ❑ ✓❑
51. Mexacarbate ❑ ❑✓
52. Monoethyl amine ❑ ❑✓
53. Monomethyl amine ❑ ❑✓
54. Naled ❑ ❑✓
55. Naphthenic acid ❑ ❑✓
56. Nitrotoluene ❑ ❑✓
57. Parathion ❑ ❑✓
EPA Form 3510-2C(Revised 3-19)

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE D.CERTAIN HAZARDOUS SUBSTANCES AND ASBESTOS(40 CFR 122.21(g)(7)(vii))1
Presence or Absence
Pollutant (check one)
Believed Believed Reason Pollutant Believed Present in Discharge
Present Absent
58. Phenolsulfonate ❑ ❑✓
59. Phosgene 0 ❑✓
60. Propargite 0 ❑✓
61. Propylene oxide 0 ❑✓
62. Pyrethrins ❑ ❑✓
63. Quinoline ❑✓ El Trace amount of Quinoline in dye products.
64. Resorcinol 0 ❑✓
65. Strontium ❑ ❑✓
66. Strychnine ❑ ❑✓
67. Styrene ❑✓ ❑ Surface coating contains 10-15%Styrene Acrylic copolymer.
68. 2,4 5-T(2,4,5-trichlorophenoxyacetic ❑ ❑✓
acid)
69. TDE(tetrachlorodiphenyl ethane) ❑ ❑✓
70. 2,4,5-TP[2-(2,4,5-trichlorophenoxy) ❑ ❑
propanoic acid]
71. Trichlorofon ❑ ❑✓
72. Triethanolamine ❑ ❑✓
73. Triethylamine ❑ ❑✓
74. Trimethylamine ❑ ❑✓
75. Uranium ❑ ❑✓
76. Vanadium ❑ ❑✓
EPA Form 3510-2C(Revised 3-19)

P
EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation 001
TABLE D.CERTAIN HAZARDOUS SUBSTANCES AND ASBESTOS(40 CFR 122.21(g)(7)(vii))1
Presence or Absence
Pollutant (check one)
Believed Believed Reason Pollutant Believed Present in Discharge
Present Absent
77. Vinyl acetate ❑ ❑✓
78. Xylene ❑ ❑✓
79. Xylenol ❑ ❑✓
80. Zirconium 0 ❑✓
Sampling shall be conducted according to sufficiently sensitive test procedures(i.e., methods)approved under 40 CFR 136 for the analysis of pollute'
required under 40 CFR chapter I,subchapter N or 0. See instructions and 40 CFR 122.21(e)(3).
EPA Form 3510-2C(Revised 3-19)

This page intentionally left blank.

EPA Identification Number NPDES Permit Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation
TABLE E.2,3,7,8 TETRACHLORODIBENZO P DIOXIN(2,3,7,8 TCDD)(40 CFR 122.21(g)(7)(viii))
TCDD Presence or
Congeners Absence
Pollutant Used or (check one) Results of Screening Procedu
Manufactured Believed Believed
Present Absent
23.7.8-TCDD ❑ ❑
EPA Form 3510-2C(Revised 3-19)

Lear Water Balance Line Diagram
Well #1 (Underground Aquifer) Well#2 (Underground Aquifer) Well#3 (Underground Aquifer)
0.081 MGD 0.222 MGD 0.403 MGD
0.706 MGD
0.07 MGD 0.560 MGD 0.07 MGD 0.006 MGD
0.11 MGD 0.1 MGD 0.05 MGD
Boiler ► Dye House — ► Finishing Sanitation Waste
AY
Chemicals Chemicals To Product
0.1 MGD 0.1 MGD 0.05 MGD
Condensate 0.63 MGD 0.17 MGD
i i ta- To Atmosphere
0.04 MGD
Solid Waste 0.006 MGD
Wastewater Treatment
0.035 MGD Plant
0.571 MGD Outfall 001

r
s
Environmental Chemists, Inc.
envirochem 6602 Windmill Way,Wilmington,NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road,Manteo,NC 27954 • 252.473.5702 Lab/Fax
srn 255-A Wilmington Highway,Jacksonville,NC 28540 • 910.347.5843 Lab/Fax
ANALYTICAL&CONSULTING CHEMISTS infoaa environmentalchemists.com
Guilford East Date of Report: Aug 01, 2023
1754 NC HWY 903 Customer PO#:
Kenansville NC 28349 Customer ID: 11030018
Attention: Report#: 2023-11968
Project ID: Weekly WW(Wed)
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-29968 Site: Effluent Composite 6/13/2023 10:00 AM Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 42 mg/L 06/29/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-29969 Site: Effluent Composite 6/12/2023 9:30 AM Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 50 mg/L 06/29/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-30071 Site: Upstream 6/12/2023 10:00 AM Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 54 mg/L 06/29/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-30072 Site: Downstream 6/12/2023 10:30 AM Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 47 mg/L 06/29/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-30075 Site: Upstream 6/13/2023 10:00 AM Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 58 mg/L 06/29/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-30076 Site: Downstream 6/13/2023 10:30 AM Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 50 mg/L 06/29/2023
Report#:: 2023-11968 Page 1 of 3
L

I
,- s
Environmental Chemists, Inc.
envirochem 6602 Windmill Way,Wilmington,NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road,Manteo,NC 27954 • 252.473.5702 Lab/Fax
srn 255-A Wilmington Highway,Jacksonville,NC 28540 • 910.347.5843 Lab/Fax
ANALYTICAL&CONSULTING CHEMISTS info a environmentalchemists.com
Guilford East Date of Report: Aug 01, 2023
1754 NC HWY 903 Customer PO #:
Kenansville NC 28349 Customer ID: 11030018
Attention: Report#: 2023-12292
Project ID: Weekly WW (Wed)
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-30742 Site: Effluent Composite 6/15/2023 9:00 AM Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 48 mg/L 06/29/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-30744 Site: Effluent Composite 6/14/2023 9:00 AM Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 50 mg/L 06/29/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-30745 Site: Upstream 6/14/2023 9:04 AM Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011
62 mg/L 06/29/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-30746 Site: Downstream 6/14/2023 9:04 AM Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 48 mg/L 06/29/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-30821 Site: Eff/Wastewater 6/15/2023 Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 49 mg/L 06/29/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-30827 Site: Upstream 6/15/2023 Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 68 mg/L 06/29/2023
Report# 2023-12292 Page 2 of 3

