NCS000591_Permit Application_20160223

Performance F.I it
September 26, 2013
Mr. Charles Weaver
NC DENR / DWQ / Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
RECEIVEDINCDEWWR
Subject: Performance Fibers Operations, Inc. FEB 2 3 2016
Salisbury Permit Renewal
NPDES Permit # NC0004944 Water Quality
Rowan County Permitting Section
Performance Fibers Operations, Inc. owns and operates a polyester manufacturing facility
in Salisbury, North Carolina. Process wastewater and stormwater is discharged to North
Second Creek in accordance with National Pollutant Discharge Elimination System
(NPDES) Permit Number NC0004944, which expires March 31, 2014. Three copies of
this letter and the attached permit application are being submitted for renewal of the
NPDES Permit. This letter provides an overview of the Performance Fibers Operations,
Inc. Salisbury facility, and Attachment A includes the permit renewal application.
I. Facility Location
The Performance Fibers Operations, Inc. facility is located on the south side of U.S.
Highway 70 approximately 4 miles west of Salisbury, North Carolina, near the
intersection of Highway 70 and State Highway 801. The facility's location is presented
on Figure 1 in Attachment A, which also shows nearby transportation routes and surface
waters.
II. Plant Overview
Performance Fibers Operations, Inc. manufactures polyester in the form of chip and fiber
at its Salisbury, North Carolina, facility. Primary raw materials in these manufacturing
processes include terephthalic acid, ethylene glycol, and fiber finish lubricants (see
Figure 2 in Attachment A). Process wastewater, groundwater, sanitary wastewater,
cooling tower blowdown, and water treatment plant blowdown are treated onsite before
being discharged to North Second Creek.
7401 STATESVILLE BLVD I SALISBURY, NC 28147 1 TEL [phone]
www.performancefibers.com

Performance :'-'; � ,
Wastewater treatment consists of coarse solids removal (bar screen), equalization,
biological treatment (activated sludge), and clarification, followed by a series of
polishing ponds, as presented on Figure 3 in Attachment A. Waste biological sludge is
aerobically digested and dewatered. Dewatered solids are disposed of off-site by Waste
Management, Inc, at the local Rowan County Landfill.
The ground water remediation program at the site has been shutdown during a trial period
with EPA approval. Future operation of the pump -and -treat remediation is unlikely but
the final decision as to whether or not to operate the pump -and -treat system has not been
made. When this remediation system is operating the water is treated in the waste
treatment plant. Recovered groundwater from the interior system contains primarily
ethylene glycol and is anaerobically pretreated before being discharged to the
equalization tank for treatment in the W WTP. Recovered groundwater from the
perimeter system contains 1,4 -dioxane as the major pollutant and is discharged through
the polishing ponds to Outfall 001 to North Second Creek.
The plant discharges storm water associated with industrial activity through five
stormwater outfalls (A,B,C,D and 5) as presented on Figure 1 in Attachment A.
Stormwater Outfall #5 collects stormwater from the main manufacturing areas of the site,
where spills are more likely or chemicals are stored. Outfall #5 collects stormwater from
a system of diverter weirs that route dry weather spills and the first flush of storm water
runoff to either the W WTP headworks or Number 2 Polishing Pond. As the storm water
volume increases in the diverter system, flow continues to be discharged to either the
W WTP or Number 2 polishing pond with the excess water that overflows the diverter
weirs being discharged directly to North Second Creek. All five storm water outfalls are
monitored according to the NPDES permit and the Stormwater Pollution Prevention Plan.
Information on the storm water outfalls is provided on the EPA Form 2F.
III. Historical Data Review
Outfall 001
Historical daily data from the Discharge Monitoring Reports (DMRs) were reviewed for
the past four and half years (January 1, 2009 through June 30, 2013). Annual DMR data
for the Organic Chemicals, Plastics, and Synthetic Fibers (OCPSF) priority pollutants for
the past 5 years (2009 through 2013) were reviewed. The review indicated that no
OCPSF chemicals were detected and the daily discharge limits were well within permit
limits.
7401 STATESVILLE BLVD I SALISBURY, NC 28147 1 TEL [phone]
www. p erformancefibers. eom

Performance r*i�;
Storm Water (Outfalls A, B, C, D, and 5)
Over the course of the period of 2009 -2013, Performance Fibers has collected storm
water samples both annually for analysis of conventional parameters and total toxic
organics (TTO) and semi-annually for conventional parameters. For the TTO analysis,
the only test result that was above detection limits was methylene chloride (75-09-2) in
Outfall 5 in 2010. The result was 3.6 ug/1. Every other annual sample analyzed or
Methylene Chloride was under the detection limit. We do not believe this result indicates
the presence of this substance in the outfall 5. For the conventional parameters, a 2009
stormwater sample at outfall C was 576 mg/L, which exceeded our benchmark of 100
mg/L. The next sample in 2010 was back below benchmark at 39 mg/L.
At outfall A, we had two consecutive samples for phosphorus that exceeded the
benchmark of 2.0 mg/L (2.4 (2"d half of 2012) and 3.1 (15t half of 2013)). We instituted
Tier H response for this exceedance and implemented monthly sampling as required by
our permit until we obtained 3 consecutive samples results below benchmarks (0.55, 0.55
and '<0.05 mg/L).
At outfall B, we had one sample for phosphorus that exceeded the benchmark of 2.0
mg/L (2.9 (It half of 2013)).
At outfall C, we had one sample for phosphorus that exceeded the benchmark of 2.0
mg/L (2.5 (1' half of 2013)). We also had three consecutive samples for pH that was out
of benchmark range (6-9 units) (1st and 2"d halves of 2012 and 1st half of 2013). We
instituted Tier II response for this exceedance and implemented monthly sampling as
required by our permit until we obtained 3 consecutive samples results within
benchmarks (6.1, 6.1 & 6.4 units).
At outfall D, we had two consecutive samples for phosphorus that exceeded the
benchmark of 2.0 mg/L (2.6 (2"d half of 2012) and 2.5 (191 half of 2013)). We instituted a
Tier II response for this exceedance and implemented monthly sampling as required by
our permit until we obtained 3 consecutive samples results below benchmarks (0.5775,
0.78 and < 0.05 mg/L).
At outfall 5, we had one sample for phosphorus that exceeded the benchmark of 2.0 mg/L
(2.1 (1 st half of 2013)).
Flow
The average effluent (Outfall 001) flow has decreased from the 2008 permit renewal
period. The decrease has been caused by a reduction in production levels. The average
7401 STATES M LLE BLVD SA LiSBURY, NC 28147 TBL 704-636-6000
www. performancefibers. com

Performance, :e** V' i i1,: ,l
daily effluent flow for the past 4.5 years is 0.392 MGD (million gallons per day)
compared to a permit limit of 2.305 MGD.
Chronic Toxicity
The site is required to test the effluent (Outfall 00 1) for chronic toxicity 4 times per year
using ceriodaphnia dubia as the test organism. The permit requires no observable
inhibition of reproduction or significant mortality at an effluent concentration of 34
percent. There was one failure during the past 5 year cycle, in August 2009, followed by
17 consecutive passing tests.
IV. pH Adjustment
The effluent (Outfall 00 1) pH is adjusted during periods of high algae bloom in the
polishing ponds using sulfuric acid.
V. Copper Sulfate Addition
Copper sulfate is added to polishing ponds # 3 and #4 to control algae growth during the
warm summer months. This is shown on Figure 3.
VI. Yadldn/Pee Dee River Basin Association
The Salisbury site has been a member in good standing of the Yadkin Pee Dee River
Basin Association for the past 15+ years. The Salisbury site has agreed to membership
for the next 5 year NPDES cycle for the river basin. The DWQ memo verifying the site's
membership and waving the in -stream sampling requirements is attached in Attachment
B.
VII. Sludge Management Plan
Performance Fibers does not have a Sludge Management Plan. Waste biological sludge
is aerobically digested and dewatered. Dewatered solids are disposed of off site by
Waste Management in the local Rowan County Landfill.
VIII. Stormwater Outfall Sampling
The state has always allowed the site to collect Stormwater samples using grab sampling
techniques instead of composite samplers. The outfalls are located remote from the
7401 STATESVILLE BLVD I SALISBURY, NC 26147 1 TEL [phone]
www.performancefi'bers.com

