NC0004944_COMPLETE FILE - HISTORICAL_20160527

STORMWATER DIVISION CODING SHEET
RESCISSIONS
PERMIT NO.
DOC TYPE
El COMPLETE FILE -HISTORICAL
DATE OF
RESCISSION
❑ �l �p OSoZ ✓I
YYYYMMDD

Bethany
Bethany Georgoalias
Environmental Engineer
Stormwater Permitting; Program, Division of Energy, Mineral, and Land Resources
N.C. Department of f-nvironmental Quality
919 807 6372 office
bethan } eorboulias(u ncdenr.�ov
I612-Mail Service Center, Raleigh, NC 27699-1612 (mailing)
512 N. Salisbury Street, Raleigh, NC 27604 (location)
Website: htty://portal.nedenr.org/web/lr/stormwater
r.» ^Nothing Compares,.,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Georgoulias, Bethany
Sent: Tuesday, May 17, 2016 9:03 AM
To: '[e-mail]'<[e-mail]>
Cc: Chernikov, Sergei <[e-mail]>
Subject: Stormwater Analytical data from Salisbury Plant
Marty,
I'm working with the Division of Water Resources on the stormwater portion of your renewal NPDES permit. The
application submitted in February 2016 did not include any stormwater data, except for the narrative discussion about
some of the samples and tier responses at some outfalls in the cover letter. We could also not locate the annual
stormwater DMR reports in Central Files. The previous permit required those reports be submitted by March 1" every
year to both the Central Office and Regional Office. Do you know if those were submitted? Could you please provide
copies of those to us?
I am with the Stormwater Program in DEMLR, but we are coordinating with Sergei Chernikov in DWR on the NPDES
permit renewal.
Thanks,
Bethany Georg;oulias
Environmental 1?ngincer
Stormwater Permitting: Program, Division of Energy, Mincral, and Land Resources
N.C. Department of Environmental Quality
919 807 6372 off ice
bethany.k;eork;ouliasnncdenr.eov
1612 Mail Service Center, Ralcigh, NC 27699-1612 (mailing)
512 N. Salisbury Street, Raleigh, NC 27604 (location)

Georgoulias, Bethany
From: Georgoulias, Bethany {0
Sent: Friday, May 27, 2016 9:14 AM 5 � 3� YC.
yC�To: [e-mail]' �0 t1►^
Cc: Chernikov, Sergei
Subject: RE: Stormwater Analytical data from Salisbury Plant
Marty,
Since I have not heard back from you, we will have to proceed with the draft renewal permit development without the
benefit of the company's stormwater monitoring data. This may mean that one or more parameters we were
considering to drop may stay in the permit for the next term. If you are no longer the contact for this facility or permit,
could you direct us to the best person?
Best regards,
Bethany Georgoulias
Environmental I ngineer
Stonnwater Permitting Pro -ram, Division of Energy, Mineral, and I -and Resources
N.C. Department of Environmental Quality
919 807 6372 off -ice
bethany.georgoul iasAnedenr. you
1612 Mail Service Center, Raleigh, NC 27699-1612 (mailing)
512 N. Salisbury Street, Raleigh, NC 27604 (location)
Website: http://portal.ncdenr.org/web/Ir/stormwater
r:' -�^Nothing Compares--,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Georgoulias, Bethany
Sent: Thursday, May 19, 2016 11:13 AM
To:'[e-mail]' <[e-mail]>
Cc: Chernikov, Sergei <[e-mail]>
Subject: RE: Stormwater Analytical data from Salisbury Plant
Hi Marty,
I just wanted to confirm that you received this request from me and are still the current contact for NPDES permitting
for this facility.
Thanks,

*A
Q=
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Mr. Stephen Lamb
Performance Fibers Operations, Inc.
7401 Statesville Blvd.
Salisbury, North Carolina 28147
Dear Mr. Lamb:
Coleen H. Sullins
Director .
September 2, 2010
Subject: Issuance NIVES Permit NCO004944
Dee Freeman
Secretary
Performance Fibers — Salisbury Facility
Rowan County
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the
requirements of North Carolina General Statute. 143-215.1 and the Memorandum of Agreement between
North Carolina and the U.S. Environmental Protection Agency dated October 17, 2007 (or as subsequently
amended.)
This final permit includes the following changes from the draft permit sent to you on July 7, 2010.
The OCPSF Subpart I table under Part I, Section A., 2 has been corrected to show Measurement
Frequency as Annually for all parameters and the Daily Maximum concentrations as ug/L not mg/L.
Part I, Section B has been reformatted and the two paragraphs citing Part II1, Standard Conditions,
Section B, Paragraph 5 were revised to Part II, Standard Conditions, Section B, Paragraph 11. All of
the other wording remains the same.
A copy of a blank Annual Summary Data Monitoring Report for Stormwater as discussed in Part 1,
Section B, 1. b) (3) is enclosed for your use.
All the changes made in the draft permit are retained in this permit as follows:
Decreased process and sanitary flows resulted in reduced BOD5 and TSS limitations. B0D5 and
TSS limitations in this permit are based on the Organic Chemical, Plastics, and Synthetic Fibers
technology effluent guidelines, 40 CFR 414, Subparts C and D.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 1�7One 1,
Phone: [phone] FAX: 91 g-807-6492 \ Customer Service: 1.877-623.6748 1 V OI"th Carol 111 a
Internet: www.ncwaterquality-org �atura!!t� An Equal Opunity port1 Affirmative Action Employer

• Iron annd Manganese show 'no reasonable potential to violate water quality standards.
Monitoring requiremennts for both parameters were removed from the permit.
• The limitations based on OCPSF 40 CFR 414, Subpart I requirements were revised to include
updated chronic and human health consumption standards. Sec Part I, Section A. 2.
• The wording, in Part I, Section A. 3, has been changed and the following paragraph
added: If the Permitter monitors any pollutant more frequently then required by this
permit, the results of such monitoring shall be included in the calculation and reporting of
the data submitted on the Discharge Monitoring Report and all AT Forms submitted.
Please review the Section and possible changes in form codes.
• Stormwater requirements in Part I, Section B. have been changed and should be
thoroughly reviewed.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable
to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following
receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of
the North Carolina General Statutes, and filed with the office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, North Carolina 27699-6714. Unless such a demand is made, this permit shall be final and
binding.
Please take notice that this permit is not transferable. The Division may require. modification revocation
and reissuance of the permit. This permit does not affect the legal requirements to obtain other permits which
may be required by the Division of Water Quality or permits required by the Division of Land Resources,
Coastal Area Management Act, or any other Federal or Local governmental permits may be required.
If you have questions concerning this permit, please contact Julie Grzyb by e-mail
[e-mail]) or phone at [phone].
)Sin,erely,
��en H. Sullins
Enclosure NPDES Permit NCO004944 (Final Permit)
cc: NPDES Files
Central Files
Mooresville Regional Office / Surface Water Protection
e-copy:
Aquatic Toxicology Unit
EPA Region 4 (Final Permit and fact sheet)
Ecosystems Unit/Attn. Carrie Ruhlman
1617 Mail Service Center, Raleigh, North Carolina 27699.1617
Location: 512 N. Salisbury St. Raieigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1.877.623-6748
Internet: www.rmaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
None
rthCarolina
Naturally

Permit NCO004944
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-21S.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Performance Fibers Operations, Inc.
is hereby authorized to discharge wastewater and stormwater from a facility located at
Performance Fibers - Salisbury Facility
7401 Statesville Blvd.
Salisbury
Rowan County
to receiving waters designated as North Second Creek in the Yadkin -Pee Dee River Basin in accordance with
effluent limitations, monitoring requirements; and other conditions set forth in Parts I, 11, 111, and IV hereof.
The pert -nit shall become effective October 1, 2010
This permit and the authorization to discharge shall expire at midnight on March 31, 2014.
Signed this day September 2, 2010
dootl�,( 9
—
Ff. Sullins, Director
el Division of Water Quality
By Authority of the Environmental Management Commission

Peri-nil NCO004944
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked, and
as of this issuance, any previously issued permit bearing this number is no longer effective. Therefore, the
exclusive authority to operate and discharge from this facility arises tinder the permit conditions,
requirements, terms, and provisions included herein.
Performance Fibers
is hereby authorized tw
1. Continue to operate an existing 2.305 MGD activated sludge wastewater treatment facility
located at Performance Fibers Salisbury facility at 7401 Statesville Blvd., in Rowan County. The
treatment system referenced herein consists of the following:
• Bar screen and grit removal;
• Chlorine contact (sanitary wastes)
• Two covered equalization tanks;
• Three aeration basins (one out -of —service);
• Anaerobic groundwater treatment unit (out -of -service);
• Three secondary clarifiers (one out -of -service);
• Three aerated polishing ponds;
• Chemical additional facilities;
• Aerobic digestion;
• Sludge dewatering; and
+ Instrumented flow measurement.
2. Discharge from said treatment works through outfall 001 at the location specified on the
attached map into North Second Creek, a class C water in the Yadkin -Pee Dee River Basin; and
3. Continue to discharge stormwater associated with industrial activity through five outfalls
(outfalls A, B, C, D, and S) as shown on the attached map. Modifications to the stormwater
conveyance system are authorized by this permit in accordance with documentation to be
included in the facility's Stormwater Pollution Prevention Plan (construction activities must be
authorized under General Permit No. NCG010000).

latitude: 35°42'40" USGS Quad Namc:
longitude:90"36'l0" Rowan Mills
N
SCALE
1:24,000
(I ° = 20007
Performance Fibers Operations, Inc.
NC0004944
Receiving Stream: North Second Creek
Stream Classification: C
River Basin: Yadkin Pee Dee
Sub -Basin #: 03-07-06
8-Digit HUC 03040102
County: Rowan

Permit NC0004944
Part 1 Section A.
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the effective date of this permit and lasting through the expiration date, the Permittee is
authorized to discharge from Outfa.0 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
PARAMETER
EFFLUENT LIMITATIONS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Fre ue cy
Sample
Type
Sample
Location'
Flow (MGD)
2.305
Continuous
Recording
Effluent
BODs
75lbs/day
187lbs/day
3/Week
Composite
Effluent
NH3 as N
23 lbs/day
46 lbs/day
Weekly
Composite
Effluent
Total Suspended Solids
120 lbs/day
369 lbs/day
3/Week
Composite
Effluent
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
Dissolved Oxygen
Daily Average nnot less than 5.0
mgL
3/Week
Grab
Effluent
Dissolved Oxygen
See Note 1
Grab
U,D
Conductivity
See Note 1
Grab
U,D
Temperature
See Note 1
Grab
U,D
Total Copper
Monthly
Composite
Effluent
pH
Between 6.0 and 9.0 Standard
Units
3/Week
Grab
Effluent
Chronic Toxicity
. Quarterly
Composite
Effluent
40 CFR 414 Subpart I
See Part 1, Section A, Number 2
Notes:
Sample Locations: U - Upstream at least 100 feet above the outfall; D - Downstream approximately eight miles from
the outfall or at Highway 601. Upstream and downstream samples shall be collected three times per week during the
months of June, July, August, and September and once per week during the remaining months of the year. Instream
sampling requirements are provisionally waived in light of the Permittee's participation in the Yadkin -Pee Dee River
Basin Association (the Association). All instream sampling requirements are immediately reinstated should the
Permittee cease participation in the Association.
2. Chronic Toxicity (Ceriodaphnia) P/F @ 34% February, May, August, November; see condition Part 1, Section A,
Number 3 of this permit. Toxicity monitoring shall coincide with metals monitoring.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.
ANALYTICAL DATA WHICH IS LESS THAN THE PRACTICAL QUANTITATION LEVEL SHALL. BE REPORTED AS SUCH AND CONSIDERED
ZERO FOR THE, PURPOSES OF CALCULATING AVERAGES.

Permit NCO004944
Part 1. Section A.
2. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - SUBPART I
Beginning on the effective date of this permit and lasting through t ' he expiration date, the Permittee shall comply with the
limitations and monitoring frequencies established below at outfall. 001:
'
Ek Monthly-1 R
CN: Daily 5
S
'Averaged,kiMeasurements Sam am e$
bs/day Friquen rdc tadfiA0 L ,7
Acenaphthene 0.162 0.061 Annually Grab Effluent
Acenaphthylene 0.162 0.061 Annually Grab Effluent
Acrylonitrile 8.37 Annually Grab Effluent
Anthracene 0.15 Annually Grab Effluent
Benzene 0.374 0.102 Annually Grab Effluent
Benzo(a)anthracene 1.04 Annually Grab Effluent
3,4-Benzofluoranthene 1.04 Annually Grab Effluent
Benzo(k)fluoranthene 1.04 Annually Grab Effluent
Benzo(a)pyrene 1.04 Annually Grab Effluent
Bis(2-ethylhexyl) phthalate 0.768 0.283 Annually Grab Effluent
Carbon Tetrachloride 0.105 0.050 Annually Grab Effluent
Chlorobenzene 0.077 0.041 Annually Grab Effluent
Chloroethane 0.738 0.286 Annually Grab Effluent
Chloroform 0.127 0.058 Annually Grab Effluent
2-Chlorophenol 0.270 0.085 Annually Grab Effluent
Chrysene 1.04 Annually Grab Effluent
Di-n-butyl. phthalate 0.157 0.074 Annually Grab Effluent
1,2-Dichlorobenzene 0.449 0.212 Annually Grab Effluent
1,3-Dichlorobenzene 0.121 0,085 Annually Grab Effluent
1,4-Dichlorobenzene 0.077 0.041 Annually Grab Effluent
1,1-Dichloroethane 0.162 0.061 Annually Grab Effluent
1,2-Dichloroethane 0.581 0.187 Annually Grab Effluent
1,1-Dichloroethylene 0.069 0.044 Annually Grab Effluent
1,2 -trans- Dichl oroethyl ene 0.149 0.058 Annually Grab Effluent
2,4-Dichlorophenol 0.308 0.107 Annually Grab Effluent
1,2-Dichloropropane 0.633 0.421 Annually Grab Effluent
1,3-Dichloropropyiene 0.121 0.080 Annually Grab Effluent
Diethyl phthalate 0359 0,223 Annually Grab Effluent
2,4- Dimethyl phenol 0.099 0.050 Annually Grab Effluent
Dimethyl phthalate 0.129 0.052 Annually Grab Effluent
4,6-Dinitro-o-cresol 0.762 0.215 Annually Grab Effluent
2,4-Dinitrophenol 0.339 0.195 Annually Grab Effluent
2,4-Dinitrotoluene 0.784 0.311 Annually Grab Effluent
2,6-Dinitrotoluene 23.76 Annually Grab Effluent
Ethylbenzene 0.297 0.088 Annually Grab Effluent
Fluoranthene 0.32 Annually Grab Effluent
Fluorene 0.162 0.061 Annually Grab Effluent
Hexachlorobenzene 0.01 Annually drab Effluent
Hexachlorobutadiene 0.135 0.055 Annually Grab Effluent
Hexachloroethane 0.149 0.058 Annually Grab Effluent
Methyl Chloride 0,523 0.237 Annually Grab Effluent
Methylene Chloride 0.245 0.110 Annually Grab Effluent

Perrnit: NC0004944
Part1, Section_ A.
2. SUBPART I REQUIREMENTS (CONTINUED)
Beginning on the effective date of this permit and lasting through the expiration date, the Permittee shall comply with the
limitations and monitoring frequencies established below at outfall 001:
W e+ :.X'�. 1�'Y+i'.:C'" . Rr"``�` �t w?'. _ _''�'•r'y. `�:.Y 7vg1 +t r',�
)s.'^kry.
} M:. �".,•. ��`" � `t�?���.;`- ��y�� .., �M�n�tl�iyx��`.��U��ly w=e is �����'°� �r�`t'
"'- .st xMaxYnaum� Ave`rageMaxunun� ,Meas rea m�nt ''Smple#Sample ;
.� .. � d '4i1ltr �` �'"'s �bs'},"e+*.f�sE a-•w�l'� ..i7s!�; . 'aa'i"•�At't:; .,�'., e�
Fre uenc$T eocation
Naphthalene 0.162 0.061 Annually Grab Effluent
Nitrobenzene 0.167 0.074 Annually Grab Effluent
2-Nitrophen0 0.190 0.113 Annually Grab Effluent
4-Nitrophenol 0.341 0.198 Annually Grab Effluent
I'henanthrene 0.162 0.061 Annually Grab Effluent
Phenol 0.072 0.041 Annually Grab Effluent
11yrene 0.184 0.069 Annually Grab Effluent
Totrachioroethylene 0.154 0.061. Annually Grab Effluent
Toluene 0,220 0,072 i Annually Grab Effluent
1,2,4-,rrichlorobenzene 0.385 0.187 Annually Grab Effluent
1, tj-'irichloroethane 0,149 0.058 Annually Grab Effluent
1,1,2-Trichloroethane 0.149 0.058 Annually Grab Effluent
Trichloroethylene 0.149 0.058 Annually Grab Effluent
Vinyl Chloride 0.73B 0.286 Annually Grab Effluent
Notes:
1. An OCPSP process flow of 0.33 MGD was used to calculate lbs/day limitations.

Permit NCO004944
Part 1, Section A.
3. CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY) — OUTFALL 001
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodophnio dubia at an effluent concentration of 34
The permit holder shall perform at a minimum, ua,_.rterlt monitoring using test procedures outlined in the "North Carolina
Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina
Phase 11 Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) Or subsequent versions. The tests will be
performed during the months of February, May, August, and November. Effluent sampling for this testing shall be
performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit
limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months
as described in "North Carolina Phase 11 Chronic Whole Effluent Toxicity Test Procedure" (Revised -February
1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does have a
detectable impairment of reproduction or survival. The definition of "detectable impairment," collection methods,
exposure regimes, and further statistical methods are specified in the "North Carolina Phase 11 Chronic Whole Effluent
Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring
Form (MR-1) for the months in which tests were performed. If reporting pass/fail results using the parameter code
TGP313, DWQ Form AT-1 (original) is sent to the below address. If reporting Chronic Value results using the parameter
code THP313, DWQ Form AT-3 (original) is to be sent to the following address:
Attention: NC DENR / Division of Water Quality
Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days after
the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature. Total
residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of
the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name,
permit number, pipe number, county, and the month/year of the report with the notation of"No Flow" in the comment
area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will he required
during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality
indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate
monitoring requirements or limits.
if the Permittee monitors any pollutant more frequently then required by this permit, the results of such monitoring shall
he included in the calculation and reporting of the data submitted on the DMR and all AT Forms submitted.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival,
minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid testand will
require immediate follow-up testing to be completed no later than the last day of the month following the month of the
initial monitoring.

Permit NC0004944
Part 1, Sectioli B.
I. FINAL LIMITATIONS AND CON'rROLS I.OR S'FORMWA,rGR DISCHARGES
During the period beginning on the effective date of the permit and lasting until expiration, the permittee is authorized to
discharge stormwater from outfalls A, B, C, D, and S. Such discharges shall be controlled, limited and monitored as
specified below.
a) STORMWATGR POLLUTION PREVENTION PLAN
The permittee shall develop and continue to update a Stormwater Pollution Prevention Plan, hereinafter referred to as
the Plan. The Plan shall be considered public information and shall include, at a minimum, the following items:
(1) Site Plan. 'rhe site plan shall provide a description of the physical facility and the potential pollutant sources
which may be expected to contribute to contamination of stormwater discharges. 'rhe site plan shall contain
the following:
(a) A general location map (USGS quadrangle map or appropriately drafted equivalent rnap), showing the
facility's location in relation to transportation routes and surface waters, the name of the receiving
water(s) to which tite stormwater outfall(s) discharges, or if the discharge is to a municipal separate
storm sewer system, the name of the municipality and the ultimate receiving waters, and accurate
latitude and longitude of the point(s) of discharge. The general location map (or alternatively the site
map) shall identify whether each receiving water is impaired (on the state's 303(d) list of impaired
waters) or is located in a watershed for which a TMDL has been established, and what the
par-anieter(s) of concern are.
(b) A narrative description of storage practices, loading and unloading activities, outdoor process areas, dust
or particulate generating or control processes, and waste disposal practices. A narrative description of the
potential pollutants which could be expected to be present in the stormwater discharge from each outfall.
(c) A site map drawn to scale (including a distance legend) showing: the site property boundary, the
stormwater discharge outfalls, all on -site and adjacent surface waters and wetlands, industrial activity
areas (including storage of materials, disposal areas, process areas, loading anti unloading areas, and haul
roads), site topography, all drainage features and structures, drainage areas for each outfall, direction of
flow in each drainage area, industrial activities occurring in each drainage area, buildings, existing SMPs,
and impervious surfaces. The site map must indicate the percentage of each drainage area thatis
impervious.
(d) A list of significant spills or leaks of pollutants that have occurred at the facility during the three (3)
previous year's and any corrective actions taken to mitigate spill impacts.
(e) Certification that the stormwater outfalls have been evaluated for the presence of non-stormwater
discharges. The certification statement will be signed in accordance with the requirements found in Part
11, Standard Conditions, Section B, Paragraph 11. The permittee shall re -certify annually that the
stormwater outfalls have been evaluated for the presence of non-storrnwater discharges.
(2) Stormwater Management Elan. The stormwater management plan shall contain a narrative description of
the materials management practices employed which control or minimize the exposure of significant
materials to stormwater, including structural and nonstructural measures. The stormwater management
plan, at a minimum, shall incorporate the following:
(a) feasibility Study. A review of the technical and economic feasibility of clianging the methods of
operations and/or storage practices to eliminate or reduce exposure of materials and processes to
stormwater. Wherever practical, the permittee shall prevent expostu-e of all storage areas, material
handling operations, and manufacturing or fueling operations. In areas where elimination of exposure is
not practical, the stormw rter management plan shall document the feasibility of diverting the stormwater
runoff away from areas of potential contamination.

Pern2it NCO004944
(b) Secondary Containment Requirements and Records. Secondary containment is required for: bulk storage
of liquid materials; storage in any amount of Section 313 of "title Ill of the Superfund Amendments and
Reauthorization Act (SARA) water priority chemicals; and storage in any amount of hazardous
substances, in order to prevent leaks and spills from contaminating stormwater runoff. A table or
summary of all such tanks and stored materials and their associated secondary containment areas shall
be maintained. If the secondary containment devices are connected to stormwater conveyance systems,
the connection shall be controlled by manually activated valves or other similar devices (which shall be
secured closed with a locking mechanism), and any stormwater that accumulates in the containment area
shall be at a minimum visually observed for color, foam, o AUI staining, visible sheens and dry weather
flow, prior to release of the accumulated stormwater. Accumulated stormwater shall be released if found
to be uncontaminated by any material. Records documenting the individual making the observation, the
description of the accumulated stormwater, and the date and time of the release shall be kept for a period
of five years.
(c) BMP Summary. A listing of site structural and non-structural Best Management Practices (BM P) shall be
provided. The installation and implementation of BMPs shall be based on the assessment of the potential
for sources to contribute significant quantities of pollutants to stormwater discharges and data collected
through monitoring of stormwater discharges. The BMP Summary shall include a written record of the
specific rationale for installation and implementation of the selected site BMPs. The BMP Summary shall
be reviewed and updated annually.
(3) Spill Prevention and Response Plan. The Spill Prevention and Response Plan (SPRP) shall incorporate an
assessment of potential pollutant sources based on a materials inventory of the facility. Facility personnel (or
the team) responsible for implementing the SPRP shall be identified in a written list incorporated into the
SPRP and signed and dated by each individual acknowledging their responsibilities for the plan. A
responsible person shall be on -site at all times during facility operations that have the potential to
contaminate stormwater runoff through spills or exposure of materials associated with the facility
operations. The SPRP must be site stormwater specific. Therefore, an oil Spill Prevention Control and
Countermeasure plan (SPCC) may be a component of the SPRP, but may not be sufficient to completely
address the stormwater aspects of the SPRP. The common elements of the SPCC with the SPRP may be
incorporated by reference into the SPRP.
(4) Preventative Maintenance and Good Housekeeping Program. A preventative maintenance and good
housekeeping program shall be developed. The program shall list all stormwater control systems,
stormwater discharge outfalls, all on -site and adjacent surface waters and wetlands, industrial activity areas
(including material storage areas, material handling areas, disposal areas, process areas, loading and
unloading areas, and haul roads), all drainage features and structures, and existing structural BMPs. The
program shall establish schedules of inspections, maintenance, and housekeeping activities of stormwater
control systems, as well as facility equipment, facility areas, and facility systems that present a potential for
stormwater exposure or stormwater pollution. Inspection of material handling areas and regular cleaning
schedules of these areas shall be incorporated into the program. Timely compliance with the established
schedules for inspections, maintenance, and housekeeping shall be recorded in writing and maintained in the
SPPP.
(S) Employee Training. 'Training programs shall be developed and training provided at a minimum on an annual
basis for facility personnel with responsibilities for: spill response and cleanup, preventative maintenance
activities, and for any of the facility's operations that have the potential to contarinate stormwater runoff.
Facility personnel (or team) responsible for implementing the training shall be identified, and their annual
training shall be documented by the signature of each employee trained.
(6) Responsible Party. The Stormwater Pollution Prevention Plan shall identify a specific position(s)
responsible for the overall coordination, development, implementation, and revision to the Plan.
Responsibilities for all components of the Plan shall be documented and position assignments provided.
(7) Plan Amendment. The permittee shall aniend the Plan whenever there is a change in design, construction,
operation, or maintenance which has a significant effect on the potential for the discharge of pollutants to
surface waters. All aspects of the Stormwater Pollution Prevention Plan shall be reviewed and

Permit NC0004944
updated on an annual hasis. The annual update shall include an updated list of significant spills or Ie:1kS of
pollutants for the previous three years, or the notation that no spills have occurred. 'rbe annual update shall
include written re -certification that the storinwater outfalls have been evaluated for the presence of ;.on-
stormwrrter discharges. Each annual Update shall include a documented re-evaluation of the effectiveness of
the BMPs listed in the BMP Summary of the Stormwater Management Plan.
The Director may notify the permittee when the Plan does not meet one or more of the minimum
requirements of the permit. Within 30 days of such notice, the permittee shall submit a time schedule to the
Director for modifying the Plan to meet minimum requirements. The permittee shall provide certification in
writing (in accordance with Part 11, Standard Conditions, Section B, Paragraph I I to the Director that the
changes have been made.
(8) Facility Inspections. Inspections of the facility and all stormwater systems shall occur as part of the
Preventative Maintenance and Good Housekeeping Program at a minimum on a semi-annual schedule, once
during the first half of the year (January to June), and once during the second half (July to December), with at
least 60 days separating inspection dates (unless performed more frequently than semi-annually). These
facility inspections are different from, and in addition to, the stormwater discharge characteristic monitoring
required in Section B. 1. b) below.
(9) Implementation. The permittee shall implement the Plan. Implementation of the Plan shall include
documentation of all monitoring, measurements, inspections, maintenance activities, and training provided
to employees, including the log of the sampling data and of actions taken to implement BMPs associated with
the industrial activities, including vehicle maintenance activities. Stich documentation shall be kept on -site
for a period of five years and made available to the Director or the Director's authorized representative
immediately upon request.
b) MINIMUM MONITORING AND REPORTING REQUIREMENTS
(1) Analytical monitoring of stormwater discharges shall be performed as specified in Table 1. All samples
shall be collected from a discharge resulting from a representative storm event. The required monitoring will
result in a minimum of ten analytical samplings being conducted over the term of the permit at each
stormwater discharge outfall (SDO).
A representative storm event is a storm event that measures greater than 0.1 inches of rainfall.'I'he time
between this storm event and the previous storm event measuring greater than 0.1 inches must beat least 72
hours. A single storm event may have a period of no precipitation of up to 10 hours. For example, if it rains
but stops before producing any collectable discharge, a sample may be collected if the next rain producing a
discharge begins within 10 hours.
(2) If the stormwater is controlled by a detention pond, and that pond discharges only in response to a storm
event exceeding a 25-year, 24-hour storm, the pond shall be considered a non -discharging stormwater control
system and not subject to NPDIS requirements, unless the discharge causes a violation of water quality
standards.
(3) Stormwater samples analyzed in accordance with the terms of this permit shall be submitted on forms
provided by the Director no later than March 1 following the year in which sampling was required to the
DWQ Central Office. Stormwater samples analyzed in accordance with the terms of this permit shrill he
submitted to the Division on Discharge Monitoring Report forms provided by the Director. The permittee
shall also submit an Annual Summary Data Monitoring Report to the appropriate DWQ Regional Office
(RO) by March 1 of each year. 'file subinittal shall be on forms supplied by the Division. Addresses for each
RO can be found here: littp://I)ot-tal.nc(leni-.org/web/wglhome/i•o/
(4) Specific monitoring requirements:
(a) Stormwater from Performance Fibers - Salisbury. Monitoring in "fable 1 applies to all of the stormwater
discharges associated with industrial activity tliat discharge to the surface waters of the state.

Permit NC0004944j
'fable 1. Analytical Stormwater Monitoring Rec uirements
Disc h large '�
ivleasui einet>tL=L
Samp le Y:
Cliaracteristtcsi:
Units ::.
�,-. Fie uenc'; ':.Location3,.
Total Suspended Solids
in I,
semi-annual
Grab
SDO
Biochemical Oxygen Demand (BOD), 5-
da , 20°C
ing/L
semi-annual
Grab
SDO
Total Petroleum Hydrocarbons (TPH),
mg/L
semi-annual
Grab
SDO
EPA Method 1664A SGT-HEM
Total Nitrogen (TN)4
m L
semi-annual
Grab
SDO
Total Phosphorus (TP)4
to L
semi-annual
Grab
SDO
H
standard
1 semi-annual
Grab
SDO
Total Rainfalls
inches
I semi-annual
Rain Gauge
Footnotes:
1 Measurement Frequency: Twice per year during a representative storm event.
2 Grab samples shall be collected within the first 30 minutes of discharge.
3 Sample Location: Samples shall be collected at each Stormwater discharge outfall (SDO) unless representative
outfall status has been granted.
4 The permittee may discontinue monitoring for TN and TP after four (4) consecutive samples if all values are
below the benchmarks in Table 4.
5 For each sampled representative storm event the total precipitation must be recorded. An on -site rain gauge or
local rain gauge reading must be recorded.
The permittee shall complete the minimum 11 analytical samplings in accordance with the schedule specified
below in Table 2. A minimum of 60 days must separate Period 1 and Period 2 sample dates unless monthly
monitoring has been instituted under a Tier Two response.
Table 2. Monitoring Schedule
,�Monitoring�pe�iod?
S�rnpfi ui .mow'
Number
Start
� .r,
Year 1 - Period 1
1
April 1, 2010
June 30, 2010
Year 1 - Period 2
2
July 1, 2010
December 31, 2010
Year 2 - Period 1
3
January 1, 2011
June 30, 2011
Year 2 - Period 2
4
July 1, 2011
December 31, 2011
Year 3 - Period 1
5
January 1, 2012
June 30, 2012
Year 3 - Period 2
6
July 1, 2012
December 31, 2012
Year 4 - Period 1
7
January 1, 2013
June 30, 2013
Year 4 - Period 2
8
July 1, 2013
December 31, 2013
Year 5 - Period 1
9
January 1, 2014
June 30, 2014
Year 5 - Period 2
10
July 1, 2014
December 31, 2014
During Renewal Process'
11+
January 1, 2015
March 30, 2015
Footnotes:
1 If no discharge occurs during the sampling period, the permittee must record "No Flow" on a monitoring report
within 30 days of the end of the sampling period and maintain this record in the SPPP.
2 Maintain semi-annual monitoring during permit renewal process. If at the expiration of this permit, the
permittee has submitted an application for renewal of coverage before the submittal deadline, the permittee will
be considered for renewed coverage. The applicant must continue semi-annual monitoring until the renewed
permit is issued.
(b) Facilities which have any vehicle maintenance activity occurring on -site which uses more than 55
gallons of new motor oil per month when averaged over the calendar year shall perform analytical
monitoring as specified below in Table 3. This monitoring shall be performed at all stormwater discharge

Perini(: NCO004944
outfalls which discharge stormwater runoff from vehicle maintenance areas, in accordance with the
schedule presented in Table 2. All analytical monitoring shall be performed during a representative
Sto1'111 event.
Table 3. Analytical Monitoring Requirements for On -Site Vehicle Maintenance
1)rsch irge Characferistres '''
ikn
Units '
Me isurernent,
` `Sample
S rui1)1e ,
t
a w
�'_
e?
H.re uenc
�T'
Locat1A
H
standard
semi-annual
Grab
SDO
Total Petroleum Hydrocarbons (Ti'ii)'
mg/l
semi-annual
Grab
SDO
EPA Method 1664A SGT-HEM
Total Suspended Solids TSS
m 1
semi-annual
Grab
. SDO
"Total Rainfall4
inches
semi-annual
Rain gauge
New Motor Oil Usage
I gallons/month
I semi-annual
I Estimate
Footnotes:
1 Measurement Frequency: Twice per year during a representative storm event, for each year until either another
permit is issued for this facility or until this permit is revoked or rescinded. If at the end of this permitting cycle
the permittee has submitted the appropriate paperwork for a renewal permit before the submittal deadline, the
permittee will be considered for a renewal application. The applicant must continue semi-annual monitoring
until the renewed hermit is issued. See Table 2 for schedule of monitoring periods through the end of this
permitting cycle.
2 If the stormwater runoff is controlled by a stormwater detention pond a grab sample of the discharge from the
pond shall he collected within the first 30 minutes of discharge from the pond.
3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) that discharges
stormwater runoff from area(s) where vehicle maintenance activities occur.
4 For each sampled representative storm event the total precipitation must be recorded. An on -site or local rain
gauge reading must be recorded.
Monitoring results shall be compared to the benchmark values in 'fable 4. The benchmark values in 'fable 4 are
not permit limits but should be used as guidelines for the permittee's SPI'P. Exceedances of bcnclunark values
require the permittee to increase monitoring, increase management actions, increase record keeping, and/or install
stormwater Best Management Practices (BMPs), as provided in 3. below.
(S) The permittee shall report the analytical results from each sample within the monitoring period. The
permittee shall compare monitoring results to the benchmark values in Table 4. The benchmark values in
Table 4 are not permit limits but should be used as guidelines for the permittee's Stormwater Pollution
Prevention Plan (SPPP). Exceedances of benchmark values require the permittee to increase monitoring,
increase management actions, increase record keeping, and/or install stormwater Best Management Practices
(BMPs) in a tiered program. See the descriptions of Tier One and 'Fier Two.
Table 4. Benchmark Values for Analytical Monitoring
r�' aK a t e r`
I)lisciiaigeChar3cterrstres' a`�Unrts,�,'�
xa�k r:*,^ yPti z ri c �'4
{ .,..
M Benchin7rk
Total Suspended Solids (TSS)
rng/L
100
Biochemical Oxygen Demand (BOD)
rng/L
30
Total Petroleum Hydrocarbons (TPH),
EPA Method 1664A (SGT-HEM)
mg/L
15
Total Nitrogen
m /L
30
Total I'll asl:)horus
mg/L
2
pl.l
standard
6 -

Permit NCOOO4O44,
r, Tier One* r
If: The first valid sampling results are above a benclunark value, or outside of the benchmark range, for any
parameter at any outfall;
Then: The permittee sliall:
3. Conduct a stornwater management' inspection of the facility within two weeks of receiving sampling
results.
2. Identify and evaluate possible causes of the benchmark value exceedance.
3. Identify potential and select the specific: source controls, operational controls, or physical improvements
to reduce concentrations of the parameters of concern, or to bring concentrations within the benchmark
range.
4. Implement the selected actions within two months of the inspection.
5. Record each instance of a Tier One response in the Stormwater Pollution Prevention Plan. Include the
date and value of the benchmark exceedance, the inspection date, the personnel conducting the
inspection, the selected actions, and the date the selected actions were implemented.
If: During the term of this permit, the first valid sampling results from two consecutive monitoring periods are
above the benchmark values, or outside of the benchmark range, for any specific parameter at a specific
discharge outfall;
Then: The permittee shall:
1. Repeat all the required actions outlined above in Tier One.
2. Immediately institute monthly monitoring for all parameters at every outfall where a sampling result
exceeded the benchmark value for two consecutive samples. Monthly (analytical and qualitative)
monitoring shaii continue until three consecutive sample results are below the benchmark values or
within the benchmark range.
3. If no discharge occurs during the sampling period, the permittee is required to record "No Flow" on a
monthly monitoring report to comply with reporting requirements.
4. Maintain a record of the Tier Two response in the Stormwater Pollution Prevention Plan.
During the term of this permit, if the valid sampling results required for the permit monitoring periods exceed the
benchmark value, or are outside the benchmark range, for any specific parameter at any specific outfall on four
occasions, the permittee shall notify the DWQ Regional Office Supervisor in writing within 30 days of receipt of
the fourth analytical results. DWQ may but is not limited to:
+ require that the permittee revise, increase, or decrease the monitoring frequency for the remainder of the
permit;
• require the permittee to install structural stormwater controls;
• require the permittee to implement otherstormwater control measures; or
• require that the permittee implement site modifications to qualify for the No Exposure Exclusion.
(6) if a facility is required to sample multiple stormwater discharge locations, the permittee may petition the
Director to sample at a reduced number of outfalls. These outfalls would be granted "Representative Outfall
Status" (ROS). DWQ may grant Representative Outfall Status if discharges from a single outfall are
representative of discharges from multiple outfalls. Approved ROS will reduce the number of outfalls where
analytical sampling requirements apply. Qualitative observations shall be recorded for all outfall locations.
(7) This site discharges to impaired waters experiencing problems with biological integrity (North Second Creek)
and excessive nutrient loading (High Rock Lake watershed). If a "Total Maximum Daily Load (TMDL) is
approved for this segment of North Second Creek or High Rock Lake, the permittee may he required to
monitor for the pollutant(s) of concern in the future and submit results to the Division of Water Quality. The
Division will consider the monitoring results in determining whether additional BMPs are needed to control
the pollutants) of concern to the rnaximum extent practicable.

Permit INCO004944
11'additional 13MPs are needed to achieve the required level of control, the permittee will he required to (1)
develop a strategy for iIII plernenting appropriate 13MPs, and (2) submit a timetable for incorpoi,ntion of' tIiose
13MPs into the permitted Stornrwater Pollution Prevention Plan.
(8) Qualitative monitoring requires a visual inspection of each stormwater outfall regardless ol'representative
outl'all status and shall he performed as specified in "fable 5, during the analytical monitoring event. [If
analytical monitoring is not required, the perrnittee still must conductsemi-annual qualitative monitoring.]
Qualitative monitoring is for the purpose of evaluating the effectiveness of the Storrnwater Pollution
Prevention Plan (SPPP) and assessing new sources of stormwater pollution.
Table S. Qualitative Stormwater Monitoring. Requirements
Urscliarge'Glia actcr ►sticsyu + , ' ' ' ;'
?1 F're uenc . `:s; ;
t Wnitorin LocaiO,4 t-
Color•
semi-annual
SDO
Odor
semi-annual
SDO
Clarity
serni-annual
SDO
Floating Solids
semi-annual
SDO
Suspended Solids
semi-annual
SDO
Foam
semi-annual
SDO
Oil Sheen
semi-annual
SDO
Erosion or deposition at the outfall
semi-annual
SDO
Other obvious indicators of stormwater
pollution
semi-annual
SDO
Footnotes:
1 Measurement frequency: Twice per year during a representative storm event, for each year antii either
another permit is issued for this facility or until this permit is revoked or rescinded. If at the end of this
permitting cycle the permittee has submitted the appropriate paperwork for a renewal permit before the
submittal deadline, the permittee will be considered for a renewal application. The applicant must continue
serni-annual monitoring until the renewed permit is issued. See Table 2 for schedule of monitoring periods
through the end of this permitting cycle.
2 Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall (SDO)
regardless of representative outfall status.
In the event an atypical condition is noted at a stormwater discharge outfall, the perrnittee shall document the
suspected cause of the condition and any actions taken in response to the discovery. This documentation will he
maintained with the SPPP.
(9) The perrnittee shall record the required qualitative monitoring observations on the SDO Qualitative Monitoring
Report form provided by the Division, and shall retain the completed forms on site. Visual monitoring results
should not he submitted to the Division, except upon DWQ's specific requirement to do so.
c) RECORDS RETENTION
Along with the SIOr"rllwater Pollution Prevention Plan, qualitative monitoring shall be documented and records
maintained at tlfffacility. Copies of analytical monitoring results shall also be riaihtained on -site. The permittee
shall retain records of all monitoring information, including all calibration and maintenance records and ail
original strip chart recordings for continuous monitoring instrurnentation, and copies of all reports required by
this individual I7cr'111it Iar a period of at least S years from the date of the sample, measurement, report or
application. 'this period may be extended by request of the Director at any time.
it) BYPASSING OF STORMWA'IIER CONTROL FACILITIES
Bypass is prohihitcd, :end the Director may take enforcement action against a permittee 1,01, bypass unless:
(L) The bypass was uo�rvoidahle to prevent loss of life, personal injury or severe property ci,urragc: and

Permit NCO004944
(2) There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities, retention of
stormwater or maintenance during normal periods of equipment downtime or dry weather. ']'his condition is
not satisfied if adequate hadwp controls should have been installed in the exercise of reasonable engineering
judgment to prevent a hypass which occurred during normal periods of equipment downtime or preventive
maintenance; and
(3) The permittee submitted notices as required under, Part [I ], Section C of this permit.
If the Director deterinines that it will meet the three conditions listed above, the Director may approve an
anticipated bypass after considering its adverse effects.
e) Stormwater Definitions
(1) Best Management Practices (BMI's)
Measures or practices used to reduce the amount of pollution entering surface waters. BMPs may take the
form of a process, activity, or physical structure. More information on BMPs can be found at:
htti)://cfptib.epa.gov/nudes/stormwater/nienuotl,mps/iiidex.cfni.
(2) Bulk Storage of liquid Products
Liquid raw materials, manufactured products, waste materials or by-products with a single above ground
storage container having a capacity of greater than 660 gallons or with multiple above grouod storage
containers having a total storage capacity of greater than 1,320 gallons.
(3) Municipal Separate Storm Sewere System (M541
A stormwater collection system within an incorporated area of local self-government such as a city or town.
(4) No Exposure
A condition of no exposure means that all industrial materials and activities are protected by a storin resistant
shelter or acceptable storage containers to prevent exposure to rain, snow, snowmelt, or runoff. Industrial
materials or activities inciude, but are not limited to, material handling equipment or activities, industrial
machinery, raw materials, intermediate products, by-products, final products, or waste products. DWQ may
grant a No Exposure Exclusion from NPDES Stormwater Permitting requirements only if a facility complies
with the terms and conditions described in 40 CFR §122.26(g)
(5) Point Source Dischar ee
Any discernible, confined and discrete conveyance, including but specifically not limited to, any pipe, ditch,
channel, tunnel, conduit, well, discrete fissure, container, rolling stock, or concentrated animal feeding
operation from which pollutants are or may be discharged to waters of the state.
(6) Representative Outfall Status
When it is established that the discharge of stormwater runoff from a single outfall is representative of the
discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall status
allows the permittee to perform analytical monitoring at a reduced number of outfalls.
(7) Secondary Containment
Spill containment for the contents of the single,largest tank within the containment structure plus sufficient
freeboard to allow for the 25-year, 24-hour storm event.
(8) Section 313 Water Priority Chemical
A chemical or chemical category which:
(a) Is listed in 40 CFR 372.65 pursuant to Section 313 of Title HI of the Superfund Amendments and
Reauthorization Act (SARA) of 1.986, also titled the Lniergeticy Planning and Community Right -to -Know
Act of 1986,
(b) Is present at or above threshold levels at a facility subject to SARA title ]I], Section 313 reporting
requirements; and
(c) That meets at least one of the following criteria:

Permit NC0004944
(E) Is listed in appendix D of 40 CFR part 1.22 on either Table lI (organic priority polIutants),'1'able III
(certain metals, cyanides, and phenols) or Table IV (certain toxic pollutants and hazardous
substances);
(ii) Is listed as a hazardous substance pursuant to section 311(b)(2)(A) of the CWA at 40 CI-R 116.4;
or
(iii) Is a pollutant for which EPA has published acute or chronic water quality criteria.
(9) Significant Materials
Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic
pellets; Finished materials such as metallic products; raw materials used in food processing or production;
hazardous substances designated under section 1.01(14) of CERCLA; any chemical the facility is required to
report pursuant to section 313 of "Title III of SARA; fertilizers; pesticides; and waste products such as ashes,
slag and sludge that have the potential to be released with stormwater discharges.
(10) Significant Spills
Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities
under section 311 of the Clean Water Act (Ref: 40 CFR 110.10 and CFR 117,21) or section 102 of CE;RCLA
(Ref: 40 CFR 302.4).
(11) Stormwater Associated with Industrial -Activity
The discharge from any point source which is used for collecting and conveying stormwater and which is
directly related to manufacturing, processing or raw material storage areas at an industrial site. Facilities
considered to be engaged in "industrial activities" include those activities defined in 40 CFR 122.26(b)(14).
The term does not include discharges from facilities or activities excluded from the NI"DES program.
(12) Stormwater Discharge Outfal! SDO
The point of departure of stormwater from a discernible, confined, or discrete conveyance, including but not
limited to, storm sewer pipes, drainage ditches, channels, spillways, or channelized collection areas, from
which stormwater flows directly or indirectly into waters of the State of North Carolina.
(13) Stormwater Runoff
The flow of water which results from precipitation and which occurs immediately following rainfall or as a
result of snowmelt .
(14) Total Flow
The flow corresponding to the time period over which the sample collection occurs. The total flow
calculated based on the size of the area draining to the outfall, the amount of the built -upon (impervious)
surfaces within the drainage area, and the total amount of rainfall occurring during the sampling period.
(15) Total Maximum Daily Load (II'MDL)
TM Us are written plans for attaining and maintaining water quality standards, in all seasons, for a specific
water body and pollutant. (A list of approved TMDLs for the state of North Carolina can be found at
htW-. Jh2o.enr.state.nc.usltmdlL)
(16) Vehicle Maintenance Activity
Vehicle rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations, or
airport deicing operations.
(17) Visible Sedimentation
Solid particulate matter, both mineral and organic, that has been or is being transported by water, air,
gravity, or ice from its site of origin which can be seen with the unaided eye.
(18) 25-year, 24 hour storm event
The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once in 25
years.