Environmental Chemists, Inc.
envirochem 6602 Windmill Way,Wilmington,NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road,Manteo,NC 27954 • 252.473.5702 Lab/Fax
255-A Wilmington Highway,Jacksonville,NC 28540 • 910.347.5843 Lab/Fax
ANALYTICAL&CONSULTING CHEMISTS infow,environmentalchemists.com
Guilford East Date of Report: Aug 01, 2023
1754 NC HWY 903 Customer PO#:
Kenansville NC 28349 Customer ID: 11030018
Attention: Report#: 2023-12292
Project ID: Weekly WW(Wed)
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-30828 Site: Downstream 6/15/2023 Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 50 mg/L 06/29/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-31529 Site: Effluent Grab 6/20/2023 2:57 PM Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 54 mg/L 06/29/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-31530 Site: Upstream 6/16/2023 11:00 AM Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 74 mg/L 06/29/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-31531 Site: Downstream 6/16/2023 11:00 AM Water Dale Johnson
Test Method Results Date Analyzed
Total Hardness SM 2340 C-2011 54 mg/L 06/29/2023
Comment:
Reviewed by:
Report#:: 2023-12615 Page 3 of 3

EPA Identification Number NPDES Number Facility Name Outfall Number
NCD058520016 NC0002305 Lear Corporation-Kenansville 1
Method Number(if Estimated Concentration (If
Pollutant(Required) CAS number Applicable) Reason Pollutant Believed Present in Discharge 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

SPILL PREVENTION, CONTROL,
AND COUNTERMEASURE PLAN
RECEIVED
AUG 11 2023
LEAR CORPORATION NCDEQ/DWR/NPDES
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 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project 6480-22-0019
TABLE OF CONTENTS
Page
LIST OF FIGURES ii
LIST OF APPENDICES ii
COMPLIANCE INSPECTION PLAN REVIEW PAGE iii
CERTIFICATION PAGE iv
1. INTRODUCTION 1
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 December 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project:6480-22-0019
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
ii

Spill Prevention, Control, and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville,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 Certification
1) December 2027 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 byLear.
P 9, p
/4/ fi v,/1—.
Signature Date
iii

Spill Prevention, Control,and Countermeasure Plan December 76,2022
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 by
required law, be made available at the Guilford
q
Performance Textiles byLear for on-site review bythe Environmental Protection Agency (EPA) Regional
9 Y g
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 Engineer 2
Date:
iv

Spill Prevention, Control,and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project:6480-22-0019
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.
1

Spill Prevention, Control,and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project:6480-22-0019
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
p
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 16,2022
Guilford Performance Textiles by Lear—Kenansville,North Carolina
WSP Project:6480-22-0019
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 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project 6480-22-0019
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,
4

Spill Prevention, Control,and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project:6480-22-0019
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 N35°01'08" W77°51'32"
OF-002 N35°01'07" W77°51'36"
OF-003 N35°01'06" W77°51'34"
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Spill Prevention, Control,and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project:6480-22-0019
OF-004 N35°01'01" W77°51'33"
OF-005 N35°01'00" W77°51'35"
OF-006 N35°00'59" W77°51'37"
OF-007 N35°00'58" W77°51'40"
OF-008 N35°00'59" W77°51'44"
OF—WWP N35°01'07" W77°51'30"
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.
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Spill Prevention, Control,and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville,North Carolina
WSP Project:6480-22-0019
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.
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Spill Prevention, Control,and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project. 6480-22-0019
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
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Spill Prevention, Control,and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project:6480-22-0019
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
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Spill Prevention, Control,and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project 6480-22-0019
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
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Spill Prevention, Control,and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project:6480-22-0019
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 The thermal fluid heaters are stored indoors in a room with an approximately 6-inch high
gauges.
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.
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Spill Prevention, Control,and Countermeasure Plan December 16,2022
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4.4 HOT OIL ABOVEGROUND STORAGE TANKS
Three 5,000-gallon hot oil ASTs are located on the roof in the southeastportion of the building.Two of
g 9
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.
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Spill Prevention, Control,and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project. 6480-22-0019
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.
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Spill Prevention, Control,and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
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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.
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Spill Prevention, Control,and Countermeasure Plan December 16,2022
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WSP Project:6480-22-0019
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
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Spill Prevention, Control,and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project 6480-22-0019
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.
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Spill Prevention, Control,and Countermeasure Plan December 16,2022
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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.
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Spill Prevention, Control,and Countermeasure Plan December 16,2022
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WSP Project:6480-22-0019
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, N/A(out N/A(out N/A(out N/A(out of
AST northeast of 500,000 Steel Yes 680,000
the building of service) of service) of service) service)
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
the building of service) of service) of service) service)
r
Outdoors,
AST northeast of 500,000 Steel Yes 680,000 N/A(out N/A(out N/A(out N/A(out of
the building of service) of service) of service) service)
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
AST southeast 5,000 Steel Yes Up to Yes Yes No Yes
5,000
portion of
building
Outdoor,
roof in
AST southeast 5,000 Steel Yes Up to 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
18

Spill Prevention, Control,and Countermeasure Plan December 16,2022
Guilford Performance Textiles by Lear—Kenansville,North Carolina
WSP Project 6480-22-0019
Inside,
throughout Up to Steel and Yes Up to No Yes No NA
plant 2,000 Plastic 2,000 (Paint)
building
Inside,old Up to Steel and Yes Up to No Yes No NA
boiler room 4,000 Plastic 4,000 (Paint)
Inside,fire&
flammable Up to Steel and Yes Up to No Yes No NA
storage 2,200 Plastic 2,200 (Paint)
building
55-gallon Inside,dye
Up to Steel and Up to Yes
drums Drum and and chemical Yes No No NA
30,000 Plastic 30,000 (Paint)
275-gallon Tote storage room
totes Inside,
Steel and Yes
thermal fluid Up to 775 Yes Up to 775 No No NA
Plastic (Paint)
heater room
Inside,
northeast Steel and Yes
Up to 750 Yes Up to 750 No No NA
portion of Plastic (Paint)
building
Outside,
north of Up to Steel and Yes
Yes 1,690 No No NA
fabrication 2,000 Plastic (Paint)
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 16,2022
Guilford Performance Textiles by Lear—Kenansville,North Carolina
WSP Project 6480-22-0019
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 16,2022
Guilford Performance Textiles by Lear—Kenansville,North Carolina
WSP Project:6480-22-0019
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
Site Environmental John Davis 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 16,2022
Guilford Performance Textiles by Lear—Kenansville,North Carolina
WSP Project 6480-22-0019
• 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 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project:6480-22-0019
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 or 910-296-2160
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 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project 6480-22-0019
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 16,2022
Guilford Performance Textiles by Lear—Kenansville, North Carolina
WSP Project:6480-22-0019
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