Performance Y' i ir,,
manufacturing area where electrical power is not available. The Salisbury plant would
like to continue sampling the stormwater outfalls using grab samples.
IX. Additional Data
The Salisbury site will collect additional wastewater samples for Priority Pollutant
Analysis (PPA), to include with this application. When these additional samples have
been analyzed, we will submit a revision to EPA FORM 2C (Effluent Data) in
Attachment A.
X. Contact
If you have any questions or require additional information or additional analytical data,
Please contact Marty Stewart at [phone] or
marts.stewartClperformancetibers com.
Sincerely,
Richard L. Moore K 6 20 1 O
Plant Manager
Enclosures:
Attachment A — Permit Application
Attachment B — DWQ Memo — Yadkin Pee Dee River Basin Association
Attachment C — Analytical Data
7401 STATESVILLE BLVD I SALISBURY, NC 28147 TEL [phone]
www.performancefi'bers.com

Attachment A
NPDES Permit Renewal Application
EPA FORM 1

n 51
EPA FORM 3510.1 (8.90) 3 (' ✓ L / CONTINUED ON REVERSE

CONTINUED FROM THE FRONT
VII. SIC CODES 4 -di it in order of Dribritt
A. FIRST S. SECOND
2821
(spadrY)
7 2824
(specify)
PG
Polyster Resin
Polyester Fiber
16
18 17
18 16 19
C. THIRD D. FOURTH
-7 (specify) 17 (specify)16
1a 17 15 18 18.
VIII.OPERATOR INFORMATION
A. NAME B. Is the name listed in Item
e Performance Fibers Operations, Inc VIII -A also the owner?
YES [—]NO
is 1e 55
C. STATUS OF OPERATOR Enter the appropriate Ietterinto the answer
box., If "Other"s
D. PHONE. ares code & no.
F = FEDERAL M- PUBLIC (other then federal orstate) P
(specify)
0
704
838
8000
A
5 = STATE O = OTHER (specify)
ie zr
u 26
P= PRIVATE 66
15.
18 ie
E. STREET OR PO BOX
7401 Statesville Blvd
28 55
F. CITY OR TOWN G. STATE H. zip CODE I IX. INDIAN LAND
c Salisbury NC 28147 Is the facility located on Indian lands?
B ❑ YES ® NO
18 1 16 40 42 42 47 51
X. EXISTING ENVIRONMENTAL PERMITS
A. NPDES Dische es to Surface Wated D. PSD Air Emissions from Proposed Sources
1 NC 0004944 9 P °
9 N
15 16 1 17 18 30 15 1 16 17 1 18 30
B. UIC (Underground ftechon of Fluids E. OTHER (specify)
(Specify)
Title V Air Permit
03325-R44
9 u 9
15 16 17 18 30 15 18 17
ie 30
C. RCRA Hazardous Wester E. OTHER s G (Specify)
sR ' NCD 041043811 1°
91
- 17 18 30 16 18.. 17 18 30
j18
. MAP
Attach to this application a topographic map of the area extending to at least one mile beyond property boundaries. The map must
show the outline of the facility, the location of each of its existing and proposed intake and discharge structures, each of its
hazardous waste treatment, storage, or disposal facilities, and each well where it injects fluids underground. Include all springs,
rivers and other surface water bodies in the map area. See instructions for precise requirements.
XII. NATURE OF BUSINESS rovide a brief descri tion
Manufacturer of polyester resin and polyester fiber using polymer produced from terephthalic acid and ethylene
glycol.
XIII. CERTIFICATION see instructions
I certify under penalty of law that I have personally examined and am familiar with the information submitted in this application and
all attachments and that, based on my inquiry of those persons immediately responsible for obtaining the Information contained in
the application, I believe that the information is true, accurate and complete. I am aware that there are significant penalties for
submildrin false information including the ssibilit of fine and imprisonment.
A. NAME & OFFICIAL TITLE (type orprint) B. SIGNATURE /
C. DATE SIGNED
Richard Moore, Plant Manager ry" i%� ,s.•.G —
2� Zo a
COMMENTS FOR OFFICIAL USE ONLY
46
16
16 55
EPA FORM 3510-1(8.90)

EPA ID Number (copy from Item 1 of Form 1)
Please print or type in the unshaded areae only
Form Approved. OMB No. 20460066
Approval expires 531-92
FormUnited
2F
NPoes
tea Ernironmenle Protection Agency
SAM EPA wmit ton, Dc sc
Application for Permit to Discharge Storm Water
Dischar es Associated with Industrial Activity
Paperwork Reduction Act Notice
Public reporting burden for this application is estimated to average 28.6 hours per application, including time for reviewing Instructions,
searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send
comments regarding the burden estimate, any other aspect of this collection of information, or suggestions for improving thisform, including
sugggestions which may increase or reduce this burden to: ChiefInformation Policy BranchPM-223U.S., y , , Environmental ProtectionAQency, 401
M St. SW, Washington, DC 20460, or Director, Office of information and Regulatory Affairs, Office of Management and Budget, Washington, DC
20503.
1. Outfall Location
For each outfall list the latitude and Ion nude of tis location to the nearest 1 seconds and the name of the recelvinn water.
A. Ouffall Number D. Receiving Water
ist B. Latitude C. Lo nude name
3> I i4 vJ,tkrDw
U 3s 34. 1
W.tl-
!7 ?) 36
3)-
yIl.
Il.Improvements
A Are you now required by any Federal State, or local authority to most any implementation schedule for the construction, upgrading or
operation of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges described
In this application? This includes, but is not limited to, permit conditions, administrative or enforcement orders, enforcement compliance
schedule letters, stipulations, court orders, and grant or loan conditions.
4. Find
1. Identification of Conditions, 2 Affected OutfallsCom Ilance Date
Agreements, Etc. number source of discharge 3. Brief Description of Project a. b: ro'.
B. You may attach additional sheets describing any additional water pollution (or other environmental projects which may affect your
discharges) you now have under way or which you plan. Indicate whether each program Is now under way or planned, and indicate your
actual or planned schedules for construction.
IIL Site Dralnal3e Ma
Attach a site map showing topography (or indicating the outline of drainage areas served by the outfall(s) covered in the applicetion if a
topographic map is unavailable) depicting the facility Including: each of its intake and discharge structures; the drainage area of each storm
water outfall; paved areas and buildings within the drainage area of each storm water outfall, each known past or present areas used for outdoor
storage or disposal of significant materials, each existing structural control measure to reduce pollutants in storm water runoff, materials loading
and access areas, areas where pesticides, herbicides, soil conditioners and fertilizers are applied; each of its hazardous waste treatment,
storage or disposal units (including each area not required to have a RCRA permit which is used for accumulating hazardous waste under 40
CFR 252.34); each well where fluids from the facility are injected underground; springs, and other surface water bodies which receive storm
water discharges from the facility.
EPA Form 3510-2F (Rev. 1-92) Page 1 of 3 Continue on Page 2