NPDES Permit Standard Conditions
Page I of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples shall
be representative of the wastewater discharged during the sample period.
Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual AveraV,
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which
is not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
CO fsosite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour
period of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period
.with the time intervals between samples dctermined by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined by use of a flow recorder and
Version 712009

NPDES Permit Standard Conditions
Page 2 of IS
totalizer, and the preset gallon interval between sample collection fixed at no greater than 1/24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. Use of this method requires prior approval by the Director. This method
may only be used in situations where effluent flow rates vary less than 15 percent. The following
restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent
grab samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect
effluent grab samples at least every six hours; there must be a minimum of four samples during a 24-hour
sampling period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. The "daily discharge" concentration comprises the mean
concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all
grab samples collected during that period. (40 CFR 122.2)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWQ or "the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission.
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow
this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the. number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]') shall be considered = 1.
Version 712009

NPDES Permit Standard Conditions
Page 3 of 18
Grab
Individual samples of at least 100 ml collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow_ measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.
Monthly_ Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
The average of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable,
or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic -Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform, the geometric mean of such discharges.
Section B. General Conditions
Duty to Comply
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or .
modification; or denial of a permit renewal application [40 CFR 122.411.
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions
or standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate
the requirement.
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b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or
any requirement imposed in a pretreatment program approved under sections 402 (a) (3) or 402 (b) (8) of the
Act, is subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319•(d) and 40
CFR 122.41 (a) (2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of the
Act, or any condition or limitation implementing any of such sections in a permit issued under section 402 of
the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [33 USC 1319 (c) (1) and 40 CFR 122.41 (a)
(2)]
d. Any person who knowing violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319 (c) (2) and 40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act,
and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309(c)(3)(B)(ii) of the CWA, shall, upon conviction
of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined
up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a) (2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any' of such
sections in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are
not to exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500, Penalties for Class II violations are not to exceed $16,000 per day for each day during which th'e
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC 1219
(g) (2) and 40 CFR 122.41 (a) (3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41 (d)].
3. Civil and Criminal Liabili
Except as provided in permit conditions on "Bypassing" (Part II. C. 4), "Upsets" (Part 11. C. 5) and "Power
Failures" (Part If. C. 7), nothing in this permit shall be construed to relieve the Permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309
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of the Federal Act, 33 USC 1319. Furthermore, the Permittee is responsible for consequential damages, such as
fish kills, even though the responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Pernttee is responsible for
consequential damages, such as Fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any
exclusive privileges, nor does it authorize any injury to. private property or any invasion of personal rights, nor
any infringement of Federal, State or local laws or regulations [40 CFR 122.41 (g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
7. Severa ili
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the
Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41 (h)].
9. Duty to Reaply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
10. Expiration of Permit
The Perrittee is not authorized to discharge after the expiration date. In _order to receive automatic
authorization to discharge beyond the expiration date, the Permittee shall submit such information, Forms, and
fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date.
Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject
the Permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in
charge of a principal business function, or any other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production, or
operating Facilities, provided, the manager is authorized to make management decisions which govern the
operation- of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
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term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather complete and accurate information for
permit application requirements; and where authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
1. The authorization is made in writing by a person described above;
2. The authorization specified either an individual or a position having responsibility for the overall
operation of the regulated facility or activity, such as the position of plant manager, operator of a well or
well field, superintendent, a position of equivalent responsibility, or an individual or position having
overall responsibility for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.); and
3. The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility for the overall operation of the facility, a new
authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director
prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CFR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE
ACCEPTED:
"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."
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned
changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41 (0].
13. Permit Modification. Revocation and Reissuance. or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Tide 15A of the North Carolina
Administrative Code, Subchapter 2H.0100; and North Carolina General Statute 143-215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H.0105 (b) (2)
may cause this Division to initiate action to revoke the permit.
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Section C. Operation and Maintenance of Pollution Controls
Certified Operator
Upon classification of the permitted facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the grade
of the system [15A NCAC 8G.02011.
The ORC of each Class I facility must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class II, III and IV facility must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating the
operator in responsible charge:
a. Within 60 calendar days prior to wastewater being introduced into a new system
b. Within 120 calendar days of:
➢ Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC
➢ A vacancy in the position of ORC or back-up ORG
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing;
facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or used by the Permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and
maintenance of the facility, and all documentation required thereof, whether acting as a contract operator
[subcontractor] or a member of the Permittee's staff.
3. Need to Halt or Reduce no_t_a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
/reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41
(CA
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
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The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
Notice [40 CFR 122.41 (m) (3)] i
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II. E. 6. (24-hour notice).
c. Prohibition of Bypass
(1} Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(13) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
Upsets
a. Effect of an upset [40 CFR 122.41 (n) (2)]: An upset constitutes an affirmative defense to an action
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. of this condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is 'final administrative action
subject to judicial review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or
other relevant evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II. E. 6. (b) of tlLis permit.
(4) The Permittee complied with any remedial measures required under Part 11. B. 2., of this permit.
c. Burden of proof [40 CFR 122.41 (n) (4)]: The Permittee seeking to establish the occurrence of an upset
has the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States. The Permittee
shall comply with all existing Federal regulations governing the disposal of sewage sludge. Upon promulgation of
40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
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reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR 503. The
Permittee shall comply with applicable 40 CFR 503 Standards for the Use and Disposal of Sewage Sludge (when
promulgated) within the time provided in the regulation, even if the permit is not modified to incorporate the
requirement. "flee Pertnittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 21-1.0124) to prevent
the discharge of untreated or inadequately treated wastes during electrical power failures either by means of
alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of
the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period the sample represents. All samples shall be taken at the
monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is diluted
by any other wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority [40 CFR 122.41 (j)].
2. Rel oa rung
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR I, 1.1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of
these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3, Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I
of this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://li2o.enr.state,nC.us/lab/cert.litm) for information
regarding laboratory certifications.
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Personnel conducting testing of field -certified parameters must hold the appropriate field parameter
certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to
NCGS 143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to
Section 304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.411.
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level) approved method must
be used.
5. Penalties for Tamnerin
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a Fine of
not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both.
If a conviction of a person is for a violation committed after a first conviction of such person under this
paragraph, punishment is a Fine of not more than $20,000 per day of violation, or by imprisonment of not more
than 4 years, or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge
use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40
CFR 503), the Permittee shall retain records of all monitoring information, including
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information [40 CFR 122.41j:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting
as a representative of the Director), upon the presentation of credentials and other documents as may be required
by law, to;
a. Enter upon the Permittee's premises where a regulated facility or activity is located or conducted, or where
records must be kept under the conditions of this permit;
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b. 1-lave access to and copy, at reasonable times, any records that must be kept under the conditions of this
permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the MA, any substances or parameters at any location [40 CFR 122.41 (i)].
Section E� Reporting Requirements
1. Chafe in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. I7ie discharge
of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall
constitute a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or
additions to the permitted facility [40 CFR 122.41 (1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42 (a) 0).
c. The alteration or addition results in a significant change in the Pernuttee's sludge use or disposal practices,
and such alteration, addition or change may justify the application of permit conditions that are different
from or absent in the existing permit, including notification of additional use or disposal sites not reported
during the permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.410) (2)].
4. Transfers
This permit is not transferable to any person without approval from the Director. The Director may require
modification or revocation and reissuance of the permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessary under the CWA [40 CFR 122.410) (3)].
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 (I) (4)1.
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
6. Twenty-four Flour Reporting
a. The Perrivttee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written
submission shall contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance [40 CFR 122.410) (6)].
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b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted. The reports shall contain the information listed in Part II. E. 6. of
this permit [40 CFR 122.41 0) (7)1.
S. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information [40 CFR 122.41 (1) (8)]_
9. Noncompl ance_Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following.
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of
all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making
any false statement on any such report may result in the imposition of criminal penalties as provided for in
NCGS 143-215.1 (b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more
than $25,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR
122.41).
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C).
The report shall summarize the performance of the collection or treatment system, as well as the extent to which
the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality.
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The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon
which annual period is used for evaluation.
"Ilse report shall he sent to:
NC DENR / DWQ / Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not continence construction of wastewater treatment facilities, nor add to the planes treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless the Division has issued an
Authorization to Construct (AtC) permit. Issuance of an AtC wiL not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B._ Groundwater Monitor
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42);
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent
basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
0) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms
per liter (500 µg/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenoi; and one milligram per liter
0 mg/L) for antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or
infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the
highest of the following "notification levels';
0) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (l mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Permittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound
alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms
and conditions of the NPDES permit or governing rules, regulations or laws, the Permittee shall submit a report in
such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of
notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system
covered by this permit. `The Division may require specific measures during deactivation of the system to prevent
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NPDES Permit Standard Conditions
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adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part iI of this permit, the following defintions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (b) (i) and (j)]
Interference
Inhibition or disruption of the P0-1AV treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the POTN}V's NPDES Permit or prevents sewage sludge use
or disposal in compliance with specified applicable State and Federal statutes, regulations, or permits. [15A NCAC
21-1.0903 (b) (13)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the POTW's NPDES permit, or of an instream water quality standard. [15A NCAC 2H.0903 (b) (23)]
Publicly Owned Treatment Works (POT\
A treatment works as defined by Section. 212 of the CWA, owned by a State 'or local government entity. This
definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes sewers, pipes, and other conveyances only if they
convey wastewater to a POTW. The term also means the local government entity, or municipality, as defined in
section 502(4) of the CWA, which has jurisdiction over indirect discharges to and the discharges from such a
treatment works. [15A NCAC 2H.0903 (b) (27)]
"Significant Industrial_ User" or "SIU"
An industrial user that discharges wastewater into a publicly owned treatment works and that [15A NCAC 2H.0903
(b) (34)]:
(a) discharges an average of 25,000 gallons or more per day of process wastewater to the POTW (excluding
sanitary, noncontact cooling and boiler blowdown wastewaters) or;
(b) contributes more than 5 percent of the design flow of the PO'IW treatment plant or more than 5 percent of
the maximum allowable headworks loading of the POTW treatment plant for any pollutant of concern, or;
(c) is required to meet a national categorical pretreatment standard, or;
(d) is, regardless of Parts (a), (b), and (c) of this definition, otherwise determined by the POTW, the Division, or
the EPA to have a reasonable potential for adversely affecting the POTNVs operation or for violating any
pretreatment standard or requirement or POT%V's receiving stream standard, or to limit the POTW's sludge
disposal options.
Section B. Publicly Owned Treatment WQrks(POTWs)
All POT \Vs are required to prevent the introduction of pollutants into the POTNV which will interfere with the
operation of the POTW, including interference with its use or disposal of municipal sludge, or pass through the
treatment works or otherwise be incompatible with such treatment works. [40 CFR 403.2]
All POTWs must provide adequate notice to the Director of the following [40 CI R 122.42 (b)]:
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NPDES Permit Standard Conditions
Wage 15 of 18
1. Any new introduction of pollutants into the POTW from an indirect discharger, including pump and
hauled waste, which would be subject to section 301 or 306 of CWA if it were directly discharging those
pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact that may result from the change of the
quantity or quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from industries
using the municipal system may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water
quality standards.
2. Prohibited Discharges
a. Under no circumstances shall the Permittee allow introduction of pollutants or discharges into the waste
treatment system or waste collection system which cause or contribute to Pass Through or Interference
as defined in 15A NCAC 2H.0900 and 40 CFR 403. [40 CFR 403.5 (a) (1)]
b. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment or waste collection system [40 CFR 403.5 (b)]:
1. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261,21;
2. Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with
pH lower than 5.0, unless the works is specifically designed to accommodate such discharges;
3. Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting
in Interference;
4. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a
flow rate and/or pollutant concentration which will cause Interference with the POTW;
5. Heat in amounts which will may inhibit biological activity in the PO17W resulting in Interference,
but in no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds
40°C (104'F unless the Division, upon request of the POW, approves alternate temperature
limits;
6. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
7. Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a
quantity that may cause acute worker health and safety problems;
8. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
C. The Permittee shall investigate the source of all discharges into the VPNTP, including slug loads and
other unusual discharges, which have the potential to adversely impact the permittee's Pretreatment
Program and/or the operation of the WW113.
The Permittee shall report such discharges into the WW 1'P to the Director or the appropriate Regional
Office. Any information shall be provided orally within 24 hours from the time the Permittee became
aware of the circumstances. A written submission shall also be provided within 5 days of the time the
Permittee becomes aware of the circumstances. The written submission shall contain a description of
the discharge, the investigation into possible sources; the period of the discharge, including exact dates
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and times; and if the discharge has not ceased, the anticipated time it is expected to continue; and steps
taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance,
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance
by the Permitter with all applicable effluent limitations. Such actions by the Permittee may be necessary
regarding some or all of the industries discharging to the municipal system.
The Permittee shall require any industrial discharger sending its effluent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act as amended (which
includes categorical standards and locally derived units and narrative requirements). Prior to accepting
wastewater from any significant industrial user, the Permittee shall either develop and submit to the Division a
new Pretreatment Program or a modification of an existing Pretreatment Program, for approval as required
under section D below as well as 15A NCAC 2H.0907 (a) and (b). [40 CFR 122.44 0) (2)]
This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POTW Pretreatment Program or to include a compliance schedule for the development of a POTW
Pretreatment Program as required under Section 402 (b) (8) of the CWA and implementing regulations or by
the requirements of the approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402 (b) (8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3 (14) and implementing regulations 15A NCAC 2H.0900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the Pretreatment
Program Submittal are an enforceable part of this permit. [40 CFR 122.44 0) (2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402 (b) (8) of the MA,
40 CFR 403, 15A NCAC 2H.0900, and the legal authorities, policies, procedures, and financial provisions contained
in its pretreatment program submission and Division approved modifications thereof Such operation shall include
but is not limited to the implementation of the following conditions and requirements. Terms not defined in Part II
or Part IV of this permit are as defined in 15A NCAC 2H.0903 and 40 CFR 403.3.
Sewer Use Ordinance (SUOi
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 2I-I.0905 and .0906; 40 CFR 403.8 (0 (1) and 403.9 (1), (2)]
2. Industrial Waste Survey(IWS)
The permittee shall implement an lWS consisting of the survey of users of the POTW, as required by 40 CFR
403.8 (0 (2) (i-iii) and 15A NCAC 2H.0905 [also 40 CFR 122.44 0) (1)], including identification of all industrial
users and the character and amount of pollutants contributed to the POTW by these industrial users and
identification of those industrial users meeting the definition of SIU. The Permittee shall subtrut a summary of
its IWS activities to the Division at least once every five years, and as required by the Division. The IWS
submission shall include a summary of any investigations conducted under paragraph B, 2, c, of this Part.
3.1 Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data
to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific
pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Part 1I,
Section D, and Section E.5.). [15A NCAC 2H.0906 (b) (2) and .0905]
4. Headworks Anal sis FIWA and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
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NPDES Permit Standard Conditions
Page 17 of 18
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5 (c) and 15A NCAC.2H.0909, specific Local Limits to implement the
prohibitions listed in 40 CFR 403.5 (a) and (b) and 15A NCAC 2H.0909.
5. Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, permits for
operation of pretreatment equipment and discharge to the Permittee's treatment works. These permits shall
contain limitations, sampling protocols, reporting requirements, appropriate standard and special conditions,
and compliance schedules as necessary for the installation of treatment and control technologies to assure that
their wastewater discharge will meet all applicable pretreatment standards and requirements. The Permittee
shall maintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits from
all IUPs. Permitted IUP Ioadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 2H.0909, .0916, and .0917; 40 CFR 403.5, 403.8 (0 (1) (if ); NCGS 143-
215.67 (a)]
6. Authorization to„Construct (AtQ
The Permttee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable industrial
users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (IUP) limitations. [15A NCAC 2H.0906 (b) (6) and .0905; NCGS 143-
215.1 (a) (8)]
7. POTW Inspection & Monitoring of their IUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial users,
compliance with applicable pretreatment standards. [15A NCAC 2H .0908(d); 40 CFR 403.8(f)(2)(v)], The
Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit -limited
pollutants, once during the period from January 1 through June 30 and once during the period from
July 1 through December 31, except for organic compounds which shall be sampled at least once per
calendar year; For the purposes of this paragraph, "organic compounds" means the types of
compounds listed in 40 CFR 136.3(a), Tables IC, ID, and IF, as amended.
8. IU Self Monitoring and Reporting
The Permittee shall require all industrial users, to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or
in 15A NCAC 2H .0908. [15A NCAC 2H .0906(b)(4) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.440)(2)]
9. of rcement Response Plan RP
The Permittee shall enforce and obtain .appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 Cl-R 403.5 and 15A NCAC 2H .0909, and specific local limitations. All
enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the Division.
[15A NCAC 2H ,0906(b)(7) and .0905; 40 CFR 4038(f)(5)]
10. Pretreatment Annual Reports (PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be required to
submit a partial annual report or to meet with Division personnel periodically to discuss enforcement of
pretreatment requirements and other pretreatment implementation issues.
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NPDES Permit Standard Conditions
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For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual
Report (PAR) describing its pretreatmetrt activities over the previous twelve months to the Division at the
following address:
NC DENR / DWQ / Pretreatment, Emergency Response, and Collection Systems Unit (PERCS)
1617 Mail Service Center
Raleigh, NC 27699-1617
These reports shall be submitted according to a schedule established by the Director and shall contain the
following:
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Industrial Users (IUs) in Significant
Non -Compliance (SNC);
b.) Pretreatment Progrram Summary (PPS)
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.) Significant Non-C m fiance Re ort SNCR
The nature of the violations and the actions taken or proposed to correct the violations on specific forms
approved by the Division;
d.) Industrial Data Summary Forms (IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial User (SIU)
and any monitoring data for other industrial Users (IUs) in SNC. These analytical results must be
reported on Industrial Data Summary Forms (IDSF) or other specific format approved by the Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public
notice of lUs in SNC, and any other information, upon request, which in the opinion of the Director is
needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users (IUs) that were in Significant Non -Compliance
(SNC) as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable pretreatment
requirements and standards during the previous twelve month period. This list shall be published within four
months of the applicable twelve-month period. 15A NCAC 2H .0903 35 .0908 5 and .0905 and 40
CFR 403.88( (2)(vii)1
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, water quality records, and records of industrial impact on the
POTW. [15A NCAC 2H .0908(0; 40 CFR 403.12(o)]
13. Funding and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives of its approved
pretreatment program. [15A NCAC 2H .0906(a) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications,
POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be
considered a permit modification and shall be governed by 15 NCAC 214.0114 and 15A NCAC 2H .0907.
Version 712009

Whole Effluent Toxicity Testing Self -Monitoring Summary April 8, 2010
FACILITY REQUMLmENT
YEAR JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
PCS Phosphate Company Inc.-005 48hr LC50 monthly ac rnortit fthd or mysid - NOFthd48Ac
2006 -
-
-
-
-
-
--
-
-
-
-
>100
NCOW3255/005 Begin 6/2912D06 Frequency: hl NonComp:
2007 1100
>100
>lao
>10o
H
H
-
-
-
-
H
H
Cursory: Beaufort Region: WARD Subbasin: TAR07
2003 H
-
H
H
H
H
H
H
H
H
H
H
PF: NA spxi d
2009 H
H
H
H
H
-
-
-
-
-
-
-
7Q10: NA IWC(%) 0
2010 -
---
PCS Phosphate Company Ina-007 48hr LC50 monthly ac =nit fthd or mysid Fthd4SAc
2006 >100
>too
>%00
>100
>100
>100
>100
>100
>100
>100
>100
, •100
NC0003255f007 Begin 3II/2005 Frequency: M NonComp_
2007 >100
>100
>100
>1o0
>100
>100
>100
>100
>100
>100
>10o
>100
County: Beaufort Region: WARO Subbesin:TAR07
2008 >100
>10o
>$00
>100
>100
>100
>10o
>100
>to0
>JD0
>100
>100
PF: VAR Sp ral
2009 >100
>100
>100
>too
>100
>100
'too
>100
,loo
>100
>100
>100
7Q10- TIDAL IWCC%) NA Order:
2010 >100
>too
.
PCS Phosphate Company Inc: 100 48hr LC50 monthly ac manit fthd or mysid Fthd4SAc
2006 >100
>100
>%00
>100
>100
a100
>700
>Io0
>100
>100
>100
>100
NC00032551100 Begin 3/I12005 Frequency: M NonComp:
2007 >100
>100
>100
>100
>100
>100
>100
>100
>100
>100
>100
>100
County- Re ufort Region. WARD Subbastn:TAR07
2=8 >100
.100
>t0o
>100
.100
.100
-100
>100
>100
-too
1100
>100
PF: Spceid
2009 >100
H
H
H
H
H
H
H
H
H
H
H
7QI0: IWCCA) Ord-
2010 H
H
Pembmke \YR"FP chr lim- 1-7%
Cen7dPF
2006 Pas.
- -
Pass
- -
Pass
-
- Paaa
- -
N00027103lDDI Begin 10/112009 Frequency: Q lan Apr Jul Oct
+ NonComp Single
2007 Pass
-- -
Pass
- -
Pass
-
- Pass
- -
Counry: Robeson Region: FRO Subbasin: LUM51
2005 Pau.>6.4CP1
- -
Pass,>6.8(P)
- -
Pass
---
- >6.6(P),Pass
-» -
PF: 1,33 SPecid
2009 Pass
- -
pass
- -
Pass
---
- Pass
--- -
7QW: i20 IWC(5:) 1.7 Ordr:
2010 Pass
-
Pentecostal Holiness Church chr lim: 31%
Cen7dPF
2006 -
Pass -
-
Fag 74.7
to.%
Pass
- -
It... -
NC00a68091001 Begin 6/112001 Frequency, Q Feb May Aug Nov
+ NonComp:Single
2007 -
P... -
---
Fad 78.7
>100
Pa..
- ---
Pass -
County Guilford Region: WSKO Subbnin:CPF01
2005 -
Pa.. -
-
Pas. -
-
FAY
>100 >$Do
Pas. -
PF. 0.02 SF .)
2009 -
Pass -
-
P... -
-
Fag
79.7 ,7.75
Pa.. -
7Q10:0.07 IWC(`/.)10.6 CO..
2010 -
Pass
Perdue Inc. Lelriston chr lim: 3.0 NIGD (ri) 0.4j%, 5 0 MGD A 0.51%Ceri7dPF
V 2006 Pau
- -
Pass
- -
Pass
-
- Pass
-- ---
NC00288351001 Begin 2/1/2003 Frequency, Q Jan Apr Jul Oct
+ NonComp:Single
2007 Pass
- -
Pass
- -
Pass
-
- Pas.
- -
Cornty: Berne Region: WARO Subbwin: ROADS
2008 Pass
- -
Pass
- -
Pass
--
-- Pass
-- -
PF: 3.0 5p-1
2009 pas.
- -
Pass
- -
Pass
-
- Pas.
- -
7Q10: 1102 IWC(Y.)0,42 Order.
2010 Pus
-
'
Performance Fiber(INVISfA-Salisbury) chr lim: 34%
Ceri7dPF
2006 -
pas. -
-
Pass -
-
Pas.
- -
Pass
NC0004944/001 Begin 2/1/2006 Frequency: Q Feb May Aug Nov
+ No"Comp:Single
2007 -
Pass -
-
Pas. -
-
Pass
- -
Pass -
County_ Rowan Region: MRO Subbasiry YAD06
2008 -
Pass -
-
Pass -
--
Pass
- -
Pas. -
PF: 2.305 SP-1
2009 -
Pass -
-
Pas. ---
-
Fad
>100 >68
Pass -
7Q10:6.9 IWC(°/.)34,09 Cud"
2010 -
Pass
Performance Fiber, Inc chr lint 0,94% Ceri7dPF 2006 Paaa - - Pass - - Pass - - Paa. - -
NC00018991001 Begin 41112DD7 Frequency: Q Jan Apr Jul Oct NonComp:Single 2007 Pas. - - Paas - - Pass - - Pass -- --
County_ Chatham Region: RRO Subbasiw CPF07 2009 Paa. - - Pas. - - Pau - - Pass - -
PF: 0.244 "petal 2009 Pns - - Pau - - Pa.. - - Paa. - -
7Q10:40 IwC(./.)0.94 Orden 2010 Pass -
��I 1• "f
1,
Perfer mance Fibers, Inc- 24hr LC50 ac monit cpis fthd
Fthd24Ac
2006 -
- -
>90 --
-- - - - - -
NC00018991002 Begin 4fU2007 Frequency: A
NonComp'
2007 -
- -
,100 - -
- - - - - -
County: Chatham Region: RRO 4ubbasiw CPF07
2002 --
-- ---
- - -
- - - - - -
PF: NA Specnl
2009-
7Q10. 0o IWC(%)NA awn
2010 -
-
Perquimarrs County - Bethel 4471? a, mono: 90%
Ceri7dPF
2006 -
Fa4 -
- raj -
- Fail - - F.4 ---
NC006S86U0P1 Begin 11112D05 Frequency: Q Feb May Aug Nov
+ NonComp:
2007 -
Fail -
-- Fag ---
- Fad - - Fell -
County: Perquimans Region: WARO Subbasin: PAS52
2008 -
Fall -
- Fad -
- Fag - - Fal --
PF: 0.060 Sp —I
2005 -
Fat -
- Fai -
- Fad - - Fail -
7Q10_ Tidal IWC(Y.)NA Coda:
2010 -
Fail
Perquinl2w County - Winfall WTP Chr JloniF 9M, Cen7dPF
2006 -
Fad -
- FA -
- Fad -
-- Fad -
NCO05i3731061 Begin 6/1/2008 Frequency:0 Feb May Aug Nov + NonComp
2007 -
Fail -
- Fad -
- Fad -
- Fad -
County Purquimans Region: WARO Subbasin: PAS52
2009 -
Fail -
- Fai -
- Fad -
-- Fall ---
PF: 0.035 SP-1
2009 -
Fad -
- Fai -
- Fad -
- F.4 -
7Q10: 0 IWC(-) 100
2010 -
Pa.a
V Pre 2006 Data
LCC EN D:
PER,NI = Permit Requirement LET = Administrative Letter - Target Frequency Monitoring frequency: Q- Quarterly; M- Monthly; BM- Bimonthly; SA- Semiannually; A- Annually; OWD- Only when discharging; D- Discontinued monitoring requirement
Begin = First month requited 7Q 10 a Receiving stream low flow criterion (cfs) r a quarterly monitoring increases to monthly upon failure or NR Months that tearing most occur - ex- Jan, Apr, Jul, Oct NonComp = Current Compliance Requirement
PF - Permitted flow (h1GD) IWC%- lnsueam waste concentration P/F PasslFail test AC a Acute CHR - Chronic
Data Notation: f - Fathead Minnow; • - Cenodaphnia sp.; my - Mysid shrimp; ChV - Chronic value; P - Mortality of stated percentage at highest concentration; a1 - Performed by DW Q Aquatic Tox Unit. In - Bad test
Reporting Notation: --- = Data not required; NR - Not reported Facility Acttiiry Slams: I - Inactive, N -Newly Issued(fo construct); H - Active but not discharging; t-More data available for month in question; = ORC signuum needed
- 37
1 *«

MONITORING REPORT(MR) VIOLATIONS for:
Report Date: 06/23110 Page; 2 of 2
Permit:,NC0004944='y T k=fv1Rs^86 ededn: 1'-2006 'ands `5 2010, kAReglon:;°� r ._ rq .��'t�- fiolaiiori'Calegory �imit;Violation F1' ProgramYCatego"ry °� �w
acltity Name Par_am Name.°� ,� ounty °6 �Subbasm� Violat�an Action h {"
Major Minor
PERMIT: NCO004944
FACILITY: Performance Fibers Operations Inc - Performance Fibers
COUNTY: Rowan
REGION: Mooresville
Operations, Inc.
Limit Violation
/}
J G'"f J ,_'cK
jK(�
NAfZ�—_
_ r� e_
��Z
i ��^ �l p�.ti1 e
r
f /i
'L
►1
_ ,f
MONITORING
OUTFALL 1
L�rC. r
/ VIOLATION
UNIT OF
CALCULATED
REPORT
PPl
LOCATION
PARAMETER
DATE
FREL2UENCY
MEASURE LIMIT
VALUE
%OVER
LIMIT VIOLATION TYPE
VIOLATION ACTION
04 _ 2010
001
Effluent
pH
04/03/10
3 X week
su
6
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
pH
04/04/10
3 X week
Su
6
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
PH
04/06/10
3 X week
Su
6
0
100
Daily Minimum Not Reached
None
04 _2010
001
Effluent
PH
04/08/10
3 X week
su
6
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
PH
04/10/10
3 X week
su
6
0
100
Daily Minimum.Not Reached
None
04 -2010
001
Effluent
pH
04/11/10
3 X week
su
6
0
100
Daily Minimum Not Reached
None
04 -2010'
001
Effluent
PH
04/13/10
3 X week
Su
6
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
PH
04/15/10
3 X week
su
6
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
PH
04/17/10
3 X week
su
6
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
pH
04/18/10
3 X week
su
6
0
100
Daily Minimum Not Reached
None
04 -2010,
001
Effluent
PH
04/20/10
3 X week
Su
6
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
PH
04/22/10
3 X week
Su
6
0
100
Daily Minimum Not Reached
None
04 _2010
001
Effluent
pH
04/24/10
3 X week
su
6
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
PH
04/25/10
3 X week
su
6
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
PH
04/27/10
3 X week
Su
6
0
100
Daily Minimum Not Reached
None
04 _2010
001
Effluent
PH
04/29/10
3 X week
su
6
0
100
Daily Minimum Not Reached
None

MONITORING REPORT(MR) VIOLATIONS for:
Report Date: 06/23/10 Page: 1 of 2
PERMIT: NC0004944 FACILITY: Performance Fibers Operations Inc - Performance Fibers COUNTY: Rowan REGION: Mooresville
Operations, Inc.
Limit Violation
MONITORING
OUTFALL /
VIOLATION
UNIT OF
CALCULATED
REPORT
PPI
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT
VALUE
V.OVER LIMIT
VIOLATION TYPE
VIOLATION ACTION
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/01/10
3 X week
mg/1
5
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/03/10
3 X week
mg/I
5
0
100
Daily Minimum Not Reached,
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/04/10
3 X week
mg/I
5
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/06/10
3 X week
mg/1
5
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/08/10
3 X week
mg/l
5
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/10/10
3 X week
mg/I
5
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/11/10
3 X week
mgll
5
0
100
Daily Minimum,Not Reached
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/13/10
'3 X week
mg/1
5
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/15/10
3 X week
mg/l
5
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/17/10
3 X week
mgll
5
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/18/10
3 X week
mg/1
5
0
100
Daily Minimum Not Reached
!None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/20/10
3 X week
mg/I
5
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/22/10
3 X week
mgll
5
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/24/10
3 X week
mgm
5
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/25/10
3 X week
mgll
5
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
DO, Oxygen, Dissolved
04/27/10
3 X week
mg/I
5
0
100
Daily Minimum Not Reached
None
04 _ 2010
001
Effluent
DO, Oxygen, Dissolved
04/29/10
3 X week
mg/I
5
0
100
Daily Minimum Not Reached
None
04 -2010
001
Effluent
pH
04/01/10
3 X week
su
6
0
100
Daily Minimum Not Reached
None

DENR/DWQ FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NCO004944
Facility Information
Applicant/Facility Name:
Performance Fibers Operations, Inc. (formerly INVISTA, S.a.r.l.;
KOSA; and Hoechst Celanese
Applicant Address:
P.O. Box 4, Salisbury, NC 28145-0004
Facility Address:
7401 Statesville Blvd., Salisbury, NC 28147
Permitted Flow
2.305 MGD
Type of Waste:
90% Industrial, 10% Domestic
Facility/ Permit Status:
Existing renewal without expansion
County:
Rowan
N }. •'a
Streani'ChaxacteristicsM'f
Receiving Stream
North Second Creek
Summer 7Q 10 (cfs)
6.9
303(d) Listed?
No
Winter 7Q10 (cfs):
23
Stream Classification
C
Average Flow (cfs):
116
Sub -basin
03-07-06
IWC (%) @ 2.305 MGD:
34
Drainage Area (mi2):
116
8-Digit HUC
03040102
Regional Office:
Mooresville
Permit Writer:
Julie Grzyb
USGS Topo Quad:
I Salisbury
Date
June 23, 2010
Proposed Changes
Reduced BOD5 and TSS limitations in accordance with 40 CFR 414, Subparts C and D.
Removed iron and manganese monitoring.
Revised OCPSF 40 CFR 414, Subpart I requirements, and include updated chronic and
human health standards.
Background
On March 8, 2008 INVISTA, S.a.r.l, was acquired by an affiliate of Performance Fibers Holdings, Inc. A
permit modification recognizing the name change was issued on April 18, 2008. Prior to INVISTA,
S.a.r.l. the facility was known as KOSA and prior to that it was owned by Hoechst Celanese. Hoechst
Celanese is still the owner of the groundwater remediation site and has an agreement to discharge
treated groundwater into the wastewater treatment system owned and operated by Performance Fibers.
Performance Fibers has applied for a renewal of the NPDES permit for its Salisbury facility. The facility
manufactures polyester resin and polyyester fiber. As such, 40 CFR 414.30 and 414.40 (OCPSF federal
guidelines) are applicable. Primary raw materials include terephthalic acid, ethylene glycol, and fiber
finish oils.
Historically, the site produced polyester staple, filament and chip. Production has steadily declined in
the past 10 years and now the only product manufactured is polyester filament. The filament is used to
reinforce rubber goods such as automotive tires, v-belts, seat belts, etc. This decline in production has
resulted in the shut down of roughly one half of the site. The staple operation has been completely shut
down.
The facility was originally permitted in 1980 at a flow of 1.2 MGD. In 1992 a flow modification request
accompanied the permit renewal application. At that time, Hoechst Celanese requested an increase in
total flow from 1.2 MGD to 2.305 MGD to accommodate the discharge of remediated groundwater
associated with a RCRA site stabilization plan. During the same period, USGS was requested to
evaluate critical low flows and the average flow of the receiving stream. The flows provided by USGS
were half what they had been when the permit was developed at •1.2 MGD. DWQ mod@led the
wastewaters in 1993 and established water quality based limits for BOD and ammonia nitrogen.
Themost recent renewal application did not request any modification to the NPDES permit nor are any
substantive modifications proposed.
NC00041)44 KI'DES F,ict Shcct
Page I

Performance Fibers discharges to North Second Creek which is part of the Yadkin -Pee Dee River Basin.
It is not listed on the 303(d) list of impaired waters. As a member of the Yadkin Pee Dee River Basin
Association, Performance Fibers collects in -stream data at two stations. The upstream station,
Q4030000, is located on Second Creek at Highway 81 and Sherrills Ford Road upstream of both
Performance Fibers and the Second Creek WWTP. The downstream station, Q4165000, is located on
Second Creek at US 61 near Salisbury and is downstream of both facilities. Ambient data from 2006
through 2009 show some increase in turbidity downstream. In June of 2008 Performance Fibers
started collecting effluent turbidity samples 4-5 times per month. All samples have shown the effluent
turbidity at less than 20 NTU's.
Wasteload_Allocation Summary
According to the NPDES permit application, approximately 0.466 MGD of wastewater is expected to be
generated on any given day. Due to a decrease in production this flow is 44% lower than the wastewater
flow used in the previous permit limit calculations. Current wastewater flow is broken down into the
following components:
Sanitary:
WTP Blowdown
Boilers & Chillers
Finish
Bandcaster
Cooling towers
Process
Groundwater
Process Stormwater
0.049 MGD
0.053 MGD
0.047 MGD
0.057 MGD
0.057 MGD
0.095 MGD 0 317 MGD or 68%
0.057 MGD
zero MGD
0.051 MGD
0.466 MGD Total
In accordance with EPA guidance, a long-term average process wastewater flow was estimated using
data from August 2006 - August 2009. The long-term average was estimated to be 0.472 MGD. Of that,
approximately 68% is considered process. Finish wastewaters, making up approximately 181/6 of the
process wastewater, are produced from fiber manufacturing and are regulated by 40 CFR 414, Subpart
C. The remaining 82% of process wastewater comes from bandcaster, contact cooling towers, resin
processing, and process stormwater and are regulated by 40 CFR 414, Subpart D. Currently,
groundwater is not being treated or discharged but the facility wishes to keep this option available. The
attached spreadsheet summarizes the guideline calculations and long-term average flow determination.
Effluent limitations listed in this permiit renewal for TSS and BODs are based on OCPSF effluent
guidelines. NH3-N remains water quality limited.
It should be noted that water quality based limits for BOD were determined for the 1993 permit
application based on DWQ's draft wasteload allocation dated May 24, 1993. DWQ's modeling analysis
predicted a minimum DO of 5 mg/L based on a discharge of 1.574 MGD, 131 lb/day BOD5, and 17
lb/day ammonia nitrogen. The modeling used a typical CBOD decay rate and a CBOD/BOD ratio.
These values were adjusted using site specific information, and a minimum BOD limit of 150 lb/day was
established for the summer months with ammonia nitrogen limits of 23 lb/day monthly average and 46
lb/day daily maximum.' BOD limitations determined using the technology based effluent guidelines
were used to set winter 130D limitations. These numbers explain the effluent liritations and monitoring
requirements issued in the last reissuance on January 5, 2006. However, given the current level of
production and the decreased process and sanitary flows, summer and winter BOD limitations for this
permit, were both limited by the technology based effluent guidelines.
NW0004)44 NPD .s fact Sheet
ire 2

DMR Data Review
A summary of effluent data for the years, August 2006 through August 2009, is presented in Table 1,
below.
Table l: Averaee Monthlv DMR Data Summarv; Aue. 2006 - Atte. 2009
1
Flow
BOD
'
NH3 N
+- TSS
t
Fecal
D.O
• '' i
Cud
C
°^Mn
1 ti
F
. E
MGD
'�Ib/d''a`"
Ib%da'
lb/da
#/100`mL ,
m"
...
; u "
t,_
m
in l
Avg
0.472
25.5
0.90
" 89
41
8.6
17
0.082
0.41
Max
1.67
85
6.55
320
33
13.7
38
0.17
0.88
Min
0.009
1
<0,1
<2
11
5.3
10
0.015
0.095
Current
150; 300 (s)
Limit
2,305
201518 w
23;46
330;1043
200; 400
> 5.0
Proposed
Limit
2.305
1 75;187
1 23;46
120;369
200,400
> 5.0
Monthly average; daily maximu[n
According to Stephen Lamb at Performance Fibers, the limitation they are concerned about meeting is
the Total Suspended Solids, monthly average limit, of 120 lbs/day. Below are graphs of the facilities TSS
discharge during the past two years (2008-2009). The monthly average TSS graph indicates that the
plant would have been out of compliance about 13% of the time. Mr. Lamb stated that the TSS is a
result of the algae growth in the polishing ponds during the summer months. The facility uses copper
sulfate to control the algae but is concerned about its potential to cause toxicity problems. The new TSS
limit may require additional or improved TSS treatment at the facility,
:1 �f
n.Y,
3' 1'J3j i r K y `s ,,,yI I MAN
'H -wI '1
11
Process capability at 3 sigma = 168
TSS (Daily Alax)
400tt!t-r* aat^a rs�xte'�.
3ci0 �9Ic-tP„-�� riifr-�i
300 +t 'OUTOnUld
250 •
20050
* !
100
o
1 3 5 9 'II 13 15 '17 '19 21 23
Process capability at 3 sigma = 340
NC 004944 NPIDES F.sct Sheet
Page 3

RPA ANALYSIS
A reasonable potential analysis was conducted for total copper, the only detected toxicant. The analysis
indicated a reasonable potential for copper to exceed the chronic and acute allowable concentrations.
Since these are both Action level standards and should be reviewed in conjunction with toxicity testing,
it is recommended that monthly monitoring be continued.
Performance Fibers currently samples for Manganese and Iron, monthly. Sampling results from Aug.
2006 through Aug. 2009, shown above in Table 1, indicate Iron has not exceeded the water quality
standard of 1'mg/L. The state does not have a limit for Manganese in freshwater, class C streams, and
sampling results do not indicate significant levels of the pollutant. As a result, effluent monitoring for
Iron and Manganese have been removed from the drafted permit.
TREATMENT
The wastewater treatment facility is a biological process consisting of screening, equalization, aeration
basins, clarification, polishing ponds, aerobic sludge digestion and sludge dewatering. When
groundwater is being recovered it is anaerobically pretreated prior to discharge to the aeration basins
referenced above. The primary contaminant found in the groundwater was ethylene glycol, however 1,4-
dioxane has also been detected. Groundwater pretreatment consists of ultraviolet treatment and
addition of peroxide. As this is an end -of -pipe biological treatment system, the effluent is subject to 40
CFR 414, Subpart I. The second attached spreadsheet calculates OCPSF 40 CFR 414, Subpart I
allocations. For parameters having more stringent water quality limitations than those listed under
OCPSF Subpart I, concentration -based limitations have been installed in the NPDES Permit, Part I,
Section A, Number 2 in accordance with state standards and/or EPA criteria. As there are no clearly
defined metal -bearing or cyanide- bearing wastestreams, limits for total chromium, total copper, total
cyanide, total lead, total nickel and total zinc do not apply.
This permit also authorizes the discharge of stormwater. Stormwater requirements are outlined in Part
I, Section B.
Compliance Summary
A review of DMR data has indicated that compliance with permit conditions is excellent. There are no
noted limitation violations from 2006 through April 2010. Mooresville Regional inspections of the facility
state that the WWTP is in good condition. The inspection, also noted that the groundwater remediation
system was shut down and the facility had reached an agreement with EPA for the closure of the
groundwater remediation system. Performance Fibers has passed 18 out of 19 Toxicity tests since Jan.
2006.
Instream Monitoring Requirements
Performance Fibers currently monitors dissolved oxygen, turbidity, pH, temperature, and conductivity
instream. This renewal recommends maintaining instream monitoring. While a review of instream data
does not offer conclusive evidence of a direct impact from this discharge, continued monitoring will
afford all parties the ability to make such a conclusion should water quality degrade in the future.
Proposed Schedule for Permit Issuance
Draft Permit to Public Notice: _ July 7, 2010 (estimate)
Permit Scheduled to issue: August 30, 2010 (estimate)
State Contact
If you have any questions regarding any of the above information or the attached permit, please contact
Julie Grzyb at [phone].
NPDES UNIT SIGNOFF:
DATE:
NC0004944 NPDES Fact Sheet
Page 4

Performance Fibers - Salisbury Plant
1C0004944
Average Flow from 812006 - 8/2009: 0.472 MGD
Based on information provided by the applicant, approximately 681/. of the flow discharged on any given day
is considered process wastewater flow for the purposes ofguideline calculations. As such, the actual
process wastewater flow average is approximately 0.33 MGD. Of that, roughly 0.06 MGD is covered by
414 Supart C with 0.27 MGD covered by 414 Subpart D.
The process wastewater flow at this facility is split between two 40 CFR 414 subparts, subparts C and D.
Approximately 18 % is subpart C process wastewater with the difference being subpart D process WW.
The subparts are summarized below:
40 CFR 414.31 (Subpart C - All units are mg/L)
Dail Max Mon. Avg.
BOD5 48 18
TSS 115 36
40 CFR 414.41 (Subpart D - All units are mg/L)
jDailyMaxj Mon. Av .
BOD5 64 24
TSS 130 40
Process Flow applicable to subpart C: 0.06 MGD
Process Flow applicable to subpart D: 0.27 MGD
Subpart C Allocation - lbs/day
Dail MaxMon. Avg
.
BOD5 24.0192 9.0072
ES.Ol44TSS 57.546
Subpart D Allocation - lbs/day
Daily Max
I Mon. Avg.
BODS
TSS
144.1152
292.734
54.0432
90.072
Domestic Allocation (Q = 49.000 gpd) - Assuming secondary limits - lbs/day
Daily Max
Mon. Avg.
BOD5
TSS
18.3897
18.3897
12.2598 '
1 12.2598
Total Allocation (Sum of C, D, and Domestic) - lbs/day
Daily Maxj
Mon. Avg.
BOD5
TSS
187
369
75
120
Existing Allocation
Daily Max Mon. Av .
BOD5 300 111
TSS 1 1043 330
Julie Grzyb
6/24/2010

OCPSF Subpart I Calculations
0.33 MGD
2.305
no ,IwC
8.9 cfs
116 cis 3.0%
ver 2.00
MOM a SDP
13 14 ' 15 16 17
Acenaphthene
59
22
0A62•
0.061
FC
60
2700
1200
no
6000
3.38
0.162
0.162-
OCPSF
0.162 Ibslday
.0.061
Acenaphthylene
59
22,
0.162
0.061'
FC
none
none
none
no
none
none
0.162
0.162
OCPSF
0.162 Wday
0.061
Acrylonitrile
242-
96
0.666
0.264
FC
_
none -
_
0,25
_
0.051
yes
0.250
0.16
0.666
_
0.161
CHRONIC
8,367 ug/L
Anthracene
59
22
0.162
0.0611
FC
40000 -
S300
: no
_
Us _
0.00
0.162
0.003'
CHRONIC
0,147 uglL
Benzene
136
37
0.374
0.102
SS'
_ _0.05
''none
51
_
1.2
_
-
__ __
51.000
_
32.ai
e.374
0.374
OCPSF
0lb ,374 s day
0.102
Benzo(a)anthracene
59
22
0.162'
0.061
FC
_
none
_
0.031
0,0028 _
_yes --
yes
0031 _
0.02
0.162
0.020
CHRONIC
1,038 uglL
3+13enzofluorantnene
61
23
0.168
0.063
FC
none
0,031
0.0028
_ , . yes _
0.031
0.02
0.168
0.020
CHRONIC
1,030 uglL
Benzo(k)fluoranthene
59
22
0.162
0.061
FC
none
0,031 -
0,0028
yes
0.031
0.02
0,162
0.020
CHRONIC
1,038 uglL
Benzo(a)pyrene
61
23
0.168
O0%3
FC
none
_ _
0.031
0.0028
yes
0,031
0.02
0.168
0.020'
CHRONIC
1,038 u9/L
Bis(2-ethyihexyl) phthalate
279
103
0.768.
0.283
FC­­
none
,,-
1.2
� yes _ .;..
2.200
1,42
0.76a
0.758
OCPSF
0.768 Ibslday
0.283
Carbon Tetrachloride
38
1B
0,105, --
0.050
_ _
SS
. ,_ ..
.---none
__. .2.2 _ _- _._
1.6
_
0.254
yes_.
_ ,
1.600 ':
..___'...-_,
1.03
_
0.105:
OCPSF ._-
_
0.105 Ibslday,
0.050
Chlorobenzene
28
15.
0-077T _
0.041.
FC
. 140. . _-__...
- .t-
none _ _: _,.
_;
_ _130
,_ --
_i._ --_ n0_
_ 140.00 _7.89
_...'
_0.1D5 ._
0,077
0.077
OCPSF
_
0077 Ibslday
0.041
Chtoroethane
258
104
_..
0,738:
0.286
FC
none
550
12
yes ;,
550.00 i
353.86
0.738
0.738"
OCPSF
0.738' Ibslday
0.286
Chloroform
46
21
0.127
0.058
SS_
none
170
5.6yes
._
.
170.00
109.3T__...,? __-
0.127
0.127,
OCPSF _
_ 0.127 Ibslday
0.058
2-Chlorophenol
98
31
.____
0.270`
0.085:
FC
_
none
400
1
3
------
40000
_
22.54
_
0.270'
0.270:
OCPSF
0.270 lbslday
0.085
Chrysene
59
22
O.i62�._
0.061•
-_ FC
_ Tnone _-
-_0.031
0.0028__
_ .__.no
1_.yes_
_
_-0.031
0.02
0:162 _.
0.020.
CHRONIC._
1.038 ug1L
Di-n-Dutylphthalate
57
27
0.157'�
0.074
FC
9.5
_
_ 4560 -
2000
no _
_ 10
Q.54
4.157
0.157
OCPSF
0.157 Ibslday
0,074
'
1,2-Dichlorobenzene
163
77
0.449'.
0.212
FC
470
1300 _.
420
f no
470
-- 26.48
-0.449
OA49
OCPSF
OA49 Ibslday
0.212
1,3-Dichloro0enzene
44
31
0.1214
0.085
FC
-
390
960 -
320
no _
_ 390.00
21.98 _
0.121
0.121
OCPSF
0.121 Ibslday
0.085
1,44)ichlorobenzene
28
15
0.077 ..
0.041
... _._FG
_ _ 1D0 .__....
._ _
190
_- 63,.Y._
_
no ._._
100,00-_'-,_._._-.5.64
_
_ 0.07T__
0.077
OCPSF
0.077 Ibslday
0.041
1,1-Dichlomsthane
59
22-
0.162
0.061
FC
20000
170000
67DO
no
20,000.00
1127.00
0.152
_ 0.162
OCPSF
0.162 Ibslday
0.061
1,2-Dichtoroethane
211
fib'
01581•_.._0.187:
FC
none _........__
370.38
�Yes.-;..--37.00
:..,
23.81 !0,581
o.58t
-
OCPSF
0.581.Ibslday
0.187
i,t-Dichioroethylene
25
16'
0.069'
44
0.0'
.__
. _.FC
.,._......-.
_ 5400_
7100 u
330 _
_! _ no ... ;
5,400.00 _
304.29 j
0.069
0.069'
OCPSF
0.069 Ibslday
9.044
1,2-trans-Dichloroethylene
54
21:
0.149:'
0.058
FC,.
.
10000 f
no -
10,000.00 €
563.50 �
_- _
_ 0.ta9
_ 0.149
_ OCPSF
,. 0.149 Ibslday
4.058
'
2.4-Dichlorophenol
112
_
39-
_ _. _-
0.308:
0.1 W'
_ _ FC
_- --none -
_ 74
_-_ _ -
,none ---.
.140
1 ,.
. _ _- no
74,00
-_ _ 4.17 _ `
0.308
0.308
OCPSF
0.308 Ibslday
J.f07
1,2-Oichioropropane
230
153
0.633,
0.421:
FC
_
none _
15
0.52
yes _
15.00
9.65
0.633
0.633
OCPSF
0.633 Ibslday
0.421
1,3-Dichloropropylene
44
29
0.121
0.080
FC
12
21
0.31
yes
12
7.72
0.121
0.121
OCPSF
0,121 Ibslday
0.080
Diethyl phthalate
203
81
0.559
0.223.,.
_ _
FC_
'
44000.
._ no _^
_ 1,200.__,_.
_. 67.62
. _ 0:559
0.559
OCPSF
_ 0,559 Ibslday
0.223
2.4-Dinlethylpheno[
36
18
-_ ..-_
6.099
_
0050
__.
_ FC
___ _ _1200 __.�_
_ 320
_.__..17000
850 -
_ 380
_.._.
._ no
320
18.03
0,099
0.099
OCPSF
0.099 Ibsrday
0.050
Dimethyl phthalate
47
_
19
0.129...,-
0.052
FC_
3400
1100000 _
270000
nD ..__ -
3.400 _
191.59
0.129
0.129
OCPSF
0.129 Ibslday
0.052
4,6-Dinitro-o-cresol
277
78:
0.762
0.215-
FC_.
_
none
280
._�-...-_.
13
no
_
280.00
15.78 _:
0.762
0.762
OCPSF
0.762 Ibsltlay
0:215
2,4-Dinitrophenol -
123
71.
0.339:......0.195
_.._ .FC
._ 26
5300 ._'.
69._...._
.. -no �_..
26.00-
_-_ 7.47 _:_-
0.339
0.339
OCPSF
0.339 Ibslday
0.195
2,4-Dinitrololuene
285
113
0.784!
0.311
FC
none
34
0.11
yes
3.43
2.19
0.764
0.784
OCPSF
0.784 Ibslday
0.311
2,6.Dinitrotoluene
641
255
1.764
0.702
FC
none ..._,
0,71
0.048
yes
0.71
0.46_
1.764
0,457•
CHRONIC
23,762 ug7L
Ethylbenzone
108
32
__
0.297
0.088
FC
,-_,..._,97
2100
530._._.
no
97,00
5.47 -
.0.297
0.297
OCPSF
0.297 Ibslday
0.088
Fluoranthene
68
25
0.181
0.069
FC
0 .11
140
_ 130
_ _ _ no
0.11
0,01
0.187
0.006
CHRONIC
0.322 uVL
Fluorene
59
22
0.162-
0.061
FC
_
46
5300
1100
.. _ no _
46.00
2.59
0.162
D.162:
OCPSF
0.162 Ibslday
0.061
Hexachlorobenzene
28
15
_
0.077
0.041
FC
76_
0,00029 -
0.00028
_
0.000
0.000
0.077
0.000
CHRONIC
0.010 ugfL
HexachlorODutadlene
45
20
0.135-
0.0551
SS
0.95
_
18 7
0." _
_ yes
0.95 _
0.61
0.135
0.135
OCPSF
0.135 Ibslday
0.055
Hexachloroethane
54
21
0.149
0.058
FC
none
3,3
1.4
yes
3.30 -
2.12 _.
0,149,
0.149
OCPSF
0.149 lbslday
0.058
Methyl Chloride
190
66
_
0,523
0,237
FC
none
96
-_
2.6 _
_ no
96.00 -
5.41 _
0.523
0.523
OCPSF
0,523 lbslday
0.237
Memylene Ctdoride
89
40
0,245
0.110
. FC
nano _
_
590
4.6 _
_
Yes
590.00
-330.00
379.59
--
D.245
0.245
OCPSF
0.245 Ibslday
0.110
Naphthalene
59
22
0.162
0.061
FC
_ 330
none _
none
yes
_ '
212.31
0.162
0.162
OCPSF
0./62 Ibslday
0.061
Nilrobenzene
68
27
_
O.t87'
_
0.074
FC
none
30 _
17
` no
30.00
1.69
_ 0.187
0.187
OCPSF
0.187 Ibslday
0.074
2-Nitrophenol
64
_
41
_
0.190
0.113
FC
800�
nDne _
-hone
no _
e,000.00 -
450.80
0.190
0.190
OCPSF
OA90 lbslday
0,113
a•Nitrophen0l
124
72
0.341
D.198
FC
750
.- 9700 -
-. .__
_ 270
_ .._
no '.
76000 - -
42.26
- -
0.341
_ 0.341
OCPSF _
0.34i Ibslday
0.198
Phenanthrene
.
59-
_
22
_
a.162�
0.061
_
FC
_.
none
none
none
'_ no _
--_-
none
none
0.162
0.162
OCPSF
0.162 Ibslday
0.061
Phenol -
26
i5
0.072
0.041-
_
FC
' 530
300 4_
300
. no _. , _
_ 3DO _
_ _ 16.91 __ __
0.072
_ 0.072
OCPSF
0.072 Ibslday.
O.Oa 1
Pyrene
67
25-
_- _
- O.i84
0.D69
_ ._
FC
_
none
. _ .�.._ .
_ 4000,
83b
no _
4,000 - _,_
- 225.40
0.184
0.184
OCPSF
0.184 Ibslday
0069
TeuacNoroethylene
56
_.22
0.154
0.061, _..
SS
_-.-_-..-120
3.3 ..-.---_.
0.7 _--�._-_-yes
--,--3.30....
2.12_...._.-.__0.154.
O.i54
OCPSF
OA541bslCay
0.061
6/24/2010