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:
Location:
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 El ❑
Tank foundations have eroded or settled ❑ ❑
Level gauges are inoperative ❑ ❑
Vents are obstructed ❑ ❑
Valve seals or gaskets are leaking ❑ 0
Pipelines or hoses are damaged or deteriorated ❑ ❑
Loading/unloading ports are damaged or deteriorated 0 ❑
Connections are not capped or blank-flanged ❑ ❑
Observe interstitial areas ❑ ❑
Fencing, gates, lighting or li htin 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*/ Description & Comments
N
Storage tanks
Tank surfaces show w 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/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

Spill Information/History Form
GUILFORD PERFORMANCE TEXTILES BY LEAR
1754 NC HIGHWAY 903 NORTH
KENANSVILLE, NORTH CAROLINA
Date: Time: AM/PM
Location: Department:
Machine Asset Number(if applicable):
Estimated Volume of Spill Type of Material
Cause of Spill
(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.
Pane 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:
Page 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 Section
§ 1 2.7 General requirements for SPCC Plans for all facilities and all oil types. 1.1
General requirements;discussion of facility's conformance with rule requirements;
iii, 1.1 through 1.4, 2.1,
§ 112.7(a) deviations from Plan requirements;facility characteristics that must be described in
5.1 thru 5.5, 6.1 thru 6.6
the Plan;spill reporting information in the Plan; emergency procedures.
§ 112.7(b) Predicted direction, rate of flow,and total quantity of oil. 4.1 thru 4.9
§ 112.7(c) Secondary containment. 4.1 thru 4.9
§ 112.7(d) Contingency planning. 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). 5.5
4.2 thru 4.10, 5.1, 5.2,
§ 112.7(h) Loading/unloading (excluding offshore facilities).
Appendix D
§ 112.7(i) Brittle fracture evaluation requirements. 5.1
§ 112.7(j) Conformance with State requirements. iii, iv, 5.1
§ 112.8
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)

STORMWATER POLLUTION PREVENTION PLAN
Lear Corporation
Guilford Performance Textiles
1754 North Carolina Highway 903 North
Kenansville, North Carolina RECEIVED
AUG 11 2023
Prepared For: NCDEQ/DWR/NPDES
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

Storm water Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
APPROVAL AND CERTIFICATION
FOR
STORM WATER POLLUTION PREVENTION PLAN
MANAGEMENT APPROVAL
Approved for Guilford Performance Textiles by Lear, Kenansville, North Carolina:
I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,
or those persons directly responsible for gathering the information,the information submitted is, to the best
of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations.
5<fc( P6LY({--- iMok0 g
Print Name Title
C/Z_-3
Signature Date
Page 1

Stormwater Pollution Prevention Plan December 16,2022
Lear Guilford East Plant-Kenansville, North Carolina
WSP Project 6480-22-0019
TABLE OF CONTENTS
INTRODUCTION 1
1. RESPONSIBLE PARTY 2
1.1 Stormwater Pollution Prevention Team 2
2. GENERAL LOCATION MAP 3
3. SITE MAP 4
4. NARRATIVE DESCRIPTION OF INDUSTRIAL PROCESSES 5
4.1 Storage Practices 6
4.2 Loading and Unloading Activities 7
4.3 Outdoor Process Areas 8
4.4 Materials Storage 8
4.5 Waste Disposal Practices 9
4.6 Potential Pollutants 10
5. FEASIBILITY STUDY 10
5.1 End of Pipe Treatment 10
5.2 Diversion of Stormwater to Municipal Wastewater Treatment Plants 10
5.3 Procedural Management Practices (PMPs) 11
5.4 Structural Stormwater Management Practices (SSMPs) 11
5.5 Eliminating Pollutant Sources 12
6. EVALUATION OF STORMWATER OUTFALLS 12
6.1 Non-Stormwater Discharges 12
7. STORMWATER BEST MANAGEMENT PRACTICES SUMMARY 12
7.1 Summary of Structural and Nonstructural Practices 13
7.1.1 Indoor Storage of Oils and Coatings 13
7.1.2 Loading and Unloading Operations 13
7.1.3 Outdoor Storage Areas 14
7.1.4 Good Housekeeping 14
7.2 Textile Activities 14
7.3 Vehicle Maintenance Activities 14
7.4 Offsite Remote Fueling 14
8. BMPS 14
9. SECONDARY CONTAINMENT PLAN 15
9.1 Table of Tanks and Stored Materials Equipped with Secondary Containment
Systems 16
9.2 Manually Activated Valves Connected to a Stormwater Conveyance System 18
9.3 Accumulated Stormwater Visual Observation Commitment 18
9.4 Uncontaminated Stormwater Release Commitment 18
9.5 Records of Accumulated Stormwater Release 19
10. SPILL PREVENTION AND RESPONSE PROCEDURES (SPR) 19
10.1 Risk Areas for Potential Spills 19
10.1.1 Loading and Unloading Operations- 19
10.1.2 Indoor Storage of Oil and Dye Products- 19
10.1.3 Outdoor Storage- 19
10.1.4 Solid Waste Disposal- 19
10.2 Personnel Responsible for Implementing Spill Prevention and Response Procedures 19
10.3 Spill Prevention and Response Team Commitment 21
Page 2