A For tach outfall, provide an estimate of the area (Include units) of impervious surfaces (Including paved areae and building roots) drained
the outfall, and an estimate of the total surface area drained by the ouffall.
ll
Area of Impervious Surface
famvide
Total Area Drained
[provide
Outfall
Numbe
Area of Impervious Surface
Total Area Drained
units)
units)
iiiMidde units)
[provide unjW)
rB.
Provide a narrative description of significant materials that are currently or In the past three years have been treated, stored or disposed In ■
manner to allow exposure to storm water; method of treatment, storage, or disposal; past and present materials management practices
employed to minim zI a contact by these materials with storm water runoff., materials loading and access areas; and the location, manner,
and frequency In which pesticides, herbicides, soil conditioners, and fertilizers are applied.
C. For each outfall, provide the location and a description of existing structural and nonstructural control measures to reduce
storm water runoff; and a description of the treatment the storm ==Including Including the schedule and type of maintenance
pollutants in
for control
outfall
Numbs Trefament
List Codes from
Table 2FA
V. N)onstormwater Dischar es
A I certify under penalty of law that the outfalls covered by this application have been tested or evaluated for the presence of
discharges, and that all nonstomlwater discharges from these outfall(s) are identified in either an accompanying Form
application for the outfall.
nonstonnwater
2C or Form 2E
Name and official This (type orprind
Signature
Date Signed
/
B. Provide a description of the methal used, the date of any testing, and the oneite drainage points that were directly observed during a test.
VI. Si ri f>cant Leaks or S )IIs
Provide existing Information regarding the history of significant leaks or spills of toxic or hazardous pollutants at the facility in the last three
years, including the approximate date and location of the spill or leak, and the type and amount of material released.
EPA Form 35110-21F (Rev. "2) - Page 2 of 3 Continue on Page 3

EPA ID Number (copy Isom Mm I ofForm 1)
Continued from Page 2 ;; � Y 1" 1 I
EPA Form 3510.2F (Rev. 1-92) Page 3 of 3
A.B.C.VII. Discharge lnfor�matlan
& D: See instructions before proceeding. Complete one set of tables for each outfall. Annotate the outfall number in the space provided.
Tables MIA VII -B, and VII -C are included on separate sheets numbered VII -t and VII -2.
E: Potential discharges not covered by analysis - is any toxic pollutant listed in table 2F-2, 2F-3 or 2F-4, a substance or a component of a substance
which you currently use or manufacture as an intermediate or final product or byproduct?
Yes 01st all such pollutants below > No o to section DQ
Do you have any knowledge or reason to believe that any biological test for acute or chronic toxicity has been made on any of your discharges or
on a receiving water in relation to your discharge within the last 3 years?
Yes Pist all such pollutants below) Y. No o to Section DQ
p
L hfo,LL ivxl �ifq lt-'nflL�'CP Vn WeiCiCweEt<r' dlSl hG.^�C.
IX Contract Analysis Informatic
Were any of the analysis reported in item VII performed by a contract laboratory or consulting firm?
Yea (list the name, .address, and telephone number of, and pollutants ❑ No (go to Section V
anahl2ed by, each offirm
A. Name
B. Address
C. Area Code & Phone No.
D. Pollutants Analyzed
h
SiAicS ditA[, N� LS t-1�
. . l»
ism 1��.�ceY Av:
gOiL
X. Certificat
J 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 qualNied personnel properly gather and evaluate
the Jrfiormation 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 significarn penalties for submitting false information,
includJng the posslbility of fine and imprisonment for knowing violations.
A. Name & Official Thle (type or print)
B. Area Code and Phone No.
bSb t
C. Signature
D. Date Signed
EPA Form 3510.2F (Rev. 1-92) Page 3 of 3

EPA ID Number (Dopy Rom Item 1 of Form 1)
4,r:4,/) us/loci'
Form Approved. OMB No. 2040-0086
Annrnvnl nvni m G14X
VII. Dische s Information om)nued from
e 3 of o=2
Part A- You must provide the results of at least one analysis for every pollutant In this table. Complete one table for each outfall. See
Instructions for additional details.
Pollutant
and
CAS Number
(davailable)
Maximum Values
(nclude units)
Average Values
(include units)
Number
of
Bonn
Events
Sampled
SoutaesofPollutants
Grab Semple
Taken During
First 2D
Minutes
Flow -weighted
Composite
Grab SamWa
Taken During
First 20
Minutes
Flow -weighted
g
Composite
Oil and Grease
r 9 L
N/A
Biological Oxygen
Demand(BODS)*J
/ t✓
I M ' / L
Chemical Oxygen
Demand COD
Total Suspended
Solids SS)
!_
tip i r / l..
,...e 4s w �e
Total
Nitrogen
1° / L
Total
Phosphorus
H
Minimum;.
Maximum
Minlmum
Maximum l
Part 8 - fist each pollutard that Is limited In an effluent guideline w ch the facility te subject to or any pollutant listed in the facility's NPDES
permit for hs process wastewater (rf the facility is operating under an existing NPDF3 permit). Complete one table for each outfall. See
nn for adelitional d
Maximum Values Average Values Number
Pollutant (include units) (Include units) of
and Grab Sample Grab Sam le Storm
CAS Number Taken ring Flow -weighted Ta First 2D Flow -weighted Events
available) Minutes Composite Minutes Composite Sampled Sources of Pollutants
r,
_FA 55 U"2F tnwv..-az/ rage V11-1 Continue on Reverse

,v
Continued from the Front
Part C - Ust each pollutant shown In Tables 2F2, 2F-3, and 2F-4 that you know or have reason to believe is present. See the Instructions for
additional details and requirements. Complete one table for each outfall.
Maximum Values Average Values Number
Pollutant (include unks) (include units) of
Grab Sample Storm
and GrabSample w-we�.
CAS Number Taken Dunng Flow -weighted Taken During v„eighted Events
First 2D First 20
Of available) Minutes Composite Minutes Composite Sampled
Sources of Pollutants
PartD - Provide data for the storm events which resuked in the maximum values for the flow weighted composite sant
le.
1.
Date of
Storm
Event
2.
Duration
of Storm Event
nn minutes
3. A
Total rainfall Number of hours between
during storm event beginning of storm meas-
ured and end of previous
nn inches measurable rain event
5.
McAmum flow rate during
rain event
(ge=1 1Tinute or
units
6.
Total flow from
rain event
allons or ec'units
i lull,
ll
Y 1,3
Il10
.240
L
>
> iz
00 "`)/�,��
J--'02 M,/,,,,.,
I,yYL (VI 6
U )6 1) m�
7. Provide a description of the method of flow measurement or estimate.
Dr,—j�a,ec- Cs•i rums(- L- K,cu.F X t-tw( runF,l(l (,X",.>)
i2 ,n
EPA Form 3510-2F (Rev. 1-02) . Page VIF2

EPA ID Number &WIlrorh awn i of Form 1)
,-.110(11i)N3klI
Form Approved. OMB No. 2040MW
Aeernval avniraa F.A1A9
EPA Form 351u -2F (Rev. i-92) Page VIFt Continue on Reverse
VII- Dische a nforrnatlon ntinued from Dage
3 of Fogn 2
Part A- You must provide the results of at beet one analysis for awry pollutant in this table. Complete one table for each outfall. See
Instructions for additional details.
Pollutant
and
CAS Number
(davailabb)
Maximum Values
(include units)
Average Values
(include units)
Number
of
Storm
Events
Sampled
SoumssofFolluterra
Grab SampleGrab
Taken During
First 2D
Minutes
Flow -weighted
Composite
Sem
Taken During
First 20
Minutes
Flow -weighted
Composite
Oil and Grease
o• �/�
N/A
G- 5.0. 5/�
a w.,Rr ivcwtineJ
Biological Oxygen
Demand BODS
O / L
3 5 r* 41 L
i7
Chemical Oxygen
Demand COD
Total Suspended
Solids SS
;! �-
i' -.^
Sink .� o.
Total
Nitrogen
�' 'tyiL
f
Total
Phosphorus
.n y I �-
' - JL
u
PH
Minimum
Maximum
Minimum I , I IMaximurn
Y
Part B - List each pollutant that Is limitsd In an effluent guideline which the fadlitY is sub to w an po talent listed In the facility's N
per for its process wastewater (d the facility is operating under en exlsbng NPDES pertnitj. Complete one table for each outfall. Seo
Maximum Values Average Values Number
Pollutant (nclude units) (include units) of
and Grab Sample Grub Sam�le Storm
CAS Number Taken During Flow -weighted Taken Dur ng Flow-waigmed Events
First 20 First 2D
(if available) Minutes i Composite Minutes Composite Sampled Sources of Pollutants
I
EPA Form 351u -2F (Rev. i-92) Page VIFt Continue on Reverse