OCPSF Subpart 1 Calculations
Toluene
80
26
0.220
0.072
S5
11
15000
1300
no
11.00
0.62
0.220
0.220 OCPSF
0.220 Ibslday
0,072
Total Chromium
2770
ilia
7.624
3.055
SS
50
_
none
_
none
no
50.00
2.82
7.624
2.818: CHROMC .
146.564: uQn
Total Copper
3360
1450 - -
-- 9.302
3.991
_
SS -AL
- -_- 7 �_ �'
none - --_---
1300 �_-
- no
- 7,00 -`
�_ 0.39-
9,302
0.394 CHRONIC
20.519 ugJL
Total Cyanide
1200
420
3.303
._
1.156.
. _'
SS.
5
140
140
no
5.00
_
- 0.28
_
- -- 3,303
_
0.282 CHRONIC
14.656. ug/L
Total Lead
690
320
1.099.
0.881
SS '-
25
. _
none_--'._
none
no
� 25.00_
1.41
1.899
1.409, CHRONIC
73.202 ug/L
0.881
Total Nickel
3980
1690
10.954
4.651-
SS
_ _:
88 .
4600
_
25
no
MIX �
4,96 -
_
.10,954
4,959 CHRONIC
257.953 u91L
4.651
Total Zinc
2610
_
1050
7.183.
2.890
SS -AL
50
_
none
none
_
no
_ _
50.00 i
2.82
- 7.183
2.818: CHROMC
146.564 ug1L
1,2,4-TrichlOrobenzene
140.
68
0.385 -
0.167
FC
61
70
35
no
61.00 I
_ _.
3.44
_
0.385
0.385- OCPSF
0.385 Ibslday
0.187
1,1,1-Trichlorcethane
_
$44
21
0.149
0.658
FC
none !
4.4
_:
0.54
yes
; 4,40 !
2 83
0.149
0.149, OCPSF
0.149 Ibslday
0,050
1.1.2-Trichloroethane
54.
21 ,
0.149:
OMB:
FC--,_-;--,--none
yes_
16.00
10.29
0.149
_ 0.149 OCPSF
0.149 Ibslday
4.050
Trichloraethylene
54
21
0.749'.
0.056.
SS
_--
none .
-._.16 .._--1---_--9:6
90
2.5
---
yes
_.--
30.00
-
19.30
0.149.
0.149 OCPSF
0.1d9 Ibslday
0.058
Vinyi Chloride
268
104
0.738
_ -
0.286
" SS
_ _ _
none
_ _
2.4
_
0.025
yes
_
2.40
_ _ _ _
1.54
_? _ _ _
0.738
0.738 OCPSF
_
0.738 lbstday
0.286
Column Calcs:
1
OCPSF Guidelines (see 40 CFR 414.90)
2
OCPSF Guidelines (see 40 CFR 414.90)
3
Col 1 ' OCPSF Flow 6.3411000
4
col 2' OCPSF Flow' 8.3411000
5, 6, 7, 8, 9
from Fed /state water quality standards
10
if WS class then find minimum of cot 6. 7, 6 8. Otherwise find minimum of cat 6 d 7.
11
if parameter is a carcinogen than all load 2 8.34 • Gavg' cot 10 11000. Otherwise all load = 8.34 • 7Q10' cot 10 11000.
12
copy of Column 3
13
find minimum of col 11 and 12.
14
note which load is lower.
15
it limit is not based on OCPSF guidelines then calculate concentration based on Op. Otherwise copy OCPSF load
16
if limit is not based on OCPSF gukielines then use units o1'ug1<. Otherwise use'ldstday.
17
d limit is not based on OCPSF guidelines then leave balnk. Otherwise copy OCPSF limits from: col. 4.
6/24/2010

REASONABLE POTENTIAL ANALYSIS
Performance Fibers
NC0004944
Cw (MGD)
2,31
10foS(CIS)
S,74
7010S (CIS)
6.90
70fOW(CIs)
23.00
3002 (CIS)
10.00
Avg. Stream Flow, GA (CIS)
116.00
Recvng Steam North Second Crook
wwrp Class a
1WC(%)®1Q10S 38,37
0 70fOS 34,11
Cq} 7010W 13,45
® 3002 26.32
® CA 2.99
Stream Class C
Outfall 1
Qw = 2.305 MGD
PARAMETER
TYPE
STANDARDS S CRITERIA 12)
POL
Unite
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
mcwo5/chrais Y,FAvl Acw,
rp•r M•x M•d clv Arlu+•N•C.
[tl
Acuta: N!A
Manganese
NC
238 WS
LKa
37 31
290.7
No reasonable polanual to vitiate WS std.
Chronic. 586
Discharge is 10 a Class C stream, NO Mn Sid.
Remove Mn monitoring from permlL
Awlp, 19
,
Copper TALI
NC
700 AqL 7.3
ug1L
37 28
68.9
Ruasonable polential to exceed standards.
•---•---'—�---
Chronic----21--
Action level slarldorde.
moolhly monitoring vrill mmnln in permit.
0
Pedomrance Fibers RPA 6.25-2d1e(2).zism, rya
BnBlzolo

REASONABLE POTENTIAL ANALYSIS
7
14
Manganese
Copper (AL)
Date Data
BDL=1/2DL
Results
Date
Data
BDL=112DL
Results
1
rt.1
1<•
37.00
37.0
Std Dev.
40.8294
1 8/8/2006
'•
23.00
23,0000
Std Dev.
8,2911
2
15.00
15.0
Mean
81,8919
2 9/5/2006
16.00
16.0000
Mean
15.6216
3
24,00
24.0
C.V.
0,4986
3 10/3/2006
I
%00
19.0000
C.V,
0.5307
4
95.00
95.0
n
37
411/7/2006
17.00
17.0000
n
37
5
170.00
170,0
5 12/5/2006
19.00
19.0000
6
63.00
63,0
Mull Factor =
1.7100
6 1/2/2007�
16.00
16.0000
Mult Factor =
1.7600
7
8
y(t
59.00
53.00
59.0
53.0
Max. Value
Max. Pred Cw
170.0 ug/L
290.7 ug/L
7 2/6/2007
8 3/6/2007
11.00
12.00
11.0000
12.0000
Max. Value
Max. Prod Cw
38.0 ug/L
66.9 ug/L
9
'ti
120.00
120.0
9 4/3/2007
t
10.00
5,0000
10
120.00
120.0
10 5/8/2007
1,
16.00
16.0000
11
120.00
120.0
11 6/5/2007
12.00
12.0000
12
62.00
62.0
12 7/4/2007
ti
18.00
18.0000
13
61,00
61.0
13 8/7/2007;,
20.00
20.0000
14
53,00
53.0
14 9/4/2007
26.00
26,0000
15
100.00
100,0
1510/9/2007
��K
31.00
31,0000
16
38.00
38.0
16 11/6/2007
a
10.00
5.0000
17
38.00
38.0
17 12/5/2007
19.00
19.0000
18
38.00
38.0
18 1/8/2008
10.00
5.0000
19
24.00
24.0
19 2/5/2008
10.00
5.0000
20
23.00
23.0
20 3/4/20D8
10.00
10,0000
21
_
100.00
100.0
21 4/8/2008
1
18.00
18.0000
22
=
33.00
33.0
22 5/6/2008
15.00;
15.0000
23
120.00
120.0
23 6/3/2008
gi
14.00 :
14.0000
24
120.00
120.0
24 7/8/2008
16.00
16.0000
25
93,00
93.0
25 8/5/2008
16.00
16.0000
26
120,00
120.0
26 9/912008
15,00
15.0000
27
120.00
120.0
27 10/7/2008
21.00
21.0000
28
x
76.00
76.0
2411/5/2008
18.00
18,0000
29
51.00
51.0
2912/9/2008
32.00
32.0000
30
.5
91.00
91.0
30 1/6/2009
38.00
38.0000
31
n;y
61.00
61.0
31 2/3/2009
25,00
25.0000
32
140.00
140.0
32 3/3/2009
:_
20.00
20.0000
33
r.
120.00
120.0
33 4/7/2009
10.00
5.0000
34
92.00
02.0
34 5/5/2009
"�
10.00
5.0000
35
!
.,
110.00
110.0
35 6/2/2009
<
10.00
5.0000
36 '•"'
140.00
140.0
36 7/7/2009
c
10.00
5.0000
37
r :
130.00
130.0
•
37 8/4/20091
10.00
5.0000
38
;
38
200
200
td
5 t^.F ♦ " r A - 'E• .t- y i iF -- i `l �
t. e: 1t• i?ki•,. t.'iF� r T,�f F ._, 1 •i �i A--t.. 4-Y.y1+.1_ ,'ay` '..
Interpolate to find Mult. Factor <Man9 anese
i f'� 4A '` t s. •}ti n 1" y37 00 t r:1 f 371 Hit(s).;
050(
truncates to y 4': , 0 4
! �;.',. � i�° _�'�t' S Svs� ��•bad�4 .-
Find row in M F.;iabte 6,iYc v : + 37 ' f it ; s
Find column in M.F.Flable ,t) 4 " .. , k I
Pick upper & lower Mult Factors and interpolate: r.�
ti
1 varue 1 address = 'mt tabte'I $E$39
' ' _ ; '•{ value 1 = 1.54905892
l Ld, value 2 address = 'mf table'[$F$39 t
u}.
;_, "y . value 2 = 1.71022426 1 t
lnlerpolated MF value = 1.70793148
Round to 2 dec. places to! MF 1,71
Find column m M F Table ,; Y' 5 0000
Pick upper 8 tower Mult Factors and interpolate 4
i�,; f,; value 1 address'- 'ml11a61e'I$F$39
1r x ~� iivalue 1 = : ;.1.7i02
§, value 2 address = 'mT iablo'I $G$39
value 2 = 1.8775 r
lnterp0latedMFvalue= _'•1.7616 ;
? Raund to 2 dec` places to get MF
.y � If
Performance Fibers RPA 6-25.2010(2).xlsm, data
1 6/28/2010

REASONABLE POTENTIAL ANALYSIS
Performance Fibers RPA 645-2010(2).x1sm. data
2 - 6/28/2010

Beverly Eaves Perdue
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
Dee Freeman
Secretary
STAFF REVIEW AND EVALUATION MR�
NPDES Permit (Stormwater Permitting Unit Review)
Facility Name: Performance Fibers
NPDES Permit Number: NCO004944 (Stormwater included with NPDES WW permit)
Facility Location: Salisbury, NC (Rowan County)
Type of Activity:
SIC Code:
Receiving Streams:
Impaired Waterbodies?
River Basin:
Stream Classification:
Proposed Permit Requirements
Monitoring Data:
Facility Location:
Central Office SPU Staff Contact:
Polyester resin and fiber manufacture
282.1
North Second Creels (index 12-108-211 & Withrow Creek (index 12-
108-21-3)
Yes: North Second Creek has impaired biological integrity (2006 303d
List). Also drains to High Rock Lake Watershed, which suffers from
nutrient and turbidity impacts.
Yadkin -Pee Dee River Basin, Sub -basin 03-07-06
C
See stormwater portion of draft NPDES permit.
See Table'1
See Figure 1
Bethany Georgoulias, [phone]
Stormwater-related Documents Reviewed:
• NPDES Permit Files and application (rec'd September 2008)
• Yadkin Basinwide Plan (July 2008)
• Final 2006 & DRAFT 2008 303(d) Lists; TMDL Documents
• EPA Sector -Specific Permit (2008) .
• Natural Heritage Program's Threatened and Endangered Species Database
• 40 CFR Subchapter N, Stormwater Effluent Guidelines
Stormwater Factsheet
Page 1 of 6

NCO004944
Figure 1: Map of Facility Location
Figure 2: Subwatershed in Yakin River Basin
Page 2 of 6

NG0004944
Central Office Stormwater Permitting Unit Review Summary: .
1. Impairment: Withrow Creek is impacted (likely source is agriculture), but not impaired. North Second
Creek is listed as an impaired stream because of impacted biological integrity and turbidity problems.
This site is also located in the High Rock Lake watershed, which is severely affected by excess nutrients'
and sediment problems. A TMDL for High Rock Lake is under development.
Draft permit incorporates TMDL language in the analytical monitoring section and maintains
nutrient monitoring.
2. Threatened and Endangered: None identified in NC Natural Heritage Program Virtual Workroom
databases.
3. Stormwater Effluent Guidelines: None from 40 CFR §414 applicable to this activity.
4. EPA MultiSector General Permit: EPA's 2008 MSGP (Sector C, SIC 2821) requires zinc monitoring for this
industry SiCs; however, there are no apparent zinc sources in the industrial activities at this site. The
reviewer does not recommend zinc monitoring be added at this renewal.
5. Location: This site discharges stormwater through five (5) stormwater discharge outfalls: SDOs A, B, C, D,
and 5. SDOs A, C, and D discharge to Withrow creek; SDO B and S discharge to North Second Creek. SDO
5 collects stormwater from the main manufacturing areas of the site and discharges through a system of
diverter weirs to the WWTP headworks or Number 2 Polishing Pond (this is where dry weather spills
would be routed). Excess water in large storms that overflows the. diverter weirs goes directly to North
'Second Creek.
6. Industrial -Changes Since Previous Permit: There is a groundwater remediation program to treat ethylene
glycol contamination (interior system) in the WWTP and 1,4-dioxane (perimeter system) in the polishing
ponds. The program has been shut down for a trial period with EPA approval, and future operation is
unlikely, but the final decision is still pending. Also, production has declined over the past 10 years, and
about half of the site is shutdown. The only product now manufactured is polyester filament. All tanks
associated with the staple operation (south of the main building) have been emptied and cleaned.
7. Analytical Monitoring Notes: See Table 1 for summary of maximum values. The plant monitored
conventional pollutants and total toxic organics (TTO) annually during the previous permit term. The
only test. result above detection limits was methylene chloride in the sample from SDO B in 2006 (just
above detect). [Methylene chloride is a very common lab contaminant, and given no�other detects at this
site, contamination is the likely explanation.] Note the facility sampled for ammonia (not part of the SW
sampling parameters). According to the application, facility only sampled for TN and TP 2 times (instead
of 4 like the others).
8. Qualitative Monitoring Notes: Summary not provided (requested by reviewer). Additional info. provided
. sample inspection form.
9. Compliance Notes: None related to stormwater.
Page 3 of 6

Table 1: Analytical Monitoring - MAXIMUM Recorded Values as Reported on EPA Form 2C
ample Date
"-
Total Flow
(MG)
Precipltation
(tn r, ,
-
Duration
hours -.:
{f x
{ a !
,,BOD"
7_`_;: TS&„�:;
..Ammonia-'
�;pHt?. ,
'-01�G
:; TTO*
TN --•..
TP
Benchmark:
30 mglL� .
•SET`-'"� . i -(S
Benchmark
100 mglL
- •.�-t�7(-F ..-s.'
Penchmark:
,T 2 id.f
ilE` Ci"i� k'2''._� .Y
Benchmark:
-;6.9mglL
Ti'v'r"rdc.z-3v;,
'��.;:s''.�''c-^
Benchmark:
=30 mglL
Benchmark:
1 niglL
Benchmark:
80 mglL
Benchmark:
2 nigh.'°-
.. _
'Stormwater;0utfallA nr4 ,,.�- �.L _...
N/A -Max
1.041
ID _ 4 ,
5
0.37
9`"6s.l " '"
< 5.0
see notes
0,37
0.046
2/13/2008
0,280
0.7 20.83 2
5
-
6.3
< 5.0
see DMR
0.19
0.046
c �Storniwater;.0utfaFl
B a
y
N/A -Max
0.300
4
9 0.79
7.0 - 7.7
< 5.0 see notes 0.79 0.053
2/13/2008
0.081
0.7 20.83
2
7 -
7.5
< 5.0 see DMR 0.41 0.031
LL } p
Y
S to rMOutFa I I. C F
torrnw a
�"" �.`�'_yn-
N/A - Max
0.565
4
0"i;�1
0.69
;,4e9;95�4
< 5.0
see notes
0.69
0.2
2/13/2008
0.152
0.7 20.83
2
56
-
rA',gjt"
< 5.0
see DMR
0.65
0.2
. . '-t:�m.:-irlexrStorriiwate.DutfallD r.F _ �..
N/A - Max
0.088�
4
9
0.88 6.2 - 6.7
< 5.0
see notes
0.88
0.17
2/13/2008
0.024
0.7 20.83
2
8
- 6.3
< 5.0
see DMR
0.44
0.17
:Stonnwater`Outfa11=5ate'
N/A - Max
0.653
' '
9
27
2.5
6.4 - 7.0
< 5.0
see notes
2.5
0.37
2/13/2008
0.176
0.7
20.83
L 7
27
-
6.6
< 5.0
see DMR
1.1
0.37
wtic�, Over Current Benchmark j
Data Not Collected
=or comparison, 2008 sample results shown above wit.
Aaximum from four (4) samples. E
'Total Toxic Organics - Some compounds may be a concern below 1 mgll; See renew of analysis results.
maximum values recorded over last permit period--_.t---
_
--
i
Stormwater Factsheet
Page 4 of 6

NG0004944
Permit Recommendations: Analytical Monitoring:
Reviewer recommends maintaining most parameters except Total Toxic Organics (TTO). None of the
concentrations indicates a problem, and the methylene chloride detect was likely attributable to laboratory
contamination (the benchmark of 110 mg/l is also far above 2.1 µg/l.) Ammonia was not required by the
permit, and based on sampled concentrations, reviewer does not see necessity to add it as a parameter to the
stormwater monitoring. Removing flow monitoring (no longer routinely required in stormwater permits).
The raw materials include ethylene glycol, terephthalic acid, and fiber finish lubricants. Renewal permit
retains BOD and TSS at all outfalls because appropriate indicators for stormwater pollution from the
industrial activities and chemicals (including ethylene glycol, which exerts high BOD) stored here. Replacing
Oil and Grease with TPH, or total petroleum hydrocarbons, as measured by Method .1664-A (SGT-HEM). TPH
targets petroleum -based hydrocarbons (rather than including animal and vegetable based greases and oils).
The parameter is the same as what is now required for vehicle maintenance areas; the TPH benchmark is 15
mg/1 (instead of 30 mg/1).
Permit retains pH monitoring, especially since some values were below the benchmark range of 6-9 SU.
Permit retains Total Nitrogen (TN) and Total Phosphorus (TP) at all outfalls because discharge is to the
nutrient sensitive High Rock Lake watershed. However, past monitoring from four samples indicate levels
may not be of concern. Recommend discontinuing nutrient monitoring after four more samples.
Monitoring frequency will change to semi-annually through the permit term, and qualitative monito_ ring will
coincide with analytical sampling events. Introducing tiered response structure to benchmark
exceedances to be consistent with current stormwater individual permits.
Discussions with permit contact: 1/25/2010 Steve Lamb, 704-636-6000 (ext. 4862):
1. Q: Has there been a final decision about the groundwater remediation system?
a. ANSWER: Responsibility is with Celanese in Dallas, TX. Regardless, would not affect
stormwater discharges.
2. Q: Are there any sources of zinc at this facility or in its activities?
a. ANSWER: Cooling water treatment system may have zinc; blowdown discharges to WWTP.
NPDES permit allows toxicity testing in lieu of zinc or copper limits (per NC Action Level
policy).
Q: What is stored where on site? (Numbers on site plan are pretty small; verify location of ethylene glycol
tanks, etc.)
a. ANSWER: Glycol tank farm is at the. back of the plant, near the railroad tracks. These all
drain to a stormwater diverter system, which routes the first flush to the head works of the
WWTP, and after 20 minutes or so, routes the rest to the polishing ponds (middle of
wastewater treatment). SDO 5 is part of that system, so there's hardly ever a discharge
there without treatment, except in a very large storm event that would cause it to overflow
(2/13/08 sample? May not have been diverted. Advised that sampling for this SDO not
required unless it does not go to the WWTP.)
NPDES Stormwater Permit materials reviewed and recommended changes in draft permit prepared by:
Bethany A. Georgoulias
DWQ Stormwater Permitting Unit
January 27, 2010
Page 5 of 5

rr�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
July 7, 2010
Mr. Stephen Lamb
Performance Fibers Operations, Inc.
7401 Statesville Blvd.
Salisbury, North Carolina 28147
Subject: Draft NPDES Permit
Permit NC0004944
Performance Fibers — Salisbury Facility
Rowan County
Dear Mr. Lamb:
Enclosed with this letter is a copy of the draft permit for your facility. Please review the
draft very carefully to ensure thorough understanding of the conditions and requirements it
contains.
The draft permit contains the following significant changes from your current permit.
f .
• Decreased process and sanitary flows resulted in reduced BOD5 and TSS limitations.
BOD5 and TSS limitations in this permit are based on the Organic Chemical, Plastics,
and Synthetic Fibers technology effluent guidelines, 40 CFR 414, Subparts C and D.
• Iron annd Manganese show no reasonable potential to violate water quality standards.
Monitoring requireniennts for both parameters were removed from the permit.
• Revised OCPSF 40 CFR 414, Subpart I requirements, and included updated chronic and
human health consumption standards. See Part I, Section A. 2.
• The wording, in Part I, -Section A. 3, has been changed and the following
paragraph added: If the Permittee monitors any pollutant more frequently then
required by this permit, the results of such monitoring shall be included in the
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 1�T011e
Phone: [phone] FAX: 91M07-64921 Customer Service: 1-877-623-6748 1 V OrthCar011 na
Internet: www.ncwaterquallty.org .. //
An Equal Opportunity 1 Affirmative Acton Employer �at� frall_

calculation and reporting of the data submitted on the Discharge Monitoring
Deport and all AT Forms submitted. Please review the Section and possible
changes in form codes.
Stormwater requirements in Part 1, Section B. have been changed and should be
thoroughly reviewed.
Concurrent with this transmittal, the Division will solicit public comment on this draft as required
by the EPA by publishing a notice in newspapers having circulation in the general Rowan County
area. Please review this draft carefully to ensure thorough understanding of the information,
conditions, and requirements contained therein. Should you wish to correct errors or provide
comments regarding this draft please contact the DENR 1 DWQ 1 NPDES Program no later than
August 13, 2010.
Following the 30-day public comment period, the Division will review all pertinent comments and
take appropriate action prior to issuing a final NPDES permit. If you have questions concerning
the draft permit for your facility, please contact me by e-mail [e-mail]) or call me
at [phone]. If you have any questions relating to the stonnwater portion of this permit,
please contact Bethany Georgoulias by e-mail (bethan ,eoruoulias(c-,tiedenr.i�ov) or call her at
[phone].
Respectfully,
)/�ulie A. Grz
Environmental Engineer, Surface Water Protection
Enclosure: NPDES Permit NCO004944 (DRAFT, fact sheet, OCPSF calculations, RPA)
cc: NPDES Unit (draft permit, fact sheet, OCPSF calculations, RPA)
EPA Region 4 (draft pen -nit, fact sheet, OCPSF calculations, RPA, permit application)
e-copy:
Mooresville Regional Office 1 Surface Water Protection Section (draft permit, fact sheet and calc.)
j-Aquatic Toxicology Unit (draft permit)
-TACU, James Pugh (draft permit)
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 �TOfie 1
Phone: 91 H07-63001 FAX: [phone] Customer Service: 1-877-623-6748 1 V Or tl L, lCuolina
Internet: www.ncwaferquality.org a'J� Y���� //ll_
An Equal Opportunity 1 Affirmative AcOn Employer ; V/ `

. Permit NCO004944
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION,OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
,;
In compliance wit the provisions of North ,�aroli
regulations promulgated and} do p ted by th6:North
Federal Water Pollutio++nContr� I Act; albs amend d, fJ
erformance Fi
1 t , f ,
is hereby authorized to discharge wastewater and s
1 Performance Fib
�! 7441' Stl
se era! SCatute 143 215 1; other,l wful standards and
olir�a Environments �vlana&iTient,Commission, and the
.,A, ;
iet-s Operations; Incf
F 3
Vli
it water froma facility to ate at
rs Salisbury Facility;,.
to JsviI 1 BW.
isbu'r�
n County
to receiving waters designated as North Second Creek in the Yadkin -Pee Dee River Basin in accordance with
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, and IV hereof.
The permit shall become effective XXXX, 2010
This permit and the authorization to discharge shall expire at midnight on March 31, 2014.
Signed this day XXXX, 2010
Coleen H. Sull ns, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NCO004944
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked, and
as of this issuance, any previously issued permit bearing this number is no longer effective. Therefore, the
exclusive authority to operate and discharge from this facility arises under the permit conditions,
requirements, terms, and provisions included herein.
Performance Fibers
is hereby author
1. Contindeto`operate existing 2305 M D activa'e� d sl
locate[[�' at Performance Fibers alisburv, fac lily atF7401 Sta
treatment systemjl eferenced herein co sjses of the followii
• 3 B r sc een and grit removal; f f •t
+ .i
•j C1lor�ne c nact'(sanitarywastes�:; K U•..:
II( I4Y4
• Two cove ed equalizat on tanks, W
1 I ti
•' Tree aer tion b�sins, ( ne out of sere ce)
li 5 Y! i i w
Alnaerobic groundwater treatment it; o C of service
Three 5;e�'tondary clar�fie s ton o ric t-of s e]
1 1 1
Thre aerated polEshting Ron
d
•—Chemical additional fac�hties,
• Aerobic digestion;
• Sludge dewatering; and
• Instrumented flow measurement.
r treatment facility
Rowan County, The
0
2. Discharge from said treatment works through outfall 001 at the location specified on the
attached map into North Second Creek, a class C water in the Yadkin -Pee Dee River Basin; and
3. Continue to discharge stormwater associated with industrial activity through five outfalls
(outfalls A, B, C, D, and 5) as shown on the attached map. Modifications to the stormwater
conveyance system are authorized by this permit in accordance with documentation to be
included in the facility's Stormwater Pollution Prevention Plan (construction activities must be
authorized under General Permit No. NCG010000).

Gi:st�
�J
Latitude: 35"42'40" USGS Quad Name:
Longitude! 80"36'10" Rowan Mills
N
SCALE
1:24,000
(1" = 2000')
Performance Fibers Operations, Inc.
NC0004944
Receiving Stream:
North Second Creek
Stream Classification:
C
River Basin:
Yadkin Pee Dee
Sub -Basin #:
03-07-06
8-Digit HUC
03040102
County:
Rowan

Permit NCO004944
Part I Section A.
1. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the effective date of this permit and Iasting through the expiration date, the Permittee is
authorized to discharge from Outfall 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
PARAMETER
EFFLUENT LIMITATIONS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequeng
Sample
Type
Sample
Locationl
Flow (MGD)
2.305
Continuous
Recording
Effluent
BODs (April 1-October 31} °: ,,,
F Ibs% y
187,1bs%day
r; 3/Week, �
� • C6rr�p a
Effluent
BODs (November 1-;March'hj
R75lbs%dayl
10 Cb clay
�" , 3%Weel i
Composite
Effluent
NHa as N �? v; ;n�;:,.I
fZ31bs/day,
461bs/day
1F,, Weekl
: ,Compos to
Effluent
Total Suspended Solids �i''f
1120 lbs%day:.
3.691bs%day
�`_ `t, / Week
'',,Composite1
Effluent
Fecal Coliform (geometric mean)
1„20 /1OOin1
,400.100' 1
; -Weekly
"; , Grab
Effluent
Dissolved Oxygenf .
;DailyAver_Qe not lesVt6an;5.0
pp I«
.�kI
. .
Effluent
Dissolved Oxygen'� �r%':i��
�``'.
�' = r.^`. ,Y " I
;;ee Note 1 j
a Grab
U,D
Conductivity �. 1 ' '.�
' .'� 1 • ;
r.
"' x
.r%• eeNotel
'k`+.:1 Grab
U,D
Temperature l iI
j l' !
_l '� f
-* See Note 1
Grab
U,D
Total Copper {
r +, �4. �_.
:; I F,
;°' Monthly
"domposite
Effluent
pH
Between 6.0 and 9.0 Standard
Units
3/Week
Grab
Effluent
Chronic Toxicityz
Quarterly
Composite
Effluent
40 CFR 414 Subpart 1
See Part I, Section A, Number 2
1. Sample Locations: U - Upstream at least 100 feet above the outfall; D - Downstream approximately eight miles from
the outfall or at Highway 601. Upstream and downstream samples shall be called three times per week during the
months of June, July, August, and September and once per week during the remaining months of the year. Instream
sampling requirements are provisionally waived in light of the Permittee's participation in the Yadkin -Pee Dee River
Basin Association (the Association). All instream sampling requirements are immediately reinstated should the
Permittee cease participation in the Association.
2. Chronic Toxicity (Ceriodaphnia) P/F @ 34% February, May, August, November; see condition Part 1, Section A,
Number 3 of this permit. Toxicity monitoring sliall coincide with metals monitoring,
"THERE SHALL 13E NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.
ANALYTICAL DATA WHICH IS LESS THAN THE PRACTICAL QUANTITATION LEVEL SHALL BE REPORTED AS SUCH AND CONSIDERED
ZERO FOR THE PURPOSES OF CALCULATING AVERAGES.

Permit NCO004944
Part I. Section A.
f
2. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS- SUBPART I
Beginning on the effective date of this permit and lasting through the expiration date, the Permittee shall comply with the
limitations and monitoring frequencies established below at outfall 001:
Acenaphthene
Acenaphthylene
......
Acrylonitrile
Anthracene
Benzene
Benzo a anthraces qq 4 i1
3,4-Benzofluoranthene r '
Benzo(k)fluoranthene
f
Benzo(a)pyrene a ,
Bis(2-ethylhexyl) phthalate
Carbon Tetrachloriilem' t .
Chlorobenzene
Chloroethane
_
Chloroform / y 1
2-Chlorophenol s tit j
i
Chrysene...
Di n butyl phthalate L
1,2-Dichlorobenzene
1,3-Dichlorobenzene
14-Dichlorobenzene
1 1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethylene
1,2-trans-D ichloroethylene
2,4-Dichlorophenol
1,2-Dichloropropane
1,3-D ichloropropyle ne
Diethyl phthalate
2,4-Dimethylphenol
Dimethyl phthalate
4,6-Dinitro-o-cresol
2,4-Dinitrophenol
2,4-Dinitrotoluene
2,6-Dinitrotoluene `
Ethylbenzene
Fluoranthene
Ffuorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachloroethane
Methyl Chloride
Methylene Chloride
0.162 0.061
0.162 0.061
-37
01
0.449
0.212
0.121
0.085
0.077
0.041
0,162
. . .
0 061
. ......
0.581
0.187
0..069
0.044
0.149
0.058
0.308
0.107
0 633
0.421
0.121
0.080
0.559
0.223
0.099
0.0so
0129
0.052
0.762
0.215
0.339
0.195
0.784
0.311
0.297 0.088
0.162 0.061
0.135
0.149
0.523
0.245
0.055
0.058
0.237
0.110
Quarterly, j Grab Effluent
J Quarterly. Grab Effluent
;t, �rterly f srFGrab Effluent
�r
ns�r u�rterl''sk, y ;rab Effluent
Quarterly rab Effluent
1.04,�I.___._Qt!a�rly �� rab Effluent
N" ' n' Grab Effluent
1A4 F� Q �Y
_.. �� ;�,_....._. uarter ...... ..... _......
104 i Quarterly Grab Effluent
a9' tQ� artery " Grab Effluent
1.0 5 .
uarter,�y� Grab Effluent
` �. i�150.
'Stilf uarteGrab Effluent
Quarterly "�f Grab Effluent
Quarterly .; Grab Effluent
Quarterly Grab Effluent
1 Grab Effluent
0 Y Grab Effluent
r Quarter
4 Quarterly,
Quarterly) , Grab Effluent
- i Quarterly. Grab Effluent_
Quarterly Grab Effluent
Quarterly Grab Effluent
Quarterly Grab Effluent
'L Quarterly Grab Effluent
Quarterly Grab Effluent
Quarterly ! Grab Effluent
Quarterly Grab Effluent
Quarterly i Grab Effluent
j. Quarterly Grab Effluent
Quarterly Grab Effluent
Quarterly Grab Effluent
Quarterly Grab Effluent
Quarterly Grab Effluent
Quarterly Grab Effluent
Quarterly Grab Effluent
' 23.76' Quarterly Grab Effluent
Quarterly Grab Effluent
0.32 Quarterly Grab Effluent
Quarterly Grab Effluent
0.01 Quarterly Grab Effluent
_Quarterly Grab Effluent
Quarterly Grab Effluent
Quarterly Grab Effluent
Quarterly Grab Effluent

{ Permit N•C0004944
Part I, Section A.
2. SUBPART I REQUIREMENTS (CONTINUED)
Beginning on the effective date of this permit and lasting through the expiration date, the Permittee shall comply with the
limitations and monitoring frequencies established below at outfall 001:
Naphthalene 0.162 0.061 i Quarterly Grab Effluent
Nitrobenzene 0.187 i 0.074 Quarterly ; Grab Effluent
2-Nitrophenol 0.190 % 0.113 1 Quarterly Grab Effluent
4 Nitrophenol 0.341 �-� 0.198 I. uarterly Grab Effluent T
! , „-, s,, ,l_O.a41,f l��,s ptterly
'terly �`z..s Grab Effluent
Phenanthrene 0162,
Phenol j0.072 Q Effluent
arene 3f ? .,,,. 0.1 0.06- zas: F ,k rab tP �� t�s Q . Effluent
Y. ?�� ` 4 qkt 0.06 jF, uarterl' rs Grab Effluent
Tetrachloroeth lensf, Q 0:1
Toluene 1 t .. 20 �'� i.O:Or�2a, ' ;I'y"';�: Quarterly., Grab Effluent
1,2,4-Trichlorobenzene; ' 0.365 '�' 'f 0.187 l + ` �i
1 ,. a .. r � �� .... � _.. : ;. �Q � _._�Y.' � - Effluent
l.•..• `.:.' _. 0.0z..,y , ° uarte jl.• ,' Grab.
;,.'J�- {_..� +'3', + °�L.i. r .(uarteClykn Grab Effluent
1,11 Tr�chloroethane' f 0149 58 ; uarterl Grab
f s.
20
1,1 2 Trichloroethane ' b: 0.149 O.b58 i Effluent
Vin l Chloride
_.
Trichloroethylene iY
0.1r49 s :1 0:058 i , j� �` `uarterly',. Grab Effluent
r!,:'., 0 X3$ f l}.. Of286 to f{' uarte�l r Grab Effluent
'+! fir$+l
�•° ! I t:.
Notes: ,• ; • Y L., ,.
1. A OCPSF process flow of 0.33 MGD w s used t calcul t le bs/da l�rruta ions.`
0

Permit NC0OO4944
Part I. Section A.
3. CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY) — OUTFALL 001
' The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to,
Ceriodaphnia dubia at an effluent concentration of 34 %. _
The permit holder shall perform at a minimum, Quarterly monitoring using test procedures outlined in the "North Carolina
Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 199B, or subsequent versions or "North Carolina
Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The tests will be
performed during the months of February, May, August, and November. Effluent sampling for this testing shall be
performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit
limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months
as described in "North Carolina Phase 11 Chronic Whole Effluent Toxicity Test Procedure" (Revised -February
1998) or subsequent versions,
si •
The chronic value For multiple concentration Tests will be de'
ter"m ned u mg the geo etric mean of the highest 1 ,._
concentration Navin nq: etectalile imps"irfinent of ieprod Lc; tion qr survival and_th lowest concent�tion that does have a
detectable impairment o reproduction or sure%val.- The definition of"detecble impairment,"lco]lection methods,
exposure regimes, and f rthe statistical methods:are specifi�d'in the "North Carolina Phase it Chronic Whole Effluent
Toxicity Test Procedure (RevtsedjFebruary 1998] f or subsequen versions N
All toxicity testing fesulls re more a's part of thi' it condition wil, be enteredbn thejEffldent Discharge Monitoring
Form (MR-1) for the months to w ici to is were per€ormes§ lf,iepprting p ssffailesults using the parameter code
TGP3B, I ti r G r i �.;.
DWQ Form AT+ 1 (onginial} is s nttvt1�e below addressf report ng Chronic Value results using the parameter
code THP3B, DWQ FormmAT 3 .original1 is to be sent to the follo ing add ess: 7 ,
rfi
µT Attend n N [�EN ^i / Divistor� of Wa er Quality f r
i ,En iron:rinental Scie�ices Se tion f
,, " 1
1621-"Mail Service�Genter
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days after
the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature. Total
residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of
the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name,
permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment
area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required
during:the following month., . A I I,
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality
indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate
monitoring requirements or limits.
If the Permittee monitors any pollutant more frequently then required by this permit, the results of such monitoring shall
be included in the calculation and reporting of the data submitted on the DMRand all AT Forms submitted.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival,
minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will
require immediate follow-up testing to be completed no later than the last day of the month following the month of the
initial monitoring.

.Permit NCO004944
Part [,.Section B.
1. FINAL LIMITATIONS AND CONTROLS FOR STORMWATER DISCHARGES
During the period beginning on the effective date of the permit and lasting until expiration, the permittee is authorized to
discharge stormwater from outfalls A, B, C, D, and S. Such discharges shall be controlled, limited and monitored as
specified below.
STORMWATER POLLUTION PREVENTION PLAN
The permittee shall develop and continue to update a Stormwater Pollution Prevention Plan, herein after referred to as the
Plan. The Plan shall be considered public information and shall include, at a minimum, the following items:
(1) Site Plan. The site plan shall provide a description of the physical facility and the potential pollutant sources
which may be expect d to contribute to ontamma��lon f stormwater disch rges The -site -plan shall contain the
following71U1 Irtil lsJr t;# 1L1. �r t14 FfAq '4�Or ft,r'r`ar }vW.'r�
(a) A general 1-1 1ca , fi n niap (t�SG�y quadrangle iWa' o`r app roprR1tely-drafted eguivaleii map), showing the
fac�lity. locaiio in relation tb transportatioh,routes and's rface waters, the ame of the receiving
watersi to whit the stormwater outfa]I(s� dii+rges, or f the discharge is° a a municipal separate
storms wer� sys n; thelname of he muni[r ali anq the ultima a recewinE arers, and accurate latitude
J -� k• `,�{ r , t. zi r .I xk 1.�.-' f Fr`, �- dd.. 1.. .. 1
and Ion itu e'of he points) of csch ge Ie g neral location ap (oralte natively the site map) shall
.� i ar � asp
id nti wh ther each receiving Ovate is impair d (Alhe state' 303( lis of impaired waters) or is
-ahe !d.tr•' a 1 'apt'" -c•.i. .• - s,
locate in a at rshed For w�iich a MD�. has been es
tabLs ed, and ha the parameter(s) of concern
,s� f- r�2� l� s ��, , } fps
a e s,�•• i
T Fi�4• kuaFt•
(b) A narrative'de criition of stora a practces; Ioadi g and' nloading act�vitie ,outdoor process areas, dust
or particulate/generating orlcon of processes an wastr disposal prarltice . A narrative description of the
potential pol utants which could e exected to b present in the storwatr discharge from each outfall.
(c) A site map drawn to scale (including a distance legend) showing: the site property boundary, the
stormwater discharge outfalls, all on -site and adjacent surface waters and wetlands, industrial activity
areas (including storage of materials, disposal areas, process areas, loading and unloading areas, and haul
roads), site topography, all drainage features and structures, drainage areas for each outfall, direction of
flow in each drainage area, industrial activities occurring in each drainage area, buildings, existing BMPs,
and impervious surfaces. The site map must indicate the percentage of each drainage area that is
impervious.
(d) A list of significant spills or leaks of pollutants that have occurred at the facility during the three (3)
previous years and any corrective actions taken to mitigate spill impacts.
(e) Certification that the stormwater outfalls have been evaluated for the presence of non-stormwater
discharges. The certification statement will be signed in accordance with the requirements found in Part
ti•, r sir r i"r"..r v,-., �.. ,�,.., ,u , ,
')il,}StandiLl Can '.. - .1. Section B >?aragrapli;5� The permittee shall re -certify annually that the
stormwater outfalls have been evaluated for 6ilpresenncefof,non-stormwater discharges.
• , , ``, ,]- � W v, -s
C2:1 Stormwater Management Plan. The stormwater management plan shall contain a •narrative description of the
materials management practices employed which control or minimize the exposure of significant materials to
stormwater, including structural and nonstructural measures. The stormwater management plan, at a minimum,
shall incorporate the following:
(a) Feasibility Study. A review of 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
stormwater. Wherever practical, the permittee shall prevent exposure of all storage areas, material
handling operations, and manufacturing or fueling operations. In areas where elimination of exposure is
not practical, the stormwater management plan shall document the feasibility of diverting the stormwater
runoff away from areas of potential contamination.

Permit NC0004944
(b) Secondary Containment Requirements and Records. Secondary containment is required for: bulk storage
of liquid materials; storage in any amount of Section 313 of Title 111 o f the Superfund Amendments and
Reauthorization Act (SARA) water priority chemicals; and storage in any amount of hazardous
substances, in order to prevent leaks and spills from contaminating stormwater runoff.'A table or
summary of all such tanks and stored materials and their associated secondary containment areas shall
be maintained. If the secondary containment devices are connected to stormwater conveyance systems,
the connection shall be controlled by manually activated valves or other similar devices (which shall be
secured closed with a locking mechanism), and any stormwater that accumulates in the containment area
shall be at a minimum visually observed for color, foam, outfall staining, visible sheens and dry weather
flow, prior to release of the accumulated stormwater. Accumulated stormwater shall be released if found
to be uncontaminated by any material. Records documenting the individual making the observation, the
description of the accumulated stormwater, and the date and time of the release shall be kept for a period
of five years.
(c) BMP Summary. A listing of site structural and non-structural Best Management Practices (BMP) shall be
provided-Th instalia ion and implementationlof BMP: shall-bµe-Eased on the assessment of the potential
far ]Sources to c?ntribute significant quantities elf pollutants to sto waterSdischar es and data collected
through riiomPt" o�mg of stormwate discharges:,; he BMP Summary�shall include a' ritten record of the
spedfic[�ationalG foil instarllatian'a dim �leme1n tion oftl� sell ctec!site BMPs.Ahe BMP Summary shall
be eviel 'weand updated annLall . k
3. Spill Preventionland Response Pian The Sill Prev satiori and respone P PR san (SP_
} shall incorporate an
assessment of potential pollutaht sources�bas /: o ja mat rials inventory' f the facili Facility personnel (or the
team) responst ]le fqr im lemenring SPRP sUj be ide tifi�d in a wri en list incorporated into the SPRP and
signed and datd byeac}� individual ac nowledgmg—their,; esponsri ifities For the ptarT. A responsible person shall
kn
be on -site at al times during facility op ration that Have he pote tial to contaminate stormwater runoff through
spills or expos -re,of materials associate withahe fa,_ opera ti ns. The SPRP mu t be site stormwater specific.
Therefore? an oil Spill P/reventib Contro aid ConnterEmeaFure.plan (SPCC) ma be; component of the SPRP, but
may not bye sufficient ko compieely gddreIs�thetormwater aspets of the SPR i ,Th common elements of the
SPCC withxhSPRPriay be iricorporateci y�e erence_intii the_S1JRP. t i
4. Preventative Maintenance and Good Housekeeping Program. A preventative maintenance and good housekeeping
program shall be developed. The program shall list all stormwater control systems, stormwater discharge outfalls,
all on -site and adjacent surface waters and wetlands, industrial activity areas (including material storage areas,
material handling areas, disposal areas, process areas, loading and unloading areas, and haul roads), all drainage
features and structures, and existing structural BMPs. The program shall establish schedules of inspections,
maintenance, and housekeeping activities of stormwater control systems, as well as facility equipment:, facility
areas, and facility systems that present a potential for stormwater exposure or stormwater pollution. Inspection
of material handling areas and regular cleaning schedules of these areas shall be incorporated into the program.
Timely compliance with the established schedules for inspections, maintenance, and housekeeping shall be
recorded in writing and maintained in the SPPP.
5. Employee Training. Training programs shall be developed and training provided at a minimum on an annual basis
for facility personnel with responsibilities for: spill response and cleanup, preventative maintenance activities, and
for any of the facility's operations that have the potential to contaminate stormwater runoff. Facility personnel (or
team) responsible for implementing the training shall be identified, and their annual training shall be documented
• by the signature of each employee trained.
6. Responsible Party. The Stormwater Pollution Prevention Plan shall identify a specific position(s) responsible for
the overall coordination, development, implementation, and revision to the Plan. Responsibilities for all
components of the Plan shall be documented and position assignments provided.

Permit NCO004944
Plan Amendment. The permittee shall amend the Plan whenever there is a change in design, construction,
operation, or maintenance which has a significant effect on the potential for the discharge of pollutants to surface
waters. All aspects of the Stormwater Pollution Prevention Plan shall be reviewed and updated on an
annual basis, The annual update shall include an updated list of significant spills or leaks of pollutants for the
previous three years, or the notation that no spills have occurred. The annual update shall include written re-
certification that the stormwater outfalls have been evaluated for the presence of non-stormwater discharges.
Each annual update shall include a documented re-evaluation of the effectiveness of the BMPs listed in the BMP
Summary of the Stormwater Management Plan.
The Director may notify the permittee when the Plan does not meet one or more of the minimum requirements of
the permit. Within 30 days of such notice, the permittee shall submit a time schedule to the Director for modifying
the Plan to meet minimum requirements. The permittee shall provide certification in writing (in accordance with
Part II1 Standard Coriditions`Section B jParagraph'�) to the Director that the changes have been made.
8. Facility Inspections. Inspections of the facility and all Stormwater systems shall occur as part of the Preventative
Maintenance aqd ,Goad Housekeeping Program at a,mtnfmum on.a semi -an uai,schedule,'o ce during the first half
I .. l.t. i i_ I , a +J.
of the year (�anuary to �ttne), and once"du►�'ng the second half (July to Dece`b,er), with at le st 60 days separating
inspection ates (unless erforme'd more equegtly tha semi annually) These facthty fn pecdons are diffe ent
i y I I'I; 1�--l t, .� � h�i`�nK "/ � ^7Mcr � { •i
from, and t addki" /1to; 1te sto�r watetr di charge ehayracteristtc m nitonng required n Section 6t 41
below. S
9. Implementation. Th permittee shhall impI inent the Plan lmpleirientation of the NYA shall include documentation
j L� . • .• r - I . ! L . fTM'sea.
of all monitoring, measurement's mspectt ns, main enan a acttvrt>es, andraini g pr vided to employees',
tr v I `�1r1�'" 1 ra- I ' iS P kpa, r7F
including te to of to s�m4hng data an of actions taken to implement 131MPs al si7ci red with the industrial
activities, inclu ing ' ehtCie tnatnterianc activities Such ocumentatlo"n slltali b kep on -site for a period of five
years and mad avatlab] to the erect r or the Director's authorized representative mmediately upon request.
2. MINIMUM ITORIr G D REPO IN REQUIREMENTS
1. Analytical monitoring of(Stormwaltei ^di �e�arg� se shall b6 erfor ed as spectfied:in Table 1. All samples shall be
collected from a discharge;resulting from a representative storm vent. The regui' N monitoring will result in a
minimum of ten analytical samplings being conducted over the term of the permit at each stormwater discharge
outfall (SDO). -
A representative storm event is a storm event that measures greater than 0A inches of rajnfall. The time
between this storm event and the previous storm event measuring greater than 0.1 inches must be at least 72
hours. A single storm event may have a period of no precipitation of up to 10 hours. For example, if it rains
but stops before producing any collectable discharge, a sample may be collected if the next rain producing a
discharge begins within 10 hours.
If the stormwater is controlled by a detention pond, and that pond discharges only in response to a storm event
exceeding a 2S-year, 24-hour storm, the pond shall be considered a non -discharging stormwater control system
and not subject to NPDES requirements, unless the discharge causes a violation of water quality standards.
3. Stormwater samples analyzed in accordance with the terms of this permit shall be submitted on forms provided
by the Director no later than March 1 following the year in which sampling was required to the DWQ Central
Office. Stormwater samples analyzed in accordance with the terms of this permit shall be submitted to the
Division on Discharge Monitoring Report forms provided by the Director. The permittee shall also submit an
Annual Summary Data Monitoring Report to the appropriate DWQ Regional Office (RO) by March 1 of each
year. The submittal shall be on forms supplied by the Division. Addresses for each RO can be found here:
http://portal.ncdenr.orgf web/wq/home/ro/
4. Specific monitoring requirements:
(a) Stormwater from Performance Fibers - Salisbury. Monitoring in Table 1 applies to all of the stormwater
discharges associated with industrial activity that discharge to the surface waters of the state.