Storm water Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
10.4 Spill Response Materials, Equipment, and Location 22
10.4.1 Material Storage Practice 22
10.4.2 Material Handling Procedures 22
10.4.3 Spill Response Procedures 22
10.4.4 Spill Response Equipment 23
10.5 Spill Response and Clean Up Procedures 23
10.5.1 Minor Spills: 23
10.5.2 Significant Spills: 24
10.5.3 Notification and Reporting 24
10.5.4 Records 25
10.6 List of Significant Spills 26
11. PREVENTATIVE MAINTENANCE AND GOOD HOUSEKEEPING PROGRAM 26
11.1 Preventative Maintenance 26
11.2 Good Housekeeping 27
11.3 Inspection and Maintenance Requirements 27
11.3.1 Facility Inspections 27
11.3.2 Material Storage Inspections 28
11.3.3 Stormwater System Inspections 28
11.4 Disposal of Lubricants and Fuels Plan 28
11.5 Record of Inspection, Maintenance and Housekeeping Activities 29
12. EMPLOYEE TRAINING 29
13. REPRESENTATIVE OUTFALL STATUS 29
14. ANNUAL SWPPP REVIEW AND UPDATE 29
15. ANNUAL ONLINE SWPPP CERTIFICATION 30
16. NOTICE TO MODIFY SWPPP 30
17. SWPPP DOCUMENTATION 30
FIGURES
Figure 1 —General Location Map
Figure 2—Chemical Storage Areas
Figure 3—Site Stormwater Plan
APPENDICES
Appendix A— North Carolina General Permit NCG17000 and Certificate of Coverage NCG170139
Appendix B—Annual Plan Review Records
Appendix C—Spill Reporting Forms
Appendix D— Facility Inspection Forms
Appendix E—Qualitative Monitoring Reports
Appendix F— Employee Training Records
Appendix G—Annual Summary Data Monitoring Report
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Storm water Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
INTRODUCTION
This Stormwater Pollution Prevention Plan (SWPPP) has been prepared to comply with the United States
Environmental Protection Agency (USEPA) National Pollutant Discharge Elimination System (NPDES)
program under the amended 1977 Federal Water Pollution Control Act. The SWPPP has been developed
using information from Stormwater Management for Industrial Activities:Developing Pollution Prevention
Plans and Best Management Practice (USEPA, 1992). This SWPPP replaces all previous SWPPPs written for
this Permittee.A SWPPP consists of steps and activities designed to identify potential sources of
stormwater pollution or contamination and establishes Best Management Practices (BMPs) that will prevent
or reduce pollutants in stormwater runoff. This SWPPP has been prepared in accordance with standard
engineering practices.This SWPPP was prepared for Guildford Performance Textiles by Lear located at
1754 North Carolina Highway 903 North, Kenansville, Duplin County, North Carolina (Figure 1).The
surrounding area generally consists of single-family residential, agricultural-use, and vacant land.
North Carolina is a delegated NPDES state with general and individual permitting authority. USEPA
regulation 40 CFR122 requires most industrial facilities to apply for an NPDES permit for stormwater
discharges. The North Carolina Department of Environmental Quality(NCDEQ) has included the Lear Plant
within the NPDES General Permit No. NCG170000 for stormwater discharges from establishments primarily
engaged in textile mill products.The current NPDES General Permit became effective on August 1, 2019 and
expires on May 31, 2024.A copy of the current NPDES General Permit and the Certificate of Coverage (No.
NCG170139) are included in Appendix A. Certain non-stormwater discharges may be authorized by the
General Permit.
In general, facility drainage consists of surface water runoff, subsurface conveyance conduits, and
collected runoff from the roof.
According to the General Permit, Lear Corporation is required to implement and update a SWPPP for
Guilford Performance Textiles and conduct periodic sampling of the facility's stormwater discharges.The
objectives of the SWPPP are to:
a. Identify sources of pollution that potentially affect the quality of stormwater discharges
from the facility.
b. Describe and provide a means to ensure that practices are implemented to eliminate,
minimize, or control pollutants from entering stormwater discharges; and
c. Ensure compliance with the terms and conditions of the NPDES General Permit.
The SWPPP must be amended whenever there is a change in the design, construction, operation, or
maintenance of the facility that significantly affects the potential for discharge of pollutants to the waters of
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Storm water Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
North Carolina or if the SWPPP proves to be ineffective in eliminating or significantly minimizing discharge
of pollutants in stormwater discharges associated with industrial activity.
1. RESPONSIBLE PARTY
, an employee of Lear Corporation, am responsible for the overall
coordination, development, implementation, and revision to the Stormwater Pollution Prevention Plan as
required by Stormwater Discharges General Permit No. NCG170000—Certificate of Coverage No.
NCG170139 for Guilford Performance Textiles by Lear Corp - Kenansville.
The Guilford Performance Textiles Stormwater Pollution Prevention Team (Team) consists of individuals
within the facility organization responsible for coordination, development, implementation, and revision
of the SWPPP and ensuring that best management practices are being followed.
1.1 Stormwater Pollution Prevention Team
Employees responsible for the overall coordination, development, implementation, and revision of the
SWPPP are listed in the following table.
Phone
Name Title Number Responsibilities
• Overall management of permit.
• Regulatory reporting of spills.
• Management of facility operations.
• Administration of SWPPP.
• Maintain training records.
EHS
Open/TBD Manager 910-XXX-XXXX • Oversee housekeeping responsibilities.
• Management and documentation of
sampling.
• Emergency coordinator.
• Spill response management.
• Corrective action management.
• Secondary Emergency Coordinator.
• Management of preventative maintenance
Steven Plant activities/housekeeping.
Middlebrook Manager 910-372-8296 • Storm Drainage Outfall and facility
inspections.
• Spill response management.
• Corrective action implementation.
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Stormwater Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
• Management of preventative maintenance
Technical activities/housekeeping.
Open/TBD Manager 910-XXX-XXXX • SDO and facility inspections.
• Spill response management.
• Corrective action implementation.
• Management of preventative maintenance
George WWTP activities/housekeeping.
Yankay Operator 910-540-0684 • SDO and facility inspections.
• Spill response management.
• Corrective action implementation.
2. GENERAL LOCATION MAP
The Guilford Performance Textiles is comprised of two parcels of land, Duplin County tax parcel IDs#13-
3337 and 13-3338, totaling approximately 63 acres 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. Figures 2 and 3 are site maps of the facility that shows the
locations of the various process and storage areas. The surrounding area generally consists of single-
family residential, agricultural-use, and vacant land.
The Guilford Performance Textiles by Lear roof drainage and the majority of the surface drainage in the
vicinity of the plant building flows into catch basins or drainage ditches which are connected to nine
outfalls. The remainder of the surface area discharges off-site via sheet flow. 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 an on-site outfall.
The receptor of stormwater runoff from the facility is the Northeast Cape Fear River, which eventually
flows into the Cape Fear River approximately 60 miles south of the site, and Cape Fear River ultimately
flows into the Atlantic Ocean. The North Carolina Division of Water Resources (NCDWR) classified the
portion of Northeast Cape Fear River that receives the facility's stormwater as a Class C and Sw stream.
NCDWR defines C class streams as "waters protected for uses such as secondary recreation, fishing,
wildlife, fish consumption, aquatic life including propagation, survival and maintenance of biological
integrity, and agriculture. Secondary recreation includes wading, boating, and other uses involving human
body contact with water where such activities take place in an infrequent, unorganized, or incidental