f`.nMle„aei Hees rkeFreM 0 U; (V( 13
Part C - Ust each pollutant shown in Tables 2F2, 2F3, and 217.4 that you know or have reason to believe is present. See the InsbugBons for` '
additional details and requirements. Complete one table for each outfall.
Maximum Values
Pollutant Qncludeunits)
andGrab Sample
CAS Number Taken Dunng Flow -weighted
20
Minutes Composite
Average Values Number
(tnctudeunifs) of
Grab Sample Storm
Taken During Events
First 20
Flowwelghted(Navailaw)
Mtnutee Composite Sampled Sources of Pollutants
PartD - Provide data for the storm avert which resulted in the maximum values for the flow weighted oomposite sample..
1.
Date Of
Storm
Event
2.
Dunadon
of Storm Event
on minutes)
9.
Total rainfall
during storm event
(in inches
4.
Number of hours between
beginning of storm meas-
ured and and of previous
measurable rain event
- &
Maximum flow rate during
rain event
(gallons(minute or
specify units(gallons
S.
Total flowfrom
rain event
arspedly units
4iisl,z
R(tX�IL
`{`IDII
s.y c
I K o
U�V
> f
> 7 Z-
>
p,.>��� I �,r,
p -)O✓ n ytna
Oy/Mi9
1
0,ono2-
v.11 5" +�y
U 11 s-
v.I o• r'1L
J
mt
7. Provide a description of the method of flow measurement or estimate.
Ix y X\
I2
EPAFWM W64F -(Rev. 1-� . Pagavim

Dii7-FAL L t
EPAIDNumber lbopyltonrilsnfol Form l)
4l/)U?Z i;
Form Approved. OMB No. 204DOM
annm�nl ovnmrne tvtm
VU. Discharce Infammition nt)nued from Dam
3 of om12✓
Part A- You must provide the results of at lead one analysis for every polluted in this table. Complete one table for each outfall. See
Instructions for additional detalte.
Pollutant
and
CAS Number
(d available)
(if
Maximum Values
(include units)
Average Values
(include units)
Number
of
storm
Events
Sampled
Sourgsof Pollutants
Grab Sample
Taken During
Minutes
Flow -weighted
Composite
Grab Sample
Taken During
First 20
Minutes
Flow-wei hied
8
Composite
Oil and Grease
N/A
C 5-O !a5 `
� P"k ., •.
Biological Oxygen
Demand BOD5
i -
• 3 MJ/L,
Chemical Oxygen
Demand COD
Total Suspended
Solids SS
5
5_..�
Total
Nitrogen
I I �) -SII i-
Total
Phosphorus
J-)
H IMinimum
5• I1
Maximum IMInimunt
IMaximum
Part B - Ust each pollutant that 181imited in an effluent guideline Which the taoliq is subject to or any pollutant listed in the facility's N ES
permit for its process wastewater fd the facility is operating under an existing NPDES permit). Complete one table for each outfall. See
Maximum Values Average Values Number
Pollutant (Include unite) (include units) of
and Grab Sample Grab Sample Storm
CAS Number TakF� ring Flow -weighted Taken During Flow -weighted Events
20
(if available) Minutes Composite Minutes Composite Sampled Sources of Pollutants
i
r
CFM Form aaro-zr (Rev. i•yz) Page VII -1 Continue on Reverse

.L)
drnttmiad ftem lkefreM
- Part C - List each pollutant shown in Tables 2F-2, 2F,9, and 2F-4 that you know or have reason to believe is present. See the instructions for '
additional details and requirements. Complete one table for each outfall.
Maximum Values
Pollutant Onclude units)
and Grab Sample
CAS Number - Taken Dunng Flow -weighted
First 20
(if available) Minutes Composite
Average Values Number
Qnclude unifs) of
Grab Sample Storm
Taken During Flow -weighted Events
First 20
Minutes Composite Sampled Sources of pollutants
Part D - Provide data for the storm events which resutied
in the maximum values for the flow weighted composite sem
le..
1.
Date of
Storm
Evert
2.
Duration
of Storm Event
(in OW
&
Total rainfall
during stone event
n inches
4.
Number of hours between
beginning of storm meas-
ured and end of previous
measurable rain evert
- S.
Maximum flow rate during
rain event
(gallons&&nuts or
specify unite(gallons
6.
Total flow from
rain event
orepecify units
�Ilgay12:y
��LI13
2�r�11
po
zc
SIJ
i 1__
> 7 L
> IZ-
o. 000> .�,��,�
G,Oij P1
0zea "`7
7. Provide a description of the method of flow measurement or estimate.
71 rs I'f c�ett ✓} x dl i per, i�cl ,.,,,
IL
EPA Form 8510-21F (Ray.14WJ tie vu -2

on nae
EPA ID Number (copy from Item I of Form 1)
k/ � 00 r/' -
Form Approved. OMB No. 2040-006
Approval expires 5.31-92
VII. Discharce Information(Continued Isom pace
3 of Form 2
Part A- You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See
Instructions for additional details.
Pollutant
and
CAS Number
(d available)
Maximum Values
(include units)
Average Values
(include unite)
Number
of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 20
Minutes
Flow -weighed
composite
Grab Sampla
Taken During
First 20
Minutes
Flow -weighted
Composite
Oil and Grease
,4 S /L
N/A�i�L
Biological Oxygen
Demand BO
J L4 L
4.2 iw
q
Chemical Oxygen
Demand COD
Total Suspended
Solids SS
Total
Nitrogen
. to : v�, r ._
I % ra • J L
Total
Phosphorus
ti
pH
Minimum
Maximum I IpAnimum
Maximum
Part B - List each pollutant that Is imited In an efflusnt gudelins w Idt the fadlhv is subject to or any pollutant listed in a facility's NPD
permit for its process wastewater fd the tach is operating under an exist ng NPDES permit). Complete one table for each outfall. See
am ments.
Maximum Values Average Values Number
Pollutant (include units) (include units) of
and Grab Sample Grab Sample Storm
CAS Number T:en Oaring Flow -weighted Taken During Flow -weighed Events
Fir(d available) Minute Composite Minutes Composite Sampled SourceeofPollutants
i
r
EPA Form 9510-2P (Rev. 1-921
aano enu
n....x....� Fye
on nae

JD
1 q
Continued from the Front .,i `�r
Part C - Ust each pollutant shown in Tables 04, 2M, and 2F-4 that you know or have reason to believe is present. See the Instructions fol' "
additional details and requirements. Complete one table for each outfall.
Maximum Values
Poliutard pncluds units)
and Grab Sample
CAS Number - : Taken During Flow -weighted
Find 20
(if available) Minutes Composite
Average Values Number
(Include units) of
Grab Sample Storm
Taken During . Flovwwsighled Events
First 20
Minutes Composite Sampled Sources of Pollutants
Part D - Provide data for the storm events which resulted in the maximum values for the flow wei Ided composite sem
le.
1.
Date of
Storm
Event
2.
Duration
of Stone Event
in minutes
&
Total rainfall
during stone event
n inches
4.
Number of hours between
of storm mea
beginning s
ured and and of previous
measurable rain event
- 5.
Maximum flow rate during
rain event
(gallons(minute or
units
a.
Total flow from
rain event
allons ors unifs
L
9lL til
_720
- -
> 1,
> �,
iz
C),U1)L)Lr .n;�
U.JL):,,
V ;ic�0i ^�y�+•.. �,
�}. �3y •,�
y
D G3� Ati
J
7. Provide a description of the method of flow measurement or estimate.
- 4o»-ao'v ,,o✓�
�.:.� �ulluvc _
,m,�l� j.',ll•�s
EPA Form 3810-2E (Rev. 1-92) . Poe V11-2