• i
Permit NCO004944
Table 1. Analvtical Stormwater MonitorinE- Reouirements
Discharge ¢
Measurement
Sample--:.`,
r Sample,
T
Charactei�stics''
Un►ts+``.;<«
Fre""uenc��l
T '"e2
?L'ocation3
Total Suspended Solids
m L
semi-annual
Grab
SDO
Biochemical Oxygen Demand (BOD), 5-
mg/L
semi-annual
Grab
SDO
day, 20 aC
Total Petroleum Hydrocarbons (TPH),
mg/L
semi-annual
Grab
SDO
EPA Method 1664A SGT-HEM
Total Nitro en TN ^
m L
semi-annual
Grab
SDO
Total Phosphorus (TP)4
m L
semi-annual
Grab
SDO
H
standard
semi-annual
Grab
SDO
Total Rainfalls
inches
semi-annual
Rain Gauge
-
Footnotes F
1 Measurement Frequ ncy Try
.2 Grab sampl'es`'shall b coUect,
3 Sample II o ahon. S5_ p16.sh
outfall status has bee grantc
I L: Ins- Fij
4 The permrtt e m y di ontini
below th ' S'` chi 'a n lTal
y 5.
5 For eac �satnplerep esenta
to f I t v:-
local rain gauge readi g1musil
The permittee„ hallcdi.ii lete the
below in Table-2. A m nimum
monitoring has been Ustrtute{d {a
Tablet. Monitoring Schedule
d
arduring a re resenrve storm event I
1 I
n}hm e firs 30 hi 1 utes qrf d -har 1
)e coll' cted at a ch�'stormwater discharge tfall'SDO unless representative
t 45e
3 T f Y i
ionrt� ing or 1 an' TP aft our." conser'0`6' a samples if all values are
l - " - 11
storm event the btal preclprtatron.m st be recorded. An on -site rain gauge or
um mganalytiJcal
s in accordance with the schedule specified
iarr�pl�ri
da s must separat
Perto
1 and Period 2 sample dates unless monthly
pLIZ a .T er Tw res onse
R Monitdryrigperiodl ti';:SampleNumber�
:r
}tY k�4;r
.l
Year 1 — Period 1
1
April 1, 2010
June 30, 2010
Year 1 — Period 2
2
July 1, 2010
December 31, 2010
Year 2 — Period 1
3
January 1, 2011
June 30, 2011
Year 2 — Period 2
4
July 1, 2011
December 31, 2011
Year 3 — Period 1
5
January 1, 2012
June 30, 2012
Year 3 — Period 2
6
July 1, 2012
December 31, 2012
Year 4 — Period 1
7
January 1, 2013
June 30, 2013
Year 4 — Period 2
8
July 1, 2013
December 31, 2013
Year 5 — Period 1
9
January 1, 2014
June 30, 2014
Year 5 — Period 2
10
July 1, 2014
December 31, 2014
During Renewal Processz
11t
January 1, 2015 .
March 30, 2015
Footnotes:
1 if no discharge occurs during the sampling period, the permittee must record "No Flow" on a monitoring report
within 30 days of the end of the sampling period and maintain this record in the SPPP.
2 Maintain semi-annual monitoring during permit renewal process. If at the expiration of this permit, the
permittee has submitted an application for renewal of coverage before the submittal deadline, the permittee will
be considered for renewed coverage. The applicant must continue semi-annual monitoring until the renewed
permit is issued.
(b) Facilities which have any vehicle maintenance activity occurring on -site which uses more than S5 gallons of
new motor oil per month when averaged over the calendar year shall perform analytical monitoring as
specified below in Table 3. This monitoring shall be performed at all stormwater discharge outfalls which

ill
Permit NCO004944
discharge stormwater runoff from vehicle maintenance areas, in accordance with the schedule presented in
Table 2. All analytical tnonitoring shall be performed during a representative storm event.
Table 3. Analvtical Monitoring Requirements for On -Site Vehicle Maintenance
Discharge.CharaCteristics
+ r' lJnits+ ,
Measurement
Sample f °'
Sample, r
r:
Fre' uenc
,,,T., e2
Lo6tion3
H
standard
semi-annual
Grab
SDO
Total Petroleum Hydrocarbons (TPH),
mg/1
semi-annual
Grab
SDO
EPA Method 1664A SGT-HEM
Total Suspended Solids (TSS)
m l
semi-annual
Grab
SDO
Total Rainfal14
inches
semi-annual
Rain gauge
New Motor Oil Usage
allons month
semi-annual
Estimate
-
Footnotes:
1 Measuremlent„Frequency: Twice-pery ar during,a-repl resenttive storm-elvent—for:eaeh year until either another
permit is issued foritbis facility or until his permit- revokedior rescrndetd tsIf at the end ' If this permitting cycle
t r^ }�n ! ` i -e I.f °i-i:_. d, ,. F'. r •".., - Cos
the permittee has sub t itted;the approPr�iate papervvok for 1 renewal pmit before she ubmittal deadline, the
permitteewill cons�dered fora r newl apprication The appli ant.rimiJs%continue seem annual monitoring
until the renewed erI it is issued. ee Table 2. for sch�dule of m nitoring peribds t rough the end of this
I,FS,�
permitting cy ]e
2 If the storrow ter }-uno f rs con rolled b a storm ter dete trap pond a grab airp e of the discharge from the
pond sh H be collected i( M the firsti 0 minut s f di charge from tti pond Y.;r! .;,'
yrF r .: 1 ., ++.YXr I' JJ r 3 it f 1 �� 5 b� 'fit, k
3 Sample Locat on:am leg shall be cv] ected at �c . st rm ater;"discha ge ou fall: SDO] that discharges
stormwater noffro area( ),whe a vehicle mainteiinc acti ities occur. �(',
4 For each sampled repr�sentat3ve sto evAt the total red ita ion must be re ed. An on -site or local rain
gauge reading must b recorded
Monitoring results shall be compared tot elbenc imark va1 es k , able 4. The enc mark values in Table 4 are
not permit limits but should be usec��s uldeli es for�the erni4ee's SPPP. Exceed nces of benchmark values
require the permittee to increase monitoring, increase management actions, increase record keeping, and/or install
stormwater Best Management Practices (BMPs), as provided in 3. below.
5. The permittee shall report the analytical results from each sample within the monitoring period. The permittee
shall compare monitoring results to the benchmark values in Table 4. The benchmark values in Table 4 are not
permit limits but should be used as guidelines for the permittee's Stormwater Pollution Prevention Plan (SPPP).
Exceedances of benchmark values require the permittee to increase monitoring, increase management actions,
increase record keeping, and/or install stormwater Best Management Practices (BMPs) in a tiered program. See
the descriptions of Tier One and Tier Two.
Table 4. Benchmark Values for Analvtical Monitorine
t� Disciarge,aracteriktics{ l it s
C3i
Aga Units ' _+ t
s K;� Benchmar k'6'; if
Total Suspended Solids (TSS)
mg/L
100
Biochemical Oxygen Demand (BOD)
mg/L
30
Total Petroleum Hydrocarbons (TPH),
EPA Method 1664A (SGT-HEM)
mg/L
15
Total Nitro en
m L
30
Total Phosphorus
mg/L
2
pH
standard
6-9

Permit NC0004944
'.Tier One' -
If: The first valid sampling results are above a benchmark value, or outside of the benchmark range, for any
parameter at any outfall;
Then: The permittee shall:
1. Conduct a stormwater management inspection of the facility within two weeks of receiving sampling
results.
2. Identify and evaluate possible causes of the benchmark value exceedance.
3. Identify potential and select the specific: source controls, operational controls, or physical improvements
to reduce concentrations of the parameters of concern, or to bring concentrations within the benchmark
range.
4. Implement the selected actions within two months of the inspection.
5. Record each instance of a Tier One response in the Stormwater Pollution Prevention Plan. Include the
date and value of the benchmark exceedance, the inspection date, the personnel conducting the
inspection, the selected actions, and the date the selected actions were implemented.
[f: During the term of this per ` it, theftrsfalidsmpimgjresulf]s from two consec 'twe momtormg�periods are
Y i -c'- n
above the benchmark val�ues� or outside ofhe benchmarks ea ge, fo any;sprecifi parameter at a pecific
discharge outfall, 9 ,'F •A
Then: The permittee stall
1. Repeat ail the r ui ed a tipns"o th ed a ovelin T er One.
P I q
2. Immediately in titu�e m ntl�hlymomtorin for all pam tern at every outfall where a sampling result
exceeded # helb�ench�nar value forttwa6nseutiv� sam y les. Monthly [a alyticlal an qualitative)
monitorin sti 11 contra a until three eonsec hve sam ]e results are bel' w the benc mark values or
within the be hmlarkr ne3,%��
3. If no discharg�occ�irrs urtng the 'sampling eriod the pe mittee s required tv record "No Flaw" on a
monthlymonitoring-re ort to om 1 with re ortin re uireme s. i
�,yP
..1 cj �Yti` ,y.. _• g.�wgy ,Y...!� ��tt•'
4. Maintaina r6edrd.of.the Tker Two response in the-Stormwater Pallution Preventio Plan.
During the term of this permit, if the valid sampling results required for the permit monitoring periods exceed the
benchmark value, or are outside the benchmark range, for any specific parameter at any specific outfall on four
occasions, the permittee shall notify the DWQ Regional Office Supervisor in writing within 30 days of receipt of
the fourth analytical results. DWQ may but is not limited to:
• require that the permittee revise, increase, or decrease the monitoring frequency for the remainder of
the permit;
• require the permittee to install structural stormwater controls;
• require the permittee to implement other stormwater control measures; or
• require that the permittee implement site modifications to qualify for the No Exposure Exclusion.
6. If a facility is required to sample multiple stormwater discharge locations, the permittee may petition the Director
to sample at a reduced number of outfalls. These outfalls would be granted "Representative Outfall Status" (ROS).
DWQ may grant Representative Outfall Status if discharges from a single outfall are representative of discharges
from multiple outfalls. Approved ROS will reduce the number of outfalls where analytical sampling requirements
apply. Qualitative observations shall be recorded for all outfall locations.
7. This site discharges to impaired waters experiencing problems with biological integrity (North Second Creek) and
excessive nutrient loading (High Rock Lake watershed). If a Total Maximum Daily Load (TMDL) is approved for
this segment of North Second Creek or High Rock Lake, the permittee may be required to monitor for the
pollutant(s) of concern in the future and submit results to the Division of Water Quality. The Division will
consider the monitoring results in determining whether additional BMPs are needed to control the pollutant(s) of
concern to the maximum extent practicable.

Permit NCO004944 ,
If additional BMPs are needed to achieve the required level of control, the permittee will be required to (1)
develop a strategy for implementing appropriate BMPs, and (2) submit a timetable for incorporation of those
BMPs into the permitted Stormwater Pollution Prevention Plan.
8. Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of representative outfall
status and shall be performed as specified in Table 5, during the analytical monitoring event. [if analytical
monitoring is not required, the permittee still must conduct semi-annual qualitative monitoring.] Qualitative
monitoring is for the purpose of evaluating the effectiveness of the Stormwater Pollution Prevention Plan (SPPP)
and assessing new sources of stormwater pollution.
Table 5. qualitative Stormwater Monitoringe Requirements
Discharge Characteristics "i?ff.. }rl+
k.;4Fre uen liXt.;Monitorin
Location:,
.+, t:',
Color
semi-annual
SDO
Odor
semi-annual
SDO
Clarity
emi-annual ..
_SDO
1}�n'��9�1
Float in -Solids"','.�rni
annual
k x �.
a �.,-57 Yam. '.....��,,
Sus ended Solids ���" ,� .�i..
�1.��a mi-annual
SDO
I
'aka; `s"
Foam ;„
mi anfnual+
SDO
Oil She7en
se i-annual'" ;4.
SDO
!S?�k.,"cf.�.
1
z {
,L;ia,
dl
a ositio attlie outfall;" �-annual'
,J ,
�'�.�
:,."� SDO
jrErosion'br
Other bbvi us ► dicaors;of tormwater
-a nu l
ft
SDO
ollution..
;Rl
�.
�tnotes f
Measurement Fre en�cy wice pe lyear'durtng.a re resent tive storm event; reach year until either
anot}h,er permit is} sued fo this facil'�y or,til this"p rmit is revoked or r seined: IFat the end of this
permitting , let he p rm► tee has su mitt d the ppro riat paperwork Far,a' renewal permit before the
sub miftai deadline, the permittee illtbe considereor a renewal application. The applicant must continue
semi-annual monitoring until the renewed permit is issued. See Table 2 for schedule of monitoring periods
through the end of this permitting cycle.
Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall (SDO)
regardless of representative outfall status. '
In the event an atypical condition is noted at a Stormwater discharge outfall, the permittee shall document the
suspected cause of the condition and any actions taken in response to the discovery. This documentation will be
maintained with the SPPP.
9. The permittee shall record the required qualitative monitoring observations on the SDO Qualitative Monitoring
Report form provided by the Division, and shall retain the completed forms on site. Visual monitoring results
should not be submitted to the Division, except upon DWQ's specific requirement to do so.
10. RECORDS RETENTION
Along with the Stormwater Pollution Prevention Plan, qualitative monitoring shall be documented and records
maintained at the facility. Copies of analytical monitoring results shall also be maintained on -site. The permittee
shall retain records of all monitoring information, including all calibration and maihtenance records and all
original strip chart recordings for continuous monitoring instrumentation, and copies of all reports required by
this individual permit for a period of at least 5 years from the date of the sample, measurement, report or
application. This period may be extended by request of the Director at any time.
11. BYPASSING OF STORMWATER CONTROL. FACILITIES
Bypass is prohibited, and the Director may take enforcement action against a permittee for bypass unless:
a. The bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and

Permit NCO004944
b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities, retention of
stormwater or maintenance during normal periods of equipment downtime or dry weather. This condition is
not satisfied if adequate backup controls should have been installed in the exercise of reasonable engineering
judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventive
maintenance; and f
C. The permittee submitted notices as required under, Part Ili, S'ectibn EP?T of this permit.
If the Director determines that it will meet the three conditions listed above, the Director may approve an
anticipated bypass after considering its adverse effects.
12. STORMWATER DEFINITIONS
1. Best Management Practices {BMPsJ
Measures or practices used to reduce the amount of pollution entering surface waters. BMPs may take the form of
a process, activity, or physical structure. More information on BMPs can be found at:
htt cf ub.e a. ov n des torinwater memo m s in ex.gfm.
Z. Bulk StoraEelof Liduid rodu
Liquid raw rnater:ials, m nufactured prod. cts, waste m terials� or by prod cts with a s ngl above ground storage
container hay n� a capac ty of gr ater than 660 �allons r with multiple a ove group storage containers having a
total storage ca ac►��vv.6 reater't an 32 all ns`
Ij jjEE `w 1 ..
3. Munici l ate Sta w S t rri 1VI
A stormwaterr c Ilect on stern within a' incorporated area of local..Mfself overnmen such as a city or town.
f l wy Y r:•� `! f� ,is ff.lr'.. i r1r�1sG L t.A4 I'r.,i, s E'R
4. No Expos.
A condition of o expos re mezi! s that' I1 industrial materlials and activities are prot� cted by a storm resistant
shelter oracce6ble storage containers to preventexpo re to r n, snow, snowme; t, or runoff. Industrial
materials or actrv�tres 'T chide,`j`�jut are n I�tnite to, ate ia� handing equipment o activities, industrial
1 ryhtkr'tt..r_r I l �yl'I �� `.its
machinerly ravv mate' a1s tnter�nediate p odik s, by rod cts,, al products ar waste products. DWQ may grant
a No Exposu'r. Excl slop f�om_[VPDESSto wa er Permitting -requirements only if_a facility complies with the
terms and conditions described in 40 CFR §122.26(g)
5. Point Source Discharge
Any discernible, confined and discrete conveyance, including but specifically not limited to, any pipe, ditch,
channel, tunnel, conduit, well, discrete fissure, container, rolling stock, or concentrated animal feeding operation
from which pollutants are or may be discharged to waters of the state.
6. Representative Outfall Status
When it is established that the discharge of stormwater runoff from a single outfall is representative of the
discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall status
allows the permittee to perform analytical monitoring at a reduced number of outfalls.
7. Secondary C,Qntainment
Spill containment for the contents of the single largest tank within the containment structure plus sufficient
freeboard to allow for the 25-year, 24-hour storm event.
8. 'Section31Water PrioriChemical
A chemical or chemical category which:
(a) Is listed in 40 CFR 372.65 pursuant to Section 313 of Title III of the Superfund Amendments and
Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right -to -Know
Act of 1986;
(b) Is present at or above threshold levels at a facility subject to SARA title 111, Section 313 reporting
requirements; and
(c) That meets at least one of the following criteria:

Permit NCO004944
(1) Is listed in appendix D of 40 CFR part 122 on either Table II (organic prioritypollutants), Table III
(certain metals, cyanides, and phenols) or Table IV (certain toxic pollutants and hazardous
substances);
(2) Is listed as a hazardous substance pursuant to section 311(b)(2)(A) of the CWA at 40 CFR 116.4;
or
(3) Is a pollutant for which EPA has published acute or chronic water quality criteria.
9. Significant Materials
Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic pellets;
finished materials such as metallic products; raw materials used in food processing or production; hazardous
substances designated under section 101(14) of CERCLA; any chemical the facility is required to report pursuant
to section 313 of Title III of SARA; fertilizers; pesticides; and waste products such as ashes, slag and sludge that
have the potential to be released with stormwater discharges.
10. Significant Spills
Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities under
section 311 of the Clean Water Act (Ref: 40 CFR 1rT071 and C rse _- :21) or ctYon.1-02 of CERCLA (Ref: 40 CFR
302.4). - nb i ,,
�r , 1p �' r�,,�4tY Rfr s .� � s i,- s t a {s 5
r,+ So"4 yE i1i, t ,r 7
11. Stormwater; Associated with jndu trial Activity ,:
The discharge from any point sou ce uvhic is used for collecting and conveying stormwwater and which is directly
related to manu actufring,lprocessing or rare miterial'sto�age �reas at an industri' si Facilities considered to be
engaged ini'ind strial ac vi#ies' mclude.t ose acti yes efined iti'40 CF 122.26(b) 14). The term does not
include dischar es From f cilities or activ ties excl d d fr m the NPDES p ogram }�
,r
12. t rmwat r DE' char tF 11' S
The point of de�arture otstorinwater-f m a;discernihle; onRn6d or discrete conve ante, including but not
limited tojstoim•se/ wer. ipes,,drainage c�itci.es; chanriels; piElways, or channelized�' ollection areas, from which
t,..,.� I,. ..}.-..:,11 .: fr :.:'
stormwater flaws directly or indirectly i to waters,of;the State of orth Carohna
13. Stormwaer
The now of water which results from precipitation and which occurs immediately following rainfall or as a result
of snowmelt.
12. Total Flow
The flow corresponding to the time period over which the sample collection occurs. The total flow calculated
based on the size of the area draining to the outfall, the amount of the built -upon (impervious) surfaces within the
drainage area, and the total amount of rainfall occurring during the sampling period.
13. Total Maximum Daily Load fTMDLI
TMDLs are written plans for attaining and maintaining water quality standards, in all seasons, for a specific water
body and pollutant. (A list of approved TMDLs for the state of North Carolina can be found at
httl);jjh2o.enr.state.nc.us/tmdl j)
14. Vehicle Maintenance Activity
Vehiclo rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations, or airport
deicing operations.
15. Visible Sedimentation
Solid particulate matter, both mineral and organic, that has been or is being transported by water, air, gravity, or
ice from its site of origin which can be seen with the unaided eye.
16. 25- ear. 24 hour storm event
The maximum 24-hour precipitation,event expected to be equaled or exceeded, on the average, once in 25 years.

.. _� All�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
STAFF REVIEW AND EVALUATION MRO
—]
NPDES Permit (Stormwater Permitting Unit Review)
Facility Name:
Performance Fibers
NPDES Permit Number:
NC0004944 (Stormwater included with NPDES WW permit)
Facility Location:
Salisbury, NC (Rowan County)
Type of Activity:
Polyester resin and fiber manufacture
SIC Code:
2821
Receiving Streams:
North Second Creek (index 12-108-21) & Withrow Creek (index 12-
108-21-3)
Impaired Waterbodies?
Yes: North Second Creek has impaired biological integrity (2006 303d
List). Also drains to High Rock Lake Watershed, which suffers from
nutrient and turbidity impacts.
River Basin:
Yadkin -Pee Dee River Basin, Sub -basin 03-07-06
Stream Classification:
C
Proposed Permit Requirements:
See stormwater portion of draft NPDES permit.
Monitoring Data:
See Table 1
Facility Location:
See Figure 1
Central Office SPU Staff Contact:
Bethany Georgoulias, [phone]
Stormwater-related Documents Reviewed:
• NPDES Permit Files and application (rec'd September 2008)
• Yadkin Basinwide Plan (July 2008)
• Final 2006 & DRAFT 2008 303(d) Lists; TMDL Documents
• EPA Sector -Specific Permit (2008)
• Natural Heritage Program's Threatened and Endangered Species Database
• 40 CFR Subchapter N, Stormwater Effluent Guidelines
Pagel of 5

NCO004944
Figure 1: Map of Facility Location
Yadkin - Pet Dee River Basin
South Yadkin River Watershed
8-DigIt Huc 03040102
'AMLKES Y
t YAM
4p Cy
Lf,
C-
•
.....
—Y
...
Figure 2: Subwatershed in Yakin River Basin
Page 2 of 5

NCN04944
Central Office Stormwater Permitting Unit Review Summary:
1. Impairment: Withrow Creek is impacted (likely source is agriculture), but not impaired. North Second
Creek is listed as an impaired stream because of impacted biological integrity and turbidity problems.
This site is also located in the High Rock Lake watershed, which is severely affected by excess nutrients
and sediment problems. A TMDL for High Rock Lake is under development.
Draft permit incorporates TMDL language in the analytical monitoring section and maintains
nutrient monitoring.
2. Threatened and Endangered: None identified in NC Natural Heritage Program Virtual Workroom
databases.
3. Stormwater Effluent Guidelines: None from 40 CFR §414 applicable to this activity.
4. EPA MultiSector General Permit: EPA's 2008 MSGP (Sector C, SIC 2821) requires zinc monitoring for this
industry S1Cs; however, there are no apparent zinc sources in the industrial activities at this site. The
reviewer does not recommend zinc monitoring be added at this renewal.
Location: This site discharges Stormwater through five (5) stormwater discharge outfalls: SDOs A, B, C, D,
and 5. SDOs A, C, and D discharge to Withrow creek; SDO B and 5 discharge to North Second Creek, SDO
5 collects stormwater from the main manufacturing areas of the site and discharges through a system of
diverter weirs to the WWTP headworks or Number 2 Polishing Pond (this is where dry weather spills
would be routed). Excess water in large storms that overflows the diverter weirs goes directly to North
Second Creek,
6. Industrial Changes- Since Previous -Permit: There is a groundwater remediation program to treat ethylene
glycol contamination (interior system) in the WWTP and 1,4-dioxane (perimeter system) in the polishing
ponds. The program has been shut down for a trial period with EPA approval, and future operation is
unlikely, but the final decision is still pending. Also, production has declined over the past 10 years, and
about half of the site is shutdown. The only product now manufactured is polyester filament. All tanks
associated with the staple operation (south of the main building) have been emptied and cleaned.
7. Analytical Monitoring Notes: See Table 1 for summary of maximum values. The plant monitored
conventional pollutants and total toxic organics (TTO) annually during the previous permit term. The
only test result above detection limits was methylene chloride in the sample from SDO B in 2006 (just
above detect). [Methylene chloride is a very common lab contaminant, and given no other detects at this
site, contamination is the likely explanation.] Note the facility sampled for ammonia (not part of the SW
sampling parameters). According to the application, facility only sampled for TN and TP 2 times (instead
of 4 like the others).
8. Qualitative Monitoring Notes: Summary not provided (requested by reviewer). Additional info. provided
sample inspection form.
9. ComplianceNotes: None related to stormwater.
Page 3 of 5

Table 1: Analytical Monitoring - MAXIMUM Recorded Values as Reported on EPA Form ZC
Sample Date
Total Flow'
G)
Precipitation
n),
Duration-
(hours]
:.-"�013013' oPN
iz ATSS��,,�OW­
WAmmonia.
&G164
V,�e-A-TP,�� 4
Benchmark:
'30 md/L100
Benchmark.. `'36fichmark
mgIL
47,2 mg/L..
Be­'n"ch'Pr'. ar'k�
�g/L�
>
1. 36-6hrriark:
n§/u�
Aq41
kB6nchnf6r.k.
ng/L111
Beff6fimark
BeH6Hmark:
mg JO
-Fm-WiftejrjQ7u tfi�l I
NIA - Max
1.041
4
1 5
1 0.37 JW519MW60
< 5. 0
see notes
0.37
0.046
2/13/2008
0.280 0.7
20.83
2
5
6.3
< 5.0
see DMR
0.19
0.046
;'&Pr o-rm-" '0-' 11 B WaIWQ.. Leii
NIA - Max
0.300
4 9
0.79 7.0-7.7 < 5.0
see notes 0.79
0.053
2/13/2008
0.081
0.7 20.83
2 _7
7.5 < 5-0
see DMR 0.41
0.031
M 'iM
'C
�0 III
BAUM"
WA -Max
0.565
4
111�11
0.69
1 t4t9M5r4
< 5-0
see notes
0.69
0.2
2/13/2008
0.152
0.7
20.83
2
56
JJJJJF4!9
< 5.0
see DMR
0.65
+ 0.2
4r-Wos'ft " �j&
t6-r-hfv_v A fi� iir,� 0 6 tf a I I f D 46to q- '"&Aft
NIA -Max
0.088
4 9
1 O- 88
6.2-6.7 < 5.0 see notes
0.88
0.17
2/13/2008
0.024
0,7
20.83
2 8
6.3 < 5.0 see DMR
0.44
0.17
N/A - Max
0.653
9
27
2.5
6.4-7.0 < 5.0
see notes 2.5
0.37
2113/2008
0.176
0.7
20.83
7
27
6.6 < 5.0
see DMR 1.1
0.37
Over Current Benchmark
Data Not Collected
*Total Toxic Organics - Some compounds may be a concern below 1 mg/I; see review of analysis results.
L
For comparison, 2008 sample results shown above with maximum values recorded over last permit period.
Maximum from four(4)samples.
----
- - - - ------
Page 4 of 5

Permit Recommendations: Analytical Monitoring:
Reviewer recommends maintaining most parameters except Total Toxic Organics (TTO). None of the
concentrations indicates a problem, and the methylene chloride detect was likely attributable to laboratory
contamination (the benchmark of 110 mg/l is also far above 2.1 µg/l.) Ammonia was not required by the
permit, and based on sampled concentrations, reviewer does not see necessity to add it as a parameter to the
stormwater monitoring. Removing flow monitoring (no longer routinely required in stormwater permits).
The raw materials include ethylene glycol, terephthalic acid, and fiber finish lubricants. Renewal permit
retains BOD and TSS at all outfalls because appropriate indicators for stormwater pollution from the
industrial activities and chemicals (including ethylene glycol, which exerts high BOD) stored here.
Replacing Oil and Grease with TPH, or total petroleum hydrocarbons, as measured by Method 1664-A
(SGT-H1;M). TPH targets petroleum -based hydrocarbons (rather than including animal and vegetable based
greases and oils). The parameter is the same as what is now required for vehicle maintenance areas; the TPH
benchmark is 15 mg/l (instead of 30 mg/1).
Permit retains pH monitoring, especially since some values were below the benchmark range of 6-9 SU.
Permit retains Total Nitrogen (TN) and Total Phosphorus (TP) at all outfalls because discharge is to the
nutrient sensitive High Rock Lake watershed. However, past monitoring from four samples indicate levels
may not be of concern. Recommend discontinuing nutrient monitoring after four more samples.
Monitoring frequency will change to semi-annually through the permit term, and qualitative monitoring will
coincide with analytical sampling events. Introducing tiered response structure to benchmark
exceedances to be consistent with current stormwater individual permits.
Discussions with permit contact: 1/25/2010 Steve Lamb, 704-636-6000 (ext. 4862)
1, Q: Has there been a final decision about the groundwater remediation system?
ANSWER: Responsibility is with Celanese in Dallas, TX. Regardless, would not affect
stormwater discharges.
2. Q: Are there any sources of zinc at this facility or in its activities?
ANSWER: Cooling water treatment system may have zinc; blowdown discharges to WWTP,
NPDES permit allows toxicity testing in lieu of zinc or copper limits (per NC Action Level
policy).
3. Q: What is stored where on site? (Numbers on site plan are pretty small; verify location of ethylene
glycol tanks, etc.)
ANSWER: Glycol tank farm is at the back of the plant, near the railroad tracks. These all
drain to a stormwater diverter system, which routes the first flush to the head works of the
WWTP, and after 20 minutes or so, routes the rest to the polishing ponds (middle of
wastewater treatment). SDO 5 is part of that system, so there's hardly ever a discharge
there without treatment, except in a very large storm event that would cause it to overflow
(2/13/08 sample? May not have been diverted. Advised that sampling for this SDO not
required unless it does not go to the WWTP.)
NPDES Stormwater Permit materials reviewed and recommended changes in draft permit prepared by:
Bethany A. Georgoulias
DWQ Stormwater Permitting Unit
January 27, 2010
Page 5of5

A�
NCDENR
North Carolina Department of -Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
July 7, 201
Mr. Stephen Lamb
Performance Fibers Operations, Inc.
7401 Statesville Blvd.
Salisbury, North Carolina 28147
Subject: Draft NPDFS Permit
Permit NC0004944
Performance Fibers — Salisbury Facility
Rowan County
Dear Mr. Lamb:
Enclosed with this letter is a copy of the draft permit for your facility. Please review the
draft very carefullyto ensure thorough understanding of ti_;: conditions and requirements it
contains.
The draft permit contains the following significant changes from your current permit.
• Decreased process and sanitary flows resulted in reduced BODS and TSS limitations.
BOD5 and TSS limitations in this permit are: based on the Organic Chemical, Plastics,
and Synthetic Fibers technology effluent guidelines, 40 CFR 414, Subparts C and D.
• Iron annd Manganese show no reasonable potential to violate water quality standards.
Monitoring requiremennts for both parameters were removed from the permit.
• Revised OCPSF 40 CFR 414, Subpart I requirements, and included updated chronic and
human health consumption standards. See Part I, Section A. 2.
• The wording, in Part 1, Section A. 3, has been changed and the following
paragraph added: if the Permittee monitors any pollutant more frequently then
required by this permit, the results of such monitoring shall be included in the
1677 Mail Service Cenler, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Fhone:919-807,6300 k FAX: 91M07-64921 Customer Service 1.877-623,6748 No h Caro l i nil
Internet wwwlupay terquality.org atmra ly ,
An Equal Opportunity l Aftirmalive Arhon Employer ; �/ J� `(J

calculation and reporting of the data submitted on the Discharge Monitoring
Report and all AT Forms submitted. Please review the Section and possible
changes in form codes.
Stormwater requirements in Part I, Section B. have been changed and should be
thoroughly reviewed.
Concurrent with this transmittal, the Division will solicit public comment on this draft as required
by the EPA by publishing a notice in newspapers having circulation in the general Rowan County
area. Please revi�,w this draft carefully to ensure thorough understanding of the information,
conditions, and requirements contained therein. Should you wish to correct errors or provide
comments regarding this draft please contact the DENR / DWQ/ NPDES Program no later than
August 13, 2010.
Following the 30-day public comment period, the Division will review all pertinent comments and
take appropriate action prior to issuing a final NPDES permit. If you have questions concerning
the draft permit for your facility, please contact me by e-mail ([e-mail]) or call me
at [phone]. If you have any questions relating to the stormwater portion of this permit,
please contact Bethany Georgoulias by e-mail (bethany.geor og ulias wricdenr.,gov) or call her at
[phone].
Respectfully,
ulie A. Gl
Environmental Engineer, Surface Water Protection
Enclosure. NPDES permit NCO004944 (DRAFT, fact sheet, OCPSF calculations, RPA)
cc: NPDES Unit {craft permit, fact sheet, OCPSF calculations, RPA)
EPA Region 4 (draft permit, fact sheet, OCPSF calculations, RPA, permit application)
e-copy:
Mooresville Regional Office / Surface Water Protection Section (draft permit, fact sheet and calc.)
Aquatic Toxicology Unit (draft permit)
TACU, James Pugh (draft permit)
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604 One
Phone: 91 M07-6300 t FAX: [phone] Cuslomer Service: 1-877-623-6748 1 V orth Carolina
Internet: www.rlcvaterqualiry,orz} Naturally Equal nppprt+rnily %A firmative Action EmpGayer

Permit NC0004944
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE;WASTEWATER-UNDER THE
NATIONAL-PULLUTANT_J)ISCHARGE ELIMINATION 'SYSTEM
In compliance with the prov�isio s of North\ arolirYa Ge era] Statute 143 �115.1, other l�wful standards and
regulations promr lgatedand do ted - e orth Lroll a Encironmen anagement�Commission, and the
Federal Water Polutioi Con I ct, arr�etr d, 1 L
1
rf rmanibirs p�ra ons Inc.�h
is hereby authorised �o dischaf g� wastewater and st rrirwler f rom a facility to `ate at
I f f
i I ' e� fo t1a I ce fibers -taisbi Facility
i Ir f 1 ', 7 S oBt d.
S Iis�u
'to receiving waters designated as North Second Creek inthe Yadkin -Pee Dee River Basin in accordance with
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III; and IV hereof.
The permit shall become effective XXXX, 2010
This permit and the authorization to discharge shall expire at midnight on March 31, 2014.
Signed this day XXXX, 2010
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NCO004944
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked, and
as of this issuance, any previously issued permit bearing this number is no longer effective. Therefore, the
exclusive authority to operate and discharge from this facility arises .under -the permit conditions,
requirements, terms, and provisions included herein.
Performance Fibers
is hereby authorized toc ___\;
f __j
1. Co�tin a 'to 01 er Ite n ey lsti g 2 0 M D a va ed slu
Io ate aterf r anc� Fi ,ers a[is fa Iity t 7: 1 Stag
tr atm ntyst m refe�e ed erei c is of e f lowtq€
torile
r sceen a d grit rem o al
• l con�ct fsanita waste ti I
* T o ve eclaiiza on tanks; )
Till
` ti n b sins; ( ne ut-of-se . cel;
aorobi g ou w ter tre tment unit o t-of ervice);
Three s o da cl ifie s (on ou -' k riice)
Three ra d p lis ng nds�
— Cfr icaI a di ti naI
• Aerobic digestion;
• Sludge dewatering; and
• Instrumented flow measurement.
treatment facility
rowan County. The
2. Discharge from said treatment works through outfall 001 at the location specified on the
attached map into North Second Creek, a class C water in the Yadkin -Pee Dee River Basin; and
3. Continue to discharge stormwater associated with industrial activity through five outfalls
(outfalls A, B, C, D, and 5) as shown on the attached map. Modifications to the stormwater
conveyance system are authorized by this permit in accordance with documentation to be
included in the facility's Stormwater Pollution Prevention Plan (construction activities must be
authorized under General Permit No. NCG010000).

,,
Latitude: 35`42'40" USGS Quad Name:
Longitude: 80036'10" Rowan Mills
N
SCALE
1:24,000
(I" = 2000')
Performance Fibers Operations, Inc.
NC0004944
Receiving Stream:
North Second Creek
Stream Classification:
C
River Basin:
Yadkin Pee Dee
Sub -Basin At:
03-07-06
B-Digit HUC
03040102
County:
Rowan

Permit NC0004944
Part 1. Section A.
1. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS.
Beginning on the effective date of this permit and lasting through the expiration date, the Permittee is
authorized to discharge from Outfall 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
PARAMETER
EFFLUENT LIMITATIONS
MONITORING REQUIREMENTS
Monthly
Avera a
Dally
Maximum
Measurement
Frequeng
Sample
Sample
Location'
Flow (MGD)
2.305
Continuous
Recording
Effluent
HODs(April 1-Octo er31] ',\
;751bs/da
18716s/ ay
3/Week'
Composle
Effluent
BODs (November 1 March 31)
75 lbs/day
187 lbs/ ay
{ 3/Wee f
Compos a
Effluent
NH3 as N
j 23 Vs/ay
4Fi Jbs/d y
yveekti L_
Com os to
Effluent
Total Suspended Solids
1.120 lbs/day
.$691 s/ y
/Week
Co posit
Effluent
Fecal Coliform (geomet#lc mean)
j 206/100 ml) .
400 I00 I
j �ltt Ody
'Grab
Effluent
f ' j
Dissolved Oxygen t
Dail Avera a notle tl� an .0
Y , mg%�
/VV
3 e k
Grab
Effluent
Dissolved Oxygen;
�ry 'ti `
i
ee Note 1
Grab
U,D
Conductivity I
1
ee Note 1 1
Grab
U,D
Temperature 1 f
1 1
-' I
See Note 1
Grab
U,D
Total Copper ; i
i
I
Monthly f
omposite
Effluent
pH
Between '6.0 and 9.0 Standard
Units
3/Week
Grab .
Effluent
Chronic Toxicity2
Quarterly
Composite
Effluent
40 CFR 414 Subpart I
See Part 1, Section A, Number 2
1. Sample Locations: U - Upstream at least 100 feet above the outfall; D - Downstream approximately eight miles from
the outfall or at Highway 601. Upstream and downstream samples shall be called three times per week during the
months of June, July, August, and September and once per week during the remaining months of the year. Instream
sampling requirements are provisionally waived in light of the Permittee's participation in the Yadkin -Pee Dee River
Basin Association (the Association). All instream sampling requirements are immediately reinstated should the
Permittee cease participation in the Association.
2. Chronic Toxicity (Ceriodaphnia) P/F @ 34% Fehruary, May, August, November; see condition Part[, Section A,
Number 3 of this permit. Toxicity monitoring shall coincide with metals monitoring.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.
ANALYTICAL DATA WHICH 1S LESS THAN THE PRACTICAL QUANTITATION LEVEL SHALL BE REPORTED AS SUCH AND CONSIDERED
ZERO FOR THE PURPOSES OF CALCULATING AVERAGES.

Permit NCO004944
• . TM=-1!
2. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - SUBPART 1
Beginning on the effective date of this permit and lasting through the expiration date, the Permittee shall comply with the
limitations and monitoring frequencies established below at outfall 001:
yMdfivil l `-D"ail
�MaJdmu`m Average Maximum' Measurement �rSample Sampie.-
c fftent CharaZ&Astic Ibs da t :ltis da' ' I ' mg L Fre uen � e � -. "Locattoi>I?
Acenaphthene 0.162 0.061 Quarterly Grab Effluent
Acenaphthylene 0.162 0.061" Quarterly Grab Effluent
Acrylonitrile Ir"� �\ [" --` !r." 8,371----Q- rteFly"-`�--'- rab Effluent
Anthracene f j 1 0.151 Qt�kerly rab Effluent
Benzene c'; 110.374 0.102 Q alrterly drab Effluent
Benzo(a)anthracene� l ; 1.04--Qdkler .grab Effluent
3,4-Benzofluoranth ne !1 1.0 Quarter} Grab Effluent
Benzo(k)Ouoranthe�te j I f / ; ]�' ai 1.0 ivarterfGrab Effluent
Benzo(a)pyrene ; ! j , C 1.04 artery t Grab Effluent
Bis(2-ethylhexyl) phthalate ! 0.761 U83 artery j Grab Effluent
Carbon Tetrachlori�a !I I; 0.105 r' 0.650 D d l uartertly I Grab Effluent
Chlorobenzene 0.07 0i041 l Quarto ly j Grab Effluent
Chloroethane ? / f 0. 3� `. 0.286 Quarterly Grab Effluent
Chloroform J ' l 0. 27, 1y 16.058 [ Quarterly f Grab Effluent
2-Chlorophenof ! / 0. 70ti l 10.08� f Quarterly Grab Effluent
Chrysene p tj Quartkyj Grab Effluent
Di-n-butyl I hthal te__ ,/ i_0 57 ti._.__-J .0.0�4.._- --J Q�
uar4rl Grab Effluent
1,2-Dichlorobenzene 0.449 0.212 Quarterly Grab Effluent
1,3-Dichlorobenzene 0.121 0.085 Quarterly Grab Effluent
1,4-Dichlorobenzene 0.077 0.041 Quarterly Grab Effluent
1,1-Dichloroethane 0.162 0.061 Quarterly Grab Effluent
1,2-Dichloroethane 0.581 0.187 Quarterly Grab Effluent
1,1-Dichloroethylene 0.069 0.044 Quarterly Grab Effluent
1,2-trans-Dichloroethylene 0,149 0.058 Quarterly Grab Effluent
2,4-Dichlorophenol 0.300 0.107 Quarterly Grab Effluent
1,2-Dichloropropane 0.633 0.421 Quarterly Grab Effluent
1,3-Dichloropropylene 0.121 0.080 Quarterly Grab Effluent
Diethyl phthalate 0,559 0.223 Quarterly Grab Effluent -
2,4-Dimethylphenol 0.099 0.050 Quarterly Grab Effluent
Dimethyl phthalate 0.129 0.052 Quarterly Grab Effluent
4,6-Dinitro-o-cresol 0.762 0.215 Quarterly Grab Effluent
2,4-Dinitrophenol 0.339 0.195 Quarterly Grab Effluent
2,4-Dinitrotoluene 0.784 0.311 Quarterly Grab Effluent
2,6-Dinitrotoluene 23.76 Quarterly Grab Effluent
Ethylbenzene 0.297 0.088 Quarterly Grab Effluent
Fluoranthene 0.32 Quarterly Grab Effluent
Fluorene 0.162 0.061 Quarterly Grab Effluent
Hexachlorobenzene 0.01 Quarterly Grab Effluent
Hexachlorobutadiene 0.135 0.055 Quarterly Grab Effluent
Hexachloroethane 0.149 0.058 Quarterly Grab Effluent
Methyl Chloride 0.523 0.237 Quarterly Grab Effluent
Methylene Chloride 0.245 0.110 Quarterly Grab Effluent

Permit NC0004944
Part I, Section A.
2. SUBPART 1 REQUIREMENTS (CONTINUED)
Be inning on the effective date of this permit and lasting through the expiration date, the Permittee shall comply with the
lirii±tations and monitoring frequencies established below at outfall 001:
Naphthalene
0.162
0.061
Quarterly
Grab
Effluent
NltrobePlene
0.187
0.074
Quarterly
. Grab
Effluent
2-Nltrophenol
0.190
0.113
Quarterly
Grab
Effluent
4-Nitrophenol .- ...... _....
p.341.- -- ..
0.198 .-. _ __.4 r _ . _... _..-
QuprtarlGrab
Effluent
Phenanthrene \
0.162
1 0.0611 { !
Quaaherly
Orab
Effluent
Phenol
i0.072
0.0411 ii
Qt;,*erly
drab
Effluent
Pyrene j _
0.18,4—•,
j 0.06� j ___QJa�rterly
Orab
Effluent
Tetrachloroethylen4 j
` j0.1�4 j
I0.06 A j j
QuarrtterW
F­ trab
Effluent
Toluene
4 t 0.2 0 i
0.02 JI j
Quarter
; Grab
Effluent
1,2,4-Trichlorobenz.6e ! i
; ; 0.365 -
? 0.1197 i j `= --Quarterly
( Grab
Effluent
1,1,1-Trichloroetha6e ? j
j ; 0.149
,` 0.058
uarte0y
j Grab
Effluent
1,1,2-Trichloroethane f 1
0.149
0.. se j I
uarte�ly'
Grab
Effluent
Trich lo ro ethylene j
; ,1 0.] 49 IJ
0,058 L l J - -—Ouarte�ly
f Grab
Effluent
Vin I Chloride !
0.13
d.286 I
QuarteHyGrab
Effluent
Notes:
1. A 0CPS F process flow of 0.3
M41) w�s used t
1
cAlculatte lbi/daf Iiirnita ions.
L_ j. ! - � _1

Permit NCO004944
Part 1 Sgctjon A.
3. CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY) - OUTFALL 001
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubs at an effluent concentration of _JA� %.
The permit holder shall perform at a minimum, quarterl monitoring using test procedures outlined in the "North Carolina
Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina
Phase IJ Chronic Whole EN6efit Toxicity'rest 11rocedure" (Revised -February 1998) or subsequent versions. The tests will be
Performed during the months of February, MAY, August, and November. Effluent sampling for this testing shall be
performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results In a faflure or ChV below the permit
limit; -there multipld-concentration testing shall L performed at a minimum, In each of the two following months
as described In "North Carolina Phase if Chronic Whole Effluent Toxicity Test Procedure" (Revised -February
1998) or subseque VversloRs. -- r -
j
The chronic value fo multiple c cen�4 ation tests ill be yiete ned u 1ng the geo trie mean of a highest
concentration Navin no tecta e i pa t of epro ction r su va] -th 1 west concen tion that does have a
detectable impairm nt o reod cti nor ury vaL The eft do of "d t ble impai`'—>rnk" o ection methods,
exposure regimes, a[�d he sta 's cal eth ds a sp cifl f i the" o Carolina Phase 11 Chronic Whole Effluent
Toxicity Test Procedure (Re�►ise F bru. 98)1or s se Oen versfuns.. -
All toxicity testing �esul re uife as part`of thi e t co ditto wit be entered n the Effl ent Discharge Monitoring
Form M R 1 fort the n w i , e erf a ..I re rti esul usi the ammeter code
( ) m i c�kt p qrm g p g p
TGP38, DWQ For A 1 ( rigi 1 is s � to - e bel w address. fir o ng Chronic V lue esults using the parameter
code THP3B, DW For rt AT-3 ri 'na i to b se 'to'the fogo 'n ad' ess: f
At end n: - N EN / Di sio o Wa er Quality
f En on entai Scie c s.S lion
.. a►1 Is ee-C te.
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days after
the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature. Total
residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of
the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name,
permit number, pipe number, county, and the month/year of the report with the notation of"No Flow" in the comment
area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required
during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality
indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate
monitoring requirements or limits.
If the Permittee monitors any pollutant more frequently then required by this permit, the results of such monitoring shall
be included in the calculation and reporting of the data submitted on the DMR and all AT Forms submitted.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival,
minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will
require immediate follow-up testing to be completed no later than the last day of the month following the month of the
initial monitoring.

Permit NC0004944
During the period beginning on the effective date of the permit and lasting until expiration, the permittee is authorized to
discharge stormwater from outfalls A, B, C, D, and S. Such discharges shall be controlled, limited and monitored as
specified below.
The permittee shall develop and continue to update a Stormwater Pollution Prevention Plan, herein after referred to as the
Plan. The Plan shall be considered public information and shall include; at a minimum; the following items:
2. Site Plan. The site plan shall provide a description of the physical facility and the potential pollutant sources
which may be-e_ x d to contribute -to, ontamina ' n f stormwaterdisc nges.-7Th"ite- an shall contain the
following:
(a) A g pee 1peati_. n p qua rang [nap r app p ed egiJIAWen map), showing the
fac 14? leii' o' in ' la on t spo tl- tes d ' rface waters tfie� ame of the receiving
wa r( to hic t e st rm aver utf ll(s is arges, ar f the dischar a is o a municipal separate
st S we syS ,the a of a uni i all. an the u-11 ma receMng aters, and accurate latitude
16aidlcula6
to itu of h point(s) of sch e. e'g ner l larati0a ap (o a] natively the site map) shall
ti wh ere It receivi ate Is f d (oh the' itate' 303( 1 of impaired waters) or is
in a wat r ed r w 'Ich a )FMD b en e s eland and ha the parameter(s) of concern
i
(h) arrative de cri do of ra a ra adi g �nd ' nloading act' tie , outdoor process areas, dust
en rail go con pr. esse ,an s disposal pra 'c A narrative description of the
loten�l uta w ich dould e _ ected o rase t in the stor wa r discharge from each outfall.
(c) A site map drawn to scale (including a distance legend) showing: the site property boundary, the
stormwater discharge outfalls, all on -site and adjacent surface waters and wetlands, industrial activity
areas (including storage of materials, disposal areas, process areas, loading and unloading areas, and haul
roads), site topography, all drainage features and structures, drainage areas for each outfall, direction of
flow in each drainage area, industrial activities occurring in each drainage area, buildings, existing BMPs,
and impervious surfaces. The site map must indicate the percentage of each drainage area that is
impervious.
(d) A list of significant spills or leaks of pollutants that have occurred at the facility during the three (3)
previous years and any corrective actions taken to mitigate spill impacts.
(e) Certification that the Stormwater outfalls have been evaluated for the presence of non-stormwater
discharges. The certification statement will be signed in accordance with the requirements found in Part
7 ---€i;Sta'ndard Conditions, Section, Paragraph % The permittee shall re -certify annually that the
stormwater outfalls have been evaluated for thg presence of non-stormwater discharges.
44 ,�,I- f• il.
2. Stormwater Management Plan. The stormwater management plan shall contain a narrative description of the
materials management practices employed which control or minimize the exposure of significant materials to
stormwater, including structural and nonstructural measures. The stormwater management plan, at a minimum,
shall incorporate the following:
(a) Feasibility Study. A review of 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
stormwater. Wherever practical, the permittee shall prevent exposure of all storage areas, material
handling operations, and manufacturing or fueling operations. In areas where elimination of exposure is
not practical, the stormwater management plan shall document the feasibility of diverting the stormwater
runoff away from areas of potential contamination.

Permit NC0004944
(b) Secondary Containment Requirements and Records. Secondary containment is required for: bulk storage
of liquid materials; storage in any amount of Section 313 of Title III of the Superfund Amendments and
Reauthorization Act (SARA) water priority chemicals; and storage in any amount of hazardous
substances, in order to prevent leaks and spills from contaminating stormwater runoff. A table or
summary of all such tanks and stored materials and their associated secondary containment areas shall
be maintained. If the secondary containment devices are connected to stormwater conveyance systems,
the connection shall be controlled by manually activated valves or other similar devices (which shall be
secured closed with a locking mechanism), and any stormwater that accumulates in the containment area
shall be at a minimum visually observed for color, foam, outfall staining, visible sheens and dry weather
Flow, prior to release of th_e accumulated stormwater. Accumulated'•stormwater shall be released if found
to be uncontaminated by any matehal'Records documenting the individual making the observation, the
description of the accumulated stormwater, and the date and time of the release shall be kept for a period
of five years. , -
(c) BMP Summary. A listing of site structural and non-structural Best My nagement Practices (BMP) shall be
pro 1de`d; Th instal oti n and plement�i r f BMP s a e a on the asses ment of the potential
for agrces to ntri ute signifle t quan ties f pollu nts to stoater dischar es and data collected
thr ugh monito ing fsiormwate disth r)es. he B P Summa all Include a itten record of the
sp flc tionaI Fo ins a an a dim Iemen lion fth CL c�site BMP BMP Summary shall
be vl a and pat ' ann all -
Spill f
Preve�6tfoni and es n�e Plan. The' ill re'' o' and es onse P n SPRP hall incorporate an
� P ( } P
assessmen of ten 'al p 11 tant'sburce based o a Fnat rial inventory' f the cili . Facility personnel (or the
team) res nst le f im I en ng" SPRP steal b Id tiff In wri n_list nco pora_ted into the SPRP and
signed an dat d b eac i Ivi' u I ac nowlidgi elf es onst ilities forth pla . A responsible person shall
be on -site t al ti s d i fa li op rati s thathave. he ate tial to conta ina a stormwater runoff through
spills or a os re'of m er als so late wthe facility p ratf ns. ThePR mu t be site stormwater specific.
an Therefor oil Spill, ev ntio C ntro a d t ea u e pl n (SPCC) ma be' component of the SPRP, but
may not a sufficient comple ely ddr the torn at r spe of the SPR common elements of the
SPCC wit SPRPIinay b�. rpo renc _ tL RP.
4. : Preventative Maintenance and Good Housekeeping Program. A preventative maintenance and good housekeeping
program shall be developed. The program shall list all stormwater control systems, stormwater discharge outfalls,
all on -site and adjacent surface waters and wetlands, industrial activity areas (including material storage areas,
material handling areas, disposal areas, process areas, loading and unloading areas, and haul roads), all drainage
features and structures, and existing structural BMPs. The program shall establish schedules of inspections,
maintenance, and housekeeping activities of stormwater control systems, as well as facility equipment, facility
areas, and facility systems that present a potential for stormwater exposure or stormwater pollution. Inspection
of material handling areas and regular cleaning schedules of these areas shall be incorporated into the program.
Timely compliance with the established schedules for inspections, maintenance, and housekeeping shall be
recorded in writing and maintained in the SPPP.
S. Employee Training. Training programs shall be developed and training provided at a minimum on an annual basis
for facility personnel with responsibilities for: spill response and cleanup, preventative maintenance activities, and
for any of the facility's operations that have the potential to contaminate stormwater runoff. Facility personnel (or
team) responsible for implementing the training shall be identified, and their annual training shall be documented
by the signature of each employee trained.
6. Responsible Party. The Stormwater Pollution Prevention Plan shall identify a specific position(s) responsible for
the overall coordination, development, implementation, and revision to the Plan. Responsibilities for all
components of the Plan shall be documented and position assignments provided.