manner." Additionally, the Sw classification indicates swamp waters intended to recognize those waters
that have natural characteristics due to topography, such as low velocity, dissolved oxygen, or pH, that are
different from streams draining steeper topography. Northeast Cape Fear River is not identified as an
impaired receiving water or have an established Total Maximum Daily Loads per NCDEQ.
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Storm water Pollution Prevention Plan December 16, 2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
3. SITE MAP
Figures 2 and 3 are site maps of the Guilford Performance Textiles by Lear Figures 2 and 3 show the
location of the site building, site topography, approximate stormwater flow directions, material storage
areas, drainage structures, outfall drainage areas, parking lots, and other impervious areas. Stormwater
collected at the site drains along vegetative drainage ditches, concrete conduits, and other stormwater
features that discharge through nine outfalls, identified as OF-001 through OF-008 and OF-WWP. Each of
these outfalls discharge to drainage features which lead to the low-lying wetlands areas southeast of the
site.The wetland areas surround the Northeast Cape Fear River. Outfalls OF-001 through OF-003 are located
on the northeast side of the site and OF-004 through OF-008 and OF-WWP are located on the southeast
side of the site. Roof drains discharge stormwater via PVC conduit and discharges to the stormwater drop
inlets located around the site.
The discharge latitude/longitude location,total area, and percent impervious area for nine outfall drainage
area is shown in the following table:
OUTFALL LATITUDE/ TOTAL AREA IMPERVIOUS AREA IMPERVIOUS
LONGITUDE (ACRES) (ACRES) PERCENTAGE
OF-001 N35°01'08" / 10.60 5.54 52.3%
W77°51'32"
OF-002 N35°01'07" / 6.20 5.83 94.0%
W77°51'36"
OF-003 N35°01'06"/ 1.15 0.58 50.0%
W77°51'34"
N35°01'01"/
OF-004 2.54 0.67 26.4%
W77°51'33"
N35°01'00"/
OF-005 0.72 0.00 0.00%
W77°51'35"
OF-006 N35°00'59"/ 4.13 1.21 29.4%
W77°51'37"
N35°00'58" /
OF-007 2.60 1.51 58.0%
W77°51'40"
OF-008 N35°00'59"/ 9.92 5.07 51.1%
W77°51'44"
N35°01'07"/
OF—WWP 0.70 0.05 7.3%
W77°51'30"
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.
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Storm water Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
4. NARRATIVE DESCRIPTION OF INDUSTRIAL PROCESSES
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 heat set 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 three 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.
Guilford Performance Textiles 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 digester
basin, a rotary-drum sludge thickener, one thickened sludge holding tank and twelve sludge drying beds.
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 above ground
and underground. The effluent from WWTP is permitted separately under NPDES permit number NC
0002305 and is discharged into the Northeast Cape Fear.
Solid waste is stored in a roll-off container equipped with a hydraulic compactor located adjacent to the
plant building on the southeast side of the building. The container is picked up and transported to a
municipal landfill off-site by Duplin County Landfill on an as-needed basis.A 40 cubic yard open-top
dumpster, located outdoors to the northeast of the plant is used to collect scrap metal until it is hauled
off to be recycled.Three additional open-top dumpsters are located on the south side of the facility for
general waste and are emptied on an as need basis by Duplin County Landfill.
Waste cardboard, plastic, yarn, and cloth are baled and loaded into a trailer to be hauled off to be
recycled. The trailer that contains recyclables may be stored at the designated loading dock, or along the
plant driveway, waiting to be hauled off to a recycling company. Another area on the south side of the site
has also been designated for storage of wooden pallets for recycling and production use. Other areas may
be designated by the site engineer. All such designated areas shall be included in the periodic inspections
required by this plan.
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Stormwater Pollution Prevention Plan December 76,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0079
Lint from each of two (2) lint removal systems is collected in a roll-off container equipped with a hydraulic
compactor, located beneath each system. Compacted lint may be transported off site to an approved
landfill or to be recycled at a composing facility.
From time to time, a portable belt press may be rented and installed near the wastewater treatment plant
digester. Dried sludge (biosolids), which has been removed from this portable belt press, is stored in an
open-top dumpster, located adjacent to the belt press. This sludge is hauled to a landfill for disposal on
an as-needed basis.
Empty metal and plastic drums are stored in a covered containment area, until transported off site for
recycling.
4.1 Storage Practices
The primary raw material is synthetic yarn, which is stored in the warehouse area. Other raw materials
include raw oils and dyes, and intermediate products include solid wastes, used oils, coated yarns/fabric,
and scrap metal. Finished goods (fabrics) are stored in the finished goods warehouse in the southern
portion of the building. Empty aluminum warp beams are stored inside the plant near the knitting area
and outdoors in a designated area on the northeast side of the building. Process oils and dyes that are
stored in 55-gallon drums or 275-gallon totes are kept in several areas inside the plant. Outdoor storage
practices are described below.
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 a direct-read level gauge and a high-level alarm/cut-off
feature for the used oil transfer located indoors. A 300-gallon diesel AST is located outdoors to the
pump,
east of the plant building that supplies the fire pump house. One 500-gallon diesel AST used for
equipment fueling are located at the site; the diesel AST is east of the wastewater treatment plant. The
diesel AST have a direct-read gauge and is equipped with a secondary concrete containment structure
with a covered roof.
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.
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Storm water Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
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.
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.
Two 10,000-gallon tanks, one containing caustic and one containing Aluminum Chlorohydrate 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.
Additionally, empty drums are also stored outdoors prior to use or following use.
4.2 Loading and Unloading Activities
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 one wheel and secured with a dock lock 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.
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
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. Truck loading and
unloading and vendor spill control procedures meet the minimum requirements and regulations
established by the North Carolina Department of Transportation.A copy of the required loading and
unloading procedure 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
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Storm water Pollution Prevention Plan December 16, 2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
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
4.3 Outdoor Process Areas
Textile activities are completed inside the building. In general, outdoor process areas are minimized and
are limited to material storage. One outdoor process area at Guilford Performance Textiles is the
wastewater treatment plant (WWTP). The WWTP processes include: one bar screen, 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 digester basin, a rotary-drum
sludge thickener, one thickened sludge holding tank, and twelve sludge drying beds.The WWTP also
includes various pumps, piping and other appurtenances, both above ground and underground.
4.4 Materials Storage
The primary raw material is synthetic yarn, which is stored in the plant warehouse.The finished goods
(fabrics) are stored in the finished goods warehouse. Empty aluminum warp beams are stored inside the
