NCS000370_APPLICATION_20091230

STORMWATER DIVISION CODING SHEET
NCS PERMITS
PERMIT NO.
N CS 0003-7 C)
DOC TYPE
❑ FINAL PERMIT
❑ MONITORING REPORTS
K APPLICATION
❑ COMPLIANCE
❑ OTHER
DOC DATE
❑ 2 nn�l I �?,0
YYYYMMDD

Bridgestone Americas Tire Operations, LLC - Wilson, NC
Renewal Application
IPermit Number NCS000370
1 12/30/2009

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Table of Contents
SITEDESCRIPTION AND MAP........................................................................................................................3
SUMMARY OF ANALYTICAL MONITORING RESULTS.....................................................................................3
SUMMARY OF VISUAL MONITORING RESULTS.............................................................................................7
SUMMARY OF BEST MANAGEMENT PRACTICES.........................................................................................10
®
SIGNIFICANT FACILITY CHANGES................................................................................................................13
CERTIFICATION OF DEVELOPMENT AND IMPLEMENTATION OF STORMWATER
POLLUTION PREVENTION
PLAN............................................................................................................................................................13
AppendixA..................................................................................................................................................14
AppendixB..................................................................................................................................................15
AppendixC..................................................................................................................................................16
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RENEWAL APPLICATION
NPDES STORMWATER PERMIT No. NCS000370
The Bridgestone Americas Tire Operations, LLC Wilson North Carolina facility operates under an
individual stormwater discharge permit, number NCS000370 which was issued in June 2005 and went
into effect on July 1, 2005 with the renewal expiring June 30, 2010.
This package is being submitted to fulfill the renewal requirements as stated in the NPDES Stormwater
Permit Coverage Renewal Package sent by the North Carolina Department of Environment and Natural
Resources (NCDENR), Division of Water Quality (DWQ) on December 7, 2009.
This application package is intended to constitute a complete application for renewal and is being
submitted 180 days prior to expiration, as required by the current permit, Part III Section B Condition 1.
Each section of this document represents each of the six items listed as required information on the
supplemental information section of DWQ's renewal package. These six items are: site map, summary of
analytical monitoring results, summary of visual monitoring results, summary of best management
practices, short narrative of significant changes, and certification of the development of a SWPPP. In
addition to the required supplemental information, the renewal application form and the initialed
supplemental information for are included in Appendix A of this renewal package.
A SITE DESCRIPTION AND MAP
The surface runoff at the facility is collected on -site and discharged to two surface water bodies. One of
the two surface runoff streams is collected in the drainage ditch located near the southwest property
corner and is discharged to a tributary creek of Toisnot Swamp Creek. This outfall is referred to as the
South outfall. Surface runoff is also collected in the two stormwater retention ponds located near the
northeast property corner and discharged to White Swamp Creek. This outfall is referred to as the East
outfall. This permit application contains 2 copies of a current site map in Appendix B, from the BATO
Wilson's Stormwater Pollution Prevention Plan (SWPPP). The map displays the locations of industrial
activities, including: storage of materials, disposal areas, process areas and loading/unloading areas;
drainage areas for each of the two outfalls (South and East), building locations, and impervious surfaces.
SUMMARY OF ANALYTICAL MONITORING RESULTS
This section documents a summary of the analytical monitoring required by Part II Section B of the
current NPDES permit. The analytical monitoring requires that 9 samples be taken over the term of the
existing permit at each of the stormwater discharge outfalls (South and East). The analytical samples
taken during the term of this permit were performed during a representative storm event and analyzed
for Zinc, Total Suspended Solids, Oil and Grease, and pH. Total rainfall and rainfall event duration was
also monitored during each sampling event. The table below summarizes the results of all required
monitoring.