Permit NC0004944
7. Plan Amendment. The permittee shall amend the Plan whenever there is a change in design, construction,
operation, or maintenance which has a significant effect on the potential for the discharge of pollutants to surface
waters. All aspects of the Stormwater Pollution Prevention Plan shall be reviewed and updated on an
annual basis. The annual update shall include an updated list of significant spills or leaks of pollutants for the
previous three years, or the notation that no spills have occurred. The annual update shall include written re-
certification that the stormwater outfalls have been evaluated for the presence of non-stormwater discharges.
Each annual update shall include a documented re-evaluation of the effectiveness of the BMPs listed in the BMP
Summary of the Stormwater Management Plan.
The Director may notify the-permittee when the Plan does not.meet one or more of the minimum requirements of
the permit. Within 30 days or such notice, the permittee shall submit a time schedule to the Director for modifying
the Plan to meet minimum requirements. The permittee shall provide certification in writing (in accordance with
Part)KStandard Conditions, Section B, ParagraphAto the Director that the changes have been made.
11.
8. Facility inspections. Inspections of facility and all stormwater systems shall occur as part of the Preventative
Maintenance# and -Good Hous seeping gram at min um or a semi -an' ual-scfiedu1'i, ce during the first half
of the year (�anuary tone), nd ante du 'ng the econ haft p�rly to Dece I]er], witlr.at 1 st 60 days separating
inspection dates (unless erf rzned more eque y tha semi-annually). 'These facility [ pections are different
from, and irk additiop to, �he o water d charge chara terislc m fi1WI gxeggired*9e d6q B; .- ' loik `�
9. Implementitioni Thd pe itfee shall iinplo neat theiTlanl Impleme tation of theiPlaNshall include documentation
of all monitlorin , m sur ments,spectiyns, airr elan a activities, andrainirjg pr vided to employees,
including the la oft e s ling data anff of a o Cake to ijnplement gMPs aisoci ted with the industrial
activities, ilnclu in ehl a aintena acti ties S ch oc mentation shall b ke on -site fora period of five
years and nod a a labl t the kirect r or t e DI a oes�aut�orf*d represent4tive mmediately upon request.
►4
1. Analytic4l monitoriug of torrtwater di�charg s shallA�be o edas specifi d in Table 1. All samples shall be
collected Pramadischarge rest�i singromrep esent tto rm bvent. The re uir d monitoring will result in a
minimum of ten analytical samplings being conducted over the term of the permit at gash stormwater discharge
outfall (SDO).
A representative storm event is a storm event that measures greater than 0.1 inches of rainfall. The time
between this storm event and the previous storm event measuring greater than 0.1 inches must be at least 72
hours. A single storm event may have a period of no precipitation of up to 10 hours. For example, if it rains
but -stops before producing any collectable discharge, a sample may be collected if the next rain producing a
discharge begins within 10 hours.
2. If the stormwater is controlled by a detention pond, and that pond discharges only in response to a storm event
exceeding a 25-year, 24-hour storm, the pond shall be considered a non -discharging stormwater control system
and not subject to NPDES requirements, unless the discharge causes a violation of water quality standards.
3. Stormwater samples analyzed in accordance with the terms of this permit shall be submitted on forms provided
by the Director no later than March 1 following the year in which sampling was required to the DWQ Central
Office. Stormwater samples analyzed in accordance with the terms of this permit shall be submitted to the
Division on Discharge Monitoring Report forms provided by the Director. The permittee shall also submit an
Annual Summary Data Monitoring Report to the appropriate DWQ Regional Office (RO) by March 1 of each
year. The submittal shall be on forms supplied by the Division. Addresses for each RO can be found here:
http: 1/12ortal.ncdeni-.orE/­web/wg/horne/ro/
4. Specific monitoring requirements:
(a) Stormwater from Performance Fibers - Salisbury. Monitoring in Table 1 applies to all of the stormwater
discharges associated with industrial activity that discharge to the surface waters of the state.

Permit NCOOO4944
Table 1. Analvdcal Stormwater Monitorine Reauirements
Discharge ;..
Characteristics
Units
Measurement
#4 Y uen 1
Sample
Type2
Sample
L'ocatlonX..
Total Suspended Solids
m L
semi-annual
Grab
SDO
Biochemical Oxygen Demand (BOD), 5-
da , 20^C
mg/L
semi-annual
Grab
SDO
Total Petroleum Hydrocarbons (TPH),
EPA Method 1664A SGT-HEM
mg/L
semi-annual
Grab
SDO
Total Nitro er TN *
m L"
,semi-annual'`
Grab
SDO
Total Phosphorus TP '
m L
semi-annual
Grab
SDO
H
standard
semkz iinual
Grab
SDO
Total Rainfalls
inches
=emi-annual
Rain Gauge
Footnotes: I 'N'
1 Measuretinent Frequ ncy: Twice per y
2 Grab samples shall col cte. thin
3 Sample f oca on. Sa pl Tsh i be)ol
outfall s to has ee grAtit i
4 The per itt � m di Atin -montt
below t e b chnhar ill Table 4.
S For eac sa pie rep a ntative
local r n ga ge ead# g us ere of
The perm ee hall co l e th inim
below ill able 2. A m i um 1r da
monitori g has been i stit ted nd r a
Tahle 2. Mnnitnrinn grhPdnlP
during a lutes
rese
first 30
ted t e h ormuJrate discharge ouj all r�6� unless representative
nl; or T an TP a:r our copse uti )e samples if all values are
wg'nt e tota prelipitatlon m st be eco ded. An on -site rain gauge or
1 analytical amplin s in accorda ee th the schedule specified
nuAseparat P rlo 1 and Pero 2 mple dates unless monthlyT7wl resp nks,.
_ .." , ,1,}
�, ,-tlVloa#toring perla4l,,'r
r 4 •- ' :.f 1'r.i
?Sample Nutnli.
c,'J0 - mr C-T ..
Pam* y�`Stait rir�' r ,:
�Y h ..ion - ,�f
�1Js�RF(�,, 1.9Enii:
Year 1- Period 1
1
April 1, 2010
June 30, 2010
Year 1- Period 2
2
July 1, 2010
December 31, 2010
Year 2 - Period 1
3
January 1, 2011
June 30, 2011
Year 2 - Period 2
4
July 1, 2011
December 31, 2011
Year 3 - Period 1
S
January 1, 2012
June 30, 2012
Year 3 - Period 2
6
July 1, 2012
December 31, 2012
Year 4 - Period 1
7
January 1, 2013
June 30, 2013
Year 4 - Period 2
8
July 1, 2013
December 31, 2013
Year 5 - Period 1
9
January 1, 2014
June 30, 2014
Year 5 - Period 2
10
July 1, 2014
December 31, 2014
During Renewal Process2
11+
January 1, 2015
March 30, 2015
Footnotes:
1 If no discharge occurs during the sampling period, the permittee must record "No Flow" on a monitoring report
within 30 days of the end of the sampling period and maintain this record in the SPPP.
2 Maintain semi-annual monitoring during permit renewal process. If at the expiration of this permit, the
permittee has submitted an application for renewal of coverage before the submittal deadline, the permittee will
be considered for renewed coverage. The applicant must continue semi-annual monitoring until the renewed
permit is issued.
(h) Facilities which have any vehicle maintenance activity occurring on -site which uses more than 55 gallons of
new motor oil per month when averaged over the calendar year shall perform analytical monitoring as
specified below in Table 3. This monitoring shall be performed at all stormwater discharge outfalls which

Permit NCO004944
discharge stormwater runoff from vehicle maintenance areas, in accordance with the schedule presented in
Table 2. All analytical monitoring shall be performed during a representative storm event -
Table 3. Analvtical Monitorine Requirements for On -Site Vehicle Maintenance
Discharge Characteristics
.-Units.
Measurement
Fr uep �
Sample
Typez
Sample
Locatlon3.
H
standard
semi-annual
Grab
SDO
Total Petroleum Hydrocarbons (TPH),
EPA Method 1664A SGT-HEM
mg/I
semi-annual
Grab
SDO
Total Suspended Solids TSS
mg1I
semiannual
Grab
SDO
Total Rainfall¢
inches
semi-annual
Rain gauge
New Motor Oil Usage
gallons/month
semi-annual
Estimate'
-
Footnotes:
1 Measuremem-Fregi
permit is i�sued for
the permittee has sl
until the ¢enev�edpi
permittirtgf cy e. 4
Z
If the stormw ter �
pond shill be oll '
3 SampleYioca on:
stormw ter nogf
4 For eac sa le re
gauger adinag-eiikust
Twice per y ar during a -re , esen rre storrrr 4-€oreaeh r until either another
= lity or until is per it is voke or rescilade If at the end this permitting cycle
the approp 'ate p rwo k for renewal p at before the bmittal deadline, the
d fo tne- 1 app icaiian The ppli s continue sem annual monitoring
iss ed.e T hie fdt�sch dule f m nitoring pe-irds rough the end of this
con iced b a st rnr f ter eteotion pan grab damp a of the discharge from the
:hip the first 0 m' u Fdi chage from th pond.
shall be ecte at c st rm aterdischaa ge ou all SDO) that discharges
•ea(pwhe a vehicle ai ten nc acti ities occur.
r
itativd sto event the total reCiDitatiOn must be recor ed. An on -site or local rain
i
Monitorini results sh4i/be Lmjare to a en mar val a in able 4. The �enc mark values in Table 4 are
not perm#_ limits bpt shouod b4use4s delis es for e�tni ee's SPPP. Emceed noes of benchmark values
require the permittee to increase monitoring, increase management actions, increase record keeping, and/or install
stormwater Best Management Practices (BMPs), as provided in 3. below.
5. The permittee shall report the analytical results from each sample within the monitoring period. The permittee
shall compare monitoring results to the benchmark values in Table 4. The benchmark values in Table 4 are not
permit limits but should be used as guidelines for the permittee's Stormwater Pollution Prevention Plan (SPPP).
Exceedances of benchmark values require the permittee to increase monitoring, increase management actions,
increase record keeping, and/or install stormwater Best Management Practices (BMPs) in a tiered program. See
the descriptions of Tier One and Tier Two.
Table 4, Benchmark Values for Analytical Monitoring
Discharge Characteristics
Units
Benchmark
Total Suspended Solids (TSS)
mg/L
100
Biochemical Oxygen Demand (BOD)
m /L
30
Total Petroleum Hydrocarbons (TPH),
EPA Method 1664A (SGT-HEM)
mg/L
15
Total Nitrogen
m L
30
Total Phosphorus
I m /L
2
pH
I standard
6-9

Permit NCO004944
If. The First valid sampling results are above a benchmark value, or outside of the benchmark range, for any
parameter at any outfall;
Then: The permittee shall:
1. Conduct a stormwater management inspection of the facility within two weeks of receiving sampling
results.
2. Identify and evaluate possible causes of the benchmark value exceedance.
3. Identify potential and select the specific: source controls, operational controls, or physical improvements
to reduce concentrations of the parameters of concern, or to bring concentrations within the benchmark
range.
4. In}piement the selected actions within two months of the Inspection.
5. Record each instance of a Tier One response in the Stormwater Pollution Prevention Plan. Include the
date and value of the benchmark exceedance, the inspection date, the personnel conducting the
inspection, the selected actions, and the date the selected actions were implemented.
Y;y,,
Two i .J:r.,r*•;�;.+ •1, ,4w..._%✓.xs.i' G' ;+..e+: _ _
If: During the term of this permit, the first'valid sampling;resuI6 from two consecutive monitoring periods are
above the benchmark valuesAor outside of the benchmark range, for aity specific parameter a t a specific
discharge outfall: - � , `(7'.�t� r!' C_'"` . t %; }
Then: The p ermitteesh'a11:7I`
i 1 � �� F�r'�
1. Repeat all the required actions outlined above in Tier One.
2. Immediately institute monthly:tnonitorinh for all parameters at every outfall where a sampling result
i 1, .,•,i , i
exceeded the benchma.rk valueifoF two c6nse¢utive samples. Monthly (analytical and qualitative)
monitoring shall continue until three consecutive,sample results are below the benchmark values or
within thebertchmarkr n'e. ,'e" �:P
3. If no discharge occurs during ttfe 'sampling period, the perm i
monthly monitoring repoto ttee Is required to record "Nu Flow" on a
rt ontreporting
ply v ith repong requirements.
4. Maintainla record of t}ie Tier. TS o c s 'onse in the Stormwater Pollution Preve 1tion Plan.
During the term of this permit, if the valid sampling results required for the permit monitoring periods exceed the
benchmark value, or are outside the benchmark range, for any specific parameter at any specific outfall on four
occasions, the permittee shall notify the DWQ Regional Office Supervisor in writing within 30 days of receipt of
the fourth analytical results. DWQ may but is not limited to:
• require that the permittee revise, increase, or decrease the monitoring frequency for the remainder of
the permit;
• require the permittee to install structural Stormwater controls;
• require the perntittee to implement other stormwater control measures; or
+ require that the permittee implement site modifications to qualify for the No Exposure Exclusion.
5. If a facility is required to sample multiple stormwater discharge locations, the permittee may petition the Director
to sample at a reduced number of outfalls. These outfalls would be granted "Representative Outfall Status" (ROS).
DWQ may grant Representative Outfall Status if discharges from a single outfall are representative of discharges
from multiple outfalls. Approved ROS will reduce the number of outfalls where anatylical sampling requirements
apply. Qualitative observations shall be recorded for all outfall locations.
This site discharges to impaired waters experiencing problems with biological integrity (North Second Creek) and
excessive nutrient loading (High Rock Lake watershed). If a Total Maximum Daily Load (TMDL) is approved for
this segment of North Second Creek or High Rock Lake, the permittee may be required to monitor for the
pollutant(s) of concern in the future and submit results to the Division of Water Quality. The Division will
consider the monitoring results in determining whether additional BMPs are needed to control the pollutant(s) of
concern to the maximum extent practicable.

Permit NCO004944
If additional BMPs are needed to achieve the required level of control, the permittee will be required to (1)
develop a strategy for implementing appropriate BMPs, and (2) submit a timetable for incorporation of those
BMPs into the permitted Stormwater Pollution Prevention Plan.
B. Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of representative outfall
status and shall be performed as specified in Table 5, during the analytical monitoring event. [If analytical
monitoring is not required, the permittee still must conduct semi-annual qualitative monitoring.] Qualitative
monitoring is for the purpose of evaluating the effectiveness of the Stormwater Pollution Prevention Plan (SPPP)
and assessing new sources of stormwater pollution.
Table 5.• Oualitatiue Stormwater Monitoring Rea4irements
Discharge Characteristicsi•e
uen 1
Monitorin Locallonx
Color
semiannual
SDO
Odor
semi-annual
SDO
Claritys
mi an
—S
Floatingj$olids ,
s mi-an ual
SDO
Sus en ed ds � . f t
s mi-an ual '
SD
Foam
; i-a ual
SDO
Oil Sheri TT 1
f se i-a hutil.'7
i SDC,
Erosiohi or a o;itio a the outfall
se i-a Waal
1 SDO
Other pbvi us it dica ors of rin ater
ollut on I
se i nu I
SDO
1 Meas reme Frie
e4: wi� pe ye r d re re en tive storm ev nt r each year until either
anot er permit isu4d fo thi faci ' or tilt is�p r it Is revoked or r scin ed. If at the end of this
per tting cycl -p rmiee s su i d the pp riat paperwork f r a newal permit before the
submE ea line, the permittee w� a considere or a renewal application. he applicant must continue
semi-annual monitoring until the renewed permit is issued. See Table 2 for schedule of monitoring periods
through the end of this permitting cycle.
2 Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall (SDO)
regardless of representative outfall status.
In the event an atypical condition is noted at a stormwater discharge outfall, the permittee shall document the
suspected cause of the condition and any actions taken in response to the discovery. This documentation will be
maintained with the SPPP.
9. Th e permittee shall record the required qualitative monitoring observations on the SDO Qualitative Monitoring
Report form provided by the Division, and shall retain the completed forms on site. Visual monitoring results
should not be submitted to the Division, except upon DWQ's specific requirement to do so.
10. RECORD-5 RETENTION
Along with the Stormwater Pollution Prevention Plan, qualitative monitoring shall be documented and records
maintained at the facility. Copies of analytical monitoring results shall also be maintained on -site. The permittee
shall retain records of all monitoring information, including all calibration and maintenance records and all
original strip chart recordings for continuous monitoring instrumentation, and copies of all reports required by
this individual permit for a period of at least 5 years from the date of the sample, measurement, report or
application. This period may be extended by request of the Director at any time.
11. BYPASSIINC OF-STORMWATER CONTROL FACILITIES
Bypass is prohibited, and the Director may take enforcement action against a permittee for bypass unless:
a. The bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and

Permit NCOOO4944
12
1
2
3.
4
b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities, retention of
stormwater or maintenance during normal periods of equipment downtime or dry weather. This condition is
not satisfied if adequate backup controls should have been installed in the exercise of reasonable engineering
judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventive
maintenance; and
C. The permittee submitted notices as required under, Part 111, Sections of this permit.
Ci
If the Director determines that it will meet the three conditions listed above,'the Director may approve an
anticipated bypass after considering its adverse effects.
NTORMWATER DEFUMONS`.: -
Bzt Management Practices (BM ,
Measures or practices used to reducer. a amount of pollution entering surface waters. BMPs may take the form of
a process, activity, or physical structure. More information on BMPs can be found at:
Bulk S
Liquid raw atei�als, to nuf cored products, w stem terial orby-prod with ta' singl above ground storage
container hivin -a "pa' ty f gri ate than 660 llons r wit mu p e a e' oun ge containers having a
total storag 'ca aci of eater an ,320ga11 S.,
A stormwa ter c llec on' s em 'in ar` inc o t d a ea local self avers en such as a city or town.
1Y�Fosu're
A conditont of o e�ipos e ea sat 1 in ustrlal mate iaf an activities are pi
cted by a storm resistant
shelter orllacce table s ra a co to ners to revent expos re o n, snow, snofi
`me t, or runoff. Industrial
materials �Oi activ[ties cl de; ut a e n I' It o, " ate 'a ha ling equipmnt o activities, industrial
machine raw mate als, me ed ate � du s, by- rnd , fl al products, w Ds
products. DWQ may grant
a No Ex sure_Exci sion f om PDE er Pe n re irements on -if. facili com lies with the
P facility P
terms and conditions described in 40 CFR §122.26(g)
S.
Any discernible, confined and discrete conveyance, including but specifically not limited to, any pipe, ditch,
channel, tunnel, conduit, well, discrete fissure, container, rolling stock, or concentrated animal feeding operation
from which pollutants are or may be discharged to waters of the state.
6.
When it is established that the discharge of stormwater runoff from a single outfall is representative of the
discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall status
allows the permittee to perform analytical monitoring at a reduced number of outfalls.
7.
Spill containment for the contents of the single largest tank within the containment structure plus sufficient
freeboard to allow for the 2S-year, 24-hour storm event.
$.
A chemical or chemical category which:
(a) Is listed in.40 CFR 372.65 pursuant to Section 313 of Title III of the Superfund Amendments and
Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right -to -Know
Act of 1986;
(b) Is present at or above threshold levels at a facility subject to SARA title Ill, Section 313 , reporting
requirements; and
(c) That meets at least one of the following criteria:

Permit NCO004944
(1) Is listed in appendix D of 40 CFR part 122 on either Table II (organic priority pollutants), Table III
(certain metals, cyanides, and phenols) or Table IV (certain toxic pollutants and hazardous
substances);
(2) Is listed as a hazardous substance pursuant to section 311(b)(2)(A) of the CWA at 40 CFR 116.4;
or
(3) Is a pollutant for which EPA has published acute or chronic water quality criteria.
9. JEliffilunt Materials
Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic pellets;
finished materials such as metallic products; raw materials used in food processing or production; hazardous
substances designated under section 101(14) of CERCLA; any chemical the facility is required to report pursuant
to section 313 of Title III of SARA; fertilizers; pesticides; and waste products such as ashes, slag and sludge that
have the potential to be released with stormwater discharges.
10. 5iEnifj, ant Spills
Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities under
section 311 ibf ffie Clean Wati<r'Acf (Ref- 40 CFR 0:1 and CFA`ll-7.M- r sRt!on 102 o CERCLA (Ref: 40 CFR
11.
12.
The dischate from any pint so cl
related to nianu actu!ring,(pr ces in,
engaged in1"ind str4 activities" �h(
include discharges from facilities or
The point bf dePantire of s
limited toistorin-sewer'iF
stormwatl'r flows directly
hit is u d fr c
r ra rn l eridll sto
ude ose'Activi 'es
icti ties exclufd d fr
I 11
m a/discernible,
I
ge itches, channels,
ectidg anti conveying sEo ater and which is directly
e �jteas_ t an industr' I 'si . Facilities considered to be
>finld.in 40 CF 122'26(b) 14). The term does not
m tke NPD' ES pf ograrr . I
nfined or discrete cpnve ante, including but not
glwa s, or channeli�ed ollection areas, from which
ate of North Carolina.
Storm L_j L� j Ll I I
13. L .1 L —_ - LJ
The flow of water which results from precipitation and which occurs immediately following rainfall or as a result
of snowmelt
12. Total Flow
The flow corresponding to the time period over which the sample collection occurs. The total flow calculated
based on the size of the area draining to the outfali, the amount of the built -upon (impervious) surfaces within the
drainage area, and the total -amount of rainfall occurring during the sampling period.
13. Total Maximum Daily Load (T +11 Q
TMDLs are written plans for attaining and maintaining water quality standards, in all seasons, for a specific water
body and pollutant (A list of approved TMDLs for the state of North Carolina can be found at
http-./lh2g.enr,staig,ng.us/tFndl/)
14. Vehicle Maintenancg Activity
Vehicle rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations, or airport
deicing operations.
15. Visible—SedimenCation
Solid particulate matter, both mineral and organic, that has been or is being transported by water, air, gravity, or
ice from its site of origin which can be seen with the unaided eye.
U. 25-year. 24 hou storm Qvent
The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once in 25 years.

NPDES Permit Standard Conditions
Page Iof18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
h
Samples are collected twice per month with at least teri calendar days between sampling events. These samples shall
be representative of the wastewater discharged during.[he sample period.
Samples are collected three times per week on three separate; calendar days. These samples shall be representative of
the wastewater discharged during the sample period. _
Actor "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual vera¢e
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmgtic MMn
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which
is not a designed or established or operating mode for the facility. PIN, .
Ca endar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Qalendat Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour
period of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period
-with the time intervals between samples determined by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined by use of a now recorder and
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NPDES Permit Standard Conditions
t'agc; 2 of 18
totalizer, and the preset gallon interval between sample collection fixed at no greater than 1/24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. Use of this method requires prior approval by the Director. This method
may only be used in situations where effluent flow rates vary less than 15 percent. The following
restrictions also apply:
i� Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
i+ Influent samples shall not be collected more than once per hour.
Permittees with wastewater treatment systems whose detention time < 24 hours sha' . collect effluent
grab samples at intervals of no greater than 20 minutes apart during any 24-hour period..
Permittees with wastewater treatment systems whose detention time exceeds 24 hour's shall collect
effluent grab samples at least every six hours; there must be a minimum of four samples during; a 24-hour
sampling period.
Continuous_flow mcasurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily 17ischat?e
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. The "daily discharge" concentration comprises the mean
concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all
grab samples collected during that period. (40 CPR 122.2)
Daily Maximum
The highest "daily discharge" during the calendar month.
Da4y Sampline -
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise speeifed in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DW.Q or "the Division_
The Division of Water Quality, Department of Environment and Natural Resources.
ENIC
The North Carolina Environmental Management Commission.
PA
The United States Environmental Protection Agency
F iii Clo ur
Cessation of all activities that require coverage under this NPDES pernut_ Completion of facility closure will allow
this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = I.
1.
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NPDGS Permit Standard Conditions
11agc 3 of E8
Grab Sawl
Individual samples of at least 100 ml collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CW'A.
Inslantane, us flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.
M
M 6nthly Average (coacentratio its
r
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Pem-dt Issuing A-uthori t
The Director of the Division of Water Quality.
v
The average of all samples taken over a calendar quarter.
Sevrit prWgeM damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable,
or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
ToxiUoflutant:
- .tiy pollutant listed as toxic under Section 307(a)(1) of the CWA- "
-.r
.s !gsei
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
mauntenance, or careless or improper operation.
Weckjy Average verage (concen ion li�nj to
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform, the geometric mean of such discharges.
$ectiQu B. Genetai Conditions
I. Duty tQ COMPLY
The Permittee must comply with all conditions of this permit. Any pernut noncompliance constitutes a violation
OF the CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application [40 CFR 122.41).
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions
or standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate
the requirement.
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b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or
any requirement imposed in a pretreatment program approved under sections 402 (a) (3) or 402 (b) (8) of the
Act, is subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319 (d) and 40
CFR 122.41 (a) (2)1
c. The CWA provides that any person who neg getrtyl violates sections 301, 302, 3,06, 307, 308, 318, or 405 of the
Act, or anv condition or limitation implementing any of such sections in a permit issued under section 402 of
the Act, or any requirement imposed ii:, a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject -to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. (33 USC 1319 (c) (1) and 40 CFR 122.41 (a)
(2)]
d. Any person who knonlin&y violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319 (c) (2) and 40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301, 302, 303, 300, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections .in a permit issued under section 402 of the Act,
and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309(c)(3)(13)(iii) of the CWA, shall, upon conviction
of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined
up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a) (2)]
Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes 4 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a pernut issued under section 402 of this Act. Administrative penalties for Class I violations are
not to exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $ 16,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC 1219
(g) (2) and 40 CFR 122.41 (a) (3)]
2. Du tiu te
'ne Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41 (d)].
Civil and Crimial tl Liab�
Except as provided in permit conditions on "Bypassing" (Part II. C. 4), "Upsets" (Part II. C. 5) and "Power
Failures" (Part II. C. 7), nothing in this permit shall be construed to relieve the Pertrittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309
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NPDES Pern-lit Standard Conditions
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of the Federal Act, 33 USC 1319. Furthermore, the Permittee is responsible for consequential damages, such as
Fish kills, even though the responsibility for effective compliance may be temporarily suspended.
4. Dil and Hd azard= Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended. .�
Property RW'h15
The issuance of this permit does not convey any property rights in either real or personal property, or any
exclusive privileges, nor does.t:authortze any injury to private property or any invasion of personal rights, nor
any infringement of Federal, State or local laws or regulations [40 CFR 122.41 (g)].
6. Onshore or Offshprs_Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
7. Severabili
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 150B-231.
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the
Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41 (h)].
9. Duly to Reanly
If the Permittee wishes to continue an activity regulated by Ellis permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
10. E [l2ioti n o[Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the Permittee shall submit such information, forms, and
fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date.
Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject
the Permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Recluizements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)).
a. All permit applications shall be signed as follows:
{1} For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in
charge of a principal business function, or any other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production, or
operating facilities, provided, the manager is authorized to make management decisions which govem the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
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term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather complete and accurate information for
permit application requirements; and where authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.221.
b. All reports required by the permit and -other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
1. The authorization is made in writing by a person described above;
2. The authorization specified either arti ,individual or a position having responsibility for the overall
operation of the regulated facility 'or activity, such as the position of plant manager, operator of a well or
well field, superintendent, a position of equivalent responsibility, or an individual or position having
overall responsibility for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.); and
3. The written authorization is submitted to the Permit Issuing Authority (40 CFR 122.22]
c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility for the overall operation of the facility, a new
authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director
prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CFR 12212] 1.
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification 140 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE
ACCEPTED:
"1 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. 1 am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Perrnittee for a permit modification, revocation and reissuance, or termination, or a notification of planned
changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41 (0j.
13. Modification, v n and Reissuarice,
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Tide 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 2H.0100; and North Carolina General Statute 143-215.1 et. al.
14. Annu3l Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H.0105 (b) (2)
may cause this Division to initiate action to revoke the permit.
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Section C. _0matimAnd Ma_Jen =ALPojW_tion Controls
Gerd d Qperatgr
Upon classification of the permitted facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or mote certified Back-up ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the grade
of the system [I5A NCAC 8G.0201].
The ORC of each Class I facility must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class II, III and IV facility must.
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified, the Permittee shall submit.a letter to the Certification Commission designating the
operator in responsible charge:
a. Within 60 calendar days prior to wastewater being introduced into a new system
b. Within 120 calendar days of.
➢ Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC _
➢ A vacancy in the position of ORC or back-up ORC.
2. PropCr ORerat on and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or used by the Permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
NOTE: Properly and officially designated operators are fully responsible for a!l proper operation and
maintenance of the facility, and all documentation required thereof, whether acting as a contract operator
[subcontractor] or a member of the Permittee's staff.
3. Need to Halt or Keeduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41
(cA_
4. Bypassing, of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
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The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. 'These bypasses are not subject to the
provisions of Paragraphs b_ and c. of this section.
b. Notice [40 CFR 122.41 (m) (3)]
0) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The. Pertrittee shall submit notice of an unanticipated bypass as required in Part
II. E. 6. (24-hour notice)... `
Prohibition of Bypass
(1) Bypass from the treatment fa6k'ty is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime of preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Perrrittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Pernvt Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Lp et
a. Effect of an upset [40 CFR 122.41 (n) (2)1: An upset constitutes an affirmative defense to an action
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. of this condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final administrative action
subject to judicial review.
b. Conditions necessary for a demonstration of upset: Any Perrrittee who wishes to establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or
other relevant evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permirtee submitted notice of the upset as required in Part II. E. 6. (b) of this permit.
(4) The Permittee complied with any remedial measures required tinder Part If. B. 2, of this permit.
c. Burden of proof 140 CFR 122.41 (n) (4)]: The Permittee seeking to establish the occurrence of an upset
has the burden of proof in any enforcement proceeding.
6. Removed Sub§tances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States. The Permittee
shall comply with all existing Federal regulations governing the disposal of sewage sludge. Upon promulgation of
40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
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reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR 503. The
Permittee shall comply with applicable 40 CFR 503 Standards for the Use and Disposal of Sewage Sludge (when
promulgated) within the time provided in the regulation, even if the permit is not modified to incorporate the
requirement. The Pertnittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
rower 1
The Pcrmittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 2H.0124) to prevent
the discharge of untreated or inadequately treated wastes during electrical power failures either by means of
alternate power sources, standby generators or retention of inadequately treated effluent.
Representadve Sampung
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of
the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period the sample represents. All samples shall be taken at the
monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is diluted
by any other wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority [40 CFR 122.41
2.
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DNIR) Dorm (MR 1, 1.1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of
these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and re6bility of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour teeters as specified in Dart I
of this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. lest Procedures
Laboratories used for sample analysis must be certified by the Division. Permit -tees should contact the Division's
Laboratory Certification Section (919 733-3908 or httlr//Uo.c,rnr.st:Le.nc.us/lab/cert.htin) for infofination
regarding laboratory certifications.
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Personnel conducting testing of field -certified parameters must hold the appropriate field parameter
certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to
NCGS 143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to
Section 304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required'by this permit, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and al] data -generated must be
reported down to the minimum detection or lower. reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection'-aiid reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level) approved method must
be used.
5. Penaltic for Tampering,
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of
not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both.
If a conviction of a person is for a violation committed after a first conviction of such person under this
paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more
than 4 years, or both [40 CFR 122.411.
6. Records Retentton
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge
use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40
CFR 503), the Permittee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records
➢ all'original strip chart recordings for continuous monitoring instrumentation
➢ . copies of'all reports. required by this permit -
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.411.
7. Recording
For each measurement or sample taken pursuant to the requirements of this permit, the Pernuttee shall record
the following information [40 CFR 122.41):
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
S. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting
as a representative of the Director), upon the presentation of credentials and other documents as may be required
by law, to;
a. Enter upon the Permittee's premises where a regulated facility or activity is located or conducted, or where
records must be kept under the conditions of this permit;
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b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this
permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41 (i)].
rf! J"-, s 1T
I. Change in Discharge
All discharges authorized herein shall be consistent .with the terms and conditions of this permit. The discharge
of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall
constitute a violation of the permit;a
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or
additions to the permitted facility [40 CFR 122.41 (1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42 (a) 0).
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices,
and such alteration, addition or change may justify the application of permit conditions that are different
from or absent in the existing permit, including notification of additional use or disposal sites not reported
during the permit application process or not reported pursuant to an approved land application plan.
3. Anti6p,ated hi2acomphancr
The Permittee shall give advaitce notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41 0) (2)].
4. Transfers
This permit is not transferable to any person without approval from the Director. The Director may require
modification or revocation and reissuance of the permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessary under the CWA [40 CFR 122.41 0? (3)).
5. Mgt• odag Runs
Monitoring results shall be reported at.the intervals specified elsewhere in this pertnit [40 CFR 122.410) (4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
G. TwgnLy-four Hogg Repor
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written
'submission shall contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance [40 CFR 122.410) (G)].
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b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Dkision's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Nonco-mpliancc
- fhe Permittee shall report.all instances of noncompliance not reported under Part II.-E. 5 and 6. of this permit at
t'te time monitoring reports are submitted. The reports shall contain the information listed in Part II. E. 6. of.,
this permit [40 CFR 122.410) (7)].
8. Othe ,; �formativn
\Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or
sizbmirred incorrect information in a permit application or in any report to the Director, it shall promptly submit y
such facts or information [40 CFR 122.41 0) (8)1.
Noncomplian= Notifica lion
The Permittee shall report by telephone to either the central office"or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following,
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. A_ny failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of
' all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.
10. Availabjhty of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making
any false statement on any such report may result in the imposition of criminal penalties as provided for in
NCGS 143-215.1 (b)(2) or in Section 309 of the Federal Act.
11. Penaltigs for Falgifi�jj 'on of Reports
The CDVA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shal1, upon conviction, be punished by a fine of not more
than $25,000 per violation, or by imprisonment for not more than two years per violation, or by both [30 CFR
122.411.
12. Annual Perf,Qrmance Reports
Permittees who oven or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C).
The report shall summarize the performance of the collection or treitment system, as well as the extent to which
the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality.
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The report shall be provided no Eater than sixty days after the end of the calendar or fiscal year, depending upon
which annual period is used for evaluation.
The report shall be sent to:
NC DENR / DWQ / Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
PART III
OTHER REQUIREMENTS
$ection & —Construrtioa .
The Permittee shall not commence construction of wastewater treatment facilities, nor add to the planes treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless the Division has issued an
Authorization to Construct, (AtC) permit. Issuance of an AtC will not occur until Final Plana and Specifications for .
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Sroundwater.Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDIS permitted facility with the current groundwater standards.
Section C,_ Changcs in Discha=s of Toxi�-Su!2stan,±rce'-- .
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or ffeyuent
basis, of any toxic pollutant which is not limited in the permit; if that discharge will exceed the highest of the
following "notification levels"; _
p) One hundred micrograms per liter
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms
per liter (500 µg/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and one milligram per liter
(I mg/L) for antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or
infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the
highest of the following "notification levels'
0) Five hundred micrograms per liter (500 erg/L);
(2) One milligram per liter P mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. _Evaluation of Wastewater Dischuge Alternatives
The Permittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound
alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms
and conditions of the NPDI S permit or governing rules, regulations or laws, the Permittee shall submit a report in
such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of
notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system
covered by this permit. The Division may require specific measures during deactivation of the system to prevent
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adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. _Definitions
In addition to the definitions in Part II of this permit, the following definitions apply to municipal facilities:
Indirect Disgbarge or Industrial Use
Any non -domestic source that discharges wastewater containing pollutants into a POTW re&� lied under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (b) (i) and U}J
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the POT'W's NPDES Permit or prevents sewage sludge use
or disposal in compliance with specified applicable State and Federal statutes, regulations, or permits. [15A NCAC
214.0903 (b) (13))
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the POTW's NPDES pemvt, or of an instream water quality standard. [15A NCAC 2H.0903 (b) (23)1
Publicly.Owned T'rea nt Works (POTWI
A treatment works as defined by Section 212 of the CWA, owned by a State or local government entity. This
definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes sewers, pipes, and other conveyances only if they
convey wastewater to a POTW. The term also means the local government entity, or municipality, as defined in
section 502(4) of the CAA, which has jurisdiction over indirect discharges to and the discharges from such a
treatment works. [15A NCAC 2H.0903 (b) (27)1
"Significant Industrial Usgr" or "SIIJ"
An industrial user that discharges wastewater into a publicly owned treatment works and that [15A NCAC 2H.0903
(b) (34)1;
(a) discharges an average of 25,000 gallons or more per day of process wastewater to the POTW (excluding
sanitary, noncontact cooling and boiler blowdown wastewaters) or;
(b) contributes more than 5 percent of the design flow of the POTW treatment plant or more than 5 percent of
the maximum allowable headworks loading of the POTWW treatment plant for any pollutant of concern, or;
(c) is required to meet a national categorical pretreatment standard, or;
(d) is, regardless of Parts (a), (b), and (c) of this definition, otherwise determined by the POTW, the Division, or
the EPA to have a reasonable potential for adversely affecting the POTVG"s operation or for violating any
pretreatment standard or requirement or PO`I'%Vs receiving stream standard, or to limit the PO'nVs sludge
disposal options.
Section B. Publicly Owned Treatment Works (I'OTWs)
All P0'1Ws are required to prevent the introduction of pollutants into the POTW which will interfere with the
operation of the POTW, including interference with its use or disposal of municipal sludge, or pass through the
treatment works or otherwise be incompatible with such treatment works. 140 CFR 403.21
All PO-IAVs must provide adequate notice to the Director of the following [40 CFR 122.42 (b)]:
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1. Any new introduction of pollutants into the POTW from an indirect discharger, including pump and
hauled waste, which would be subject to section 301 or 306 of CWA if it were directly discharging those
pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact that may result from the change of the
quantity or quality of effluent to be discharged from the POTW.
Section C. Municipal Contirolof NlLutanuft from Indv&tdal Unit,
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from industries
using the municipal system may be present in the Petmittee's discharge. At such time as sufficien:'information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water
quality standards.
2. Prohibited Discharges
a. Under no circumstances shall the Permittee allow introduction of pollutants or discharges into the waste
treatment system or waste collection system which cause or contribute to Pass Through or Interference
as defined in 15A NCAC 214,0900 and 40 CFR 403. (40 CFR 403.5 (a) (1)]
b. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment or waste collection system [40 CFR 403.5 (b)]:
1. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261,21;
2. Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with
"'pH lower than 5.0, unless the works is specifically designed to accommodate such discharges;
3. Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting
` in Interference;
4. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a
flow rate and/or pollutant concentration which will cause Interference with the POTW;
5. Heat in amounts which will may inhibit biological activity in the POTW resulting in Interference,
but in no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds
40°C (104°F) unless the Division, upon request of the POTW, approves alternate temperature
limits;
6. Petroleum oil, non biodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
7. Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a
quantity that may cause acute worker health and safety problems;
8. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
C. The Permittee shall investigate the source of all discharges into the WW TP, including slug loads and
other unusual discharges, which have the potential to adversely impact the permittee's Pretreatment
Program and/or the operation of the VM`I•P.
The Permittee shall report such discharges into the WWTP to the Director or the appropriate Regional
Office. Any information shall be provided orally within 24 hours from the time the Permittee became
aware of the circumstances. A written submission shall also be provided within 5 days of the time the
Perrnittee becomes aware of the circumstances. The written submission shall contain a description of
the discharge, the investigation into possible sources; the period of the discharge, including exact dates
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NPDES Permit Standard Conditions
Page 16 of 18
and times; and if the discharge has not ceased, the anticipated time it is expected to continue; and steps
taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance,
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance
by the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary
regarding some or all of the industries discharging to the municipal system.
4. 'I'lhe Permittee shall require any industrial discharger sending its effluent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act as amended (which
includes categorical standards and locally derived limits and narrative requirements). Prior to -accepting
wastewater from any significant industrial user, the Permittee shall either develop and submit to the Division a
new Pretreatment Program or a modification of an existing Pretreatment Program, for approval -:,'required
under section D below as well as 15A NCAC 2H.0907 (a) and (b), [40 CFR 122.44 0) (2)]
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POTW Pretreatment Program or to include a compliance schedule for the development of a POTW
Pretreatment Program as required under Section 402 (b) (8) of the CWA and implementing regulations or by
the requirements of the approved State pretreatment program, as appropriate.
5cgtign D freUratfnent
Under authority of sections 307 (b) and (c) and 402 (b) (8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3 (14) and implementing regulations 15A NCAC 2HA900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the Pretreatment
Program Submittal are an enforceable part of this permit. [40 CFR 122.44 0) (2)]
The Perrittee shall operate its approved pretreatment program in accordance with Section 402 (b) (8) of the CWA,
40 CFR 403, 15A NCAC 2H,0900, and the legal authorities, policies, procedures, and financial provisions contained
in its pretreatment program submission and Division approved modifications thereof. Such operatic-, sha11 include
but is not limited to the implementation of the following conditions and requirements. Terms not defined in Part II
or Part TV of this permit are as defined in 15A NCAC 21-1.0903 and 40 CFR 403.3.
I. Sewer Ilse Ordinance aLI-Q)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 21-1.0905 and .0906; 40 CFR 403.8 (f) (1) and 403.9 (1), (2)]
2. lndusnjal Waste Survey CM)
The permittee shall implement an IWS consisting of the survey of users of the POTW, as required by 40 CFR
403.8 (0 (2) (i-iii) and 15A NCAC 2H.0905 [also 40 CFR 122.44 0) (1)1, including identification of all industrial
users and the character and amount of pollutants contributed to the POTW by these industrial users and
identification of those industrial users meeting the definition of SIU. 'fhe Permittee shall submit a summary of
its IWS activities to the Division at least once every five years, and as required by the Division. The IWS
submission shall include a summary of any investigations conducted under paragraph B, 2, c, of this Part.
3. 141onita�ingL'laa
the Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data
to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific
pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Part 11,
Section D, and Section E_5.). [15A NCAC 2H.0906 (b) (2) and .0905]
4. Hea�lworks Analysis (BWA) and I_Qcal Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
Version 712009

NPDES Permit Standard Conditions
Pzge 17 of 18
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated 14WA or documentation of why one is not needed) [40 CFR 122.44J. The Perrittee shall develop, in
accordance with 40 CFR 403.5 (c) and ISA NCAC 2H.0909, specific Local Limits to implement the
prohibitions listed in 40 CFR 403.5 (a) and (b) and 15A NCAC 2H.0909.
5. Industrial Ulscr Prc,ucacnt Permit§aUP 4ca�ojn Tables
In accordance with NCGS 143-215.1, the Pemvttee shall issue to all significant industrial users, permits for
operation of pretreatment equipment and discharge to the Permittec's treatment works. These permits shall
contain limitations, sampling protocols, reporting requirements, appropriate standard and special conditions,
and compliance schedules as necessary" for the installation of treatment and control technologies to assure that
their wastewater discharge will meet all applicable pretreatment standards and requiremen s. The Permittee
shall maintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits from
all IUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of.tlie POTW as
-`, determined by the HWA. [15A NCAC 2H.0909; .0916, and .0917; 40 CFR 403.5, 403.8 (f) (1j (q; NCGS 143-
215.67 (a)]
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable industrial
users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (IUP) limitations. [15A NCAC 2H.0906 (b) (6) and-10905; NCGS 143-
215.1 (a) (8)]
7. P012 Inspertign & MgniWring of thcit IUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial users,
compliance with applicable pretreatment standards. [15A NCAC 2H .0908(d); 40 CFR 403.8(0(2)(v)] The
Permittee must_
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year, and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for-n-11 permit -limited
pollutants, once during the period from January 1 through June 30 and once during the period from
July 1 through December 31, except for organic compounds which shall be sampled at least once per
calendar year; For the purposes of this paragraph, "organic compounds" . means the types of
compounds listed in 40 CFR 136.3(a), Tables IC, ID, and IF, as amended.
8. IU Self Monitoring an, d Reportine
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or
in 15A NCAC 2H .0908. [15A NCAC 214.0906(b)(4) and .0905; 40 CFR 403.8(0(1)(v) and (2)(iii); 40 CFR
122.440) (2))
9. Enforcement Response P (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H.0909, and specific local limitations. All
enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the Division.
[15A NCAC 2H .0906(b)M and .0905; 40 CFR 4038(f)(5)]
10, Ptetreatmcat Annual Reports W&Rj
The Pernttee shall report to the Division in accordance with 15A NCAC 2H .0908. In. lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904'(b) may be required to
submit a partial annual report or to meet with Division personnel periodically to discuss enforcement of
pretreatment requirements and other pretrearment implementation issues.
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NPDES Permit Standard Conditions -
Page 18 of 18
For all other active pretreatment programs, the Perruttee shall submit two copies of a Pretreatment Annual
Report (PAR) describing its pretreatment activities over the previous twelve months to the Division at the
following address:
NC DENR / DWQ / Pretreatment, Emergency Response, and Collection Systems Unit (PERCS)
1617 Mail Service Center
Raleigh, NC 27699-1617
These reports shall be submitted according to a schedule established by the Director and shall contain the
following:
a.) Narrative •, .
A brief discussion of reasons for, status of, and actions taken foi all Industrial Users (IUs) in Significant
Non -Compliance (SNC);
b.) Pretreatment Ejogmm Suwga (EPS)
A pretreatment program summary (PPS) on specific forms apprcyed by the Division;
c.) SignifkanLN_Qm_-(:Qmplanr,e R or (SNCZ
The nature of the violations and the actions taken or proposed to correct the Violations on specific forms
approved by the Division;
d.) IndustriaMata Summary Forms aDSFI
Monitoring data from samples collected by both the POTW and the Significant Industrial User (SIU)
and any monitoring data for other Industrial Users (IUs) in SNC. These analytical results must be
reported on Industrial Data Summary Forms (IDSF) or other specific format approved by the Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public
notice of IUs in SNC, and any other information, upon request, which in the opinion of the Director is
needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users (IUs) that were in Significant Non -Compliance
(SNC) _as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable pretreatment
requirements and standards during the previous twelve month period. This list shall be published within four
months of the applicable twelve-month period.. 115A NCAC 2H .09Q'U(35�..020M.)(5) and .09905 and
CFR 403.8(0(2lLvii)l
12. Recotd Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, water quality records, and records of industrial impact on the
POTW. [15A NCAC 2H .0908(0-, 40 CFR 403.12(o)]
13. n
The Permit -tee shall maintain adequate funding and staffing levels to accomplish the objectives of its approved
pretreatment program. [15A NCAC 2H .0906(a) and .0905; 40 CFR 403.8(0(3), 403.9(b)(3)]
14. Modificajon to Pretreatmeat P,rS2er�s
Modifications to the approved pretreatment program including but not limited to local limits modifications,
POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be
considered a permit modification and shall be governed by 15 NCAC 2H .0114 and 15A NCAC 2H .0907.
Version 712009

sweet taste of ethylene glycol, makes antifreeze an attractive hazard to those most at danger from
drinking it. (2) Antifreeze can become contaminated with a number of hazardous substances
while confined within an automobile cooling system. Anti -freeze drained from older
automobiles, especially those that have not had cooling system service for a long period, may
have a substantial lead content; the lead leaches from the lead -tin solder once used in radiators. If
the lead content reaches 5 ppm or if the pH is 12.5 or greater, the antifreeze is considered a
hazardous waste under Federal guidelines. (3) Ethylene glycol, is a highly water-soluble
chemical and exerts a very high biochemical oxygen demand (BOD) on receiving waters. The
effect of increased BOD is to deplete dissolved oxygen level in the water and deprive aquatic life
of oxygen causing death. Propylene glycol exerts a greater BOD effect than ethylene glycol on
receiving waters. It remains in the environment longer and will consume more oxygen while it is
broken down; however its toxicity as a chemical is far less to aquatic and mammalian organisms
than ethylene glycol.
Worker Safety
Engine coolant is also very hot when checked or removcd from an engine. Because of the sticky
nature of anti -freeze, burns can be particularly bad. Spill clean up to prevent slipping should be
emphasized. As the coolant is poisonous, prevention from ingestion is also a concern. Heavy
metal contaminants can be dangerous to human health. They are potential carcinogens and
teratogens, and skin absorption or ingestion remain major health concerns with this chemical.
Ethylene glycol can be irritating to the skin, eyes, and mucous membranes. It can also be toxic if
inhaled. Proper personal protection equipment is therefore recommended.
Regulations
Antifreeze will be regulated as hazardous waste if the results from the Toxic Characteristics
Leaching Procedure (TCLP) indicate metal contents that meet or exceed the following limits:
Metal mg/L (ppm)
Cadmium 1.0
Chromium 5.0
Lead 5.0

Pollution Prevention Fact Sheet
Antifreeze Recycling & Disposal
Utah Department of Environmental Quality
Promoting a Healthy Environment
Introduction
The majority of cars use a liquid cooling system that circulates a liquid around hot engine parts
and carries off heat. The liquid is called a coolant. Because the coolant in older automobiles was
primarily water, the system used to be referred to as a water-cooled system. Water causes the
formation of rust in the water jackets, which acts as a barrier to heat transfer. As a result, all
modern cars used a coolant composed of water and additional substances. The most common
name for modern coolant is antifreeze. Antifreeze is a substance that is added to a liquid usually
water to lower its freezing point. Although various substances have been used in the past, nearly
all of the currently produced antifreeze is manufactured with ethylene glycol and rnethyl alcohol.
More than 95% of the antifreeze on the market is "permanent" antifreeze, containing ethylene
glycol as the major constituent. The lower boiling methyl alcohol will boil away in a hot radiator
and possibly leave the engine unprotected against freezing.
Most commercial antifreeze contains various additives to prevent corrosion, leaks, and damage
to rubber parts and foaming. Antifreeze is not developed through the petroleum fractionating
process. Although it is an automotive fluid, it will not be included in the discussion of re -refined
automotive petroleum based fluids. Antifreeze can be included in some recycling programs but
should not be mixed with engine oil as part of an used oil recycling or re -refining process.
Problems
Environmental Impact
Most modern automobiles are liquid -cooled and use a mixture of antifreeze and water as a
coolant. Along with additives to inhibit corrosion, antifreeze is usually based on ethylene glycol,
although diethylene glycol, propylene glycol, and sodium nitrate may also be used. Over time,
antifreeze becomes contaminated with traces of fuel, oil, metals (such as copper, lead, and zinc
particles), and dirt. It also breaks down to form acids that corrode cooling systems. When mixed
with anything other than de -ionized (distilled) water, dissolved minerals in the antifreeze/water
mixture form scale deposits that can block lines. Waste antifreeze may contain heavy metals
such as lead, cadmium, and chromium in high enough levels to make it a regulated hazardous
waste. A hazardous waste may never be dumped on land or discharged into a sanitary sewer,
storm drain, ditch, dry well or septic system. It is for these reasons that coolant mixtures are
periodically drained and replaced with fresh, uncontaminated coolant.
Used antifreeze is potentially dangerous in three ways: (1) Ethylene glycol is poisonous to
animals and small children. The bright green color of most antifreeze, coupled with the rather

Permit NC0004944
Part 1. Section 13.
1. FILL LIMITATIONS AND CONTROLS FOR STORMWATER DISCHARGES
During the period beginning on the effective date of the permit and lasting until expiration, the permittee is
authorized to discharge stormwater from outfalls A, B, C, D, and S. Such discharges shall be controlled, limited and
monitored as specified below.
STORMWATER POLLUTION PREVENTION PLA
The permittee shall develop and continue to update a Stormwater Pollution Prevention Plan, herein after referred to
as the Plan. The Plan shall be considered public information and shall include, at a minimum, the following items:
1. Site Plan. The site plan shall provide a description of the physical facility and the potential pollutant sources
which may be expected to contribute to contamination of stormwater discharges. The site plan shall contain
the following:
(a)
(b)
A general to Lion map (USG q adranglo am p or app
the.facility's location in relation to transportation rou
receiving-water(s) to which the stormwater outfalls)
separate storm sewer system the name/of the munici
accurate latitudelan�d longitude oflthe points) of disc
alternatively the site map) -shall identify w}iether eacl
303(d) list of impaired waters) or is located in a �wate,
established, and what the parameter(s) of concern a
A'narr�tiv�e�deseription of�storage p Lices, loading
1 P. t r 1 1
dust or particulate generating or control processes, ai
description of the potential pollutants which could bye
discharge from each outfalls,
r priately driafted equivalet�map), showing
es and surface waters, the name of the
discharges; or if the discharge is to a municipal
iality and the ul imate re eiving waters, and
arge. The general location map (or
receiving water is impaired (on the state's
-shed for which a TMDL has been
e.
id unloading activities, outdoor process areas,
d waste disposal practices. A narrative
expected to be present in the stormwater
1 I 1
lam./ L.---..1 L__3L__J " " u
(c) A site map drawn to scale (including a distance legend) showing: the site property boundary, the
stormwater discharge outfalls, all on -site and adjacent surface waters and wetlands, industrial
activity areas (including storage of materials, disposal areas, process areas, loading and unloading
areas, and haul roads), site topography, all drainage features and structures, drainage areas for each
outfall, direction of flow in each drainage area, industrial activities occurring in each drainage area,
buildings, existing BMPs, and impervious surfaces. The site map must indicate the percentage of
each drainage area that is impervious.
(d) A list of significant spills or leaks of pollutants that have occurred at the facility during the three (3)
previous years and any corrective actions taken to mitigate spill impacts.
(e) Certification that the stormwater outfalls have been evaluated for the presence of non-stormwater
discharges. The certification statement will be signed in accordance with the requirements found in
Part 111, Standard Conditions, Section B, Paragraph 5. The permittee shall re -certify annually that the
stormwater outfalls have been evaluated for the presence of non-stormwater discharges.
Stormwater Management Plan. The stormwater management plan shall contain a narrative description of
the materials management practices employed which control or minimize the exposure of significant
materials to stormwater, including structural and nonstructural measures. The stormwater management
plan, at a minimum, shall incorporate the following:
(a) Feasibility Study. A review of 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
stormwater. Wherever practical, the permittee shall prevent exposure of all storage areas, material
handling operations, and manufacturing or fueling operations. In areas where elimination of

Permit NCO004944
exposure is not practical, the stormwater management plan shall document the feasibility of
diverting the stormwater runoff away from areas of potential contamination.
(b) Secondary Containment Requirements and Records. Secondary containment is required for: bulk
storage of liquid materials; storage in any amount of Section 313 of Title III of the Superfund
Amendments and Reauthorization Act (SARA) water priority chemicals; and storage in any amount
of hazardous substances, in order to prevent leaks and spills from contaminating stormwater runoff.
A table or summary of all such tanks and stored materials and their associated secondary
containment areas shall be maintained. If the secondary containment devices are connected to
stormwater conveyance systems, the connection shall be controlled by manually activated valves or
other similar devices (which shall be secured closed with a locking mechanism), and any stormwater
that accumulates in the containment area shall be at a minimum visually observed for color, foam,
outfall staining, visible sheens and dry weather flow, prior to release of the accumulated stormwater.
Accumulated stormwater shall be released if found to be uncontaminated by any material. Records
documenting the individual making the observation, the description of the accumulated stormwater,
and the date
and time of the release shall be kept for a period of�five years.
(c) BMP Sul mmary; A listing o�i uctura! a d non-structurf al'Best�Management�Practices (BMP)
shall he provided. The installation and implementation of BMPs shall be based on the assessment of
thelpotential forsources to contribute significant quantities of pollutants to stormwater discharges
and data collected through monitoring of stormwater discharges. The BMP Summary shall include a
writtenlrecord of the specific/rationale for installation and implementation of the selected site BMPs.
The BMP Summalry ,shall�be reviewed and updated annually.
Spill Prevention andlResponse Plan, T,he Spill/Prevention and Response Plan [SPRP) shall incorporate an
assessment of potential pollutant sources based on_a materials inventory of thelfacihty. Facility personnel (or
r f i I i l r I r t
the team) responsible Far implementing the SPRP shall be identified in a written listlincorporated into the
iI + r I. r
SPRP and signed•a�nd dated by eachi indiv�idualr acknowledging their responsibilities for the plan. A
responsible person shall be on -site 'at all times during facility operations that have the potential to
t r I r I 11 r I + + I f.
contaminate stormwater runoff through spills or exposure of materials associated with the facility
operations, The,SPRP must.be, storm waterrspecific._Therefore, an oil SpilllPre 1 ntion Control and
Countermeasure plan (SPCC) may be a component of the SPRP, but may not be sufficient to completely
address the stormwater aspects of the SPRP. The common elements of the SPCC with the SPRP may be
incorporated by reference into the SPRP.
4. Preventative Maintenance and Good Housekeeping Program. A preventative maintenance and good
housekeeping program shall be developed. The program shall list all stormwater control systems,
stormwater discharge outfalls, all on -site and adjacent surface waters and wetlands, industrial activity areas
(including material storage areas, material handling areas, disposal areas, process areas, loading and
unloading areas, and haul roads), all drainage features and structures, and existing structural BMPs. The
program shall establish schedules of inspections, maintenance, and housekeeping activities of stormwater
control systems, as well as facility equipment, facility areas, and facility systems that present a potential for
stormwater exposure or stormwater pollution. Inspection of material handling areas and regular cleaning
schedules of these areas shall be incorporated into the program. Timely compliance with the established
schedules for inspections, maintenance, and housekeeping shall be recorded in writing and maintained in the
SPPP.
Employee Training, Training programs shall be developed and training provided at a minimum on an annual
basis for facility personnel with responsibilities for: spill response and cleanup, preventative maintenance
activities, and for any of the facility's operations that have the potential to contaminate stormwater runoff.
Facility personnel (or team) responsible for implementing the training shall be identified, and their annual
training shall be documented by the signature of each employee trained.
6. Responsible Party. The Stormwater Pollution Prevention Plan shall identify a specific position(s) responsible
for the overall coordination, development, implementation, and revision to the Plan. Responsibilities for all
components of the Plan shall be documented and position assignments provided.