plant near the knitting area and outdoors in a designated area on the southwest side of the plant.
Process chemicals and dyes are stored in 55-gallon drums or tote tanks up to 275-gallons, in several areas
inside the plant. Outdoor storage of chemicals is described below.
• Several aboveground storage tanks (AST's) containing chemicals are located outside of the plant and
at the wastewater treatment plant (WWTP). These tanks include an 8,000-gallon acetic acid tank
outside the north wall of the plant. There is one 10,000-gallon brine tank outside the building that
houses the water softeners and fire pump. Dry salt is unloaded pneumatically from delivery trucks.
The salt in the brine tank is flooded with water. The salt-saturated water, or brine, is used to
regenerate the water softeners in the adjacent building. Outside the WWTP Lab trailer, there is one
10,000-gallon caustic tank and one 10,000-gallon Aluminum Chlorohydrate tank in a single
containment structure.
• Wastewater treatment chemicals are also stored in several 275-gallon tote tanks and 55-gallon drums
inside and around the wastewater treatment plant building.
• Empty drums are stored in a designated area outdoors, which is covered and has secondary
containment.
• Various dyes and chemicals, oils, and lubricants, are stored in 55-gallon drums and tote tanks in
several areas inside the plant.
• One or more contractor storage trailers are normally parked on site outside the shear maintenance
building.
• Empty aluminum warp beams in steel racks are stored in a designated area outdoors on the
southwest side of the plant.
The locations of material storage areas are shown in Figures 2 and 3.
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Storm water Pollution Prevention Plan December 16, 2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
Oil storage facilities are covered by a separate Spill Prevention Control and Countermeasures (SPCC) Plan.
This Plan covers all aboveground oil storage tanks at the facility, which are all located outdoors, and
include the following:three 500,000-gallon former fuel oil tanks that are permanently out-of-service, all of
which are located outside the driveway that encircles the plant; two 1,000-gallon oil tanks (one for new
knitting oil and the other for used oil), located outside and adjacent to loading dock#4, in a single
containment structure; one 300-gallon diesel fuel tank for the fire pump; one 500-gallon diesel fuel tank
at the WWTP and three elevated 5,000-gallon expansion tanks for the thermal fluid system.
The three out-of-service 500,000-gallon fuel oil tanks 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, as detailed in the SPCC Plan.
There is one 30,000-gallon propane (LPG) tanks adjacent to the WWTP area. Since LPG vaporizes upon
release, it does not create the potential for stormwater contamination and is not covered by the SWPPP or
SPCC Plans.
One or more contractor storage trailers on-site may contain supplies, tools, lubricants and 5-gallon cans
of fuel for portable gas-powered equipment
4.5 Waste Disposal Practices
General solid waste is stored in a roll-off container equipped with a hydraulic compactor located adjacent
to the plant building on the southeast side.The container is picked up regularly and transported to the
landfill by Duplin County Landfill. A 40 cubic yard open-top dumpster, located in the out-of-service Sweco
lint filter area at the wastewater treatment plant is also used for general solid waste.
A 40 cubic yard open-top dumpster, located outdoors beside the maintenance area, is used to collect
scrap metal until it is hauled off to be recycled by a contracted vendor.Waste cardboard and plastic are
baled and loaded on the recycling trailer. Scrap yarn, plastic bottles/cans and paper are loaded onto the
recycling trailer in boxes.All materials to be hauled off to be recycled.The trailer that contains recyclables
may be stored at the designated loading dock, or at the Guilford Performance Textiles drop yard, waiting
to be hauled off to a recycling company. Empty metal and plastic drums are stored in a covered
containment area, until transported off-site for recycling.
Another area on the south side of the site has also been designated for storage of wooden pallets for
recycling and production use. Other areas may be designated by the site engineer. All such designated
areas shall be included in the periodic inspections required by this plan.
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Stormwater Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
Lint from each of two (2) lint removal systems is collected in a roll-off container equipped with a hydraulic
compactor, located beneath each system. Compacted lint may be transported off site to an approved
landfill or to be recycled at a composing facility.
Three additional open-top dumpsters are located on the south side of the facility for general waste and
are emptied on an as need basis by Duplin County Landfill.
4.6 Potential Pollutants
Stormwater Discharge
Potential Pollutant
Outfall (SDO)
Miscellaneous material from outdoor material storage including metal
OF-001 through OF-008 scraps, dust, and chips; suspended solids;oil and grease from vehicle
operations, oil and chemicals from storage operations.
Miscellaneous material from outdoor material storage including metal
OF-WWP scraps, dust, and chips; suspended solids;oil and grease from vehicle
operations, oil and chemicals from storage operations.
5. FEASIBILITY STUDY
The technical and economic feasibility of various methods of eliminating or reducing exposure of
materials and processes to stormwater have been considered in the evaluation of the facility and are
discussed in the following sections. The industrial processes occurring at the site are already performed
inside the facility and will continue to do so.
5.1 End of Pipe Treatment
This category of stormwater management includes processes at the point of discharge which remove
pollutants by physical, chemical and/or biological treatment. Implementation of this option can be costly.
As a result, end of pipe treatment is usually targeted for areas where runoff has a high potential of
contamination or areas where pollution prevention or other controls are not feasible.This category of
BMP has not been implemented at this time based on other pollution prevention controls described
throughout the SWPPP.
5.2 Diversion of Stormwater to Municipal Wastewater Treatment Plants
This option was not considered because the feasibility of diverting stormwater to the Duplin County
municipal sewer system is considered low considering the volume of stormwater, permitting
considerations for Duplin County to accept the stormwater, and current site infrastructure which routes
wastewater to the on-site wastewater treatment plant. Diverting stormwater to the on-site wastewater
treatment plant is not technically feasible considering the volume of stormwater and existing processes at
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Storm water Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
the plant.Typically, municipalities attempt to not allow stormwater discharges into the wastewater
treatment system.
5.3 Procedural Management Practices (PMPs)
PMPs include a wide range of management techniques targeted at prevention or reduction of pollutants
which enter stormwater runoff. PMPs may be generic, site-specific or pollutant-specific. Examples of PMPs
include: changing operational practices, implementing activity scheduling, scheduling preventive
maintenance, planning storage, establishing reporting and notification procedures, training employees,
establishing treatment requirements, and implementing a good housekeeping program. Elements of
PMPs have been incorporated into this SWPPP, including performing activities indoors, and sweeping of
exterior paved surfaces.
5.4 Structural Stormwater Management Practices (SSMPs)
SSMPs include traditional stormwater management practices which reduce pollution by either decreasing
runoff volume and/or rate or minimizing pollutant contact with stormwater.
The effect of stormwater runoff on the receiving stream depends on the total loading of pollutants to the