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Year 1, Fall Sampling Event #1
Date: 11/15/2005
Analytical Monitoring
Data
Units
Rainfall Event
Results
East Outfall
Results
South Outfall
Results
Zinc, Total
Mg/L
N/A
0.103
0.126
Total Suspended Solids
Mg/L
N/A
14
15
Oil and Grease
Mg/L
N/A
6.5
<5.6
pH
Standard
N/A
Total Rainfall
Inches
0.1
N/A
N/A
Rainfall Event Duration
minutes
120
N/A
I N/A
Year 2, Spring Sampling Event #2
Date: 6/21/2006
Analytical Monitoring
Data
Units
Rainfall Event
Results
East Outfall
Results
South Outfall
Results
Zinc, Total
Mg/L
N/A
0.239
0.080
Total Suspended Solids
Mg/L
N/A
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Oil and Grease
Mg/L
N/A
56.8
<5.3
pH
Standard
N/A
Total Rainfall
Inches
1.0
N/A
N/A
Rainfall Event Duration
minutes
120
N/A
N/A
1) As documented in the report submittal to NCDWO, TSS was inadvertently omitted from
sampling during this event, and therefore 2 TSS samples were taken during the second half of
this year.
Year 2, Fall Sampling Event #3
There are two sampling events during this period. One event samples TSS only to make up for the
missed TSS sample in the first half, and the second sampling event completes the requirements for the
semi-annual period.
Date: 8/16/2006
Analytical Monitoring
Data
Units
Rainfall Event
Results
East Outfall
Results
South Outfall
Results
Total Suspended Solids
Mg/L
N/A
7
30
Total Rainfall
Inches
0.1
N/A
N/A
Rainfall Event Duration
minutes
30
N/A
N/A

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Date: 11/7/2006
Analytical Monitoring
Data
Units
Rainfall Event
Results
East Outfall
Results
South Outfall
Results
Zinc, Total
Mg/L
N/A
0.075
0.169
Total Suspended Solids
Mg/L
N/A
7
13
Oil and Grease
Mg/L
N/A
58.4
19.1
pH
Standard
N/A
4
5
Total Rainfall
Inches
1.5
N/A
N/A
Rainfall Event Duration
minutes
1470
N/A
N/A
Year 3, Spring Sampling Event #4
Date: 6/20/2007
Analytical Monitoring
Data
Units
Rainfall Event
Results
East Outfall
Results
South Outfall
Results
Zinc, Total
Mg/L
N/A
0.078
0.235
Total Suspended Solids
Mg/L
N/A
44
28
Oil and Grease
Mg/L
N/A
<5
<5
pH
Standard
N/A
6
6
Total Rainfall
Inches
0.1
N/A
N/A
Rainfall Event Duration
minutes
150
N/A
N/A
Year 3. Fall Sampling Event #5
Date: 11/15/2007
Analytical Monitoring
Data
Units
Rainfall Event
Results
East Outfall
Results
South Outfall
Results
Zinc, Total
Mg/L
N/A
0.192
0.221
Total Suspended Solids
Mg/L
N/A
13
154
Oil and Grease
Mg/L
N/A
<7
<5
pH
Standard
N/A
6
6
Total Rainfall
Inches
0.3
N/A
N/A
Rainfall Event Duration
minutes
345
N/A
N/A
Year 4, Spring Sampling Event #6
Date: 7/15/2008
Analytical Monitoring
Data
Units
Rainfall Event
Results
East Outfall
Results
South Outfall
Results
Zinc, Total
Mg/L
N/A
0.054
5.77
Total Suspended Solids
Mg/L
N/A
9
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Oil and Grease
Mg/L
N/A
<5
<5
pH
Standard
N/A
6
6
Total Rainfall
Inches
0.3
N/A
N/A
Rainfall Event Duration
minutes
190
N/A
N/A
Year 4, Fall Sampling Event #7
Date: 11/13/2008
Analytical Monitoring
Data
Units
Rainfall Event
Results
East Outfall
Results
South Outfall
Results
Zinc, Total
Mg/L
N/A
0.155
0.188
Total Suspended Solids
Mg/L
N/A
5
32
Oil and Grease
Mg/L
N/A
<5
<5
pH
Standard
N/A
6
6
Total Rainfall
Inches
0.3
N/A
N/A
Rainfall Event Duration
minutes
300
N/A
N/A
Year 5, Spring Sampling Event #8
Date: 7/31/2009
Analytical Monitoring
Data
Units
Rainfall Event
Results
East Outfall
Results
South Outfall
Results
Zinc, Total
Mg/L
N/A
0.041
0.404
Total Suspended Solids
Mg/L
N/A
13
344
Oil and Grease
Mg/L
N/A
<5
<5
pH
Standard
N/A
6
6
Total Rainfall
Inches
0.55
N/A
N/A
Rainfall Event Duration
minutes
390
N/A
N/A
Year 5, Fall Sampling Event N9
Date: 11/18/2009
Analytical Monitoring
Data
Units
Rainfall Event
Results
East Outfall
Results
South Outfall
Results
Zinc, Total
Mg/L
N/A
0.280
0.220
Total Suspended Solids
Mg/L
N/A
32
--1
Oil and Grease
Mg/L
N/A
<5
<5
pH
Standard
N/A
6.82
6.90
Total Rainfall
Inches
0.7
N/A
N/A
Rainfall Event Duration
minutes
1029
N/A
N/A
1) Lab had an accident and TSS sample was not completed for the south outfall.