;FAIL 5
EPA ID Number (oo horn hear 1 of Form 1)
I N4!D'IV/0y:3 ii
Form Approved. OMB No. 20460086
Approval expires 53162
VII. Dlischarce Information(Continued from page 3'RFonn 219
Part A- You must Provide the results of at least one analysis for every pollutant In this table. Complete one table for each outfall. See
Instructions for additional details.
Pollutant
and
CAS Number
(if available)
Maximum Values
(include units)
Average Values
(include units)
Number
of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 20
Minutes
Flow-weighted
Composite
Grab Semple
Taken During
First2O
Minutes
Flow-weighted
Composite
Oil and Grease
/L
N/A
5EE RTT'/FtHIN EN'r
Biological Oxygen
Demand BODS
I'
Chemical Oxygen
Demand COD
Total Suspended
Solids SS
23 O r^' /L
+3 { M, l_
1
Sc E i3c,'
Total
Nitrogen
y Z n`5 L I
Total
Phosphorus�-
pH
Minimum L y
Maximum
Minimum ^ . 4
Maximum ? I
Part B - Ust each pol utaM that Imited In an effluent guideline whion the fadlity is sub &W to or any utent fisted in the tealiry's NPD
permit for hs process wastewater �'R the factlitX is operating under an existing NPDES permit). Complete one table for each outfall. See
instructions for adanignal
Maximum Values Average Values Number
Pollutant (include units) Oriciude units) of
and Grab Sample Grab Sample Steno
CAS Number Taken During Flow-weighted Taken Dunng Flow-weighted Events
Fret 20 prat 20
(davallabie) Minutes Composite Minutes Composite Sampled Sources of Pollutants
EPA Form 3510-2F (Rev-1-921

Continued from theFront
Part C - Ust each pollutant shown in Tables 2F-2, 2F-3, and 2F4 that you know or have reason to believe is present. See the InsWctions fo(. '
additional details and requirements. Complete one table for each outfall.
Maximum Values Average Values Number
Pollutant Qnctudeunits) Qncludeunfta) of
and Grab Sample Grab Sample Storm
CAS Number Taken Dunng Flow -weighted Taken During Fknv-weighted Events
First 20 Fret 20
(fravailable Minutes Composite Minutes Composite Sampled
Sources of Pollutants
r
PertD - Provide date for the stone events which resuhed in the maximum values for the flow w"nelithted composite sant
le..
1.
Date of
Storm
Event
2.
Duration
of Storm Event
(in m
3. 4.
Total rainfall Number of hours between
during storm event beginning of storm meas
and and of previous
Pn inches measurable rain event
- 5.
Maximum flow rate during
rain eventured
(galtota ns(minuor
unitB(gallons
6.
Total flow from
rain event
ors unite
�a/,I
5�ibl v>
9�fYjrz
2v.C,
� l �
�'yv
U i ^),r.M.
p ovoy �y(fi,n
G,�oc;3 n�l,,,,�
0, t .X7
U•93 ,^,,�
0 • Zti �`�
7. Provide a description of the method of flow measurement or estimate.
(!
1 IoW •NCG 1...{.'�'1 _ �GG�,, �.�ky�. (.t.`CI_ L15.F�-� !�
r;,n G[�
EPA Form 381 o -2F (Rev. 1-02) Page'r/li-2

RECEIVEDINCDEQIDWR
FEB 2 3 2016
Water Quality
Permitting Section
Attachment A
NPDES Permit Renewal Application
Additional Documents for Stormwater Permit Application
Section

Storm Water Pollution Prevention Plan Salisbury, NC Plant
Effective Date: August 2013
Revision: 8
File: Stormwater Pollution Prevention Plan, rev 8
3.0 Certifications:
Certifications required by the plant's NPDES permit are presented on the following pages. A responsible corporate officer
must certify that, to the best of his knowledge, all parts of this document are true, accurate, and complete, and were
prepared properly by appropriate qualified personnel. In addition, this Storm Water Pollution Prevention Plan must include
a certification that storm water discharges have been tested or evaluated for the presence of non -storm water discharges.
STORM WATER POLLUTION PREVENTION PLAN
PROPER PREPARATION CERTIFICATION
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 gathered and
evaluated 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.
Revision:
Name and Title of Responsible Official: Richard L. Moore — Plant Manager
Signature:/ ��
Certification Date:
`7 Zr4 /
CERTIFICATION OF COMPLIANCE WITH
SECTION 313 WATER PRIORITY CHEMICALS REQUIREMENT
I certify under penalty of law that this document and all attachments were reviewed and the facility
examined by me or those under my direction or supervision in accordance with the Section 313 water
priority chemicals requirements of the plant's NPDES permit. To the best of my knowledge and belief, this
plan was prepared in accordance with good engineering practices. I am aware that there are significant
penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations.
Revision Number:
Name of Registered Professional Engineer:
Registered State and Number: NA
Signature:
Certification Date:
Page 5

Storm Water Pollution Prevention Plan Salisbury, NC Plant
Effective Date: August 2005
Revision: 7
File: Salisbury Storunvater Certification
Certifications required by the plant's NPDES permit are presented on the following pages. A responsible
corporate officer must certify that, to the best of his knowledge, all parts of this document are true,
accurate, and complete, and were prepared properly by appropriate qualified personnel. In addition, this
Storni Water Pollution Prevention Plan must include a certification that storm water discharges have been
tested or ovaluated for the presence of non -storm water discharges.
STORM WATER POLLUTION PREVENTION PLAN
PROPER PREPARATION CERTIFICATION
I certify under penalty or 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 gathered and
evaluated 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.
Revision: 7
Name and Title of Responsible Official: Richard L. Moore -Plant Manager
Signature:
Certification Date: 12-12-12
CERTIFICATION OF COMPLIANCE WITH
SECTION 313 WATER PRIORITY CHEMICALS REQUIREMENT
I certify under penalty of law that this document and all attachments were reviewed and the facility examined
by me or those under my direction or supervision in accordance with the Section 313 water priority
chemicals requirements of the plant's NPDES permit To the best of my knowledge and belief this plan was
prepared in accordance with good engineering practices. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations.
Revision Number:
Name of Registered Professional Engineer:
Registered State and Number: NA
Signature:
Certification Date:

Storm Water Pollution. Prevention Plan. Salisbury, NC Plant
Effective Date: August 2005
Revision: 7
File: Salisbury Stormwater Certification
NON -STORM WATER DISCHARGE ASSESSMENT AND CERTIFICATION
Outfall Directly
Date of
Observed Doing
Name of Person
Test or
the Test (identify,
Method Used to Test or Evaluate
Describe Results from Test for the
Identify Potential
Who Conducted
Evaluation
as indicated on the
Discharge
Presence of Nom-Stomm water
Significant Sources
the Test or
site map)
Discharge
Evaluation
10.21-10
A
Dry Weather Obsenxatian
No Mon -Storm Water Found
None
WWTP ORC
4.25-11
A
15 gpm
See SWPPP Inspection
10-24-11
A
42
gpm
See S W PPP Inspection
4-23-12
A
112
gpm
None
11.142
A
11
11
No Non-Stormwater Found
None
10/21/10
B
Dry Weather Observation
No Non -Storm water Found
None
WWTP ORC
4-25-11
B
No Non -Storm water Found
None
10-24-11
B
No Non -Storm water Found
None
4.23-12
B
-`
No Nom -Storm water Found
None
11-1-12
B
No Non-Storawater Found
None
10/21/10
C
Dry Weather Observation
No Non -Storm water Found
None
WWTP ORC
4-25-11
C
No Non -Storm water Found
None
10.24-11
C
No Non -Storm water Found
None
4-23-12
C
No Non -Storm water Found
None
11-1-12
C
No Non -Storm water Found
None
0/21/10
D
Dry Weather Observation
No Non -Storm water Found
None
IYWTP ORC
4-25-11
D
11No
Non -Storm water Found
None
10-24-11
D
"
No Non -Storm water Found
None
4.23-12
D
-`
No Non -Storm water Found
None
11-1-12
D
No Non-Stormwater Found
None
10/21/10
5
Dry Weather Observation
No Non -Storm water Found
None
WRrrP ORC
4.25-11
5
"
No Non-Stonnwater Found
None
10-24-11
5
"
No Non -Storm water Found
None
4.23-12
5
No Nun -Storm water Found
None
11-1-12
5
11No
Non-Storm\Yater Found
None
CERTIFICATION
I certify under penalty of lawthatthe outfall(s) covered by this application have been tested and/or evaluated for the presence ofunpermitted non -stoat water
discharges in accordance with Pan I.A.I.a(5) ofthe plants NPDES permit. Based on my inquiry ofthe person or persons who manage the system, or those persons
directly responsible for gathering the information, no wmpenmitted non -storm water is discharged to any storm water drainage system or outfali(s). I am aware that there
are significant penalties for submitting false information, including the possibility of fines and imprisonment for lanowing violations.
A Name & Title of Responsible ficial: (type or print)
B. Area Code and Telephone No.
Richard L. Moore -Plant Manager
704-636-6000
C. Signature
D. Certification Date
12-12-12

i(
MIA
�l/'7/1I A
VI
SW Outfall C
SW Outfall A
imam
SW Outfall 5
0
SW Outfall D
E
a
NPDES Outfall 001
SW Outfall B
A
Facility Information
Facility
-alltudg,
39'42'34 S
" ub-Hasim 03-07-06
Location
,mmitude,
WS4'31"
fr�1b7.�IYT44=0004944
And_A
916NE, Rowan Mills
I
±Imiffi Class,
C
RQcgivingStmain
Nords Second Creek
F20ftars,
. .1.1 1 .1,
. one %A�_"

r- r- ,W
SEC�NR 1
1 \
REC.
cwe
/IOUSE LAKE
1-1 �
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Nm
P
rs-•
1-4
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\
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N2
LEGEND
--•— FENCE LINE
—t—+ RAILROAD C.L.
Q ---IPO SCALE IN FEET
® FRE HYDRANTS
OHNE PRESSURE I95 PSI
OFT UNE PRESSURE 155 PS
LAST ANNSER USED
eVESSELS
FOR I&MRYATION ON VESSELS
SEE FRE : TANKS=
� OPERATIONS ZONE
. STAGING. AREA
DUIDHO OR AREA DERMATION
A
10C %ft dm
ai NO Ogll AAS M
VESSEL & TANK IDENTIFICATION IMP
j SFE—DO-1231003 (j0
7

I A
WAREHOUSE
B
BUILDING
B BUILDING
WAREHOUSE ILI BLD
CENTRAL CORE
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
SALISBURY PLANT
D
0
W
H T
BUILDING H
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R
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fl(TuRF 2
SHOPS &
STORES
T BLDG
# 1 F.0
#2 F. 0.
#3 F. 0.
6&7 TWRS
P BUILDING
GLY.
REC.
TWRS
1-5
D
0
K
W
BUILDING
T
H
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R
M
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BUILDING
D
0
W
H T
BUILDING H
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R
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fl(TuRF 2
SHOPS &
STORES
T BLDG
# 1 F.0
#2 F. 0.
#3 F. 0.
6&7 TWRS
P BUILDING
GLY.
REC.
TWRS
1-5

1A
B
BUILDI
8 BUILDING
WAREHOUSE ILI BLD
CENTRAL CORE
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
#1 OUTFALL SERVES
K BUILDING ROOF DRAINS
G BUILDING ROOF DRAINS
S BUILDING ROOF DRAINS
G BUILDING ELEVATOR SHAFT
ROADWAY AND TA PAD DRAINS
SALISBURY PLANT
#1 OUTFALL
H
BUIL
Ff (.u4g 2
#1
OUTFALL
TK
FARM
c _2
T BLDG
4 1 F.0
6&7 TWRS
P BUILDING
EC
TWRS
1-5
?,oF10

Y A
WAREHOUSE
WAREHOUSE
B
BUILDING
B BUILDING
WAREHOUSE ILI BLD
CENTRAL CORE
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
#2 OUTFALL SERVES
GLYCOL TANK FARM
STORM DRAINS -TANK FARM
SALISBURY PLANT
#2 OUTFALL
H
BUIL
D
0
W
T
H
E
R
M
SHOPS &
STORES
BLDG
T
0
TWRS
W
1-5
T
JD
H
E
R
M
H
BUIL
D
0
W
T
H
E
R
M
SHOPS &
STORES
6&7 TWRS
P BUILDING
#2
OUTFA
GLY.
REC.
BLDG
T
TWRS
1-5
#
1 F.0
6&7 TWRS
P BUILDING
#2
OUTFA
GLY.
REC.

0
B
BUILDING
B BUILDING
WAREHOUSE
WAREHOUSE ILI BLD
CENTRAL CORE
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
43 OUTFALL SERVES
RAILROAD TRACK STORM DRAIN
SALISBURY PLANT
#3 OUTFALL
D
0
W
H T
BUILDING H
E
R
M
SHOPS &
STORES
6&7 TWRS
P 81JILDING
TK
FARM
#3 OUT
Ec"
TWRS
1-5
'1nF to
D
0
K
W
BUILDING
T
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BUILDING
D
0
W
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6&7 TWRS
P 81JILDING
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#3 OUT
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TWRS
1-5
'1nF to

WAREHOUSE
B
BUILDING
8 BUILDING
WAREHOUSE ILI BLD
A CENTRAL CORE
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
#4 OUTFALL SERVES
GLYCOL RECOVERY UNIT
RAILROAD TRACK STORM DRAIN
SALISBURY PLANT
#4 OUTFALL
H
BUILDI
D
0
W
T
H
E
R
M
9TWRS
SHOPS &
STORES TK
FARM
D
0
K
W
BUILDING
T
H
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R
M
G
BUILDING
H
BUILDI
D
0
W
T
H
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R
M
9TWRS
SHOPS &
STORES TK
FARM
6&7 TWRS
P BUILDING
Flo'uK6- Z
SoFlo
TWRS
1,5
�-
-#4 OUTFAL
#
1 F.0
#2
F.O.
#3
F. 0.
6&7 TWRS
P BUILDING
Flo'uK6- Z
SoFlo

I A
e
BUIL
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WAREHOUSE
WAREHOUSE ILS BLD
CENTRAL CORE
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
SALISBURY PLANT
#5 OUTFALL
D
0
W
H T
BUILDING H
E
R
M
SHOPS &
STORES
T BLDG
# 1 F.0
#2 F. 0.
#3 F. 0.
TK
FARfv
GLY.
REC.
TWRS
1-5
#5 OUTFALL
45 OUTFALL SERVES
P BUILDING
STORM DRAINS AT SOUTH UNLOADING DOCK
FI 6-c4K F' Z / nGlo
D
0
K
W
BUILDING
T
H
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R
M
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BUILDING
D
0
W
H T
BUILDING H
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R
M
SHOPS &
STORES
T BLDG
# 1 F.0
#2 F. 0.
#3 F. 0.
TK
FARfv
GLY.
REC.
TWRS
1-5
#5 OUTFALL
45 OUTFALL SERVES
P BUILDING
STORM DRAINS AT SOUTH UNLOADING DOCK
FI 6-c4K F' Z / nGlo