receiving waters (equivalent to the product of the pollutant's concentration and the total runoff volume)
and the receiving stream volume. Therefore, reduction of runoff volume decreases pollutant loading.This
can be accomplished by directing sheet flow across pervious surfaces, such as grass, mulch, or gravel,
instead of impervious surfaces such as pavement. Consequently, minimizing use of impervious surfaces at
a site reduces runoff volume.
Impervious surfaces and storm drainage systems (culverts, etc.) reduce the time needed for runoff to
travel to the facility's outfall and increase runoff volume. Soils and other particulates are pollutants that
are most affected by runoff rate. Higher runoff rates increase erosion potential and transport particulate
matter into receiving waters. Traditional stormwater management efforts aim to lessen this impact to
control flooding and minimize the size of downstream stormwater conveyance systems. A corollary
benefit of these efforts is a reduction in pollutant loading. Examples of methods that can be used to
reduce runoff rates and flow velocities include reducing runoff volume, leveling slopes of runoff-
producing surfaces, and installing check dams and other runoff detention structures in the receiving
stream. Other erosion control practices include vegetative linings in drainage paths, riprap, and placement
of gabions (wire baskets filled with rock), which are designed to dissipate energy, reduce flow velocities,
and provide structural protection. Concrete-lined channels may also be used, but they may cause
increased runoff velocity.
Pollutants in stormwater runoff, especially suspended materials, can be reduced by use of retention and
detention basins, filtration systems and sediment traps. Catch basin filtration systems are effective for
removal of heavier sediment and debris. Regular maintenance is important for the long-term effectiveness
of these stormwater management structures. Elements of SSMPs including riprap and vegetative drainage
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Storm water Pollution Prevention Plan December 16,2022
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WSP Project 6480-22-0019
paths are evident in the existing stormwater system and have been incorporated into the SWPPP.The
potential for adding additional detention ponds/basins, adding vegetative channels/areas, or reducing
impervious area is not economically feasible at this time, and would be technically difficult.
5.5 Eliminating Pollutant Sources
Often the most reliable and least expensive option that can be used to reduce pollutants in stormwater
runoff is to eliminate potential exposure of stormwater to pollutants.Where this is feasible, it should be
the first option considered. Common methods include:
• moving industrial activities and materials indoors or under roof;
• eliminating illicit discharges;
• diverting runoff from areas containing pollutants;
• implementing good housekeeping practices; and,
• changing operational practices.
Most of these methods have been incorporated into the operation of the facility and development of the
SWPPP. Examples include performing textile activities indoors, storing liquid materials inside when
possible, cleaning up exterior spills in a timely manner, and sweeping the exterior paved surface on a
regular basis.
6. EVALUATION OF STORMWATER OUTFALLS
The following evaluations and/or monitoring will be completed in accordance with the Permit.
6.1 Non-Stormwater Discharges
By signing the Approval and Certification of this SWPPP, Guilford Performance Textiles by Lear certifies
that the facility stormwater discharge system has been evaluated for the presence of non-stormwater
discharges. On an annual basis, the Non-Stormwater Discharge Assessment and Certification will be
recertified.This recertification is included with the Annual Plan Review Records in Appendix B. If non-
stormwater discharges are observed, Guilford Performance Textiles by Lear personnel will identify the
source and record whether the discharge is permitted by rule or a different permit.Additionally, the
environmental significance of the non-stormwater discharge will be evaluated and documented in
Appendix B.
7. STORMWATER BEST MANAGEMENT PRACTICES SUMMARY
Best management practices are measures used to prevent or minimize the potential for stormwater
becoming contaminated with pollutants. Pollutants in stormwater runoff can include a variety of materials,
both natural and synthetic. Pollutants build up on surfaces during dry weather, because of on-site
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Stormwater Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
activities, the deposit of wind-blown materials or atmospheric contaminants, or other natural phenomena.
When a storm occurs, runoff transports pollutants off site and might impact receiving waters. Pollutant
concentrations in runoff are generally greatest during the "first flush" of stormwater.
Optimum management of stormwater runoff requires consideration of both water quantity (runoff volume
p g
and flow rate) and water quality (pollutant types and concentrations). Stormwater drainage systems are
typically designed for "heavy" storms (i.e., those with return periods of 10 to 25 years).A broad range of
options are available for stormwater management.The EPA has divided these options into five basic
categories:
• End of pipe treatment
• Diversion of stormwater to municipal wastewater treatment plants
• Procedural management practices (PMPs)
• Structural stormwater management practices (SSMPs)
• Elimination of pollution sources
7.1 Summary of Structural and Nonstructural Practices
Often the most reliable and least expensive option that can be used to reduce pollutants in stormwater
runoff is to eliminate potential exposure of stormwater to pollutants. Guilford Performance Textiles by
Lear has incorporated the following practices in their operation of the facility and development of this
SWPPP.
7.1.1 Indoor Storage of Oils and Coatings
Fluids in volumes greater than or equal to 55 gallons should be stored in one of the following
manners:
o Have adequate secondary containment. Secondary containment will prevent any unintended
discharge leaving the specified area.
o Spill containment kits should be kept stocked in close vicinity of stored materials.
o Stored at least 25 feet from any doors that may be a potential path to enter stormwater and
off the ground if possible.
o Fluids in volumes less than 55 gallons should be stored under cover and off the floor.
7.1.2 Loading and Unloading Operations
o Drivers will check in with Guilford Performance Textiles personnel prior to beginning
loading/unloading and be instructed on proper procedures.
o Loading and unloading operations will be conducted in accordance with applicable DOT
procedures.
o Care should be taken to not damage materials during loading and unloading.
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Storm water Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
7.1.3 Outdoor Storage Areas
o Only inert materials should be stored outdoors and should be covered if possible.
7.1.4 Good Housekeeping
o The facility performs routine leak and maintenance checks to minimize the potential for spills
before they occur.
o Perform routine cleaning activities indoors and outdoors.
7.2 Textile Activities
Textile activities are performed inside the facility and consist of warping, knitting, weaving, washing,
laminating, dyeing, and finishing of synthetic fabrics.The interior of the plant building is concrete slab on
grade. Drainage related to process and domestic wastewater is treated on-site at the wastewater
treatment plant and discharged under NPDES permit NC0002305.
7.3 Vehicle Maintenance Activities
The Guilford Performance Textiles by Lear does not perform vehicle maintenance activities at the site.
Light maintenance activities related to forklifts and machinery is conducted by qualified personnel. Spill
containment materials such as drip pads and absorbents are positioned in the vicinity of maintenance
activities.
7.4 Offsite Remote Fueling
Guilford Performance Textiles by Lear does conduct remote fueling or maintenance at off-site locations.
8. BMPS
Several best management practices (BMP's) are currently in place at the Guilford Performance Textiles to