SUMMARY OF VISUAL MONITORING RESULTS
This section documents a summary of the qualitative monitoring required by Part II Section C of the
current NPDES permit. The qualitative monitoring requires that 2 observations each year (one in the
spring, one in the fall) be performed at each of the stormwater discharge outfalls (South and East). The
qualitative monitoring performed during the term of this permit was performed twice each year and
included monitoring for color, odor, clarity, floating solids, suspended solids, foam, oil sheen, and other
obvious indicators of stormwater pollution. The table below summarizes the results of all required
monitoring.
Note: For monitoring of clarity, floating solids, and suspended solids, a numerical scaled rating is applied.
The following documents the scale used for each parameter:
Clarity: 1 is clear and 10 is very cloudy
Floating solids: 1 is no solids and 10 is the surface is covered in floating solids
Suspended solids: 1 is no solids and 10 is extremely muddy
Year 1, Fall Monitoring Event #1
Date: 11/10/2005
Qualitative Monitoring Data Parameter
East Outfall Results
South Outfall Results
Color
Very light brown
Very light brown
Odor
None
None
Clarity
1
2
Floating Solids
3
2
Suspended Solids
1
1
Foam
None
None
Oil Sheen
None
None
Other Obvious Indicators of Stormwater
Pollution/Notes
Floating solids were
algae or some surface
plant growth
None
Year 2, Spring Monitoring Event #2
Date: 6/21/2006
Qualitative Monitoring Data Parameter
East Outfall Results
South Outfall Results
Color
Light Brown
Light Brown
Odor
None
None
Clarity
1
2
Floating Solids
2
1
Suspended Solids
1
2
Foam
None
None
Oil Sheen
None
None

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Other Obvious Indicators of Stormwater None None
Pollution/Notes
Year 2, Fall Monitoring Event #3
Date: 11/7/2006
Qualitative Monitoring Data Parameter
East Outfall Results
South Outfall Results
Color
Light Brown
Light Brown
Odor
None
None
Clarity
1
2
Floating Solids
1
2
Suspended Solids
2
3
Foam
None
None
Oil Sheen
None
None
Other Obvious Indicators of Stormwater
Pollution/Notes
None
None
Year 3, Spring Monitoring Event #4
Date: 6/20/2007
Qualitative Monitoring Data Parameter
East Outfall Results
South Outfall Results
Color
Light Tan
Light Tan
Odor
None
None
Clarity
2
3
Floating Solids
4
2
Suspended Solids
2
3
Foam
None
None
Oil Sheen
None
None
Other Obvious Indicators of Stormwater
Pollution/Notes
Floating solids looked
like natural organics
rather than stormwater
pollution
None
Year 3, Fall Monitoring Event #5
Date: 11/15/2007
Qualitative Monitoring Data Parameter
East Outfall Results
South Outfall Results
Color
No color, no tint
Gray color, medium tint
Odor
None
None
Clarity
1
7
Floating Solids
2
1
Suspended Solids
1
1