A
SALISBURY PLANT
#6 OUTFALL
#6 OUTFALL SERVES
T BUILDING ROOF DRAINS
T BUILDING FLOOR DRAINS
11 BUILDING ROOF DRAINS
H DOWTHERM AND TA PAD AREA
RAILROAD TRACK STORM DRAINS
ABILITY TO PUMP OIL BASINS
6&7 TWRS
P BUILDING
FC
B
D
BUILDING
0
K
W
SHOPS &
WAREHOUSE
BUILDING
T
STORES
H
B
BUILDING
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BUILDING
WAREHOUSE
J
BUILDING
8-10
TWRS
#6 OUTFALL
#6 OUTFALL SERVES
T BUILDING ROOF DRAINS
T BUILDING FLOOR DRAINS
11 BUILDING ROOF DRAINS
H DOWTHERM AND TA PAD AREA
RAILROAD TRACK STORM DRAINS
ABILITY TO PUMP OIL BASINS
6&7 TWRS
P BUILDING
FC

SALISBURY PLANT
412 OUTFALL
D
0
W
SHOPS &
T
STORES
H
E
R
M
T BLDG
D
0
W
T
# 1 F.0
H
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#2 F. 0.
R
M
#3 F. 0.
#12 OUTFALL
P BUILDING
@12 OUTFALL SERVES
ROOF DRAINS FILAMENT WAREHOUSE
A BUILDING ROOF DRAINS
ROOF DRAINS BEAMING AREA
FLOOR DRAINS BEAMING AREA
L BUILDING ROOF DRAINS
FLOOR DRAINS L BUILDING
ROOF DRAINS STAPLE WAREHOUSE
FLOOR DRAINS STAPLE WAREHOUSE
ROOF DRAINS J BUILDING
NORTH AND SOUTH PARKING LOT DRAINS
TWRS
1-5
ER
EC

OUTFALLS 8,9,10,11 SERVICE
P BUILDING PARKING LOT
ROADWAY DRAINS ON SOUTH SIDE OF PLANT
F16 -"WC Z In Ac /n

7.0 Storm water Management Plan
This portion of the SWPPP describes and identifies materials management practices used to control and minimize
exposure of significant materials to storm water.
7.1 Exposed Materials
This section addresses the technical and economic feasibility of changing the methods of operations and/or
storage practices to eliminate or reduce exposure of materials and processes to storm water. The section
summarizes potential pollutant sources by plant activity (e.g., truck loading and unloading) and presents
alternatives for reducing exposure to storm water for each activity. In particular, this section discusses the
use of covers for material storage and handling areas as a measure of reducing exposure. Specific changes
are identified in Section 7.3 'Best Management Practices." Plant engineering will review the changes
identified in Section 7.0 and accomplish them in a technically and economically feasible manner. No areas
were identified where diversion of storm water would be applicable.
7.1.1 Summary of Potential Pollutant Sources
Potential pollutant sources were identified for each of the following activities:
Loading and Unloading Operations
Outdoor Storage and Process Areas
Dust or Particulate Generating Processes
On-site Waste Disposal Practices
Vehicle Fueling and Maintenance Areas
The potential pollutants associated with each of these activities are summarized in Table 7-1. A
brief discussion of each of these activities follows.
Thirty-six truck loading and unloading areas can be identified at the plant. Raw materials such as
ethylene glycol and terephdWic acid are the most significant items that arrive at the facility by
rail.
Most of the production areas of the facility are located inside. Materials such as chip, staple, and
TA are stored in outdoor silos. Various pieces of production equipment are located outside,
primarily along the east side of the main production building. This equipment includes boilers,
reboilers, pumps and piping. Bulk storage tanks are not included in the summary presented in
Table 7-1. Pipes are sand blasted and coated in an area south of the EO facility.
Dust and particulate generating processes are generally associated with solid material handling
operations such as handling of chip, staple, and TA. The pipe coating area south of the EO facility
is also a particulate generating process.
Wastes are collected in dumpsters around the plant site for disposal. Ultimately, the wastes are
disposed of off-site.
Two vehicle -fueling areas are located on-site in addition to the propane fueling areas for vehicles
such as forklifts. One area for vehicle maintenance is located in and adjacent to the southwest
comer of Building S.

Table 7-1
Summary of Potential Pollutant Sources
Location
Potential Pollutant
Truck Loading and Unloading Facilities
Warehouse Along West Side of Main Production Building
Staple, Filament
North Side of Building B
Filament
Underground Fuel Tank on the Southwest Comer of Main
Production Building
Gasoline
Fuel Tank Northeast of Building S
Diesel Fuel
Silos North of Main Production Building
Chi
Silos South of Main Production Building
Chi
South Side of Building J
Chi
North, East and South Sides of Building P
Chi
Areas Near the Cooling Towers
Sodium Hypochlorite, Gengard GN8203,
Gengard GN8300, Hydrex 2254, Flogard
MS6210, Spectrus OX1201, Depositrol
PY5200, Betz Inhibitor AZ8104
South Side of Tank 94
Sodium Hydroxide
Ethylene Oxide Facility - shutdown 1 '96
N/A
GRU Facility
Glycol
GRUB Unloading Facility Near Southeast Corner of
Building H
Glycol
South End of the Large Recreation Pond
Fuel Oil
South and East Sides of TA Silos Near the Main Corridor
Terephthalic Acid, Adipic Acid
North Side of Tanks 29, 30 and 31
O tis erse APO520, Steamate-NA2440
Near Tanks 56, 57 and 58 South of GRU Facility
"PE" Water 1 percent Ethylene Glycol)
North, West and East Sides of Building S
Chemicals Listed in Appendix D
North and South Sides of Tanks 18-21 on the East Side of
Building G
Dowtherm
Adjacent to Tanks 22, 105 and 106 at the Northeast
Comer of Building K
Dowthemr, TEG
Near the Chemical Tanks at the Process Water Treatment
Plant
Sodium Hypochlorite, Sodium Hydroxide
Near the Chemical Tanks at the Wastewater Treatment
Plant
Betz 1192
East Side of the Raw Water Pond
Betz 1192
Rail Loading and Unloading Facilities
East Side of GRU Facility
Ethylene Glycol, Diethlene Glycol
TA Unloading Building Near the Southeast Comer of
Building S
Terephthalic Acid
East Side of Building P
Chip, Staple, Diethlene Glycol
Covered Dock Northeast of Building P
Waste Chip, Fiber, Staple, Filament
Outdoor Storage and Process Areas
Pie Coating Area
Sand Blast Material, Epoxy Coatings
Equipment Such as Boilers, Reboilers, Pumps and Piping
along the East Side of the Main Production Building
Dowthemr
Drum Stora eon East Side of K-17
Finish Waste
Hazardous Waste Drum Storage
Paint Waste, OCP Waste, OCC Waste,
Kolene Waste, Acid Waste, Alkaline Waste
Drum Storage Near Southwest Comer of Building S
Perchloroeth lene, Ethyl Alcohol, Solvents