reduce the exposure to industrial activities. These BM Ps include:
• Secondary containment is provided for all outdoor above ground storage tanks.
• Secondary containment is provided for all outdoor drum and tote storage, including empty drum
storage, and outdoor drum storage is only allowed in these areas. No empty drums will be stored
in semi-trailers on-site as a temporary storage area.
• All vehicle maintenance is either performed inside the plant or off site,
• Spills and leaks are cleaned up immediately.
• Loading and unloading of all materials that have the potential to cause stormwater contamination
will be at designated loading docks or other designated areas only. These designated docks and
areas have adequate spill kits nearby. Storm drains in the vicinity of these designated docks have
storm drain cover mats provided which will be put in place for the duration of each loading or
unloading event according to established procedures.
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Storm water Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
• Spill kits have been installed near all indoor chemical storage areas for use in preventing the
release of any indoor spill to the outside through nearby loading docks and doorway openings.
• Re-grading of gravel driveways or application of additional gravel will be accompanied by the use
of silt fences and/or hay bales, or other measures to ensure fines in the crusher run gravel settle
into the road surface and are not allowed to flush into stormwater conveyances during rain
events.
• All plant stormwater controls and conveyances will be inspected semi-annually. A record of these
inspections, along with and any problems identified, and corrective actions taken, will be filed
with this SPPP for a minimum of five years.
9. SECONDARY CONTAINMENT PLAN
Spill prevention and response procedures, including secondary containment plan, for the facility are
further described below. In addition to the SWPPP, Guilford Performance Textiles by Lear created a Spill
Prevention, Control, and Countermeasures (SPCC) that is implemented at the facility.
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Storm water Pollution Prevention Plan December 16, 2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
9.1 Table of Tanks and Stored Materials Equipped with Secondary Containment Systems
SOURCE LOCATION MAJOR TOTAL ' DIRECTION CONTROL BY
TYPE OF QUANTITY OF FLOW SECONDARY
FAILURE (gallons) CONTAINMENT
Out-of-Service Outdoors, Structural 500,000 1 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 Secondary concrete containment
WWTP Failure*/ southeast berm.
Lea ks**/
Spills
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 plant building Leaks**/ drums and materials near the drums/totes.
(Lurol)and Spills totes Drums in use are typically stored
lubricating oil on secondary containment pallets.
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Storm water Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
SOURCE LOCATION MAJOR TOTAL DIRECTION CONTROL BY
TYPE OF QUANTITY OF FLOW SECONDARY
FAILURE (gallons) CONTAINMENT
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
1 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
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.
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
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
northeast of the Failure*/ southeast
building Leaks**/ towards outfall
Spills OF-003
275-gal totes of Inside,WWfP 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
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
building Spills
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Storm water Pollution Prevention Plan December 16,2022
Lear Guilford East Plant-Kenansville, North Carolina
WSP Project 6480-22-0019
SOURCE LOCATION MAJOR TOTAL DIRECTION CONTROL BY
TYPE OF QUANTITY OF FLOW SECONDARY
FAILURE (gallons) CONTAINMENT
Aluminum Outdoor,east of Structural 10,000 gallons Lateral/to south Secondary concrete containment
Chlorohydrate the building Failure*/ x 2=20,000 towards outfall berm with manual drain valve.
and Caustic ASTs 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.
*However,potential for structural failure is considered remote.
**Estimated volume of release dependent on size, duration, and location of leak.
9.2 Manually Activated Valves Connected to a Stormwater Conveyance System
Guilford Performance Textiles by Lear maintains valves which discharge to a stormwater conveyance
system in select secondary containment structures. The valve is too remained closed while not in use.The
valve maybe opened to release stormwater following an inspection h fl idischarged. Th o ofthe fluid to be e
P 9
inspection shall be documented and recorded.
9.3 Accumulated Stormwater Visual Observation Commitment
The Guilford Performance Textiles by Lear currently utilizes several secondary containment structures
which result in the accumulation of stormwater. If accumulated stormwater is encountered at the facility, a
visual assessment of accumulated stormwater will be completed prior to discharge. The visual
examinations will be of samples collected in a clean, clear glass or plastic container and must be made
during daylight hours within 30 minutes after stormwater begins to runoff. Observed problems and
comments will be recorded with date and time.The source of contamination and corrective action taken
to eliminate the source would also be recorded.The accumulated stormwater will be observed for the
following water quality characteristics:
• Color
• Foam
• Outfall staining
• Visible sheens
• Dry weather flow
If accumulated stormwater is proposed to be released, the results of the visual assessments prior to
release will be documented.
9.4 Uncontaminated Stormwater Release Commitment
Guilford Performance Textiles by Lear personnel commit to prevent the release of accumulated
contaminated stormwater.
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Stormwater Pollution Prevention Plan December 16,2022
Lear Guilford East Plant—Kenansville, North Carolina
WSP Project 6480-22-0019
9.5 Records of Accumulated Stormwater Release
If accumulated stormwater is released, the information related to the release (individual making the
observation, a description of the accumulated stormwater being released, and the date and time of the
release) will be documented by Guilford Performance Textiles by Lear personnel and records of such will
be maintained for five years.
10. SPILL PREVENTION AND RESPONSE PROCEDURES (SPR)
Spill prevention and response procedures describe steps that will be taken to eliminate or reduce spill
potential and to respond to spills when they occur.
10.1 Risk Areas for Potential Spills
Stormwater pollutant discharges could potentially occur if a spill of hazardous materials occurred at this
facility. Potential pollutant sources include:
10.1.1 Loading and Unloading Operations-
The loading and unloading of materials could result in a spill due to operator error.
During loading and unloading operations, the most likely scenario for a potential spill is
related to damaged drums or material.
10.1.2 Indoor Storage of Oil and Dye Products-
Chemicals/oils/dye products kept indoors still have the potential of entering stormwater if
not stored and handled properly.
10.1.3 Outdoor Storage-
Waste materials and product-containing tanks are stored on gravel and grassed areas
outside of the building. Dust, particulates, and releases associated with stored materials
have the potential to contribute to stormwater pollution.
10.1.4 Solid Waste Disposal-
Waste if not stored properly has the potential to come in direct contact with stormwater
during a rain event.
10.2 Personnel Responsible for Implementing Spill Prevention and Response Procedures
The spill prevention and response procedures include identifying individuals within the facility
organization responsible for implementing the SWPPP and ensuring that BMPs are being followed.At
Guilford Performance Textiles byLear, this includes members of management and the employees who are
9
familiar with the site and its operations. Specific tasks of the spill prevention and response procedures
include the following:
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