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Foam
None
None
Oil Sheen
None
None
Other Obvious Indicators of Stormwater
Pollution/Notes
None
None
Year 4, Spring Monitoring Event #6
Date: 7/14/2008
Qualitative Monitoring Data Parameter
East Outfall Results
South Outfall Results
Color
Light Tan
Light Tan
Odor
None
None
Clarity
1
2
Floating Solids
2
1
Suspended Solids
1
1
Foam
None
None
Oil Sheen
None
None
Other Obvious Indicators of Stormwater
Pollution/Notes
None
None
Year 4, Fall Monitoring Event #7
11 Date: 11/13/2008
Qualitative Monitoring Data Parameter
East Outfall Results
South Outfall Results
Color
Light tan to clear
Light Brown
Odor
None
None
Clarity
1
2
Floating Solids
3
2
Suspended Solids
1
1
Foam
None
None
Oil Sheen
None
None
Other Obvious Indicators of Stormwater
Pollution/Notes
None
None
Year 5, Spring Monitoring Event #8
Date: 7/31/2009
Qualitative Monitoring Data Parameter
East Outfall Results
South Outfall Results
Color
Light brown
Light brown
Odor
None
None
Clarity
1
7
Floating Solids
1
1
Suspended Solids
2
1

Foam
None
None
Oil Sheen
None
None
Other Obvious Indicators of Stormwater
Pollution/Notes
None
None
Year 5, Spring Monitoring Event #9
Date: 11/18/2009
Qualitative Monitoring Data Parameter
East Outfall Results
South Outfall Results
Color
Light Brown
Clear no tint
Odor
None
None
Clarity
1
1
Floating Solids
2
1
Suspended Solids
1
1
Foam
None
None
Oil Sheen
None
None
Other Obvious Indicators of Stormwater
Pollution/Notes
None
None
SUMMARY OF BEST MANAGEMENT PRACTICES
BATO-Wilson implements stormwater management practices to reduce the source of potential
stormwater pollutants whenever practicable. The specific stormwater management practices for the
industrial activities in the South Drainage Areas and East Drainage Areas are summarized in the
following text.
East Outfall BMPs
All stormwater from Drainage Area East discharges to a stormwater-settling pond. This pond has two
containment booms in series to contain and collect any floating pollutants. An absorbent boom
precedes the containment booms.
Zinc oxide and other zinc compounds are managed in the East Drainage Area. All handling including
unloading of zinc oxide and other zinc compounds are done inside the mixing building. Whenever
possible, the Facility utilizes zinc oxide in 2,500-pound sacks rather than smaller size sacks. All baghouse
equipment that collects zinc compound dust is regularly inspected for proper operation and promptly
repaired as needed. All empty waste zinc oxide and other zinc compound bags are disposed of in an
enclosed compactor container. In 2009, BATO decided to install a dust collection control of the
previously uncontrolled discharge of a large final mix rubber mixer. This action required the facility to
submit air permit modification, and they are currently waiting for that modification to be issued before
the dust collector can be operated. BATO expects the system to be operational in early 2010.