Permit NCO004944
Plan Amendment. The permittee shall amend the Plan whenever there is a change in design, construction,
operation, or maintenance which has a significant effect on the potential for the discharge of pollutants to
surface waters. All aspects of the Stormwater Pollution Prevention Plan shall be reviewed and
updated on an annual basis. The annual update shall include an updated list of significant spills or leaks of
pollutants for the previous three years, or the notation that no spills have occurred. The annual update shall
include written re -certification that the stormwater outfalls have been evaluated for the presence of non-
stormwater discharges. Each annual update shall include a documented re-evaluation of the effectiveness of
the BMPs listed in the BM Summary of the Stormwater Management Plan.
The Director may notify the permittee when the Plan does not meet one or more of the minimum
requirements of the permit. Within 30 days of such notice, the permittee shall submit a time schedule to the
Director for modifying the Plan to meet minimum requirements. The permittee shall provide certification in
writing (in accordance with Part Ili, Standard Conditions, Section B, Paragraph 5) to the Director that the
changes have been made.
8. Facility Inspections. Inspections of the facility and all stormwater systems shall occur as part of the
Preventative Maintenance anid Good Housekeeping Program atla minimumf an a semi-annual schedule, once
during the first half of the year (January td ne),land once during the second half (July to December), with at
least 60 days separating inspection d'altes (unless performed more frequently than semi_anrnually). These
facility inspections are different from „and in addition to, the stormwater discharge cliaracterisdc monitoring
required in Section B. 2. below. JV/
9. Implementation. The permittee shall implement the Plan, Implementation of the Plan shall include
rr.. i
documentation f of all monitoring, measurements, inspections+maintenancre activities, and training provided
to employees, including theilog of the sampling darta and of actions taken to implement BMPs associated with
the industrial activities, including vehicle maintenance activities. Such documentation shall be kept on -site
for a period of five years and made available to the.Director or the Director's authorized representative
immediately upon requ est!
2. MINIMUM MONITORINGAND REPORTING -REQUIREMENTS
Analytical monitoring of stormwater discharges shall be performed as specified in Table 1. All samples
shall be collected from a discharge resulting from a representative storm event. The required monitoring will
result in a minimum of ten analytical samplings being conducted over the term of the permit at gacjt
stormwater discharge outfall (SDO).
A representative storm event is a storm event that measures greater than 0.1 inches of rainfall. The tirne
between this storm event and the previous storm event measuring greater than 0.1 inches must be at least 72
hours. A single storm event may have a period of no precipitation of up to 10 hours. For example, if it rains
but stops before producing any collectable discharge, a sample may be collected if the next rain producing a
discharge begins within 10 hours.
If the stormwater is controlled by a detention pond, and that pond discharges only in response to a storm
event exceeding a 25-year, 24-hour storm, the pond shall be considered a non -discharging stormwater
control system and not subject to NPDES requirements, unless the discharge causes a violation of water
quality standards.
Stormwater samples analyzed in accordance with the terms of this permit shall be submitted on forms
provided by the Director no later than March 1 following the year in which sampling was required to the
DWQ Central Office, Stormwater samples analyzed in accordance with the terms of this permit shall be
submitted to the Division on Discharge Monitoring Report forms provided by the Director. The permittee
shall also submit an Annual Summary Data Monitoring Report to the appropriate DWQ Regional Office
(RO) by March 1 of each year. The submittal shall be on forms supplied by the Division. Addresses for each
RO can be found here: littp: j/port�il.ncdenr.orejweb/wqf homeIro/

Permit NCO004944
4. Specific monitoring requirements:
(a) Stormwater from KOSA - Salisbury. Monitoring in Table 1 applies to all of the stormwater
discharges associated with industrial activity that discharge to the surface waters of the state.
Table 1, Analytical Stormwater Monit ring Re uirements
'Discharge
Characteristics
-
��" Units
Measuremerit
�Freacne 1,`
Sam_ plea -
T e2 �-
Sample
�Locatioii3
Total Suspended Solids
m L
semi-annual
Grab
SDO
Biochemical Oxygen Demand (BOD), 5-
da , 20 °C
mg/L
semi-annual
Grab
SDO
Total Petroleum Hydrocarbons (TPH),
EPA Method 1664A SGT-HEM
mg/L
semi-annual
Grab
SDO
Total Nitrogen (TN)4
m L
semi-annual
Grab
SDO
Total Phos (TP)4
m Lr--
1 semi-annual---
-1 ]Grab -
___1+ SDO
(•horns
11
H { 11
1
14standard
semi-annual
I JGrab
J SDO
)I
Total Rainfall-, n I 1 F
I inches
semi annual--
- ain.Gau e
Footnotes:I ! } S ) ) A I I
ZMeasurement Freque icy Twue.per y�ar d/rinF,,j represef tative stom event.
Grab samples shall be collected within the first 30 minutes of discharge.
3 SamplelLomtionI Samples shall be collected atjjea�c�h stormwater discharge outfalI (SDO) unless
representative outfalllstatus Ras been granted.i—J I
4 The pe�mittee may discontinue monitoring for TN and TP after four (4) consecutive samples if all values
are below the_benclimarks in Table 4. l
5 For each sampled representative storm event -the -total precipitation must be recorded. An on -site rain
gauge or local cal rain gauge e reading must b_ e recorded. Li
The permitte��e shall compleette. t.Jhe mini"mum1111 analytical samplings in accordance with the schedule specified
below in Table 2. A minimum of 60 days must separate Period 1 and Period 2 sample dates unless
monthly monitoring has been instituted under a Tier Two response.
Table 2. Monitoring Schedule
Monitoring;period�
Sample,Number'
Start -h
: _End � .
Year 1 - Period 1
1
April 1, 2010
June 30, 2010
Year 1 - Period 2
2
July 1, 2010
December 31, 2010
Year 2 - Period 1
3
January 1, 2011
June 30, 2011
Year 2 - Period 2
4
July 1, 2011
December 31, 2011
Year 3 - Period 1
5
January 1, 2012
June 30, 2012
Year 3 - Period 2
6
July 1, 2012
December 31, 2012
Year 4 - Period 1
7
January 1, 2013
June 30, 2013
Year 4 - Period 2
8
July 1, 2013
December 31, 2013
Year 5 - Period 1
9
January 1, 2014
June 30, 2014
Year 5 - Period 2
10
July 1, 2014
December 31, 2014
During Renewal Processz
11+
January 1, 2015
March 30, 2015
Footnotes:
1 If no discharge occurs during the sampling period, the permittee must record "No Flow" on a monitoring
report within 30 days of the end of the sampling period and maintain this record in the SPPP.

Permit NC0004944
2 Maintain semi-annual monitoring during permit renewal process. If at the expiration of this permit, the
permittee has submitted an application for renewal of coverage before the submittal deadline, the
permittee will be considered for renewed coverage. The applicant must continue semi-annual monitoring
until the renewed permit is issued.
(b) Facilities which have any vehicle maintenance activity occurring on -site which uses more than SS
gallons of new motor oil per month when averaged over the calendar year shall perform analytical
monitoring as specified below in Table 3. This monitoring shall be performed at all stormwater
discharge outfalls which discharge stormwater runoff from vehicle maintenance areas, in accordance
with the schedule presented in Table 2. All analytical monitoring shall be performed during a
representative storm event.
Table 3. Analytical Monitoring Requirements for On -Site Vehicle Maintenance
Discharge CharacteHstics
Units
Measurement
Fre uenc 1
. Sample
TXee2
Sample
Location3
H r--------
standard-n
semi-annual---
i r"Grab-----
---r SDO
Total Petroleum Hydrocarbons (TPH),
EPA Method 1664A SGT-HEM .
1 mg/I 1
se+mi-annual
Grab
SDO
i l
Total Suspended Solids ,T55 t�
m 1, 1
semi ann al�
---Grab. r—
J SDO
I !
Total Rainfall4 /
1 inches
semi-annual
Rain auf e
New Motor Oil Usage 1
)gallons/month
semi-annual
Estimate
Footnotes; I f 1 % f f I k
1 Measurement Frequency;, Twice per year during. a•representative storm event, forleach year until either
anotherlpermrt is issued For thisfacility or/until this permit is revoked or rescinded. If at the end of this
permitting cycle�the permittee has submitted the appropriate paperwork for renewal permit before the
submittal deadline, the permitted will be considered For` a renewal application. The applicant must
continue semi-annual monitorring�until,tlie renewed permit is issued. See Table 21 for schedule of
monitor ing periods throur gh the enkd of this s permitting g cycle.
2 If the stormwater runoff is controlled by a stormwater detention pond a grab sample of the discharge from
the pond shall be collected within the first 30 minutes of discharge from the pond.
3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) that discharges
stormwater runoff from area(s) where vehicle maintenance activities occur.
4 For each sampled representative storm event the total precipitation must be recorded. An on -site or local
rain gauge reading must be recorded.
Monitoring results shall be compared to the benchmark values in Table 4. The benchmark values in Table 4
are not permit limits but should be used as guidelines for the permittee's SPPP. Exceedances of benchmark
values require the permittee to increase monitoring, increase management actions, increase record keeping,
and/or install stormwater Best Management Practices (BMPs), as provided in 3. below.
S. The permittee shall report the analytical results from each sample within the monitoring period. The
permittee shall compare monitoring results to the benchmark values in Table 4. The benchmark values in
Table 4 are not permit limits but should be used as guidelines for the permittee's Stormwater Pollution
Prevention Plan (SPPP). Exceedances of benchmark values require the permittee to increase monitoring,
increase management actions, increase record keeping, and/or install stormwater Best Management
Practices (BMPs) in a tiered program. See the descriptions of Tier One and Tier Two.

Permit NC0004944
Table 4. Benchmark Values for Analytical Monitoring
Discharge Characteristics ''"'
Units
Benchmark
Total Suspended Solids (TSS)
mg/L
100
Biochemical Oxygen Demand (BOD)
mg/L
30
Total Petroleum Hydrocarbons (TPH),
EPA Method 1664A (SGT-HEM)
mg/L
15
Total Nitrogen
m L
30
Total Phosphorus
mg/L
2
pH
standard
6-9
Tier One
If: The first valid sampling results are above a benchmark value, or outside of the benchmark range, for any
parameter at any outfall;
Then: The permittee shall:
1. Conduct a stormwatermanalgement.inspection of the facility �,ithin.two_weeks_of_receiving sampling
results. II II �, 44 f
2. Identify and evaivate possible causes of the benchmark value exceedance'I
3. Identify potential and select the specific: source controls, operational controls, or physical
improvements to reduce concentrations of the parameters of concern, or to bring concentrations within
the benchmarkrange. 1 {
4. Implement theisele'ted actions within two months of the inspection. 1
5. Record each instance of a Tier One response in the Stormwater Pollution Prevention Plan. Include the
date and value of thre benchmark exceedance/the inspection date, the personnel conducting the
ins ectiori, the selected actions,.and the daterthe selected adions,were"im lemented.
s .. Tier TWO,
If: During the ter. m of this per;mit,f the first walidlsatnphiig results ifrdm two consecutive monitoring periods are
above the benchmark values, or outside of the benchmark range, for any specific parameter at a specific
discharge outfall;---�
Then: The permittee shall:
1. Repeat all the required actions outlined above in Tier One.
2. Immediately institute monthly monitoring for all parameters at every outfall where a sampling result
exceeded the benchmark value for two consecutive samples. Monthly (analytical and qualitative)
monitoring shall continue until three consecutive sample results are below the benchmark values or
within the benchmark range.
3. If no discharge occurs during the sampling period, the permittee is required to record "No Flow" on a
monthly monitoring report to comply with reporting requirements.
4. Maintain a record of the Tier Two response in the Stormwater Pollution Prevention Plan.
During the term of this permit, if the valid sampling results required for the permit monitoring periods exceed
the benchmark value, or are outside the benchmark range, for any specific parameter at any specific outfall on
four occasions, the permittee shall notify the DWQ Regional Office Supervisor in writing within 30 days of
receipt of the fourth analytical results. DWQ may but is not limited to:
• require that the permittee revise, increase, or decrease the monitoring frequency for the remainder of
the permit;
• require the permittee to install structural stormwater controls;
• require the permittee to implement other stormwater control measures; or
• require that the permittee implement site modifications to qualify for the No Exposure Exclusion,

r
Permit NC0004944
6. If a facility is required to sample multiple stormwater discharge locations, the permittee may petition the
Director to sample at a reduced number of outfalls. These outfalls would be granted 'Representative Outfall
Status" (ROS). DWQ may grant Representative Outfall Status if discharges from a single outfall are
representative of discharges from multiple outfalls. Approved ROS will reduce the number of outfalls where
analytical sampling requirements apply. Qualitative observations shall be recorded for all outfall locations.
This site discharges to impaired waters experiencing problems with biological integrity (Borth Second Creek)
and excessive nutrient loading (High Rock Lake watershed). If a Total Maximum Daily Load (TMDL) is
approved for this segment of Forth Second Creek or High Rock Lake, the permittee may be required to
monitor for the pollutant(s) of concern in the future and submit results to the Division of Water Quality. The
Division will consider the monitoring results in determining whether additional BMPs are needed to control
the pollutant(s) of concern to the maximum extent practicable.
If additional BMPs are needed to achieve the required level of control, the permittee will be required to (1)
develop a strategy for implementing appropriate BMPs, and (2) submit a timetable for incorporation of those
BMPs into the permitted Stormwater Pollution Prevention Plan.
8. Qualitative uonitoring requires a visual inspection of each stormwater outfall regardless of representative
outfall status and shall be performed as -specified in Table S, during the analytical monitoring event. [If
analytical monitoring is not required, the permittee stillimust conductsemi-annualqualitative monitoring.]
Qualitative monitoring is for the purpose of evaluating the effectiveness of the-Stormwater Pollution
Prevention Plan (SPFP) a� d assegsingInew�sources of stormwater pollution.
i. 11 f 1 �-J 11 11 l
Table S. Qualitative Stormwater- Monitoring Requirements I
Discharge Characteristics
Fre uenc 1
Monitoring Locatian2
Color l 1 l 1
r
I L_'Sc annual f
( ISDO
Odor f J 1
1l �}
v semiannual J
j JSDO
r,
111 III
Clarit f / f yj 4 1
fannuall
f ! I SDO
p�
Floating Solids / I h �I
1Fsemi
! semi-an[nualll
l l SDO
Suspended Solids
semi-annual
SDO
Foam
semi-annual
SDO
Oil Sheen
semi-annual
SDO
Erosion or deposition at the outfall
semi-annual
SDO
Other obvious indicators of stormwater
pollution
semi-annual
SDO
Footnotes;,
1 Measurement Frequency: Twice per year during a representative storm event, for each year until either
another permit is issued for this facility or until this permit is revoked or rescinded. if at the end of this
permitting cycle the permittee has submitted the appropriate paperwork for a renewal permit before the
submittal deadline, the permittee will be considered for a renewal application. The applicant must
continue semi-annual monitoring until the renewed permit is issued. See Table 2 for schedule of
monitoring periods through the end of this permitting cycle.
2 Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall
(SDO) regardless of representative outfall status.
In the event an atypical condition is noted at a stormwater discharge outfall, the permittee shall document
the suspected cause of the condition and any actions taken in response to the discovery. This documentation
will be maintained with the SPPP.
9. The permittee shall record the required qualitative monitoring observations on the SDO Qualitative
Monitoring Report form provided by the Division, and shall retain the completed forms on site. Visual
monitoring results should not be submitted to the Division, except upon DWQ's specific requirement to do so.

Permit NC0004944
10. RECORDS RETENTION
Along with the Stormwater Pollution Prevention Plan, qualitative monitoring shall be documented and
records maintained at the facility. Copies of analytical monitoring results shall also be maintained on -site.
The permittee shall retain records of all monitoring information, including all calibration and maintenance
records and all original strip chart recordings for continuous monitoring instrumentation, and copies of all
reports required by this individual permit for a period of at least 5 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time.
11. BYPASSING OF STORMWATER CONTROL FACILITIES
Bypass is prohibited, and the Director may take enforcement action against a permittee for bypass unless:
a. The bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and
b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities, retention
of stormwater or maintenance during normal periods of equipment downtime or dry weather. This
condition i nson o satisfied if adequate backup co rn 6ls should have been' nstalled in the exercise of
reasonable engineeringJudgment to�preven!!a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and 1
C. The permittee,submitted notices as required under, Part I11, Section E(?.?)-of this peJit.
If the Director determines that iti ill,meeJthe three conditions listd,above, the Dirlor may approve an
anticipatedibyp ss after considering its adverse effects.
12. 510RMW ITER DE 1FINITII101NS
1. Best Man ern nt PractLS fBMPs1
Measures;or practices used to 'redu`ce the amount of pollution entering surface waters. BMPs may take the
form of a process, activity6or physical structure!More information on BMPs can be found at:
2. Bulk Storage of Liquid Products
Liquid raw materials, manufactured products, waste materials or by-products with a single above ground
storage container having a capacity of greater than 660 gallons or with multiple above ground storage
containers having a total storage capacity of greater than 1,320 gallons.
3. Municipal. Separate Storm Sewere System (MS4)
A stormwater collection system within an incorporated area of local self-government such as a city or town.
4. No Exposure
A condition of no exposure means that all industrial materials and activities are protected by a storm
resistant shelter or acceptable storage containers to prevent exposure to rain, snow, snowmelt, or runoff.
Industrial materials or activities include, but are not limited to, material handling equipment or activities,
industrial machinery, raw materials, intermediate products, by-products, final products, or waste products.
DWQ may grant a No Exposure Exclusion from NPDES Stormwater Permitting requirements only if a facility
complies with the terms and conditions described in 40 CFR §122.26(g)
5. Point Source Discharge
Any discernible, confined and discrete conveyance, including but specifically not limited to, any pipe, ditch,
channel, tunnel, conduit, well, discrete fissure, container, rolling stock, or concentrated animal feeding
operation from which pollutants are or may be discharged to waters of the state.
6. Representative Outfall Status
When it is established that the discharge of stormwater runoff from a single outfall is representative of the
discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall
status allows the permittee to perform analytical monitoring at a reduced number of outfalls.

Permit NC0004944
SecQndary Containment
Spill containment for the contents of the single largest tank within the containment structure plus sufficient
freeboard to allow for the 25-year, 24-hour storm event.
Section 313 Water Priority Chemical
A chemical or chemical category which:
(a) Is listed in 40 CFR 372.65 pursuant to Section 313 of Title HI of the Superfund Amendments and
Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right -to -
Know Act of 1986;
(b) Is present at or above threshold levels at a facility subject to SARA title III, Section 313 reporting
requirements; and
(c) That meets at least one of the following criteria:
(1) Is listed in appendix D of 40 CFR part 122 on either Table II (organic priority pollutants),
T5ble.,Ill (certain metals, cyanides, and phen6ls) or T561 IV -{certain toxic pollutants and
hazardous substances); 1 I y 1 l
(2) Is listedasa hazardous substance pursuant to section 3 1(b)(2)(A)�he CWA at 40 CFR
116.4- or JJ kkll JJ f`�
(3) Is a pollutant for, which EPA has published acute or chronic water quality criteria.
9. SieniF;casltMaterial
Includes, but is not limited to: raw matemals; fuels; materials such as solvents, detergents, and plastic pellets;
i � r r r
Finished materials such as metallic products; raw materials used in food processing or production; hazardous
substance designated under section'101(114) of-CERCLA; jany Ich�emical thelfacility is required to report
pursuant to section 313jofj itlelllllof SARA; fertilizers; pelstieides; and waste products such as ashes, slag and
sludge that have•tE a potential to be released with stormwat rr discharges.
10. Sienrficant SS ,ills
Includes, ibut.is_not•limited_to%releases.ofioil_or7hazardous substances in excess-of.reportable quantities tinder
section 311 of the Clean Water Act (Ref: 40 CFR 110.10 and CFR 117.21) or section 102 of CERCLA (Ref: 40
CFR 302.4).
11. Stormwater Associated with Industrial Activity
The discharge from any point source which is used for collecting and conveying stormwater and which is
directly related to manufacturing, processing or raw material storage areas at an industrial site. Facilities
considered to be engaged in "industrial activities" include those activities defined in 40 CFR 122.26(b)(14),
The term does not include discharges from facilities or activities excluded from the NPDES program.
12. Storm water Discbarge Outfalj (SDOJ
The point of departure of stormwater from a discernible, confined, or discrete conveyance, including but not
limited to, storm sewer pipes, drainage ditches, channels, spillways, or channelized collection areas, from
which stormwater flows directly or indirectly into waters of the State of North Carolina.
13. Stormwater Runoff
The flow of water which results from precipitation and which occurs immediately following rainfall or as a
result of snowmelt.
12. TQtal Flow
The now corresponding to the time period over which the sample collection occurs. The total flow calculated
based on the size of the area draining to the outfall, the amount of the built -upon (impervious) surfaces
within the drainage area, and the total amount of rainfall occurring during the sampling period.

Permit. NCO004944
13. Total Maximum -Daily Load (TMDL)
TMDLs are written plans for attaining and maintaining water quality standards, in all seasons, for a specific
water body and pollutant. (A list of approved TMDLs for the state of North Carolina can be found at
htt h2o.enr.state.nc.us tmdl )
14. Vehicle Maintenance Activity
Vehicle rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations, or
airport deicing operations.
15. Visible Sedimentation
Solid particulate matter, both mineral and organic, that has been or is being transported by water, air,
gravity, or ice from its site of origin which can be seen with the unaided eye.
16. 25-year. 24 hour storm event
The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once in 25
years.

`� pG ©ZA
r NCDfNR
-1
Anthony J. Branecky, Plant Manager
INVISTA S.a.r.l,
7401 Statesville Blvd.
Salisbury, North Carolina 28145
Dear Mr..Branecky:
Michael F . Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
January 2006 (§;�
J ry 5
Subject: Issuance of NPDES Permit NCO004944
Salisbury Facility
Rowan County
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
This final permit includes no major changes from the draft permit sent to you on October 26, 2005.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to
you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of
this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Irileigh, North
Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain
other permits which may be required by the Division of Water Quality or permits required by the Division 'of Land
Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that may be
required. if you have any questions concerning this permit, please contact Sergei Chernikov at telephone number
[phone], extension 594.
Sincerely,
t~ya— Alan W. Klimek, P.E.
cc: NPDES Files -
Mooresville Regional Office / Surface Water Protection
Aquatic Toxicology Unit
Mr. Roosevelt Childress, EPA Region IN
Ms. Kristen Jenkins/CH2M HILL
115 Perimeter Center Place NE, Suite # 700
Atlanta, GA 30346
N. C. Division of Water Quality 1 NPDES Unit Phone: [phone]
1617 Mail Service Center, Raleigh, NC 27699-1617 fax: [phone]
Internet: h2o,enr.state.nc.us BENR Customer Service Center 1 800 623-7748

Permit NC0004944
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
-In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
INVISTA, S.a.r.1.
is hereby authorized to discharge wastewater and stormwater from a facility located at
INVISTA, S.a.r.l. - Salisbury Facility
Highway 70 at Highway 801
West of Salisbury
Rowan County
to receiving waters designated as North Second Creek in the Yadkin -Pee Dee River Basin in accordance
with effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, II, III, and
IV hereof.
The permit shall become effective February 1, 2006.
This permit and the authorization to discharge shall ekpire at midnight on March 31, 2009.
Signed this day January 5, 2006.
X- <.:�o >
'fa Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the'Environmental Management Commission

Permit NCO004044
SUPPLEMENT TO PERMIT COVER SHEEN`
All previous NPDES Permits issued to this facility, whether foi- operation or discharge are hereby
revoked, and as of this issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge. from this facility arises under the
r,•�rp
permit conditions, requirements, terms, and provisions included herein.
INVISTA, S.a.r.l.
Not
is hereby authorized to:
1. Continue to operate an existing 2.305 MGD activated sludge wastewater treatment
facility located at INVISTA's Salisbury facility at the intersection of Highways 70 and
801 in Rowan County. The treatment systerci referenced herein consists of the
following:
• Bar screen and grit removal;
• LTV/peroxide addition;
• Equalization tanks;
• Mechanical aeration basins;
• Anaerobic groundwater treatment unit;
• Secondary clarifiers;
• Three aerated polishing ponds;
• Chemical additional facilities;
• Aerobic digestion;
• Sludge dewatering; and
• Instrumented flow measurement.
2. Discharge from said treatment works through outfall 001 at the location specified on
the attached map into North Second Creek, a class C water in the Yadkin -Pee Dee River
Basin; and
3. Continue to discharge stormwater associated with industrial activity through five
outfalls (outfalls A, B, C,. D, and 5) as shown on the attached map. Modifications to the
stormwater conveyance system are authorized by this permit in accordance with
docurnentation to be included in the facility's Stormwater Pollution Prevention Plan
(construction activities must be authorized under General Permit No. NCG010000).

INVISTA,'S.ax I. ''NC0004944'
Facility::..,
Location
USGS -Quad Name: Salisbury Lat.: 3 5042'40 P,
Receiving Stream: North Second Creek Lang.: 80036'10"-.
Sfr'eiarn Class'
C
9,P,CALE
Subba''siln: Yadkin- 030706

Permit NC0004944
Part I Section A.
1. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the effective date of this permit and lasting through the expiration date, the Permittee is authorized
to discharge from OutfaH 001. Such discharges shall be limited and monitored by the Permittee as specified
below:
x
PARAMETER
r
ee
EFFLUENT LIMITATIONS
rv,
MONITORING REQUIREMENTS
;J.' 4
Monthly
Avera a
r `sDailyf
MaRimuux
Measurement'
Fre` uenc
Sample`
a
Sample' •
Location''
Flow(MGD]
2.305
Continuous
Recording
Effluent
BODs (April 1- October 31)
150 lbs/day
300 lbs/day
3/Week
Composite
Effluent
BODs (November 1- March 31)
201 lbs/day
518 lbs/day
3/Week
Composite
Effluent
NH3 as N
23 Ibs/day
46 lbs/day
Weekly
Composite
Effluent
Total Suspended Solids
330 lbs/day
1043 lbs/day
3/Week
Composite
Effluent
Fecal Coliform (geometric mean)
200/ 100 ml
400/ 100 ml
Weekly
Grab
Effluent
Dissolved Oxygen
Daily Average not less than
5.0 mg/L
3/Week
Grab
Effluent
Dissolved Oxygen
See Note 1
Grab
U,D
Conductivity
See Notd 1
Grab
U,D
Temperature
See Note 1
Grab
U,D
Total Copper
Monthly
Composite
Effluent
Total Iron
Monthly
Composite
Effluent
Total Manganese
Monthly
Composite
Effluent
pH
Between 6.0 and 9.0 Standard
Units
3/Week
Grab
Effluent
Chronic Toxicity2
I Quarterly
Composite
Effluent
40 CFR 414 Subpart I
See Part I, Section A, Number 2
Notes:
1 Sample Locations: U — Upstream at least 100 feet above the outfall; D — Downstream approximately eight
miles from the outfall or at Highway 601. Upstream and downstream samples shall be called three times per
week during the months of June, July, August, and September and once per week during the remaining
months of the year. Instream sampling requirements are provisionally waived in light of the Permittee's
participation in the Yadkin -Pee Dee River Basin Association (the Association). All instream sampling
requirements are immediately reinstated should the Permittee cease participation in the Association.
2 Chronic Toxicity (Ceriodaphnia) P/F @ 34% February, May, August, November; see condition Part I, Section
A, Number 3 of this permit.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE
AMOUNTS.
ANALYTICAL DATA WHICH IS LESS THAN THE PRACTICAL QUANTITATION LEVEL SHALL BE REPORTED AS
SUCH AND CONSIDERED ZERO FOR THE PURPOSES OF CALCULATING AVERAGES.

Permit NC0004944
Part I, Section A.
2. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - SUBPART I
Beginning on the effective date of this permit and lasting through the expiration date, the Permittee shall comply
with the limitations and monitoring frequencies established below at outfall 001:
k PARAMETER-
�' yt
EFFLUENT 1LIMITATIONS
MONITORING REQUIREMENTS
nionthl r-
Avera el
Lail
": Ma droll' l
Measurement
-
Fre uenc
Sam le
P
a
SampIe
Location°
Acenaphthene
Acenaphthylene
0.175
0.17r -�
i 0.470
0.470
Annually
Annually
Grab
Grab
Effluent
Effluent
Acrylonit:rile
8.4 jig/ L
AnnuaIly
Grab
Effluent
Anthracene
0.175^ I
0.470
Annually
Grab
Effluent
Benzene
0.295
1.083
Annually
Grab
Effluent
Benzo(a)anthracene
0.6 µg/L
Annually
Grab
Effluent
3,4-Benzofluoranthene
1.0 µg/L
Annually
Grab
Effluent
Benzo(k) flu oran thene-
0.6 µg/L
Annually
Grab
Effluent
Benzo(a)pyrene
1.0 µg/L
Annually
Grab
Effluent
Bis(2-ethylhexyf) phthalate
0.820
74 µg/L
Annually
Grab
Effluent
Carbon Tetrachloride
0.143
0.303
Annually
Grab
Effluent
ChIorobenzene
0.119
0.223
Annually
Grab
Effluent
Chloroethane
0.828
2.135
Annually
'Grab
Effluent
Chloroform
0.167
0.366
AnnuaIly
Grab
Effluent
2-Chlorophenol
0:_' r7
0.781
Annually
Grab
Effluent
Chrysene
0.6 µg/L
Annually
Grab
Effluent
Di-n-butyl phthalate
0.215
0.454
Annually
Grab
Effluent
1,2-Dichlorobenzene
0.613
1.298
Annually
Grab
Effluent
1,3-Dichlorobenzene
0.247
0.350
AnnuaIly
Grab
Effluent
1,4-Dichlorobenzene
0.119
0.223
Annually
Grab
Effluent
1,1-Dichloroethane
0.175
0.470
Annually
Grab
Effluent
1,2-Dichloroethane
0.542
1.681
Annually
Grab
Effluent
1,1-Dichloroethylene
0.127
0.199
Annually
Grab
Effluent
1,2-trans-Dichloroethylene
0.167
0.430
Annually
Grab
Effluent
2,4-Dichlorophenol
0.311
0.892
Annually
Grab
Effluent
1,2-Dichloropropane
44 jig/ L
Annually
Grab
Effluent
1,3-Dichloropropylene
0.231
0.350
Annually
Grab
Effluent
Diethyl phthalate
0.645
1.617
Annually
Grab
Effluent
2,4-Dimethylphenol
0.143
0.287
Annually
Grab
Effluent
Dimethyl phthalate
0.151
0.374
Annually
Grab
Effluent
4,6-Dinitro-o-cresol
0.621
2.206
Annually
Grab
Effluent
2,4-Dinitrotoluene
0:900
2.270
Annually
Grab
Effluent
2,6-Dinitrotoluene
2.031
5.105
Annually
Grab
Effluent
L2,4-Dinitrophenol
0.565
0.980
.Annually
Grab
Effluent

Permit NCO004944
• ..ea Y•4
Part I, Section A.
2. SUBPART I REQUIREMENTS (CONTINUED)
Beginning on the effective date of this permit and lasting through the•expira�ion date, the Permittee shall comply
with the limitations grid monitoring frequencies established below at outfall-001:
PARAMETER x F
s
r
EFFLUENT LIMITATIONS
:.• . ,. �. a•. _,
`MONITORING REQUIREMENTS
Monthly
Ai►era el
Daily
Maxiniumx
Measurement
Fre uenc
Sample
e..
Sample
,.
;Location "
Ethylbenzene
0.255
0.860
Annually •• •
Grab
Effluent
Fluoranthene
0.199
0.542
Annually •
Grab
Effluent
Fluorene
0.175
0.470
Annually
Grab
Effluent
Hexachlorobenzene
0.01 µg/L
-Annually
Grab .
Effluent
Hexachlorobutadiene
• 0.159
0.390.
Annually
Grab
Effluent
Hexachloroethane
0.167
0.430
Annually
Grab
Effluent
Methyl Chloride
0,685
1,513 •
Annually -•
• .-.Grab '
Effluent
Methylene Chloride
0.319
0.709
Annually
Grab.
Effluent
Naphthalene
0.175
0.476
Annually-
Grab..
Effluent
Nitrobenzene
0.215
0.542-
-Annually----'
Grab ...
Effluent
2-Nitrophenol
0.327
0,550
Annually - • -
Grab . _
Effluent
4-Nitrophenol
0.573
. 0.988
Annually
Grab
Effluent
Phenanthrene
0.175
0.470
-Annually - -•,
Grab
'Effluent
Phenol
0.119
0.207 -
Annually
Grab
Effluent
Pyrene
0.199
0.534
Annually
Grab
Effluent
Tetrachloroethylene
0.175
0.446
Annually-•
Grab
Effluent
Toluene
32.2 µg/L
Annually
Grab..
Effluent
1,2,4-Trichlorobenzene
0.542
1.115
Annually
Grab
Effluent
1, 1, 1 -Trichloroethane
0.167
0.430
Annually
Grab
Effluent
1,1,2-Trichloroethane
0.167
0.430
Annually
Grab
Effluent
Trichloroethylene
0,207
0,550
Annually
Grab
Effluent
Vinyl Chloride
0.828
2.135
Annually
Grab
Effluent
Notes:
1 All units are lbs/day unless'otherwise noted.

Permit 'NC0004944
Part I, Section A.
3. CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY) — OUTFALL 001
1
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dvLha at an effluent concentration of 34%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
"North Carolina Phase It Chrcnic`iljnole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent
versions. The tests will be performed during the months of February, May, August, and November. Effluent
sampling for th is testing shall be performed at the NPDES permitted final effluent discharge below all treatment
processes.
If the test procedure performed as the -first test of any single quarter results in a failure or .ChV below the permit
limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months
as described in `North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998)
or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of. reproduction or survival. The definition of "detectable impairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge,
Monitoring Forin (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP313 for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: Environmental Sciences Branch
_ North Carolina Division of
Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream,
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the
facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No
Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at
the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water
Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include
alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.

Permit NC0004944
Part I Section B.
1. FINAL LIMITATIONS A14V CONTROLS FOR STORMWATER DISCHARGES`
During the period beginning on the effective date of 'the permit and-l"lasting until expiration, the permittee is
authorized to discharge stormwater from outfalls A, B, C, D, and 5. Such discharges shall be controlled, limited
and monitored as specified below.
Stormwater Pollution Prevention Plans: W ,
The permittee shall develop and continue to update a Stormwater Pollution' Prevention Plan, herein after referred
to as the Plan. The Plan shall be considered public information and shall include, at a minimum, the following
items:
1. Site Plan: The site plan shall provide a description of the physical facility and the potential pollutant
sources which may be expected to contribute to contamination of,regulated stormwater discharges. The
site plan shall contain the following:
(a) A general, location map (USGS quadrangle map, or. appropriately drafted equivalent map),
showing the facility's location in relation to transportationroutes and surface waters,_,and the
name of the receiving water(s) to which the stormwater outfall(s) discharges. If the discharge is to
a municipal separate storm sewer system, the name of the municipality and the ultimate
receiving waters, and accurate latitude and longitude of the point(s) of discharge must be shown.
(b) A narrative description of storage practices, loading and unloading, activities, outdoor -process
areas, dust or particulate generating or control processes, and ,waste�disposaI practices.
(c) A site map (or series of maps) drawn to scale with the distance legend indicating location of
industrial activities (including storage of materials, disposal areas, process areas, and loading
and unloading areas), drainage structures, drainage areas ,for each outfail and activities
occurring in the drainage area, building locations and impervious surfaces, the percentage of
each drainage area that is impervious. For each outfall, a narrative description of the potential
pollutants which could be expected to be present in the regulated stormwater discharge.
(d) A list of significant spills or leaks of pollutants that have occurred at the facility during the 3
previous years and any corrective actions taken to mitigate spill impacts. .
(e) Certification that the stormwater outfalls have been evaluated for the presence of non-stormwater
discharges.
2. Stormwater Management Plan: The stormwater management plan shall contain a narrative description of
the materials management practices employed which control or minimize the exposure of significant
materials to stormwater, including structural and non-structural rneasures. ' The stormwater
management plan, at a minimum, shall incorporate the following:
(a) A study addressing 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
stormwater. Wherever practicable the permittee should consider covering storage areas, material
handling operations, manufacturing or fueling operations to prevent materials exposure to
stormwater. In areas where elimination of exposure is not practicable, the stormwater
management plan shall document the feasibility of diverting the stormwater, runoff awayjrom
areas of potential contamination.
(b) A schedule to provide secondary containment for bulk storage of liquid materials, storage of
Section 313 of Title III of the Superfund Amendments and Reauthorization Act (SARA) water
priority chemicals, or storage of hazardous materials to prevent leaks` and spills from
contaminating stormwater runoff. If the secondary containment devices are connected directly to
stormwater conveyance systems, the connection shall be controlled by manually activated, valves
or other similar devices [which shall be secured with a locking mechanism) and any stormwater
that accumulates in the containment area shall be at a minimum visually observed prior to
release of the accumulated stormwater. Accumulated stormwater shall be released if found to be
uncontaminated. Records documenting the individual making the observation, the description of

Perin it NCO004944
the accumulated stormwater and the date and time of the release shall be kept for a period of five
years.
(c) A narrative .description of Best Management Practices (BMPs) to be considered such as, but not
r limited to, oil and grease separation, debris control, vegetative filter strips, infiltration and
` stormwater detention or retention, where necessary. The need for structural BMPs shall be based
on the assessment of potential of sources contributing significant quantities of pollutants -to
stormwater discharges and data.collected through monitoring of stormwater discharges
(d) Inspection schedules off'stormwater conveyances and controls and measures to be taken to Iimit
or prevent erosion associated with the stormwater systems.
3. Spill Prevention and Response Plan: The,%Spill Prevention and Response Plan shall incorporate a risk
assessment of potential pollutant sources based on a materials inventory of the facility. Facility personnel
(or team) responsible for implementing the plan shall be identified in the plan. A responsible person shall
be on -site at all times during facility operations that have the potential to contaminate stormwater runoff
through spills or exposure of materials associated with the facility operations.
4. Preventative Maintenance and Good Housekeeping Program: A preventative maintenance program shall
be developed. The program shall document schedules of inspections and maintenance activities of
stormwater control systems, plant equipment and systems. Inspection of material handling areas and
regular cleaning schedules of these areas shall be incorporated into the program.
5. Training schedules shall be developed and training provided at a minimum on an annual basis on proper
spill response and cleanup procedures and preventative maintenance activities for all personnel involved
in any of the facility's operations that have the potential to contaminate stormwater runoff. Facility
personnel (or team) responsible for implementing the training shall be identified in the plan.
6. The Stormwater Pollution Prevention Plan shall identify a specific position(s) responsible for the overall
coordination, development, implementation, and revision to the Plan. Responsibilities for all components
of the Plan shall be documented and position(s) assignments provided.
7. Plan Amendment: The permittee shall amend the Plan whenever there is a change in design,
construction, operation, or maintenance which has a significant effect on the potential for the discharge
of pollutants via'a point source to surface 'waters. The Storxnwaker Pollution Prevention Plan shall be
reviewed and updated on an annual basis.
The Director may notify the permittee when the Plan does not meet one' or more of the minimum
requirements of the permit. Within 30 days of such notice, the permittee shall submit a time schedule to
the Director for modifying the Plan to meet minimum requirements. The permittee shall provide
certification in writing to the Director that the changes have been made.
8. Facility Inspections: inspections of the facility and all stormwater systems shall occur at a minimum on a
semiannual schedule, once in the fall (September'- November) and once during the spring (April - June).
The inspection and any subsequent maintenance activities performed shall be documented, recording
date and time of inspection, individual(s) making the inspection and a narrative description of the
facility's stormwater control systems, plant equipment and systems. Records -of these inspections shall
be incorporated into the Stormwater Pollution Prevention Plan.
9. implementation: Implementation of the Plan shall include documentation of all monitoring,
measurements, inspections, maintenance activities and training provided to employees, including the log
of the sampling data. Activities taken to implement BMPs associated with the industrial activities,
including vehicle maintenance activities, must also be recorded. All required documentation shall be kept
on -site for a period of five years and made available to the Director or his authorized representative
immediately upon request.
2. MINIMUM MONITORING AND REPORTING REQUIREMENTS
The Stormwater Pollution Prevention Plan shall be reviewed and updated on an annual basis.
Implementation of the plan shall include documentation of all sampling, measurements, inspections and
maintenance activities, and training provided to employees, including the log of the sampling data and of
activities taken to implement BMPs associated with the industrial activities, including vehicle

Permit NC0004944
maintenance activities. Such documentation shall be kept on -site fora period of.five years and made
available to the Director or his authorized. representative immediately upon request.
2. The Director may notify the,Permittee when the Plan does not meet one or more of the minimum
requirements of the permit. �Witiiin 30 days of such notice, the permittee shall submit a time schedule to
the Director for modifying ,the Flan to meet minimum requirements.. The. permittee shall provide
certification in writing to the Director that the changes have been made. a „
3. inspections .of the facility and . all stormwater. systems shall occur at a minimum on a semi-annual
schedule, once in the fall, (September - November) and once'. during the ,spring, (April -, June). The
inspection and any -,subsequent maintenance activities performed shall be documented, recording date
and time of inspection, individual(s) making the inspection and. a narrative description of the facility's
stormwater control systems, plant equipment. and systems. Records -of these irspections shall be
incorporated into the'Stormwater Pollution Prevention Plan.. .
4. Sample collection and visual monitoring for -color, foam, outfall staining, visible sheens and dry weather
flow, shall be performed -at all stormwater discharge outfall locations. If a facility has multiple discharge
locations that are required to be sampled, the permittee may petition the Director,to sample,at a reduced
number of outfalls if it is established that the stormwater discharges are substantially identical. Visual
observations shall be recorded for all outfall locations. :• , '
5. For purposes of the stormwater sampling required in this permit, all samples shall be collected from a
discharge resulting from a representative storm event. Failure to monitor, storm events in accordance
with the specified frequency shall 'constitute a violation of this permit. If the, stormwater runoff is
controlled by a detention pond, the following sampling shall apply:. G
(a) If the detention pond detains the runoff generated by one inch of rainfall for 24 hours, a grab
sample of the discharge from the pond shall be collected during the storm,event
(b) If the detention pond discharges only in response to a storm event exceeding a 10-year design
storm, visual observations for color, foam, outfall staining;»visible,. sheens_,•and dry weather flow
are required, but analytical sampling shall not be required.
(c) If the detention pond discharges only in response to a storm event exceeding a 25-year, 24-hour
storm, the pond shall be considered a non -discharging -stormwater control system and not
subject to NP-DiS requirements, unless the discharge causes..a violation of water quality
standards.
6. Samples analyzed in accordance with the terms of this permit shall be submitted on forms provided by
the Director no later than January 31 following the year in which sampling was required.
7. Specific Monitoring Requirements
(a) Stormwater from KOSA - Salisbury. .Monitoring applies -to all of the-.stormwater discharges.
Monitoring is not required for stormwater which does not discharge -to the,surface waters of the
state.
�Stoirnwater Dxscharge,N P` v
1 it'Yf' nv4
Ctiaraciensttcs�^�A?�„
jj��Hi '"•" � i.�i tY .1�+tSN''l i 31y [ Y{irJ�'i 3"Il
i .tE,r. ,.ru>` "'1 S,it .• .�. r.t .F.. ,'
'i' I'lUnxts l",
�
1� �. �.�C
aJ c',-.. _ •.x�'`
, ,'�l Win, `rn 'Re` uirements
�yVleasureriient,
"i`r��-kG rn L �rl�•�
�...Fre uen r,
�H(�
'.i� � �
;Sam le; e;
4 i'
Sample i�r�"��
lls rn.4 dVr�..' i
,L(7eahon IN
Total Flow2
MG
Annually
SDO
_pH _
Standard
Annually _
Grab
_ ' SDO___
Oil and Grease
m L
Annually
Grab
SDO
Total Suspended Solids
_m_g/L
_Annually
Grab
SDO
!OD, 5-day, 20-C
mg/L
Annually
Grab
SDO
Total Nitrogen
m JL
Annually
Grab
SDO
_ Total Phosphorus
_ _mg/L _
_ An_nuaEly
_ Grab
—�SDO
SD_0___
TTO
m L
AnnuallyGrab
Sample Locations: SDO - Stormwater Discharge Outfall
Total flow shall be measured continuously or calculated based on the amount of area
draining to the outfall, the amount of built -upon area, and the total amount of rainfall or
estimated by the measurement of flow at 20 minute intervals during the rainfall event. Total
precipitation and duration of the event measured shall be a representative storm event.