Table 7-1
Summary of Potential Pollutant Sources
Dram Storage South of Building T
PCB (capacitors & ballasts
Non -Hazardous Waste Drum Storage Area South of
Textile Lubricants, Beaming Finish Waste,
Building P
Waste Finish, TA, Glycol, Fuel Oil, K-14 and
K-15 Paste, B -roll Exhaust Sludge, Beam
Cleaning Sludge, Adipic Acid, Cooling Water
Sludge, Salt, Perchloroeth lene, Kolene
Drum Storage on East Side of Building G
Hydrochloric Acid, Tetramethylammonium
Hydroxide, Albright TMP, SIPE-40, Ethylene
Glycol, Rezol T-279, Oil, Acetic Acid, Oxa-
hos hoan1 kolester, Choline Base
Silos East of the Main Corridor
Terephtlialic Acid, Adipic Acid
Silos North and South of the Main Production Building
Chi
Dust or Particulate Generating Processes
Silos North of Main Production Building
Chi
Silos South of Main Production Buildin
Chi
Silos East of Main Production Building Near Main
Terephthalic Acid, Adipic Acid
Corridor
Throughout the Area East of the Main Production Facility
Chip
West of the Railroad Tracks
Vehicle Maintenance and Fueling Areas
Southwest Comer of Main Production Building Gasoline, Oil and Grease
Northeast of Building S Diesel Fuel
Southwest Comer of Building S Oil and Grease, Hydraulic Fluid, Antifreeze
7.1.2 Plan to Minimize Exposure of Material to Storm water
Potential changes to the methods of operation and storage practices that have could be employed
to address each of the potential pollutant sources listed in Table 7-1 are discussed below. Specific
BMPs that have been implemented to minimize significant exposure of materials to storm water
are discussed in Section 7.3 'Best Management Practices".
include:
7.1.2.1 Truck and Rail Loading and Unloadine
Alternatives for reducing exposure of loading and unloading activities to storm water
* Rolled -curb containment
* Grated trench containment
* Covering loading and unloading areas
* Drip pans at rail tank car loading and unloading facilities
* Cleaning up spills and leaks as required
* Development and implementation of a SPCC plan
* Locating quick -connect fittings within contained areas
The plant's SPCC Plan was updated in 2004 and 2009 to meet more stringent oil spill
containment regulations. This effort included adding secondary containment around all
oil storage tanks. It also provided spill containment in the form of curbing or portable
containments to catch hose drips at the oil truck unloading points. Truck connection
points were relocated to place the quick -connect fittings inside the containment area
whenever possible. Furthermore, these oil truck unloading operations are now attended

include:
and monitored continuously with portable barricades to prevent accidental drive off while
the hose is connected. Procedures, training, and use of designated "trained oil handlers'
is being done to minimize the chance of oil spill. See details in the plant's SPCC Plan.
Contamination from the warehouse on the west side of the main production building
would only result from spilled packaged solid product.
Rolled -curbs have been installed at several truck loading and unloading areas, especially
those near bulk storage tanks. Many loading docks are covered. Installation of rolled
curbing is more practical and economically feasible than construction of covers for many
of the liquid loading and unloading area limitations of location and frequency of use are
considered. Good housekeeping will protect storm water from solid materials spilled
during loading and unloading.
Raw materials such as ethylene glycol (liquid) and terephthalic acid (bulk powder) are
the most significant items that arrive at the facility by rail. Contamination in those areas
can be contained by the plant SIS system and diverted to the Waste Treatment Plant in
the event of a spill.
7.1.2.2 Outdoor Storage and Process Areas
Alternatives for reducing exposure of outdoor storage and process areas to storm water
* Storing materials inside buildings or in covered tanks where possible
* Labeling storage tanks and dnnns
* Storing materials in designated areas
* Periodic inspection and inventory of stored materials
* Written standard operating procedures for materials storage and
handling
* Secondary containment around liquid storage tanks
* Curbed containment around pumps, process equipment, and materials
storage areas
* Covering drum storage areas
* Cleaning up spills and leaks as required
* Inspection of production areas
* Establishment of an Emergency Response Team and maintenance of
cleanup materials on-site
* Development and implementation of a SPCC plan
* Emphasis on housekeeping in employee training
* Addition of rolled curb at doorways leading to storage areas within the
plant
Several drum storage areas are covered but not curbed. Covering some drum storage
areas is not feasible due to limitations such as overhead piping. Most drum storage areas
are covered. Those requiring additional protection are identified in Section 7.2. All
outside drum storage has secondary containment except the empty drum storage area
where triple -rinsed clean drums are stored. Most drum storage areas are also covered.
7.1.2.3 Dust or Particulate Generating Processes
Alternatives for reducing exposure of dust and particulate generating processes to storm
water include:
* Storing materials inside buildings or in covered silos where possible
* Cleaning up spills as required
* Emphasis on housekeeping in employee training
* Covering particulate generating processes

Emphasis has been placed on housekeeping to prevent and/or reduce contamination of
storm water by spilled chip, staple, TA and other particulates.
7.1.2.4 Waste Disposal Practices
Alternatives for reducing exposure of disposal activities to storm water include the
following:
* Collecting waste in designated areas
* Cleaning up spills around dumpsters as required
* Covering waste containers
* Secondary containment where feasible
All materials are disposed of off-site. Housekeeping around waste collection containers
is being maintained to acceptable levels. Where needed, dumpsters with covers have
replaced those dumpsters, which are not under cover.
Waste oil is disposed of in full compliance with new SPCC plan oil handling regulations.
All oil storage containers have secondary containment and stringent monitoring of waste
oil handling operations by trained oil handlers.
7.1.2.5 Vehicle Fueling and Maintenance Areas
Alternatives for reducing exposure of vehicle fueling and maintenance areas to storm
water include:
* Secondary containment around liquid storage tanks
* Curbed containment
* Rolled -curb containment in doorways
* Covering vehicle fueling and maintenance facilities
* Cleaning up spills and leaks as required
* Development and implementation of a SPCC plan
* Emphasis on housekeeping in employee training
Vehicle fueling areas are contained by curbing, and have been addressed as noted above
to comply with new oil regulations in the plant's SPCC Plan. As noted above, those new
measures include secondary containment around all oil bulk storage tanks, curbed
containments and monitoring of fueling operations. The plant has a recently -updated
SPCC plan in place for reducing the potential of storm water contamination from spills.
7.1.26 Secondary Containment
Secondary containment dikes with periodic inspection by trained operators have been
installed around all oil tanks and all outdoor chemical bulk storage tanks. All secondary
containment connected directly to storm water conveyance systems meets the following
criteria as specified in the permit:
* Drainage must be controlled by manually operated valves which are secured by
a locking mechanism.
* Accumulated storm water must be at least visually observed for color, foam,
outfall staining, visible sheens and dry weather flow before release.
* Accumulated storm water can be released if found to be uncontaminated.
* Records documenting the name of the individual making the observation, a
description of the accumulated storm water, and the date and time of the release
shall be kept for a period of 5 years.

Table 7-6
BMP Implementation Schedule
Continued
Spill Prevention and
Maintain the SPCC Plan
On-going
Response Procedures
Provide Employee Training in Spill
At Initial Hire and Periodically
Prevention and Response (Particularly for
Thereafter
Those Involved in Manufacturing,
Maintenance and Utility Activities
Inspections
Improve Current Inspection Procedures
On-going
Related to Storm water Pollution Prevention
Conduct Semi -Annual Comprehensive Site
Semi -Annually
Compliance Evaluations (Including Outfall
Visual Inspection)
Based on Inspection Results, Modify S WPPP
As Needed
as Needed
General Visual Site Inspection
Routine
Employee Training
Incorporate Storm water Pollution Prevention
On-going
Awareness and Tools into Current Employee
Training Program
Record Keeping
Maintain Records on Spill Events and
On-going
Maintenance and Inspection Activities
Sediment and Erosion
Maintain Sediment and Erosion Control
On-going
Control
Measures
Runoff Management
Implement Runoff Management Techniques
On-going
Where Appropriate
Activity Specific BMPs
See 'Best Management Practices"
On-going
Site Specific BMPs
See 'Best Management Practices"
On-going

Attachment A
NPDES Permit Renewal Application
Manufacturing Operation Flow Diagram
(Figure 2)

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Attachment A
NPDES Permit Renewal Application
Waste Treatment Plant Diagram
(Figure 3)