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V The wax/tube oil unloading areas are curbed areas designed for unloading tanker trucks or rail car
tankers. The curbed areas are sized to contain the contents of a tanker truck or rail car tanker plus
precipitation. This area drains to the stormwater settling ponds. The wax/lube oil storage tanks are
located inside covered secondary containment areas. The containment areas are sized to contain the
O contents of the largest tank plus precipitation. Any stormwater collected within these containment
areas is pumped out to the oil/water separator (0/WS) for treatment.
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The process solvent unloading area and tank farm are roofed and are surrounded by concrete dikes
sized to contain the contents of a tanker truck and the largest tank, respectively. Because this area is
roofed, very little stormwater comes into contact with the unloading or storage facilities. The secondary
containment for each solvent tank is equipped with a sump and pump to collect overspill and rainwater.
Fluids ponding in the containment structures are collected in sumps. The secondary solvent
containment areas and sumps are checked weekly. Any collected rainwater is either allowed to dry or
checked for the presence of solvents and then, if found to be solvent free, pumped out.
Drummed hazardous waste at the drummed hazardous waste storage area is stored in a roofed area so
as not to be exposed to stormwater. What stormwater does come into contact with the hazardous
waste storage area is generally allowed to dry unless hazardous waste were to be spilled into the
stormwater. In this event, the contaminated stormwater would be collected and disposed as hazardous
waste. The drain from this area is permanently plugged.
The storage area for totes of organic liquid is located beside the hazardous waste 90-day storage area.
This area has a dike around it except for the entrance. Flow to a storm drain would be north, then east
and then south. A spill in this area can be isolated by berming the entrance to the area. This area is also
under roof.
Most of the water treatment chemical storage tanks at the process water pumphouse are located within
the process water pumphouse and are not exposed to stormwater. A tote of bleach is located outside
within a containment dike. Stormwater collected is pumped to the process water sump for use as
process water.
The railroad unloading area is inside a portion of the factory designed to contain several rail cars. All
unloading activities are indoors and protected from stormwater. Therefore, no stormwater contact
occurs during the unloading operation.
The truck unloading docks are equipped with side baffles. Trucks unloading bags and totes at the docks
back up to the docks such that materials are unloaded are not exposed to stormwater.
The containment structures of the process oil tanks are equipped with sumps for collection of overspill,
dumped condensate, and rainwater. Water and product accumulations collected in the sumps are
pumped to the plant's O/WS for treatment.
The scrap manufacturing equipment stored in the East Drainage Area has the potential for contributing
pollutants to stormwater if the scrap equipment is greasy, leaking oil, or rusting. To mitigate this, an
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equipment removal procedure is in place that requires equipment to be completely drained and free
from leaks prior to being released for storage and scrapping. For additional assurance, during the
periodic housekeeping inspections, the storage area and equipment capable of contributing pollutants
to stormwater are visually inspected to verify there are no leaks.
The oil demister area near mixing is inspected weekly as part of the SPCC inspection. The area is cleaned
periodically to minimize oil exposure to stormwater. Containment has been installed with oil/water
separation for stormwater.
The #f6 fuel oil unloading station is roofed. The fill connections of the unloading tanker truck are
contained within a concrete curbed area. The curbed area is sized to contain the contents of a tanker
truck plus precipitation. The fuel oil storage tank farm is roofed and enclosed within a containment dike
sized to contain the contents of the largest tank plus precipitation. In the event of heavy rainfall, if
stormwater collects in the containment, the oily water is pumped out and taken away by a qualified
contractor.
South Outfall BMPs
The south outfall consists of the following potential sources for stormwater contamination: drum and
used oil storage, air compressor condensate, lube oil storage area, gasoline storage tank, and truck
loading/unloading areas.
Any stormwater that gets into the drum storage area or the used oil storage area of the used oil/sludge
storage building is pumped to a tank or tote and taken to the oil/water separator or pumped out by a
contractor. This area is inspected weekly.
Condensate and/or stormwater that get in the air compressor containment are pumped by a contractor.
This area is inspected weekly.
Stormwater that gets into the Lube Oil Storage Building is pumped to the curbed oil/water separation
pit. This area is inspected weekly.
The containment and oil/water separation pit at the gasoline storage tank are inspected weekly. The oil
trap at the gasoline tank is cleaned as needed as determined by the weekly inspection.
Trucks loading tires at the warehouse loading docks back up to the docks such that the tires are not
exposed to stormwater. There is also a large gravel truck parking lot located on the south side of the
warehouse. The facility has decided to put in a silt fence along the south drainage area along the border
of this gravel parking lot. The facility current has a request for proposal out to several contractors and
are awaiting formal proposals. The facility plans to have the silt fence in place in early 2010.
For those materials that must be stored outside, not under cover and not within a bermed area, spill kits
are readily available and employees who handle materials are trained in procedures to minimize the risk
of spills as well as in proper spill response actions.