Permit NCO004944
Storm Event Characteristic Units MonitoringReguirements
Total Event Precipitation inches Annually
Event Duration hours Annually
For facilities that develop a solvent managerrient::plant to be incorporated into the stormwater
pollution prevention plan may make a request to DWQ that monitoring: of total toxic organics be
waived. The solvent management plan shall include, as a minimum, -.lists of the total toxic
organic compounds used; the method of disposal used instead of dumping such as reclamation,
contract hauling, or incineration; and the procedures- for assuring that toxic organics do not
routinely spill or leak into the Stormwater. For those facilities .allowed such a waiver, the
discharger shall include a signed certification -statement on the -discharge monitoring reports.
(b) Stormwater discharges from any vehicle maintenance activity occurring on -site which uses more
than 55 gallons of new motor oil per month .when, averaged over the calendar year shall be
monitored by the permittee as specified below:
Storinwater'Drscharge A t rayy Units yy�` „ hMonrtorm rRe uirementsz�`•
C 7ara e sticsk}ups} i }"ta x' +��, �;p • � w � M1Fi&f measurement.'.
Total Flow3 _ _MG_ 3/Tenn SD_O
Oil and Grease __ 3/Term. Grab SDO
Lead, Total Recoverable4 µg/L _ 3/Term —_Grab_ _SDO_
Deter eats MBAS)5 mg/L 3�Te,m I Grab SDO_
_pH Standard 31Term r Grab SDO
New motor oil usage i Gal month 3 Term-^ Estimate
1 Measurement Frequency — 3/Term shall mean stormwater' runoff associated with vehicle
maintenance activity on -site. Existing facilities shaII be sampled once within six months of
the effective date of the permit and, wh--re possible, prior to implementing BMPs and
development of the BMP plan at existing operations. Thereafter, sampling shall be conducted
two times during the remaining permit term at intervals of greater than eighteen months
apart and collected during the months of April through November.
2 Sample Locations: SDO— Stormwater Discharge.Outfall
3 Total flow shall be measured continuously, or calculated based on the amount of area
draining to the outfall, the amount of built -upon area, and the total amount of rainfall or
estimated by the measurement of flow at 20 minute intervals during the rainfall event. Total
precipitation and duration of the event measured shall be a representative storm event.
4 Applies only for facilities at which fueling occurs.
5 Detergent monitoring is required only at facilities which conduct vehicle cleaning.
Storm Event Characteristic Units Monitoring Requirements
Total Event Precipitation inches Annually
Event Duration hours• Annually
3. STORNWATER DEFINITIONS
Best Management Practices BMPs
Schedules of activities, prohibitions of practices, maintenance procedures, and other management
practices to prevent or reduce the pollution of waters of the United States. BMPs also include treatment
requirements, operation procedures, and practices to control plant site runoff, spillage or leaks, sludge or
waste disposal, or drainage from raw material storage.

Permit NC0004944
2. ' Bulk Storage of Liquid Products
Liquid'raw materials; manufactured products, waste materials -or by=products with a single above ground
storage container having a capacity of greater than 660 gallons or with multiple above ground storage
containers having a total storage capacity of greater than 1,320 gallons.
3. Point Source Discharge _
Any discernible, confined and discreti conveyance, including but specifically not limited to, any pipe,
ditch, channel, tunnel_, conduit; well, ydisciete' fissure, container, rolling stock, or concentrated animal
feeding operation from which pollutants are ,or may be discharged to waters of the state.
4. Runoff Coefficient
The fraction of total rainfall that is not infiltrated into or otherwise retained by the soil, concrete, asphalt
or other surface upon which it falls that will appear at the conveyance as runoff.
5. Secondary Containment.'
Spill containment for .the ' contents of the single largest tank within the containment structure plus
sufficient freeboard to allow for the 25-year, 24-hour storm event.
6. Section 313 Water Priority Chemical
A chemical or chemical category which:
(a) Is listed in 40 CFR 372.65 pursuant to Section 313 of Title III of the Superfund Amendments and
Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right -to -
Know Act of 1986;' "
(b) Is present at or above threshold levels at a facility subject to SARA title III, Section 313 reporting
requirements; and
(c) That meet at least one of the following criteria:
(1) Is listed in'appendix D of 40 CFR part 122 on -either Table II (organic priority pollutants),
Table III (certain metals, cyanides, and phenols) or Table IV (certain toxic pollutants and
hazardous substances);
(2) Is listed as a hazardous substance pursuant to section 311(b)(2)(A) of the CWA at 40 CFR
116.4; or
(3) Is a pollutant for which EPA has published acute or chronic water quality criteria.
7. Significant Materials
Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic
pellets; finished materials such as metallic products; raw materials used in food processing or
production; hazardous substances designated under section 101(14) of CERCLA; any chemical the facility
is required to report pursuant to section 313 of Title III of SARA; fertilizers; pesticides; and waste products
such as ashes, slag and sludge that have the potential to be released with stormwater discharges.

Permit NC0004944-
S. Significant Spills
Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities
under section 311 of the Clean Water Act (Ref: 40 CFR 110.10 and CFR 117.21) or section 102 of
CERCLA (Ref: 40 CFR 302.4). -
9. Stormwater Runoff
The flow of water whir?- results from precipitation and which occurs immediately.'foIlowing rainfall or as a
result of snowmelt.
10. Total Flow
The flow corresponding to the time period over which the sample collection occurs. The total flow
calculated based on the size of the area draining to the outfalI, the amount of the built -upon (impervious)
surfaces within the drainage area, and the total amount of rainfall occurring dwing the sampling period.
I I. Visible Sedimentation
Solid particulate matter, both mineral and organic, that has been or is being transported by water, air,
gravity, or ice from its site of origin which can be seen with the unaided eye.

t �
Performance rFibers
December 14, 2009
Bethany Georgoulias
NCDENR DWQ Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Subject: Performance Fibers — NC0004944
Storm Water Information Request
Dear Ms. Georgoulias:
1 have attached the storm water information that YOU requested. The information is organized as
follows:
Attachment A
•
SPIT Certification
•
Delegation of Authority
Attachment 13
•
Percentage Impervious Surfaces
•
Site Map from SWPPP
•
Location of building & tanks
•
Drainage Areas
Attachment C
•
Analytical Monitoring Results
Attachment la
•
Visual Inspection Check Sheet
•
Tank & Containment Inspection Sheet
•
Dry Weather Flow Observation & Certification
Attachment E
•
Best Management Practices (Section TO of the Storm Water
Management Plan)
Attachment 1'
'
•
Tank List (shows all outside storage tanks and their location on the plant
drawing included in Attachment 13.
Attachment G
• Narrative describing changes in Industrial Activities
If you have any questions or need additional please call me at 704-636-6000 (ext 4862).
Sincerely
yours,
Stephen Lamb
Environmental Section Leader
1'. o. K o K 4 1 7 4 U 1 S T A 1' 1: 5 V 1 I, 1, 1: H 1. V I) . I I XN' Y, 7 0 \C' E S 'I1 S A 1, 1 ti R U R Y, N C 2 8 1 4 7
14,14,11" p e rf" nann ceJi Arrs. i I, my

Attachment A

SUPPLEMENTAL INFORMATION REQUIRED FOR RENEWAL OF INDIVIDUAL
NPDES STORMWATER PERMIT
Two copies ofeach of the following shall accompany this submittal in order for the application
to be considered complete:
(Do not submit the site Stormwater Pollution Prevention Plan)
Initials
1. 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 clearly noted.
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
3. 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 ofany BMP's is planned, please include
information on these BMP's.
5. 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.
G. 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. l inches and is preceded by at least 72 hours in
which no storm event measuring greater than 0.1 inches has occurred.

Performance F" Fibers
STORMWATER POLLUTION PREVENTION PLAN DEVELOPMENT AND
IMPLEMENTATION CERTIFICATION
Facility Name:
Permit Number:
Location Address
County:
Performance Fibers Operations
NPDES NC0004944
7401 Statesville Blvd
Salisbury, NC 28147
Rowan
"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."
"I certify that the SPPP has been developed, signed, and retained at the facility location,
and the SPPP has been fully implemented at the named facility location in accordance
with the terms and conditions of the individual NPDES permit."
"I am aware that there are significant penalties for falsifying information, including the
possibility of fines and imprisonment for knowing violations."
Sign (according to permit signatory requirements) and return this Certification with your
renewal applications. DO SEND THE STORMWATER POLLUTION PREVENTION
PLAN WITH THE CERTIFICATION,
Signature: Date: a 09
Printed name: _ ��+ �• s��r� Title: Site Manager
P . R U \ I .I i1 1 I, l .\ 1 I'. ti \' I I. I. 1'. I: L V I) . I I i \1' 1' .
1u p"Ir, pr r1'u 1111,1 11 ','1'01"r.., "41

Performance r* Fibers
Delegation of Authority
Effective: December 1, 2009
I, Brian Herington, President Americas, Performance Fibers Inc. (the "Corporation"), do
hereby authorize and designate the Site Manager of the Corporation's plant locations at
7401 Statesville Blvd, Salisbury, North Carolina ("Salisbury Plant") Erik S. Shore to
sign, certify, acknowledge, deliver, execute and file any and all Environmental
Documents on behalf of the Corporation with respect to the Corporation's Salisbury
Plant and take any and all such further actions as he shall deem necessary, advisable or
proper in connection with such Environmental Documents.
For purposes of this Delegation of Authority:
"Environmental Approvals" means any and all permits, approvals, authorization
certificates, licenses, variances, filings and permissions required by or from any
governmental authority pursuant to any Environmental Law (as hereinafter defined): and
"Environmental Laws" means all federal, state, local and foreign laws, statutes, codes,
ordinances, rules, regulations and other requirements, all judicial or administrative
decisions, and all orders, judgments, awards, and decrees, issued, promulgated, approved
or entered relating to environmental matters, the protection of the environment or the
protection of public health and safety from environmental concerns, including but not
limited to the Clean Air Act (42 U.S.C. §§7401 et seq.), the Resource Conservation and
Recovery Act (42 U.S.C. §§ 6901 et seq.), the Clean Water Act (33 U.S.C. §§ 1251 et
seq.) the Safe Drinking Water Act (42 U.S.C.§§ 1401 et seq.), the Hazardous Materials
Transportation Act (49 U.S.C. App. §§ 1801 et seq.), the Oil Pollution Control Act of
1990 (33 U.S.C. §§ 2701 et seq.), the Toxic Substances Control Act (15-U.S.C. §§ 2601
et seq.), the Federal Insecticide, Fungicide, and Rodenticide Act (7 U.S.C. §§ 136 et
seq.), the Comprehensive Environmental Response, Compensation, and Liability Act (42
U.S. C. §§ 9601 et seq.), the Emergency Planning and Community Right -To -Know Act
(42 U.S.C. §§ 11001 et seq.) and all analogous or similar state statutes.
This Delegation of Authority shall terminate and be of no further force and effect upon
the termination of his or her employment with the Corporation.
110�
Herin to
I'. Is• kcI!i J 1 7401 S'IAIF.S%'II.I,I'• ISt,Vl). I IIW1', 71) WI'.Sf 1 1,A11Sµ1111Y, \'(: ?SI47
wiru•.PrrJ„rill aPi Jih;r9.rnnr

Attachment L

A
-7)
TO
SW Outf all 5
75 vt
4str
QQ
SW Outf all C
NPDES Outf all 001
\J
SW Outf all A SW Outf all D SW Odtf all B
00
r
41
Facility Information
Facility
Lgo itwlg 35"42'34" 511l-Rrisiw 03-07-06
I'migillide, Location
80 f
F16NE, Rowan Mills
C
Rcccivhig Sti com 1 Not -Ili Second Creck p 4-- rF n� r r".m p c FIBnr-s
(q,_
Pcrillillcd FlowF 2.305 IVIGD - �91., 1/,• I I _gg C) -4t Sp -4 -4

Performance Fibers Operations Salisbury, NC Plant
Storm Water Pollution Prevention Plan
Effective Date: August 2005 Revision Date: 12/1/2009
Revision: 7
File: Stormwater Pollution Prevention Plan.DOC
Drainage Area Outfall
Drainage Area
(acres)
Impervious
Percentage
A
58.6
67%
B
16.6
5%
C
31.7
23%
D
5.0
46%
5
36.8
66%

.A
6
BUILDING
WAREHOUSE
B BUILDING
WAREHOUSE
WAREHOUSE L BLD
CENTRAL CORE
WAREHOUSE I J BUILDING
WAREHOUSE J BUILDING
WAREHOUSE J BUILDING
SALISBURY PLANT
D
0
K
W
BUILDING
T
H
E
R
M
G
BUILDING
D
0
W
H T
BUILDING H
E
R
M
SHOPS &
STORES
T BLDG
4 1 F.0
42 F.O.
43 F.O.
6&7 TWRS
P BUILDING
TK
FARM
GLY.
REC_
TWRS
1--5
174-uR,5 2

8
BUILDING
WAREHOUSE
8 BUILDING
WAREHOUSE
WAREHOUSE L BLD
A CENTRAL CORE
WAREHOUSE � J BUILDING
WAREHOUSE J BUILDING
WAREHOUSE J BUILDING
41 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
#F 1 OUTFALL
D
0
W
H T
BUILDING H
E
R
m
T BLDG
## 1 F.0
42 F_0.
#3 F.O.
6&7 TWRS
P BUILDING
#1
OUTFALL
TK
FARM
GLY_
REC.
TWRS
1-5
F 1 Guy{ v Z
�, o F /10

B
BUILDING
WAREHOUSE
8 BUILDING
WAREHOUSE
WAREHOUSE JLJ BLD
A CENTRAL CORE
WAREHOUSE ! J BUILDING
WAREHOUSE 1 J BUILDING
WAREHOUSE 1 J BUILDING
42 OUTFALL SERVES
GLYCOL TANK FARM
STORM DRAINS -TANK FARM
SALISBURY PLANT
#2 OUTFALL
D
0
K W SHOPS &
BUILDING T STORES
E
R
M
G
BUILDING #2
OUTFA
T BLDG GLY.
REC.
D TWRS
0 1-5
W
H T # 1 F.0
BUILDING H
E #2 F.O.
R
M #3 F.O.
8-1q
TWRS
6&7 TWRS
P BUILDING
r lGut<c z
3er-10

►0
8
BUILDING
WAREHOUSE
8 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
K
W
BUILDING
T
H
E
R
M
G
BUILDING
D
0
W
H T
BUILDING H
E
R
M
SHOPS &
STORES TK
FARM
#3 OUT
T BLDG GLY. ---�
REC.
TWRS
1-5
4 1 F.0
##2 F.O.
#3 F.O.
6&7 TWRS
P BUILDING
r 1U"96- 2-

B
BUILDING
WAREHOUSE
8 BUILDING
WAREHOUSE
WAREHOUSE JLI BLD
A CENTRAL CORE
WAREHOUSE J BUILDING
{
WAREHOUSE 1 J BUILDING
WAREHOUSE I J BUILDING
44 OUTFALL SERVES
GLYCOL RECOVERY UNIT
RAILROAD TRACK STORM DRAIN
SALISBURY PLANT
44 OUTFALL
D
0
K
W
BUILDING
T
H
E
R
M
G
BUILDING
D
0
W
H T
BUILDING H
E
R
M
SHOPS &
STORES TK
FARM
T BLDG
TWRS
175 .
44 OUTFAL
# 1 F.0
42 F.O.
43 F.O.
6&7 TWRS
P BUILDING
F16uY,C Z
5 or Jo

8
BUILDING
WAREHOUSE
B BUILDING
WAREHOUSE
WAREHOUSE ILI BLD
A CENTRAL CORE
WAREHOUSE I J BUILDING
WAREHOUSE J BUILDING
WAREHOUSE J BUILDING
SALISBURY PLANT
#5 OUTFALL
D
0
K
W
BUILDING
T
H
E
R
M
G
BUILDING
D
0
W
H T
BUILDING H
E
R
M
TWRS
SHOPS &
STORES
T BLDG
# 1 F.0
#2 F.O.
#3 F.O.
I_ 1 6&7 TWRS
45 OUTFALL SERVES
P BUILDING
STORM DRAINS -AT SOUTH UNLOADING DOCK
TK
FARIV
GLY.
REC.
TWRS
1-5
#5 OUTFALL
FiG-uK6- 2-
OFIO

A
B
BUILDING
WAREHOUSE
8 BUILDING
WAREHOUSE
WAREHOUSE ILI BLD
CENTRAL CORE
WAREHOUSE 1 J BUILDING
WAREHOUSE J BUILDING
WAREHOUSE J BUILDING
#6 OUTFALL SERVES
T BUILDING ROOF DRAINS
T BUILDING FLOOR DRAINS
H BUILDING ROOF DRAINS
H DOWTHERM AND TA PAD AREA
RAILROAD TRACK STORM DRAINS
ABILITY TO PUMP OIL BASINS
SALISBURY PLANT
##6 OUTFALL
D
0
K
W
BUILDING
T
H
E
R
M
G
BUILDING
SHOPS &
STORES
tit ~�1
-_
TWRS
1-5
( PUMPED
ONLY)
#6 OUTFALL
6&7 TWRS
P BUILDING
TK
FARM
GLY.
REC.
F16-ug 6- Z
7mF to

A
B
BUILDING
WAREHOUSE
B BUILDING
WAREHOUSE
WAREHOUSE ILI BLD
CENTRAL CORE
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
WAREHOUSE I J BUILDING
SALISBURY PLANT
#7 OUTFALL
D
0
K
W
BUILDING
T
H
E
R
M
G
BUILDING
D
O
W
H T
BUILDING H
E
R
M
SHOPS &
STORES
T BLDG
It 1 F.0
#2 F_0.
#3 F_0.
6&7 TWRS
47 OUTFALL SERVES
47 OUTFALL
P BUILDING ROOF DRAINS
SOUTH UNLOADING DOCK DRAINS
STORM DRAINS SOUTH OF P BUILDING
TK
FARM
GLY .
REC.
TWRS
1-5
Fi (rule 6' -2-
o __ JA

CENTRAL CORE
I_
412 OUTFALL
@12 OUTFALL SERVES
SALISBURY PLANT
412 OUTFALL
D
0
K
W
SHOPS &
BUILDING
T
STORES
H
E
R
M
G
BUILDING
D
T BLDG
O
W
H
T
# 1 F.O
BUILDING
H
E
#2 F.O.
R
M
#3 F.O.
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
6&c7 TWRS
P BUILDING
TWRS
1-5
TK
FARM
GLY.
REC.
Z-

OUTFALLS 8,9,10,11 SERVICE
P BUILDING PARKING LOT
ROADWAY DRAINS ON SOUTH SIDE OF PLANT
FI(ru9 6' 2-

Attachment C

PLEAS .'HINT OR TYPE IN THE UNSHADED AREAS ONLY. You may capon aroma or all of th4 rdo►rrr5prl EPA LD. NUMBER 1 ofF. 1)
5 E falke s'°°� (use Itomm ra san instead of aamplaftV area papal iVC-JP
OUTFALL N0.
V. INTAKE AND EFFLUENT CHARACTERISTICS (aa idwied ftm Pape 3 dF= 2-C)
PART A -You must provide the results of st renal one analys(s for aomy pn kdM it Viol table. Cotttpfekf one tabie for ear h outM. See iehuebona for addWKw ai drlaia.
3. UNITS
4. INTAKE
2. EFFLUENT
(ipenf). ,i ni w*)
b- MAXIMUM 30 DAY VALUE
C LONG TERM AVRG. VALUE
_(,q.w-kd)
a. LONG TERM
a. MAXIMUM DAILY VALUE
a+—lahc)
LAVERAGE VALUE
(t)
(1)
I - POLLUTANT
CONCENTRATION
_
(2) MASS
CONCENTRATION
(2) MAW
(1) COfiCEMHATION
(2) MA,SS
ANALYSES
TRATION
b. MASSANALYSES
NTRA7ION
(2) MASS
a. Bxxmemtcal Oxygen
/
Derrkwed (Rlll P)
b. Chemical Oxygen
Demand (('ul))
c. Total Organic Carbon
(lrlr )
d. Total Suspended
Solids (l •Cti)
e. Affwnmm (ar ,9
9.37 _
VALUE / O y f --
f
4�
VALUE
f- Fbw
VALUE
VALUE
' /�
/7
D
g. Temperalura
VALUE
VALUE
VALUE
VALUE
(wollfrr)
VALUE
.0
h. Tempermb"
VALUE
VALUE
VALUE
MINIMUM MAXIMUM
-
C
MINfMUY
i. pH
q b
(for
JMA)UMUM
STANDARD UNITS
PART B - Mark 'X' m cotumn 2-a each polluawd you know or Aare reason to to", m is pressrtt York Win coksnn 2-b for each poIllut ft Y1au bdimm to be abumt It you (nark cxrbsrrn 2s far any palutam rAuctr a Irntled etcher
directly w indirecOV but expresafy. in an of dwm Yrrriwimm guidai m. You must pierce the reeds of at bast one mmiym for Viol par dwd For at- pobjwnb for sock you craft column 2a. you must provide
gwr>tbbm dam or an expianabon of their presence in your!! Co ntpiela one table for each aulM. See the vabrucbom for addlt xNd deigns and nxpxemmts-
2. MARK -X'
3. EFFLUENT
4. UNITS
S. INTAKE (.yva fal)
1- POLLUTANT
b_ MAXIMUM 30 DAY VALUE
a LONG TERM AVRG. VALUE
a. LONG TERM AVERAGE
AND
a.
b
a. MAXIMUM DAILY VALUE
( +Ia+crlabdc)
(rfa-rl)
VALUE
CAS NO.
BELIEVED
BELIEVED
d. NO. OF
a. CONCEN-
b. NO. OF
(1)
fl)
(t)
ff/—daNr)
PRESENT
ABSENT
CONCENTRATION
(2) r4A55
CONCENTRATION
i=) MAW
CgNGENrgATIDN
{z) MASS
ANALYSES
ANALYSES
TRATION
b. MASS
(2)1AA5.5
ANALYSES
a. Bromda
J
2495&87-9)
Jt
�. ClWxahe, Timm
�escrh.at
X
color
i. Feral Caigarm
J
�1
r. Fluoride
x
rt60B4-e8-8)
sFJtMraMe-rirrJrae
as
t PA Form 351 D-2C (8-80) PAGE V-1 CONTINUE ON REVERSE

IV c- fI oY3 B/l - f
ITFM %.. _ �:LiWTINLIE❑ FROM FRONT
2. MARK'X'
3. EFFLUENT
4. UNITS
S INTAKE (ryxw rrll)
i 1, POLLUTANT
b• MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG. VALUE
a. LONG TERM
AND
b
a. MAXIMUM DAILY VALUE
AVERAGE VALUE
CAS NO.
BELIEVED
BELIEVED
d_ NO. OF
9. CONCEW
b. NO. OF
(1)
f1)
(1
felava"r)
PRESENT
ABSENT
C.ONCENTRATKNI
(2) W SS
CONMNTRATION
(2)MASS
CONCENTRATION
(2) W1SS
ANALYSES
TRATION
b. MASS
CONCENTRATION
I1y&%A55
ANALYSES
0
Tar Organic {a,
x
v. 37
h. Oi and
Graeae
Greae
1. Phosphorus
(am P), Tad
cnrit�-o)
I. Ra6or1[y
(1)A#1ha,ToW
(2) Bela, Told
x
X
Toeai�n
(4) Radm" 226.
X
Tad
N. Sumale
�&..W ),)
%14B08-794)
Suwde
m.Sume
•-AT.V J,)
Jl
�14265.45-3)
�. Srefadsnb
x
,.Akxwwvim.
Taal
y
�1
7429-W5)
a. aalwm. Tad
; 7440-3a3)
1
q. Baron. Tod
7440 4241)
.. Coldl. Tod
x
: 7440-4")
,. Iron. Taxi
X
7439-86-6)
Maw-.
'OLW
X
7439-95.4)
:1. Malybdentan,
X
7439-9& 7)
v. Mergmteye,
roud
7439-96-S)
w. Tin, Tsai
X
17440-31-5)
•. Tlhr�an,
x
7440-32-6)
rpA Forth 3510-2C (a-W) PAGE V_2 CONTINUE ON PAGE V-3

EPA I,D. NUMBER (rafwfrvwlrtar 1 ofh'urm 1) OUTFALL NUMBER
CONTINUED FROM PAGE 3 OF FORMA 2-C I N c-q oyl 0iIII,38l / A
PART C - If you are a primary industry and this o dell Con4mirs proems rlasftrater, ruler to Table 2c-2 in the instructions to deflermine which d the GC/MS fractions you must test for. Mark 'X' err column 2-a for all such GC/MS
fractions that apply to your industry and for ALL ftodC ntetafs, . and to eA phtmtay. N you arc not requied to mark cokonn 2-a (seco dsry mdutWitz, nonton ass wasfirwaler oLdab. and norreguwed GGtS
fractions), mark W in column 2-b for each poiubmt you know or have reason to believe is preserrl Mark 'X' in column 2-c for each potkdard you talieve is absent. if you mark column 2a for any paknant. you must
provide the reatdts or at least one ona*vm for that polfulanL ff you mark column 2b for any peautarrd, you must piavide the l kft of of beet one aralyas for that polutant 9 you know or have reason to believe it wd be
discharged in concentrations of 10 ppb or greater- If you mark column 2b for acroteit. adylorrtrie, 2.4 dititrophanol, or 2-nepro-01. 6 dirWophenol. you must provide the rasutts at at least one analysis tot each of these
pollutants which you know or have reason to believe that you ditto arpe in concentrations of 100 po or preotar. Otherwise, tar pollutatrfa for wtidl you mark cokimn 2b, you must edrer submd at least one analysts ur
briefly describe the reesons the polutent t3 erperctad to be tirixlvupptL Note tltd lttara are 7 peges No the part: pitaee reriaw, oinc 1 cardtaiy. Compkft one fade (aY 7 papas) for each outtalk. See arstruchorrs for
additional deuW& and requirements.
2. M.ARK 'X"
3. EFFLUENT
4. UNITS
5. INTAKE (r 1rr nrruQ
1_ POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG-
a. LONG TERM
AND
a
p
r.
a, MAXIMUM DAILY VALUE
(ya-mw -)
VALUE (rfatvrrlaWt)
AVERAGE VALUE
CAS NUMBER
TESTINt,
BELIEVED
BELIEVED
d. NO. OF
a. CONCEN-
b. No. OF
(t)
(1)
(1)
lr)
(r/umr/rrhlr)
REOUfRED
PRESENt
ABSENT
CONCENTRATION
(2 tlltSS
CONCENTRATION
(2) MASS
CONCENTRATION (2) MASS
ANALYSES
TRATiON
b. MASS
CAItt:EN1AAT10N
(2) YA55
YSE
METALS, CYANIDE, AND TOTAL PHENOLS
1 M. An irrrony, Total
{744a35-0)
2M. Arsenic, Total
o- k744sa-2)
X
W. Bery\tsn, Total
I7440-41-71
4M. Cadmium, Total
v
(7440-43-9)
!'
SM. C.hrommum.
.1
Total (7440-47-3)
A
Sit_ Copper, Told
1744D-50-9)
x
Tit. Lead, Total
J
t7439-92-1)
h
8M. Memmy, Tote(
X
r 74sa97-6)
9M- Nickel, Total
. 7"0-02-0)
X
tow Seks+ium,
Tidal (7782-49-2)
7�
11M, Saver, Totaf
X
17440-22-4)
12M. Ttalk►m,
Total (7440-2fi-0)
x
13M. Zinc, TOW
X
(7440-6")
14M. Cyanide,
"otal (57-12-5)
%
15M. Phenols,
Total
x
DIOXIN
rhIot ddxwu-
rreoradaeruo-P-
X
DESCRIBE RESULTS
� !
Drum (17G4-01-6)
, O
,
FPA Form 3510-2C (8690) PAGE V_3 CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
/1Lpo(/IC, , 8 / / -, la
2. MARK'X-
3. EFFLUENT
4. UNITS 5. INTAKF {opu.u.ul)
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a. LUNG TERM
AND
a
e
r
a. MAXIMUM DAILY VALUE
(r%izradaElrJ
VALUE (rfawelab(r)
/
AVERAGE VALUE
CAS NUMBER
TFSFIWc
BELIEVED
BELIEVED
d. NO.OF
L CONCEN- (1)
(1)
(1'
(y}
(j/ wrl�rhle)
REQUIRED
PRESENT
ABSENT
CONCENTRATION
(2)UASS
CONCENTRATION
(2)MASS
COHICENTRA7bF1
(2)UASS
ANALYSES
TRA11ON b.MASS (-.L_)NC-ENIRATIC)N I714A5� PAALYSES
3 GClMS FRACTION —VOLATILE COMPOUNDS
IV. Accraim
A,k r (1
(107-13-1)13-1)
X
< S.O
3V. Bove m
(713-2)
4V-Bis(r'hla
..r•rhA Folu
`
X
Woo
P Fi[o
F)PA
LIST
1542-88-1)
Sv. aror"arorm
X
C�•d
J
(75-25-2)
sv. carbon
(�2et23-5)
2.0
/
X
T
7V. Chbrobalzene
2.40
(108�90-7)
e±
8V. Chbrodl-
OrOmonvOw l!
2, 0
y
1124-48-1)
X
9V. Chbroevww
(75-00-3)
/)
I UV. z-Chlom-
&Mv vpM Ether
x
L �. 0
+ /
T'
Cldcrpfo"r1
/ e
67-
12V. D*Nmo-
Oroma"IE4h m
X
: 75-27-41
13V. EWJrtoro-
:75-71-81
14V- 1.1-Dvcrioro-
�•
`t
earane (75.34-3)
I5V_ 1.2-DKl*xo-
ettli:w (1074)62)
.
16V. 1.1-DicNoro-
stlM— (75-35-4)
17V. 1,2-D )Mor(>-
.xnpmm (78-87-5)
X
C Z O
X Ao
18V. 1.3-Dlrhloro-
xnpykr>c
X
< 2.0
542-75-6)
r 111r Ea114benzem
42.0
/00-41-4)
my I
X
mida (7
:tro(7s-E39)
1V. M4ietlryl
-'PA Farm 3510-2C (8-90) PAGE V-4 CONTINUE ON PAGE V-5

Nip, .. o�f3gll � CONTINUED FROM PAGE V� �`
2. MARK -X-
3. EFFLUENT
4. UNITS
S. INTAKE
I.POLLUTANT
b. MAXIMUM 30 DAY VALUE
c LONG TERM AVRG_
a. LONG TERM
AND
a. MAXIMUM DAILY VALUE
(+fvw+&,bkj
VALUE (+j avail�ie)
AVERAGE VALUE
CAS NUMBER
TESTING,
BELIEVED
BELIEVED
d. IdQ. OF
d- CQNCEI�-
b N�_ OF
i (Jd+vdrMr)
REQUIRED
PRESENT
ABSENT
CONCE{1N7RATION
(2 M111.S5
COH(',ENTRATION
(2)MASS
CONCE(MgATION {2)MAS5 ANALYSES
TRATION b.MASS
GONCENT)RATION (2)MASS YSES
:. GCIMS FRACTION -- VOLATILE COMPOUNDS
! 2ChhbFxjet(75-
2)
23V. 1,1,2,2-
«reaadrbroethane
X
' 79-34-5
124V_ Teeaehlo 0-
'
X
< 2. 10
/e
e#rfbuw (127.18-4)
J
25V. T.&,ene
X
(10&68-3)
26V- 1,2-Trane-
Dxhbrowrvi—
C 2. O
,
27V. 1.1,1-Trrhloro-
,�f/
/G
C 2.0
eVuww (71-5&6)
29V.1.1.2-1 n o-
x
42.0
elf►mw (79-065)
29V Trkltwtc
X
4 2.0
ethylene (79-01-6)
.�
30V. TrulAwo-
&xxo ne,harm
X
7s-s9-a
!-
3rv. VgTo crrocree
(75-01-4),�)
GCIMS FRACTION — ACID COMPOUNDS
1 A. 2-Chkn**mwt
(9557-9)
2A 2,44)wt xo-
X
at,ena(120-a32)
3A. 2,4-Dwrworo-
X
< /o,(f
/D
ahenol (105.67-9)
4A. 4&Dwvbo-0-
Y
x s. C)
Cfeaal(534.52-1)
SA. 2.44Dww v-
ohenat (51-28-5)
-;A.2-NOopirarnl
.a&755)
Y
rA. 4-PMrophennl
G S,O
AW02-7)
aA. P-Chkwo-M-
-
X
G 10.0
rf s (5a50.7)
4A- Per4adlioro-
n
allo wl (87-86-5)
IOA.Pherwi
t 1A. 2.4.f-TrKt*wo-
X
/ /O. D
-*AW (BB-O5-2)
EPA Form 3510-2C (8-90) PAGE V4 CONTINUE ON REVERSE

Rf1NT1W rFO FROM THE FRONT 3,9 l/
2. MARK'X-
3. EFFLUENT
4. UNITS 5. INTAKE (uyMn.,uB
1. POLLUTANT
G. MAXIMUM 30 DAY VALUE
c. LUNG TERM AVRG,
a. LONG TERM
AND
a,
o
c
e. MAXIMUM DAILY VALUE
{rf—ada lO
VALUE (rfcrnrlatde)
AVERAGE VALUE
CAS NUMBER
rEs ING
BELIEVE
BeLI> veD
ISM d• .OF
r CONCEN
(�f b. NO. OF
(1)
{1f
(rj +.vrlwJlc)
REQUIRED
PRESENT
ABSENT
CONCENTRATION
(2) WISS
CONCENTRATION
(2) MASS
CONCENTRATION (2) YA65 ANALYSES
7RATIQN
6. MASS CONCENTRATION (21 MASS YSE
GC/MS FRACTION - BASE7NEUTRAL COMPOUNDS
18. Aceneph&wm
ZB- Ararwphfyle/re
zoo-er>e)
X
gyp, o
.
�
.rs. Anarr.Cene
X
GAD.a
e
iIM12-7)
.I
48. 9elzxWo
'
/di:
:92-87-5)
4y
/
56 Benzo (a)
5&55-3)
0;8. Boma
grans (50-32-8)
x
�{
fB. 3.4-Benzv
. 20& 09-2)
g6. Benzo (kh,)
L !d. D
r
4fO
Pwyiene (101-24-2)
X
)
18. 9enzo (t)
kmrarzOom
X
e to. o
207-0&8)
10B, Bo n�
•` Mether
athwF
,) le
X
111-91-1)
' 1 B. BO (24 hhr -
,11irF4)
129. Do (.?-
ah..rrsa�.n,r,f)
is
10,0
:_!tier (102461)
38. Bea (?-Hrh, I-
,
— Wl) Phoudme
X
C ln.G
D
017-81-7)
J
_ 46- 4-Bromph-yi
qmrqi thm
1011-5SE3)
,tes
se (a-W?)
- 66. 2- 0*xo-
r'oPh9+elene
191-5&7)
7B. 4-Chbro-
pnerllt Phenyl Edww
7K
CID, a
• 88. Cnry.mb
/D, O
ArMwacww
bye 1.2
x
C 2,
i 18. 1.3-0t- y
X
G�+zeac(541-73-,1
E PA form 3510-2C (6-90) PAGE V-6 CONTINUE ON PAGE V-7

/Vot~
rY)WTIA FRnU PA(;F V-i
2. MARK'X'
3. EFFLUENT
4. UNITS
5,INTAKE [�yr,wun
1. POLLUTANT
b, MAXIMUM 30 DAY VALUE
c- LONG TERM AVRG.
a. LONG TERM
AND
p
c
a. MAXIMUM DAILY VALUE
(rfawrdahle)
VALUE ffowulaWa)
AVERAGE VALUE
CAS NUMBER
TEStiNG
BELIEVED
BELIEVED
U.mu. OF
ILCONCEN-
()) �-NO.OF
(1)
(1)
(1}
(iJ uwrlabh)
REQUIRED
PRESENT
ABSENT
LONCENTRATEN
(2)1/ &S
CDW7 RATION 2) MASS
GONGENTRATIDN (2) MASS
ANALYSES
TRATTON b. MASS
CL7NGENTRATION t21 fttw55 YSES
GCMS FRACTION — BASEINE LITRAL COMPOUNDS (c✓.aunrcxf)
22B.7,4Diohlpro-
(,[
bewene(ID&4&7)
238. 3.3-Dich oro-
Pt4nrI." I6466-31
258. D.taltrtil
PhUUWMe
�(
/D
if
D
268. Di-N-SUM
Plghatale
L b 0
(84-74-2)
2. 1�
X
Cro o
( tah
+oY+me 121-14-2)
26B. 2,6-Dutdro-
ej
tokm-a (E0&20-21
t
79B- 04--N-0cm
'M1+aiaile
C11�.0
(, t7�4-B)
.100. 1 2•avhettlF
"1,drame (as Aro-
`
oaraens) (122-6&7)
!
1B.FYar4hvm
,. ry2116-44.0)
/ A
.%28- FMrorerte
I86-73-7)
+38. -
aenzene(ilb-7(118-741)
:4B. Hexadtloro-
bu atim" (87.68-3)
x
C /b, o
'.58. Hex d*X O-
X
(77474)
eftwee (87-772
17B. tramw
(1.2.3-cd) Pyrww
/
v
(,93.39-6)
38B.L%ophorowe
('8.59-1)
x
396. Naphmaww
(Q1 2¢3)
X
C/o O
40B. Ndrabovem
oaf
(9&95-3)
Pup
4 1 B. N-N%er
(�
r/�
(62-759)
4l8.?44&V*zodp- -F
����
X
Cro.o
EPA Form 3510-2C (5-90) PAGE V_? CONTINUE ON REVERSE

Nt
CONTIW FROM THE FRONT
2. MARK 'K'
3. EFFLUENT
4. UNITS
5 INTAKE (,yv,--/)
I - POLLUTANT
b. MAXIMUM 30 DAY VALUE
c.LONG TERM AVRG-
a_ LONGTERM
ANDa
b
c
a. MAXIMUM DAILY VALUE
(e —Ahmbk)
VALUE {,Jaws imbi-)
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED
BELIEVED
d. NO. Of
a. CONCEN-
()) b. NO. OF
(1}
(,}
()`
(,JawdalJry
REWIRED
PRESENT
ABSENT
CONCENTRATION
(2)1M55
CONCENTRATION
(2) MASS
CONCENTRATION R] MASS
ANALYSES
TRATION b_ MASS
CONCENTRATIOM i1t wss rSES
GC/MS FRACTION - BASE/NEUTRAL COMPOUNDS
438. N-Niso-
442_ Plwynfivem
/
45B. Pyrem
(129-00.0,
4eB. 1.2,4-Tn.
x
2, o
GCIMS FRACTION- PESTICIDES
1P_ Aidnn
X
4,057
(309-OD-2)
2P. a-SHC
(3194W6)
C ,p.5
3P. "HC
(319-857)
4P- ,-BH(.
(584&-Q)
SP_ &-BHC
e-
{3,9-ar.a)
.
Chiwdww
i57-74.9)
x
C 570,0
&C{ LW
7P. OT
(So-29-3)29.3)
x
C io. o
l
BP. 4.4'-DDE
(72-569)
/
7z-s4-a
O.G
f
10P. Die,dsin
(W57-1)
IIP. a-Enootd4en
(115_29-7)12P
rlasd>rn
!
O S
L I
115 29- 7)
'
13P. Endasuffm
WNW-
(1031-07-8)
14P_Endm
X
(72-20-a)
1SP_ Endrin
AkWhyde
X
(7421-93d)
16✓a. Hopbodw
x
CAS
{7c>�4-a)
EPA Fam 3510-2C (0-90) PACE V-8 CONTINUE ON PAGE V-9

EPP�AI-D. NUMBER (.."f w I" I oJF- w 1) OUTFALL NUMBER
CONTINUED FROM PAGE V-8 ` -} GPO 7 1 OY3 6r I
2. MARK 'X'
3. EFFLUENT
4. UNITS
S. INTAKE
1- POLLUTANT
b- MAxIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a. LONG TERM
AND
a
b.
c
a. tiAXIMUM DAILY VALUE
{+jancilaek
VALUE (rf+ wAoble)
AVERAGE VALUE
CAS NUMBER
TESTING
BEUEVED
BELIEVED
d. NO. OF
a- CONCEN-
�b. NO OF
(1)
(1)
(1)
ImI
(rjawelahle)
REOLgREP
PRESENT
ABSENT
CONCENTRATION
(2) MASS
CONCENTRATION
2) MASS-
CONCENTRATION
(2)MASS
ANALYSES
TRATION
b. MASS
GUNCENTRATIDN 121 MASS
YSES
GCIMS FRACTION - PESTICIDES (L—r+noe%4
17P. Haptodilor
E
X
v- S
POW
(1024-57-3)
1OP. PCB-1242
(53460-21-9)
I VP- PC& 1254
C.os
/00
(11097-694)
a(
ILL
20P. PCB-1221
X
�•dS
/�
(1110 -20-1)
21P. PCB-1232
yy
<
(11141-iE-5)
1
22P. PCS-1248
X
(12672-29-6)
23P. PCB-1260
Q
(1109&a2-5)
24P. PCB-1016
x
�•�"'r
��
(12674-11-2)
25P. Toxapherre
(8001-35-2)
EPA Form 3510-2C (8-90) PAGE V-9

PLEASE: nINT OR TYPE IN THE UNSHADED AREAS ONLY. You may Deport dome or i of this mmft..Wb EPA I.D. NUMBER (cgry/mm lxa 1 y(Farm 1}
Esepa��sh� use dhe samm fbrrnaty nso d of c ompkirmal emm p.rgas Nc D oaf I a 3 8/!
OUTFALL N0.
V. INTAKE AND EFFLUENT CHARACTERISTICS (cor4v%radffpm gape 3 a/f �ofm 2-Cf
PART A -You must provide the results d at least vne analysis for every po&Awd in the tattle. Camplab one dLle for each oulhAL See 4MituctiUret for add*OnIW duels.
3. UNITS
4. INTAKE
2. EFFLUENT
(aprcgy,l hkma)
{uryuur,!)
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG. VALUE
a. LONG; TERM
a. MAXIMUM DAILY VALUE
{,Jahoriab4}
(,Jmnrlablr)
AVERAGE VALUE
CONCEN-
b, NO. OF
d. NO. OF
1.POLLUTANT
CONCENTRATION
(2)MASS
CONCENTRATION
(2)MASS
(1)CONCENTRATION
(2)MASS
ANALYSES
TRATION
b. MASS
CONCENTRATION (2) MASS ANALYSES
I a. Biochemical Oxygen
/�
7
F Demand (RG)1))
b. Chemical Oxygen
j Dernand (col))
))
i c. Total Organic Carbon
d, Toml Suspended
Q
/�
sob" VV9
/
e. Ammona (µs A)
f. Flow
VALUE O 3t.7
VALUE
VALUE
, A `�
f�M7
VALUE
g. Temperature
VALUE
VALUE
VALUE
.0
VALUE
h. Temperature
VALUE 4
VALUE
VALUE
�C
VALUE
{arramrr)
UiWm MINIMUM MAXIMUM
_m
MAX
i. pH 7M STANDARD UNITS
O I mi:l
_
PART B - Mark'X' in column 2-a for each poLrMnt you know or have reapn to ' -O- -is prasertL Mark in cdtann 2-b for each polttbrtt you WiM to be absent If you mm% t o u" 2a for arty podurard which is landed adher
daectly. or ndtrectly but expressly. in an e!tlhreni Wniations guidebm, you must provide the rosuRs of at lease one arwhaaa for plat poimtrrt For other po/udrtb for which you mark Coh— 22. you must ovwjabe
quantitative data or an expVnaton of their prasence in Vow dNcurgc Cphpietis one tame for each otnlak- See the i obucbpna for addoonai detain and requ)roments.
2. MARK -X'
3. EFFLUENT
4. UNITS
S. INTAKE (.yunwn!)
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
t~ LONG TERM AVRG- VALUE
a, LONG TERM AVERAGE
AND
a
o
o. MAXIMUM DAILY VALUE
pJc.c,la6rr)
{,farnr/a6fr}
VALUE
b. NO. OF
(1)
(tl
111
CAS NO.
BELIEVED
BELIEVED
d. No. OF
a. CONCEW
ANALYSES
(yurvdalWr)
PRESENT
ABSENT
CONCENTRATION
(2)MASS
CONCENTRATION
(2)MASS
CONCENTRATION
(2) MASS
ANALYSES
TRAT7pN
b.MASS
CONCENITRATION
t2)MASS
.2495"7-9)
�1
I'. Chkhrffw. TOW
FtaaiAuur
`�
4, Color
c. Fecal C *kxrn
e. Fkmxide
,teas. -.tea,
x
t N&RID-Niade
M
Q
(a:
I PA Farm 35W2C (8-90) PAGE V_f CONTINUE ON REVERSE

ITEM V-h �.2NTINUED FROM FRONT
z. MARK'X'
3. EFFLUENT
4. UNITS
5. INTAKE (gv,uwco
i I.POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG. VALUE i
a. LONG, TERM
I AND
i
o
a. MAXIMUM DAILY VALUE
(J—lablc)
(rfdn-k l)
AVERAGE VALUE
CAS NO.
BELIEVED
BELIEVED
IS, NO.OF
a. CONCEN-
b. NO. OF
{1)
ft}
fit
(rf u, arluhlr)
PRESENT
ABSENT
CONCENTRATION
(2) yasss
CONCENTRATION
(2LUA,SS
CONCENTRATION
(2) MASS
ANALYSES
TRATION
6. MASS
I1)
r-ONGE N 5 RAI ION
(2) MASS
ANALYSES
Sow Organic (m
x
0.71
.,•,
h. CW mid
x
C
r. Phosphorus
(a: P). Tar
(772314-0)
!.
r1)Aiptw,Tom
.-2) Beta. Toot
X
i3) Radum,
X
far
14) Radum 2M,
TOW
t. Subte
;a, Sl ),)
7C
1480&79-8)
.. S,
n. stria
asSo.)
x
.1426s-45-3)
; aW
, 7429. W S)
r . Barren, Taal
.7440-39-3)
aC
,{. Boron. Tall
a 744042-8)
1
r Cobrl, row
17440-484)
J{
s. Iran, Tots
(7438-S")
I�
alai
X
(r430.D5-4)
c. Mo//bdenun,
-low
X
(743W 96-7)
ti MarkowNw.
low
X
(1439.9G 5)
r.. Tin. ToW
(1440-31-5)
x
x T-ilanKmn,
1 3
x
1, 440-32-6)
EPA Form 3510-2C (8-90) PAGE V-2 CONTINUE ON PAGE V-3

EPA I.D. NUMBER (cgM•/rowr lrcwr 1 gfFanw 1) OUTFALL NUMBER
--ONT(NUED FROM PAGE 3 OF FORM 1-C I /V cvoY1 o *38r 1
PART C - N you ate a prarttuy industry and ft ouft ontltaird process waswwwwr, refer to Table Zc-2 In the instTuctiorls to deWmme which of the GCIMS f woons you must test for. Mark •X' in column 2-a for as such GCAtS
fractions that apply to your industry and for ALL bm= me0iils, q, and 10W phanck. If you we not mqused to mark cppaM 2-0 (aacomiary industries. ncwprocsss wastenWer oumfais, and rnxvoquwW GC WS
hiKtons). mark 'X' in column 2-b far each pokitard you know or have reason to bakm R preeswiL Mark 'X' in column 2t for 0adr parulard you believe is absent- If you snarti column 2a for any Punt. you must
. provide the results of at lust one analyse for MW pollrb i nt If you mark cokalln 2b for arty PoWarrl you Inuit provide the results of a1 Is" one aria" for Mat poLAmt it you know or have reason to betreve it +sd be
discharged in cancenbrabons of 10 ppb or greater. If you mart cckm 2b for - - d i it-, acrykmole, 2,4 dblibaphenol, or 2 nwdlyl.4, B diulbaphonol, you must provide the results of at least one analysis for each of obese
pollutants which you know or have reason to believe that you diach rqe in aoroerttratiom of 100 ppb or greater. Otherwiae, for polubnts far wIndr you mark colrunn 2b. you most edher submit at least one analysis or
brieny describe the ransom dw pofAam is evecod to be 4 —t gad_ Nara Cat there are 7 papos to the part: pielte review each cwok*. Colnpiaie one table (a f 7 paW ) for each Dutton. See instruc bm3 for
ad4monai detoft and regwcements.
2. MARK -X'
3. EFFLUENT
4. UNITS
5- INTAKE (ryrnwwrQ
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a. LONG TERM
AND
a-
b
c
a. MAXIMUM DAILY VALUE
(rfmvilmtda)
VALUE (ijawAable)
AVERAGE VALUE
CAS NUMBER
rEsrnN;
BELIEVED
BELIEVED
d. NO. OF
a. CONCEN-
b. NO. OF
1
tNTRA170N
r1I
(t)
ttr
(rJ Mwilauc)
REQUIRED
PRESENT
ABSENT
CONCE
(2I MASS
COFCENTRATiow
(2) MASS
CONCENTRATION (2) U&S$
ANALYSES
TRA710N
b. MASS
G(?1vCENTRATrOIi
r1) YA$S
NALYSE
METALS, CYANIDE, AND TOTAL PHENOLS
Taaal
X
744Q3")
2M. Arsenic, ToWf
74447&2)
X
1M. Beryllium, Toby
7440 41-7)
x
4M. Ca6rram, Tory
X
7440 4XV)
'4A- Chromium.
o� (7640 47.3)
x
~;M- Capper, Total
17440-50-8)
x
'M. Lead, Total
r 743&-92-1)
y(
8M. Mercury. Tony
X
17439-97-6)
sib. 14"W. Taal
1 r440-02.0)
OM.SeNnsrn,
' oty (7782-49-2)
7l
' 1 M. Sher, Total
(7440-22-4)
x
' 2M. Thalfaun.
T o4W (7440-2")
13M-Zinc, Total
( '440-6")
x
14M. Cyanide.
X
Total (57-12-5)
1 sM. Phaflota.
7C
T o1y,1
DIOXIN
x
DESCR[8E RESULTS �
�/ fi$/�ia►PC ES
�/v
Drma1(1764-0
� 1
�)
E aA Form 351WC (5-90) PAGE V.3 CONTINUE ON REVERSE