SIGNIFICANT FACILITY CHANGES
The facility has undergone some changes during the last 5 years which have potential impacts on
stormwater runoff. These changes have been documented in the facility's SWPPP and are summarized
in this section.
• Three new 2-megawatt generators and associated integral storage tanks were installed
at the facility.
• A 500 gallon diesel fuel AST was added and is located in a process oil containment area.
This tank provides fuel for the rail car switch engines which are in the process oil tank
truck unloading area when they are being refueled.
• Reclaimed water use was added as one of the water services provided by the City of
Wilson.
• Bagged carbon black storage in East Drainage Area was removed.
• Storage of organic liquid in the East Drainage Area was added at the facility. This organic
liquid is stored in totes located beside the hazardous waste 90-day storage area. This
area has a dike around it except for the entrance. Flow to a storm drain would be north,
then east and then south. A spill in this area can be isolated by berming the entrance to
the area. This area is also under roof.
• A used oil tote storage area was added for used oil generated in the maintenance shop
' which is stored for recycling in the Lube Oil Storage Building. It is inside the containment
of this area and any spill or overflows would be contained by the containment for this
area. The tote is located in the South Drainage Area.
CERTIFICATION OF DEVELOPMENT AND IMPLEMENTATION OF STORMWATER
POLLUTION PREVENTION PLAN
See Appendix C for the signed certification regarding the development and implementation of the
Stormwater Pollution Prevention Plan for BATO Wilson.

Appendix A
Renewal Application Form and Supplemental Information Form

°f wa:pq Permit Coverage
UGO°Renewal Application Form
5iR5�- National Pollutant Discharge Elimination System Permit Number
Stormwater Discharge Permit NCS000370
The following is the information currently in our database for your facility. Please review this information carefully and
make all corrections/additions as necessary in the space provided to the right of the current information.
Owner Affiliation Information * Reissued Permit will be mailed to the owner address
Owner/ Organization Name:
Owner Contact:
Mailing Address:
Phone Number:
Fax Number:
E-mail address:
Bridgestone Americas Tire Operations LLC.
John McQuade
PO Box 1139
Wilson, NC 27894-1139
[phone]
Facility/Permit Contact In`or -nation
Facility Name: Bridgestone Americas Tire Operations, LLC
Facility Physical Address: 3001 Firestone Pkwy
Wilson, NC 27893
.Facility Contact: John McQuade
Mailing Address: PO Box 1139
Phone Number:
Fax Number:
E-mail address:
Discharge Information
Receiving Stream
1 Stream Class:
Basin:
Sub -Basin:
Number of Outfalls:
Wilson, NC 27894-1139
[phone]
Toisnot Swamp and White Swamp
C;Sw,NSW and C;NSW
Neuse and Tar -Pamlico River Basins
03-04-07 and 03-03-03
(252)
SoGI Lee
(zs2)246 - �400
Impaired Waters/TMDL `'
Does this facility discharge to waters listed as impaired or waters with a finalized TMDL? O Yes ¢9 No ❑ Don't Know
( for information on -these waters refer to http.yjh2o.efirstaie.nc.us/suiirnpaired 0VFter=T,1,D[/')
CERTIFICATION
I certify that I am familiar with the information contained in the application and that to the best of my knowledge and
belief such information is true, complete and accurate. r
ISignature
Print or type name of person signing above
Date /✓ /
ys2a�agz�-
Title
Please return this completed renewal application form to: Stormwater Permitting Unit
Attn: Brian Lowther
1617 Mail Service Center
Raleigh, North Carolina 27699-1617

SUPPLEMENTAL INFORMATION REQUIRED FOR RENEWAL OF INDIVIDUAL
NPDES STORMWATER PERMIT
Two copies of each of the following shall accompany this submittal in order for the application
to. be considered complete:
7',
(Do not submit the site Stormwater Pollution Prevention Plan)
A current Site Map from the Stormwater.Pollution Prevention Plan. The location of
industrial activities (including storage of materials, disposal areas, process areas and
loading and unloading areas), drainage structures, drainage areas for each outfall,
building locations and impervious surfaces should be clearlynoted.
2. A summary of Analytical Monitoring results during the term of the existing permit
(if your permit required analytical sampling). Do not submit individual lab reports.
The summary can consist of a table including such items as outfall number,
parameters sampled, lab results, date sampled, and storm event data. H
A summary of the Visual Monitoring results. Do not submit individual monitoring
reports. The summary can consist of a table including such items as outfall number,
parameters surveyed, observations, and date monitoring conducted.
4. A summary of the Best Management Practices utilized at the permitted facility.
Summary should consist of a short narrative description of each.BMP's in place at
the facility. If the implementation of any BMP's is planned, please include
information on these BMP's.
5.
2
A short narrative describing any significant changes in industrial activities at the
permitted facility. Significant changes could include the addition or deletion of
work processes, changes in material handling practices, changes, in material storage
practices, and/or changes in the raw materials used by the facility.
Certification of the development and implementation of a Stormwater Pollution
Prevention Plan for the permitted facility (Sign and return attached form).
If the final year analytical monitoring of the existing permit term has not been completed
prior to filing the renewal submittal, then the last years monitoring results should be submitted
within 30 days of receipt of the laboratory reports. (i.e. do not withhold renewal submittal
waiting on lab results)
Representative storm sampling may now be conducted anytime during the year (the April
to November window has been eliminated) and the representative rainfall event is now defined
as a storm event that measures greater than 0.1 inches and is preceded by at least 72 hours in
which no storm event measuring greater than 0.1 inches has occurred.

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Appendix B
Site Map

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REFERENCE DRAWINGS:
303A-000-105
303A-740-21031
303A-740-21034
303A-741-20273
303C-740-1745
TI
I T
EAST OUTFALL 140.5 ACRES 42% PAVED
SoutnOutiall - Expected pollutants are suspended SOUTH OUTFALL 67.7 ACRES 13% PAVED
solids zriccom compounds and I &grease.
To Toisrict �� p or
Swamp Arco
OVERALL SITE PLAN
C%Du-
)N"O VANUAL
"AN'SE L2
S A
XXAD OUTFett su Ksps
Qt(D OUT Fiat Cil pajuruhr[S ME
xJtEll SXFTTD� Aw 11
JPDAF MDUI R31 PS Ai
A 4IFF `cR-cA-nQ �
PONDS
OIL BOOMS
East Outfall - Expected pollutants are suspended
solids, zinc compounds and oil & grease.
To fit,
Swamp Creek
-o-
iP'ROX SC -LE ONLY
DO NOT SCALE THIS DRAWING
LEGEND
Indicates Storm Sewer System
---- Indicates Culvert
Indicates General Direction of
Storm Water Runoff
Indicates East Outfoll Boundary
Indicates South Outfall Boundary
T`PEST DE 740 S-')LK 0,NCNE
L)
"R EE N E7F R E S T ' N E,ur
NORTH CAROL"
:S-0
NR
FBI
Or
Or
lrce� I "R u
BY
IATT
WILSON S—E
3,JLK STO-',;GLOCA7,N
C-RALL 57E "LAI,'
30K—W743-1 A 7 T — �
I I A

Appendix C
Certification of Development and Implementation of SWPPP

STORMWATER POLLUTION PREVENTION PLAN
DEVELOPMENT< AND IlVIPLEMENTATION rt A
> fi �� °� F' = `CERTIFICATION x f
•
North Carolina Division of Water Quality- 5tormwater Permitting Unit
Facility Name: Bridgestone Americas Tire Operations, LLC
Permit Number: NCS000370
Location Address: 3001 Firestone Pkwy
Wilson, NC 27893
County: Wilson
" I certify, under penalty of law, that the Stormwater Pollution Prevention Plan (SPPP) -document and all
attachments were developed and implemented under my direction or supervision in accordance with a system —
designed to assure that qualified personnel properly gather and evaluate the information required by the SPPP.
Based on my inquiry of the person or persons who manage the system, or those persons directly responsible
for gathering the information, the information gathered is, to the best of my knowledge and belief, true,
accurate and complete."
And
"I certify that the SPPP has been developed, signed and retained at the named facility location, and the SPPP
-
has been fully implemented at this facility location in accordance with the terms and conditions of the
stormwater discharge permit."'
And
"I am aware that there are }significant penalties for falsifying information, including the possibility of fies and
imprisonment for knowing violations."p-
Sign (according to permit signatory requirements) and return this Certification. DO NOT
SEND STORMWATER POLLUTION PREVENTION PLAN WITH THIS CERTIFICATION.
1 Signature
J\e • /
if J � W1, �a f %1 i'f� 01 U'
Print or type name of person signing above
Date a_ 31` b - -
� C�•� n'L�a y�
Title
SPPP Certification 5/09

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