CONTINUA J FROM THE FRONT
N
2. MARK 'X'
3. EFFLUENT
4. UNITS 5 INTAKE
1. POLLUTANT
b. MAXIMUId 30 DAY VALUE
c. LONG TERM AVRG.
a. LONG TERM
AND
a
a
r.
a. MAXIMUM DAILY VALUE
(+Ja,vdowe)
VALUE ffj vdaNc)
AVERAGE VALUE.
CAS NUMBER
TFSTTNCI
BELIEVED
BELIEVED
d. NO.OF
A. CONCEW 11) b. N0. OF
�,)
(11
f11
(+Ja>,mlahlr)
REQUIRED
PR€SEN1
ABSENT
CONCENTRATION
(2) MASSlC0$"NTRAThDNt(2)
MASS
CANCENTRA7,ON (2} S
ANALYSES
TRATION b. MASS LONCENTRAi10N 121 MA55 ANALYSES
GC/MS FRACTION —VOLATILE COMPOUNDS
1 V- Actrahm
(107-02-8)
2V. Acrylondrde
(107-13-1)
X
�. e7
q
3V. Bomwm
(71-43-2)
)[
< 2.0
A
4V. Sm (I 'Amm
;?�
�C
DR° P
D
'�
L/5 T
( ,"w
5v. onxnohl+m
(7545-2)
.O
sv. carbon
Tatadland.
X
C 2.0
f
(56-23-5)
7V. rhlo"twumm
8V. ctdoro&
1248-ClhaRe
(124-4,8 -1 )
9V. ct*muo um
Z
;75-OU-31
•0Ay
10V. 2-Chios.
e*+NvwM E o>er
i 111175-8,
11 V. Chkwuk m
< 2.0
y
12V. DwtWoro-
�7527♦}
13V. D%Nwo-
d&uoran,alilrnn
2.
.7571-8}
J(
< o
MY
+4V.1.1-Dgtdoro-
aOuww (75-34.3)
�.
.
15V.1.2-Dut*xo-
C z O
Q
(to74)&2)
-
6V. 1.1-Dr.,dwo-
i<
< 1. Q
_0ry (75-35-4)
T
17V. 1.2-D(cldaro-
propom (7&87-5)
Y.
42.0
18V.
rop ler-DiCldo+o-
pf
+542-75-6,
,»v. E myewimmL
D
It
1,Bo.41..)
x
.
,0
X
D
HMnWe 3-9)
IV,
Aft
f:hbrige (74-87-3)
k (7l
I PA Form 3510-2C (8-90) PAGE V- CONTfNUE ON PAGE V-3

CONTi.,__D FROM PAGE V-4
2. MARK X-
3-EFFLUENT
4- UNITS
5 INTAKE (,yu,,. wl)
1- POLLUTANT
b- MAXWUM 30 DAY VALUE
c. LONG TERM AVRG-
a. LONG TERM
AND
?
c.
a. MAXIMUM DAILY VALUE
ffa-do6k)
VALUE Wowi$f6Pe)
AVERAGE VAWE
CAS NUMBER
TESTING
BFUEVED
BELIEVED
d.NO. OF
8 C�1iCEN•
b. M0. OF
{1)
{1j
(1}
(11awadah1c)
REQUIRED
PRESENT
ABSENT
CONCENTRATION
(2) MA,SS
CONCENTRATION
(2) MA55
CONCENTRATION
(2) MASS
ANALYSES
TRATION b. MASS
111
CAhK t N1RAiN]N [2) 45 NALYSES
GCIMS FRACTION - VOLATILE COMPOUNDS (. wrrenr�vl)
2bord 4
. r
vw
C 2)
23v.1.1.2.2-
Tetradlbr,oell,u,e
X.
< o
lu9l.P
7&345
24V. Tet *&"o-
X
2
/
earAwle (127-19 41
.
25V. Toluene
Q
(10640-3)
261/. 1,2-Trs1s-
Drd>foroelhybrle
15fr60-5
1
27V. 1 ,1 ,1-Tak3+i
�•O
aft" (71-55-6)
/
28V. 1.1.2- Tnchtoro-
/Q
Baum (79-00--5)
29V Tri hkxut
x
[ �. Gjwq
y
��
ebrAene 179-01-6)
30V. Trt3iora-
75�9-4
31 v- vu1y1 Ctl - *
[ 2 . o
Y
or
GC/MS FRACTION -ACID COMPOUNDS
IA.2-Chkwoph.rwl
(9S57-e)
2A. 2,44)KtdmP
X
10. o
� A
1/
pt—xA (1204S2)
3A 2.4-a__btw
X
re.o
p mnol (105-67-9)
0. 4,EDin&.- T-
X
7J
Cresol (534-52-1)
7
S4. 2.4-Damtro-
X
LSD O
jphmd (51-28-s)
16A. 2-Nftophon.1
1 (B&75.5)
X
ro•o
y
1 7A. 4-Noophsrld
SA. P-Ctlloro4W.
A
Cresol (59-50.7)
9A Pentaawofo-
1�
L 2 S.
�{
pller" (87-err5)
10A. Pher"
X
L lo.>D
,�
(IM9S2)
I IA. 2.4.6-Triclroro-
x
10 • b
ff
T
phenol (B8-05-2)
EPA Form 3510-2C (9-90) PAGE V-5 CONTINUE ON REVERSE

ivcp - ay38�1
CONTL- .t FROM THE FRONT
2. MARK'X'
3. EFFLUENT
4. UNITS
S. INTAKE (.yv-1)
1. POLLUTANT
b. WULIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a. LONG TERM
AND
a.
h
c
a. MAXIMUM DAILY VALUE
(r/awiiaNe)
VALUE (�famkAk)
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED
BELIEVED
U. NO.OF
L CONCEK
111 0. NO. OF
(1)
(1)
)1)
(it utudaAfr)
REQLl1RED
PRESENT
ABSENT
CONC€NTRATION
(2) MASS
CONCC-WRATION
(2) MASS
GONGEMT(iATION
(2)1N S
ANALYSES
TRATTON b. MASS
C.C)NCFNTRATk)N 121 MASS NALYSE
GCIMS FRACTION — BASEINEUTRAL COMPOUNDS
113. AcenaphCMne
(83-32-9)
�l
2B. AranaplMyleple
4�
(200-9")
x
< ,0.0
/
38. A+t Clan
/f
(120-12-7)
40. Ben7maw
X
fop
/Q
(92-87-5)
50. Benro (a)
A)Yhracalle
(5&5SJ)
60. Benzo I.,)
p
�
Q
Pyrme (50-32-8)
X
7B. 3.4-BenzP
9=anMam
X
410.0
(205.99.2)
88. aemo (ch.)
Perylene (191-24-2)
J�
4 AD c
,s
T
Q
96. Benzo (p)
Ftuora ldmne
✓
A
I0.1)
IQ
(2074)e-9)
rtho") Mepune
X
cr+!� n Ether
x
< to. a
(11,-44-4)
128. His ('.
q
Ether (102-80-1)
136. His (l
pho"a
sle
7- 1-7)
14$. 4-Bromopheno
Phenyl Erller
X
L IV. 0
{101-55-3}
158. Butyl Benzyl
PhlhdL& de (IW-7)
^V
,
410.0
►�
/�
188. 2-Chloro-
rop'n"a'
X
L to, o
(9,_58-7)
17B. 4Chbro-
Pwn" Eaw
X
(7005-72-3)
188. Grayson
(218-01-9)
1
X
L ro.d
y
Arethra�ene
X
(53- 70-3}
bm
(95-50.1)
218.1,zme
3-Di D-
benzene (541-73-1)
Y,
t VA rorm 3510-2C (8-90) PAGE V-6 CONTINUE ON PAGE V-7

Nc,r— lOY361I
CONT. i FROM PAGE V-6
2. MARK'X'
3. EFFLUENT
4. UNITS 5.INTAKE {ryryuq
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a. LONG TERM
AND
a
h
c
a. MAXIMUM DAILY VALUE
(rfarailabk)
VALUE (,jaw imMe)
AVERAGE VALUE
CAS NUMBER
TESRNG
BELIEVED
BFUEVED
d. NO. OF
! CONCHS b. NO. OF
(1)
(rJuwrluhlc)
REQUIRED
PRESENT
ABSENT
NTRAWN
(2)AkW
COPCENTRATION )MASS
CONCENTRATION
[2)MASS
ANALYSES
11)
TRATION b.�SS WNCEN1HATlON (21MASS YSES
GC/MS FRACTION — SASEINEUTRAL COMPOUNDS (cn+uruucdj
228. 1.*tktdm..
X
1
benzene {f1l&4Cr7)
f O
238. 3.3-I)kt& ro-
benzkne
24 ro
PWIMdOft (84-66-2)
258_ DkwVY
prdhaiste
(131 -11-3)
26B. Di-N-Bulyl
X
C�A♦7
J�
I
Prdhn fe(&L74-2)
278. 2.44U*Wa-
G I G
/v
1 hmm (121-14-2)
X
26B.2.rrDw ro-
G Io.O
tf
mLmm {60b-2o-2)
i(
298. DfN-Ocfyl
PWm Wa (117.04-0)
30B. 1,2-Do -enyL
hydrazna (as Azo-
4
bwuww) (122-6&7)
318.
12518&FkxrmrvHWm
4))
32B.FYwrwm
(86.73-7)
33B. Hexud*oro-
X
4: /Ro
bmuene111&74-1)
340. HezadMoro-
bu>ado&m (87-68-3)
356. Heuaddoro-
cycloper-cimmooX
L by 0
(77-47-4)
368 Fierapikxp
L /�, O
L/
D
1+
adtww (67.72.1)
X
(1.2,3-cd)PlrorM
j.
�/Op
`i
I f 9&39-5)
38B. lsophorwm
X
!�
(76.66.1)
380. Nep1Y11dum
x
(91-20-3)
408. Nlrvbe ww
x
c to v
(98-953)
l
418. N-NWo-
< to o
�Q
(62.75-9)
428. N-Narpyiew sodL
N•Pfopylnrn�le
(821.6F7)
EPA Farm 3510-2C (&80) PAGE V-7 CONTINUE ON REVERSE

-. �f l D�3 S
CONT,.. _U FROM THE FRONT
2. MARK W
3. EFFLUENT
4- UNITS 5, INTAKE (. Mrw�alJ
,. POLLUTANT
b. MAXIMUM 3D DAY VALUE
C. LONG TERM AVRG.
a. LONG TERM
AND
a b
r
a. MA)UMUM DAILY VALUE
(1 e)
VALUE ('amadafd4)
AVERAGE VALUE
CAS NUMSFR
TESHW; BELIEVED
BELIEVED
d. NO. OF
L CONCEN- (1} b. NO- OF
(1)
()M
(11avadaNr)
REOUIRED PRESENT
ASSENT
CONCENTRATIDN
(2)MA.SS
CONGEFITRATIDN (2}11ArS
CONCENTPATV0N
(2)%LASS
ANALYSES
TRATION b.MASS fi7NGENTRATION i?MWL45 NALYSES
GClMS FRACTION — BASEINEUTRAL COMPOUNDS (�uw4nr�
438.1lWit)
sodph-vyt- .>e
x
< to
4
-1
(W�3o-6)
, o
44B. PhemT(hrow
r t
I
(e5-01-8)
458. PWWW
(,ae-DD-D)
1
468. 1.2.4-Ttr
cttxobemww
x
4:
112"2-1)
GC/MS FRACTION — PESTICIDES
, P. Akkm
O
(309-042)
, •�
X
<
(319-94-6)
3P. I!~8HC
(3,8-Bfr71
7t
4P. T-BHC
L oS
D
(5aaae)
1(
.
5P. 6-BHC
Y
G OS
4
IQ
(319-8")
,
6P. CrAn(done
7P. 4.4'-DDT
(50-29-3)
SP. 4.4.-DDE
(72-55-9)
ID
9P. 4,4'-DOD
/ A
(72-54-8)
11P. a-Enorfan
1
��
(115.29-7)
12p. p-Endoadw
](
< S
(115.294)
.O
13P. E ndoaldtan
{1031-D7�)
14P_ Endr61
(72.2D-6)
x
,05
Q//y
AkWrode
x
c os
(7421-93-4)
.
16P. Hep{arhior
(76-4")
X
< , os
y
EPA Form 3510-2C (8-90) PAGE V-0 Y CONTINUE ON PAGE V-9

EPA I.D. NUMBER (comfeow /mu / g(Fom 1) OUTFALL NUMBER
CONTINUED FROM PAGE V-8 I Nc t?og1oY3B/I I .8
do
2. MARK')('
3. EFFLUENT
a. UNITS
5. INTAKE (,y+Ne+ivn
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
B.LONG TERM
AND
a
e
c
a. MAXIMUM DAILY VALUE
(Ifa«urt -)
VALUE Wo+•+&Wc)
AVFRAGE VALUE
CAS NUMBER
Tesriw,
BEUEVED
eELWVED
d. NO. OF
a CONCEN-
b. NO OF
(1)
(1)
(1)
(1J
{,1u,vd"Nc)
REOUtRE❑
PRESENT
ABSENT
ODNCENTRATION (2)MASS
CONCENTRATION
(2)IIWSS
COHICRA ENTTK1H (2)MASS
ANALYSES
TRATION
h.MASS
LONCENIRATION
I2JMASS
NALYSES
GCIMS F RAC TION — PESTICIDES (. r.iurn�rJJ
17P. HeplacNor�v
Epobde
(1024-57-3)
18P. PCB-1242
X
S
(5346&21-8)
, O
1BP. PCB-1254
PCB-
(111
{1 i iD4.2B-2)2)
y
--
21P. PCB-1232
x
f�
(11141-1&5)
/
22P. PC8-1248
(t2672-2")
23P. PCB, 1260
z
c
C J
Y
/
(11 O8G82-5)24P
r
PCB1-2)
X
(12
re
x
181-35-2)
EPA Form 3510-2C (8-80) PAGE V-S

PLEASr= NRINT OR TYPE IN THE UNSHADED AREAS ONLY. You may mpod some oral of fhis i1 ,.rain EPA I.D. NUMBER (..qry frow Irrw l q(Fane 11
on separate sheets (use the same kwvwt) indeed of compis" u aae papas.
SEE INSTRUCTIONS. {�r C.D Q L11 Ac/ _3 8�I
)UTFJ1Ll N0.
nbr
V. INTAKE AND EFFLUENT CHARACTERISTICS (coeredfr M papa 3 clans 2-Q
G
PART A -You must provide the resufm of at Yeast one anaiya for avery po&dW" M this table. COMOVIs one labia for each outtai. See inatruotions for adbibon i details.
3. UNITS
4. INTAKE
2. EFFLUENT
b. MAXIMUM 30 DAY VALUE
r; LONG TERM AVRG. VALUE
a. LONGTERM
a- MAXIMUM DAILY VALUE
(rf
(It_adablr)
AVERAGE VALUE
d. NO. OF
a. CONCEW
b. NO. OF
(1)
(1)
(1)
I.POLLUTANT
r'.QNCENTRATK)N
(2)MASS
CONC•€NTRAMN
(21MASS
(1)0010ENTRATION
(2)MASS
ANALYSES
TRATION
b. MASS
CONCENTRATION
(2)MA5S
ANALYSES
a. Biochemical Oxypen
Demand
(Blu1)
b. Chernmo Ouypen
Demand (r 7 rl 1)
c. Total Organic Carbon
(rrh )
& Total Susparded
Solids (ll'%)
e. Ammonia (a. N)
O • D 9
!1
7
,�l T
I. Flow
VALUE /
VALUE
VALUE
VALUE
Q. Temperature
VALUE
VALUE
VALUE
VALUE
{M rrurr)
C
h, Temperature VALUE VALUE VALUE •C VALUE
(awnmr�)
MINIMUM MAXIMUM MINIMUM MAXIMUM
i. pH STANDARD uNlTs
PART B - Mark *X"in ciAumn 2-a for each po&rtantt you know or have reason to bdhvo is prefant Mrk'X' in column 2-b far each poflul;artt you bolieuro m be abaenL N you mark cobnnn 2a br "poll vRhich is tirtwleel either
directly, or indirectly but expready, in an elllueM III.iYatol (p.ridwm, you must pruride the n"aft of at feast one analyse for clot polutarrt For odw Pollutants for which you mark column 2a. you must provide
quantitative data or an explanation at thew presence in your diadem e. Complete one table far each ouft . See the insvucbom br addionei deli and requdemeats.
2. MARK -X-
3. EFFLUENT
4, UNITS
5. INTAKE (.yruume)
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c- LONG TERM AVRG. VALUE
a. LONG TERM AVERAGE
AND
a
b
a. MAXIMUM DAILY VALUE
(yovuitaHrrJ
(+fanofloblr)
VALUE
b. NO. OF
(1)
(1
(1}
(1)
CAS NO.
BELIEVED
BELIEVED
d. NO. OF
a_ CONCEN-
Oj.nv.lahle)
PRESENT
ABSENT
CONCENTRATKNI
(2) MASS
CONC£NTRIITIDH
(2) MASS
CONCENTRATION
(2) MASS
ANALYSES
TRATION
b. MASS
CONCENTRATION
(2) 1W5
ANALYSES
a_ Bromide
.
(2495"7-9)
bR. C hkwm, Tolat
X
d. Fecsf wdorm
X
e. F'kmwde
x
(16984-4&B)
r. NaralufNaMe
Q
EPA Form 3510-2C (8­90) PAGE V-1 CONTINUE ON REVERSE

0c/3
ITEM r — c:ONTINUED FROM FRONT
2. MARK W
3. EFFLUENT
4. UNITS
S. INTAKE
T. POLLUTANT
b. MAX)MUM 30 DAY VALUE
C. LONGTERM AVRG. VALUE
a. LONG TERM
AND
a.
n
a. MAXIMUM DAILY VALUE
(rfarsrdoblrJ
W-uglohlr)
AVERAGE VALUE
CAS NO.
BELIEVED
BELIEVED
A-NO
a. ONCE
klNO. OF
(1)
{4)
{4)
11)
i f')UlvaNe)
PRESENT
ASSENI
CONCENTRATION
(2)MASS
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
6.MA S
CONCENFRATK)N
12) MASS
ANAL
T- Total
Tagrl Organ
`
M)
h- Or and
---"e
i. Phosphorus
(as P). ToW
X
(7723-14-0)
(1) Alpha, Total
X
(2) feft, Total
)(
(3) Radium.
J
-
Total
(4) Radsun 226,
Total
t. Sullate
{14BOB-78.8)
?
I. Sulfide
(W.9
m. SLAND
7(
(14255-45.3)
n. Surlactards
X
o A w ram,
Total
X
(7429.9&5)
P. Barium. TOW
(744D-39-3)
r�
q. Baron, Total
(7440 42-8)
�{
r. Cobalt. Total
X
(7440.484)
s. Mon. TOW
(7439. ")
/\
1, Magnesium.
Total
(7434654)
U. Molybdenum.
Total
X
t 743&9&7)
W. Manvorew,
Total
(7439•D65)
w. Tn. Togo
(7440-31-5)
x. Titar m,
raw
x
:7440,32-6)
EPA Form 3510-2C (9-W) PAGE V-2 CONTINUE ON PAGE V-3

EPA I.D. NUMBER (cgln•jfma lk=! co'h'urer )) OUTFALL NUMBER
CONTINUED FROM PAGE 3 OF FORM 2-C 1 fV C_p o y/0 V38r I
G
PART C - If you are a primary industry and Htia oulfall ronfaihs placers v9 staaiaMr, ratter to Tads 2o-2 in the nstrumom to determcm which at the CZIMS fractions you must test for. Mark -X- in column 2-a for aN such GC1MS
tractions that apply te your industry and far ALL tmdc rr - ' , cyanides, and too pl= . If you are not requrad to mark -lump 2-a (semrrdary indusms, nonprucess wastewWor ouffaNs. and nonrDgLo d GCAIS
ha[Anns), mark 'X' in column 2-b for each pohetant you know or have reeam b baker- is present. Mark'X' in call nn 2-c for each poiutwR you I i a absent If you mark column 2a for any poitutant, you must
provide the results of at least one analysis for that po4llanL If you rnafk cohrn1 2b for any poluhvdl you must provide the re}tft of at best one arMlysis for that pabutant it you know or have reason to believe d wi be
discharged in conasttbaWns of 10 ppb or greater. K your mark =ktm124 for ac kw, aayiond is. 2.4 dro6nphend. or 2-meRt04. 6 dartrnphNW1. you must provide the results of at least one analysis for each of these
pollutants which you know or here reason to believe fiat you discharge in wnountrabDris of 100 ppb or greater. OdIemme, for poLacartte for which you rrwk column 2b, you must either submtl at bast one analysis or
bne)ly describe the masonf the P06AR ri R a90ctad b be dbchwged Nob OW ffr m am 7 papas to Ma part; please revert earin O/MIIM. Ca plift are table (all 7 popes) far each ou ai. Sae nstrucaaris for
addmond details and requirements.
2 MARK'X-
3. EFFLUENT
4. UNITS
S INTAKE (,qv-1)
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c- LONG TERM AVRG.
a_ LONG TERM
AND
a.
tl.
C
a. MAXIMUM DAILY VALUE
(rjamdaWe)
VALUE (rfuwitahfr)
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED
BELIEVED
d. NO. OF
■. CONCEN
(1) b. NO. OF
(1)
ft
t
(rf a1vrlohir)
REQUIRED
PRESENT
ABSENT
C )NCENTRATION
(2) MASS
CONCENTRATON
(2) MASS
CONCENTRATION
f2) MASS
ANALYSES
TRATION b. MASS
(-nNcFmrR ANALYSES
METALS, CYANIDE, AND TOTAL PHENOLS
1 M. Anfirriony, Total
�//
X
(7"0-36-0)
2M. Arsenic. Total
(7M0.3$2)
X
3M. Besyluan, T otd
(7440-41-7)
X
4M. Cadmium. Taal
(7440 439)
X
SM. ChrorrAnn,
X
Total (7440-47-3)
6M. Copper, ToW
x
7M. Lead, Tonal
X
17439.92-1)
SM. Mercury. Total
(7439-97-6)
9M. Nickel, Taal
(7440-02.0)
x
10M. Selarnum.
x
Total (7782-49.2)
11 M. Saver, Total
x
(7440-22-4)
12M. Thallium,
Total (744D.20-0)
13M. Zinc, ToW
Y
(7440-6")
'1
14M. Cyanide,
Toil (57-12-5)
ISM. Phenols,
x
Total
DIOXIN
dilmldebmu
DESCRIBE RESULTS cL SFS
/401,A.-, pL
Dian
X
< 401
I
(17a4-01-
�)
EPA Form 3510-2C (5-90) PAGE V-3 CONTINUE ON REVERSE

,v�Doyl 0�3811 ._ G
CON7 -j FROM THE FRONT
2. MARK-X'
3. EFFLUENT
4 UNITS
5 INTAKE
1. POLLUTANT
b. MAXIMUM 30 GAY VALUE
c. LONG TERMAVRG.
a. LUNG TERM
AND
,
a
C.
a. MAXIMUM DAILY VALUE
(efQmdebtc)
j VALUE (rfavu&, rc)
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED
BELIEVED
d. NO. OF
CONCEN-
(1j b. NO. OF
(11
i1)
(I)
(�/a.ndvMr)
REC1UiRED
PRESENT
ABSENT
CONCENTRATXIN
{2)W55
O()NCE]iTRATIDN
(2)IIASS
CONCENTRATION
(2)MASS
ANALYSES
TRATION b.MASS
C-ONCENrRAIk?N 121MASS NALYSES
GC/MS FRACTION — VC]1 ATILE COMPOUNDS
tv.Accrden
X
i n
(107-02-a)
T
07
C S.0
(( 43AdYtb
1i -e�
�(
<en
2p
' n
4V_ M (Chkr
Awth r) Ether
X
)Ro
PEP
F14DAI E
ors
(542-W 1)
SV. Bramalo m
2.0
(75-25-2)
I l�
6v. carbon
Telrac "oft
L 2.0
(5&23-5)
7V. Chlorvbmuerle
(10640-7)
.1.0
ov. ChbrodF
bromprn@ewvm
L 2.0
Al - p
(12448-1)
IV. ch1Dra.r, m
(7540.3)
1PV. 2-Chlaro-
e;;a'Misylei ffm
(
11V. Clemakmi,
(67-663)
J�
12V. DK**mv-
bf9laDme0mm
L 2.0
+ f
(75-27-4)
X
,1
13V_ oddDm-
ddYro onmdhsm
2. o
z
'_
i/
(75-71-8)
14V. l,t-Pir3+lOro-
etnene (75-34-3)
15V. 1,2-❑KI*xo-
Z • o
, I
/•
ethane (107-06-2)
/Y'
f/
16V- 1.1-Dwhlaro-
X
< 2.0
2
!:
erlrylcne 475-354)
7-5)
O
�
ropane-OK
PraPerte (7��-s)
18V- 1,34)m;h6wo-
PraPV*rW
X
< 2. 0
f
(542-75-6)
19V- EOWeer mw
(100-41-4)
20V. Me"7
Bromide (,-a3 9,
x
< .2. Z)
�
J'
(74.87-3) GN21 V. Me"
Drxie
7C
•
Zdig
EPA Form 3510-2C (8-90) PAGE V-4 I f CONTINUE ON PAGE V-5

,vc0owoy3811
G
r M -n cams 06GG VJ
2. _MA RK'X
3, EFFLUENT
4. UNITS 5. INTAKE (.ywuar+Q
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
e. LONG TERM
AND
a.
b
r.
a. UM DAILY VALUE
{rfaradabk)
VALUE (dawn kwr)
AVERAGE VALUE
CAS NUMBER
TESTIPk�
BELIEVED
BELIEVED
d. N0.Of
a. COidCEN 6. NO OF
n
(1}
(1)
(rl awrlame)
REQUIRED
PRESENT
ABSENT
CORATION
(2) MASS
CpNCFNTRATION
(2)11AS5
CC}NCENTRAi10N
(2) MASS
AWILY$ES
TRATION b. MASS Cl7NGEN fRATK,N (2I MA55 NALYSES
GCIMS FRACTION —VOLATILE COMPOUNDS (. aRruuw rl)
2iww
:
X
2)
23V.1,1.7.2.
Totr.d�nvenyne
]9-34-5
24V. TetradVo(o-
X
Ira
e0rylmie (127-18-4)
j
2SV.ToWem
�
42.0
I100-80-3)
261/. ,.2-Tram-
2,D
)C
1(>0
56-6
27V. 1,1.,-Tridiloro
X
L 2
ff
Comm (71-SS-6)
.o
J
28V. 1.1,2-1ncfANo-
x
G 2.0
/P
effm'. (794(F5)
29V Tridtlaro-
L 2.0
edVrlftFW (79-01-6)
�(
3UV- Trwt*vo-
31V. Vwro Chloride
x
175-0w)
GCfMS FRACTION - ACID COMPOUNDS
!IA. 2-GHbmphanal
(95-57-8)
yC
2A. 2.4-D hkxo-
phenol (112043-2)
2,4_Dm
4� t0 0
phend (, 05-6� 7-9)
ph �-9
4A. 4,&Dwilro-0-
ZS.a
/
Cresaa(534-52-1)
t
SA. 2.4-DvWo,
;wool (51-28-5)
e 6A. 2-tUmphesxf
'
(8&75-5)
7A- 4-Noopiwrld
{
L �• J�
��
(100-W-7)
X
8A. P-Ct�loro-iF
�
if
9A. Peraadrloro-
phenol (87-orr5)
10A. Phenyl
I lA- 2 4,6-Tnchlc b
7�
7
phenol (B&436-2)
EPA Form 3510-2C (8-90) PAGE V-5 CONTINUE ON REVERSE

�Do41dy3 8�l
c
CON. -cD FROM THE FRONT
2 MARK -X
3. EFFLUENT
4. UNITS
5 INTAKE
1- POLLUTANT
b. MAXIMUM 30 DAY VALUE
t. LONG TERMAVRG.
a. LONG TERM
AND
a
b
;-
a. MAXIMUM DNLY VALUE
(if —jaw)
VALUE
I
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED
BELIEVED
d. NO.OF
& CONCEN-
f11 b. NO. OF
j1)
{1)
(1}
(,%uitrdu }
REQUIRED
PRESENT
ABSENT
CONCEl1TfiATION
{2}1Y�55
CONCENTRATION
(2) MASS
CONCENTRATION {2ytuss
ANALYSES
TRATION b_ MASS
C,+7rx LHIRATN7H (2) MASS NALYSES
GCfMS FRACTION — BASE7NEL,TRAL COMPOUNDS
10. AcenaphB,erle
(83-32-9)
2B. Acenaphtylene
x
/0,0
(20&9&a)
/�
38. Anowsoenm
(120-12-7)
48. Berrzdrre
(92-87-5)
5B. senzo (a)
(5&5�
5
68. Bcnzo {,)
X
L p. O
Pyrene (50-32.8)
7B_ 3.4-8duo-
fkKwwd'°ne
aC
gas -I -2)
86. Benzo (xhr)
X
4140,0
O
/v
Perylene (191-24.2)
9B. Benzo (A)
Fluoranoww a
!
(207-06-9)
'�
rrM,rJ Maihane
>'C
L !a, 0
I
118-
,omf) Ether
(111-44-4)
128.B1s(:-
y
ff
pv
Ether (102480-1)
t38. Sle (hl:rhaF
brrtin Phthalate
X
[ p, D
/�
(117-81- 7)
!
148.4-BrorrmVbenyl
Prm"+AA Ether
(101-SS 3)
158. Butyl Benzyl
pmha fe(6S6&7)
1C
L IO.O
u
'T
168. 2-Chbro-
naphuulm,e
x
410.40
i
u
(91.5&7)
17B.4-Chkwn-
phenyl Phenyl E Ihe,
}(
410.0
Ty
/
(7005.72.3)
ISO .Chryaene
��p•�
/�
(218-01-9)
K
19B_ Ddmmum (ah)
Amnraces,e
x
(p,0
7
/J
(53-70-3J
o.
208. 1,2 w,
11�ure a-„
x
� 1.0
a(9s5-% -1
T
tmuene B. 1.3 Oi•41.7 .1
Q
EPA Form 3510-2C (8-90) PAGE V-6 CONTINUE ON PAGE V-7

NGn oyl oy3 Sll � �
CON -J FROM PAGE V-6
2 MARK'X'
3. EFFLUENT
4. UNITS
S. INTAKE
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERMAVRG.
a. LONG TERM
AND
p
c
a. MAXIMUM DAILY VALUE
WawiJaSirJ
VALUE (efawad We)
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED
KLIEVED
d. NO. OF
a. CONCEN-
(I) b. NO. OF
(1)
(1)
(I)
(11 uw duhh.)
REQUIRED
PRESENT
ABSENT
CONCENTRATION
(2) YASS
CONCENTRATION
(2) MASS
COACENTRATION (2) MISS
ANALYSES
7RATION b. idAra$
Cn�,EN 1).T7aN NAL YSFS
(?} WSS
GCIMS FRACTION-13ASE/NEUTRAL COMPOUNDS (�nwerwwed,
72B. 1,4-DwJftro-
J
benrene (106J6-7)
238. 3,3-Did*xo-
bepz.gine f9, -94• 1)
Phew Daee+,yl
X
L 10. D
Pnn,.ea,e (84-662)
7
25B. Dimeah,(
26B. a 8
A>ae (84-7�7�2)
�ft
�1211tra
kkoe
268. 2.E(506-20
(606-26
llu ov,e 2)
29B. DON-Oc1yl
"�
C /10, D
PhdwAAe (117-84T))
We. 1,2-Dwheri*
hy&azne (as Azo-
) (I2z-6&7)
318. rllhErle
vv
� A O
�
11yA
(29&44
1
11
328. Fkmrene
(9&73-7)
?(
��•o
T
338. Hciad*xo-
X
benzene (118-7+1)
Hemaddaro-
L Ib o
/
buWd m (97-68-3)
x
358. He:addwcr
cVdopnMadaenc
X
L/D,O
/
(77474)
36$ 1ie>tadforrr
eMom (67-72-1)
37B.Indeno
Ir.z.3-cd)Pyrene
(193-395)
386.Isophorone
X
178-59-1)
398. Naptwhalene
(91-20-3)
40B.Nlrvbomene
X
L ^0
(9a9s3)
7
416. N-Aorc-
sudwneMvta—
(62-75-9)
428. N-Narpaodf
N--
x
(02i-"7)
EPA Form 3510-2C (0-90) PACE V-7 CONTINUE ON REVERSE

lvcpoy 1 o y3811 G
CON'r.._.,cD FROM THE FRONT
2. MARK W
3. EFFLUENT
4. UNITS S. INTAKE (upn nNQ
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a. LONG TERM
AND
b c
a. MAXIMUM DAILY VALUE
Wawefabk)
VALUE (yawmAmNe)
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED BELIEVED
d. NO. OF
JANALYSES
8. CONCEN b. NO. OF
I1)
{1)
(1}
(1)
(yuwodah7.'}
REQUIRED
PRESENT ASSENT
CONCENTRATION
(2)MASS
CONCENTRATION
(2}IAASS
CONCENTRATION
(2)%LSS
TRATIONLb-MASS u'INLENiRwrk)N fzlru55 NALYSES
GC 4S FRACTION — BASEMEUTRAL COMPOUNDS (cuurftweR
438. N-Nrlra�
:p. 01/f/
/J
(86-36�fi)
44B. Phe wwwene
r
(85-01-8)
458. Pyrene
X
L
y
(129-00-a)
!
46B. 1.F enze
(120-82-1)
GC/MS FRACTION — PESTICIDES
1
(3P0�&000-2)
2P. u•BHC
(31 D-8")
3P_ "HC
(31"5,-7)
4P- r-BHC
fil
(sa-e9-9)
5P. o-BHC
ne
157 4-9)
157-74-9)
7P. 4,4'-DDT
/O
I
(50-29.3)
4 0
BP. 4.4'-DDE
(72-55-9)
9
2 54-)
1 OP. DUN"
11P. a-Enos+Ifan
(11529-7y
X
J
7
12P. a.ErmOsuMan
X
C,os
(115-2&7)
13P. Endaaafren
S
x
(1031-07-8)
(72-20-B)
7
15P. EnAiinAklehy
(7421- 3
7421-83.4)
1 BP. Heplarlwor
l�
Q
EPA Form 3510-2G (8-90) PAGE V-9 CONTINUE ON PAGE V-9

EPA I.O. NUMBER (camfmw lira ! al Form !) OUTFALL NUMBER
CONTINUED FROM PAGE V-3
jVGDDy16Y361/ G
2, MARK'X
3. EFFLUENT
4. UNITS
5_ INTAKE
1- POLLUTANT
b. WOQMUM 30 DAY VALUE
C. LONG TERM AVRG.
a. LONG TERM
AND
a
e
a. MAXIMUM DAILY VALUE
(of--duWA)
VALUE (,im i
AVERAGE VALUE
CAS NUMBER
TESTING
BFUEVED
BELIEVED
d. NO. OF
a. CONCEN-
�b.O. OF
{s)
(1)
(1)
(11
a++udtd,)
REQUIRED
PRESENT
ASSENT
CONCENTRATkD" (2JMASS
CONCENTRATKIN
{2)WLS5
CQNCENTRATKaN (2)MASS
ANALYSES
TRATION
b. MASS
C.ONCENTRAFK)N (2)YA55LYSEE
GC MS FRACTION — PESTICIDES (LfWJRardJ
17P_ HeptiidflpT
EPamle
(1024-57-3)
16P_
Y
[
(53469-21-9-zi-a)
rpS
7
r
(I 1097-6w 1)
20P. PCB-1221
v
f1
21P. PCB- 1232
(11141-16-5)
X
A
22P_ PCB-i248
(12672-2")
23P. PC8-1260
<
(1109"2-5)
K
,OS
24P. PC8•10i6
/{
(12674-11-2)
ipS
7
25P_To5-2) ie
K
rOS
{/
(8001-35-ZJ
f
EPA Forms 3510-2C (8-9D) PAGE V-B

PLEr .INT OR TYPE IN THE UNSHADED AREAS ONLY. You may mport aww or ill of this nfarsrsfim EPA I.D. NUMBER (cgyjrow Item 1 ajFanw I)
on SEE
(use the same farmalj vwbwd of comp arse mopes. A/G D D Y/ DY3 8lI
OUTF 11L1 ND.
V. INTAKE AND EFFLUENT CHARACTERISTICS (wn&x+edf wpptT3ofFcM2-C)
PART A —You must gmv de the insults of st *s w one armin a Tor every pokAwt in this tibia. Cam one table for each auM. See nstrurxau Aor add onal delafs.
3. UNITS
4. INTAKE
2_ EFFLUENT
(+prrljv rt
hhu.t)
b. MAXIMUM 30 DAY VALUE
c LONG TERM AVRG. VALUE
__
a_ LONG TERM
a. MAXIMUM DAILY VALUE
(rfararkrble)
(rjarnrtdhle)
AVERAGE VALUE
■_CONCEN-
6.NO. OF
(t)
(t
d.NO.pF
(r)
1. POLLUTANT
CONCENTRATION
12) MASS
CONC£NTRATIO"
(2) MASS
41)CONCENTRATION
(2) MASS
ANALYSES
TRATION
b. MASS
rONCENTRATION
li) MASS
ANALYSES
a. BKXtHm cal Oxygen
Demand (RfIP)
7
b. Chemical Oxygen
Demand (col
c. Total Organic Carbon
( rI x )
d. Total Suspended
Salidati�) {I.
POW
POW
c. Ammonia (m N)
C
Z/
/
/ %
/
f, Flow
VALUE
VALUE
VALUE
VALUE
VALUE
VALUE
C
VALUE
g. Temperature
VALUE
IM++urr)
VALUE
h Temperature
VALUE
VALUE
.0
VALUE
MM6W MNt1M7 MINIMUM MAXIfIALIM
INI
i PH 57M(DARD UNITS
PART B — Mario 'X- in colwnn 2a for each patlutird you know or Mare reason to believe is present Mark 'X' n column 2-b for each pahutant you bafieve to be absent tf you mark ookann 22 for any p Auiard Wi id is timited Ovular
directly, or indirectly but expressly, in an efthAM Wndabors quidebm, you must prwile Me stilts of at feast one analysis for that pokag t For o0w potedants tar which you mark column 2a. you must Provide
quafttaWe data or an oxpiansbon of !heir presence in yore dtschlW. C vr4dete one MW for each aAfatl. Sae the ma bons for addaDnal da4tls and rmWirements.
2- MARK 'X'
J. EFFLUENT
4. UNITS
5. INTAKE tgpfl' na1)
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c- LONGTERM AVRG. VALUE
a. LONG TERM AVERAGE
AND
a
p
a. MAXIMUM DAILY VALUE
(of~ilable)
VALUE
CAS NO.
BELIEVED
BELIEVED
d. NO. OF
a_ CONCEN-
b- NO. OF
(1)
fti
(t)
(1)
(/orvrldNe)
PRESENT
ABSENT
CONCENTRATION
I p)MASS
CONCENTRATION
(2)MASS
CONCENTRATION
(2)IAASS
ANALYSES
TRATION
b, MASS
CONCENTRATION
12)MASS
ANALYSES
(2495"7-9)
JS
b. Chrome, Total
ResAr�lll
i
r odor
X
d. Feet Cc&otm
X
e. Fkxmvde
(16964 i&�)
X
1. NiGrbs•Niefe
(as M
X
/ q
0• b
�]
Z
1 I
J
!
!ZZ
__j
EPA Form 3510-2C (8-90) PAGE N 1 CONTINUE ON REVERSE

ITEL-ONTiNUED FROM FRONT A ✓ 0 5jl o y3811
2. MARK')'
3. EFFLUENT
4. UNITS
S. INTAKF (,po,. )
LLUTANT
b. MAXIMUM 30 DAY VALUE
C. LONGTERM AVRG. VALUE
a. LONG TERM
AND
FPOCAS
a
p
a. MAXIMUM DAILY VALUE
(rfam lhwr)
(,faradablr)
AVERAGE VALUE
NO.
BELIEVED
BELIEVED
d- NO. OF
a. CONCEN-
b. NO. C•f
i1)
(1}
(1)
(�)
wrluhlr)
PRESFNT
ABSENT
CONCENTRATION
(2)MASS
CONC RATION
(2)WSS
CONCENTRATION
(2)MASS
ANALYSES
TRATION
b.MASS
C.ONCENIRarlOmv
Ili YASS
ANALYSES
p Nrtrngcn
Togil Orgauc (,v
`r
T
O set
h)
h.
X
< S o
ea"
i. Pt,oaphorus
( Total
x
0,17
(777723-314-0)
). Red-scMy
(1) Alpha. TOW
(2) Beta, Told
(3) Radwm.
ToW
(4) RRam3rrn 226.
K
TOW
k. Supefe
(a,.lf).)
(1480&798)
I. Suffde
M. gWlite
(ark),)
(14265-4rs3)
n. Surtacts ft
o. Akumerurn,
y
Total
(74294KI-S)
p. Barium. Total
(744o-39-3)
q. Boron, ToW
K
(7440-42-6)
r. Cobitl, Toed
(744D-41L4)
7�
s. tron. TOW
(7439.8&6)
/+
t. Altsprreaaun,
Told
(743&B54)
U. Molybdenum,
Total
y�
(7439.9&7)
V. ktorloonew,
Total
(7439-,Wr5)
w. Tn. TOW
(744o-31-5)
X
u. Teano",
Total
1744&32-6)
EPA Form 3510-2C (6-W) PAGE V-2 CONTINUE ON PAGE V-3

EPA I.D. NUMBER (capt•fioa lsa. l afFmm l) OUTFALL NUUM}BER
CONTINUED FROM PAGE 3 OF FORM 2-C NOD o�+1 a`,•3 8r1 V
PART C - 11 you art a printery industry and thm out d owdairm ptootpsa mosttraeW, later to Table 2t:2 in me kalrucliorm to deiarmine hwrich of the GCJMS hatborls you must Oast For. Mark 'X" in column 2a for all such GC,'MS
fracbons that apply to Your industry and for ALL loci[ metals, tyanrdes, and total phenyls- N you are not mgLwW to souk eakmri 2a (aatondwy bkkavies, emnorocsss wasfewarer oulyaaa, and nonrim ed GCmS
hacbons), marls 'X- in column 2-b for each Pollub stl you in maw or have meson tb bWk w is RasWni Marie 'X- in eolrfrh 2-c for each ptaNu4rtt you behave s adsar+l. H you mark miurrrr 2■ for any pattutartt. you must
provide the results of at least one anaiysa for that podtrWwt If you mark oykarrn 2b for my pakdol, you must provide On retina of at halt Wee anatyss for that po&Awit d you know or have reaaw to believe it wM be
discharged M c aceFOations of 10 ppb or greater- N you tmk ook mn 2b for mookst. arlykwWrlla. 2.4 dnfrophenof, or 2Kilad% !-4, 6 dIV pl W. you must provide the results of at bast ane andya+s for each of prase
pol~ts which you krow or have reason to behave that you disrhmoe in aonoerbubons of 100 ppb or grehaW. Otherwise. for podubvift for which you marls column 2b, You must either subrrnt at bast one analyso or
bray describe the reasons the po/trarht is eVecind to be diehmpd. Win that am are 7 pages to th-ts pelt phase rerriew each cwa%*- Con Viob one table (all 7 paces) for each outttall. See w»tuc oea Ior
addMoeah deUmis and requirements.
2_ MARK 'X*
3. EFFLUENT
4. UNITS
5. INTAKE (. ....al)
I.POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a. LONG TERM
AND
a
b.
C
a. MAXIMUM DAILY VALUE
(rja.hxi)ablsJ
I VALUE (rfawalabfe)
AVEPAGE VALUE
CAS NUMBER
I TFSTIW-,
BELIEVED
RELIEVED
d. NO. OF
a. CONCENI-
b. NO. Of,
(1)
(1)
f1)
(h)
(ilarmluhir)
REOIJIREO
PRESENT
ABSENT
CONCEWRATION
(211MSS
CONCENTRATION (2)YIt.SS
CONCENTRATION (2Ji1A55
ANALYSES
7RATION
���r
b.W4SS
CONCENTRATION
12)MASS
NALY$E
METALS, CYANIDE, AND TOTAL PHENOLS
iM. Art ony. Torah
(7440-36-0)
2M. Arwrhic. Torsi
(7440.3a-2)
3M. GaVilmun, Total
(7440 41-7)
4M. Cadmium- Total
Y
(7440-43-e)
5M. CFVnrnsim.
X
T otal (744" 7-3)
6M. Coppw. Total
J
n
174/(I-50-8)
7M, Lead, Totsf
X
(743"2-1)
BM. Mercury, Tofil
'l
(743&97-6)
9M. Maid, Told
(7440-02-0)
10M. Scieni+m.
Total (7762-49-2)
1114. Silver, Tote!
(7440-224)
7�
12M. Thallium,
Toni (7440-28-0)
x
13M. Zinc, Tow
(7440-6b-b)
x
14 M. Cyanide.
Total (57-12-5)
ISM. Pherwis.
Total
DIOXIN
2,3jdWmr deetra
DESCRIBE RESULTS S�1aTP
DhyJtXh (1764.01-6)
EPA Form 3510-2C (8-80) PAGE V-3 CONTINUE ON REVERSE

CON �D FROM THE FRONT
�vc� �yloa3811 %
2. MARK' X'
3. EFFLUENT
4. UNITS
5 INTAKE Gy>.�•u�+B
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a. LONG TERM
AND
d
b
c
a- MAXIMUM DAILY VALUE ((lmvlab+eJ
VALUE (+/mnrlaNrj
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED
BELIEVED
d. NO. OF
a. CONCEN-
f11 b. NO OF
(t)
(�)
(1)
(r/aaad hh)
REOUIRFD
PRESENT
ASSENT
CONCEM T
(2)MAS,S CONCENTRATION (2)MAS5
CONGENTRATION
(211A/ASS
ANALYSES
TPAT10N
b.MASS
i.()N�ENIHAION (21MASS NALYSES
GC/M.S FRACTION — VOLATILE COMPOUNDSI
V. Amaien
y
/J
10
sure
(10 -13-1
(107.13-1)
(71.4Y71
x.
4V. Bn (('hkm,-
t2 Fow
PRo
PCO
A C
5 T
(s
al„
17s2575
`1
JQ
-2)aran
s2)
6V- carbon
Tetrachomide
X
G'
� 1/
/
(5623-5)
•O
%
1
7V. Chbrobmuene
(10e..e0.7)
brornortieflsane
X.
L z A
(124-1a-1)
9V. Chkwoef ww
y
(75.w3)
.�
toV. 2-Chkwo-
Eref
/0
{11U•75-8)
I iv.CdlurtAonn
(fi7-66-3)
12V. Didtiioro-
f�brarnarfrafN.rle
i 75-27-4)
13v. Dwhlmo-
f
dolb"orned�orn
[ 2.0
�.
v
ns71-s)
14V. i.1-Tlirldq�o-
/�
e0um(7534-3)
15V. 1.243rldoro.
eVorte(107-0r,2)
'1
C i
ethylene (75-15-4)
.0
Il/
17V. 1,2-Dielk we
]�
[ Z.
u
7
I�
Propane (7&87.5)
,�
18V. 1,3-Drlllbro
proovilene
�f
(542-7561
19V. EMybenzem
(100-41-4)
A"x Me1111Twalw 4
j
!�
z1v. Me
Uh(oride {7487-3)
(7
--PA Farm 3510-2C (6-90) PAGE V-4 CONTINUE ON PAGE V-5

CON ,,_-.rED FROM PAGE V4 o yl oq3
2 MARK -X'
3. EFFLUENT
4. UNITS
5. INTAKE {+yxu+r.aQ
1- POLLUTANT
b. WOLIMUM 30 DAY VALUE
C. LONG TERM AVRG.
a. LONG TERM
AND
a
p
r.
a. WUQMUM DAILY VALUE
(+fowBls6k)
VALUE (,f a %ukibh)
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED
BELIEVED
d. NO. OF
a-CONCEN-
b. NO. OF
(1)
0)
(1)
(ef uw+luMr)
REQUIRED
PRESENT
ABSENT
CONCEWRAT101�1
MASS
CONCENTRATION
(2) MASS
CDI4GEN7I7AiIQN
(z}Yr�sS
ANALYSES
TRATION b. MA,SS
j1)
CONCENTRATION 1211eh.S5 NALYSES
GCMS FRACTION — VOLATILE COMPOUNDS (.wuoinKA
22V. Metwiam
1
.4 `. D
Chbr4c (75DB-2)
x
23V. 1,1,2.2-
T7a34o
24V-
x
Z
/�
ne (127-18-
ethylene {727-,1,-4)
.D
!
25V. Tokumm
v
O
(I7)B-8II-3)
^
•
26V. 1.2-Trans-
e
x
z
IQ
15r6 60t5
11
42.0
27V.1.1.1-Trict63ro-
X
[.O
/Q
aftm (71-55-6)
28V. 1.1,2-Tnchio(o-
(,(
ethane (79-=5)
29V Try
ethylene (79411-6)
3DV. TcKNwo-
ir+womethrve
L O
t f
f�
75.69-4
w
X
�•�
/�
1-4)
f
GClMS FRACTION —ACID COMPOUNDS
112-ChWW#wnof
X
(SS67-8)
2A. 2.44)lcNaro-
x
< fo. 0
pnend (120- 3-2)
7
D
3A. 2,4-Dnw&ryl-
phenal (10"7.8)
A,
I O. C
.
4A 4,64)wwro-0-
Cresol(534-52_1)
%<
< 'ZS.O
-or
y
SA. 2,4-Ohibo-
y
< SO.0
y
v
phenol (51-2&5)
r1
GA. 2-NiraQllend
(8&75.5)
Xb.p
7A 4-NOophff"
C sA
-
,
'�I
01
/
(100.02_7)
.�
8A. P-CMdo-M-
Id. 9
Cresd (59.547)
X
7
9A. Pentachbro
phenol (87-9&5)
111A. Phend
�(
D
11A. 2,4,&Tnrhkwo-
%i
/D•
n
phenol (88.0&2)
ft/
EPA Fo11n 3510-2C (8-40) PAGE V-5 CONTINUE ON REVERSE

CON. .gip FROM THE FRONT
/V, ��r�oy38i1 D
2- MARK -X'
3. EFFLUENT
s. UNITS
5 INTAKE (.yv,,--A
1-POLLUTANT
b. MAXIMUM 30 DAY VALUE
C. LONG TERM AVRG-
a. LONG TERM
AND
a.
o r.
a. MAXIMUM DAILY VALUE
(rJcreiladalr}
I VALUE (.lcnciea e)
AVERAGE VALUE
CAS NUMBER
TE5IING
BELIEVED BELIEVED
d. NO, OF
i. CONCEk-
f11 b. k0- OF
(1)
f1)
f1)
(,l aWdam')
REQUIRED
PRESENT ABSENT
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
CONCENTRATION (2) MASS
ANALYSES
TRATION b. MASS
CONCENTRATION 12) L"SS NALYSES
GC/MS FRACTION — BLASE/NEUTRAL COMPOUNDS
1 S. AcenrphOwm
(83-32-9)
9
htyiene
G
(2 -9")Acena
38. An,avaceoe
410,0
(120.12-7)
•8. Benxmr
Imo, O
492-87-5)
KL
I
58. Senzo (a)
Anouaumw
(5655-3)
6B. Beazo
L C
/
Pyrene (50-32-8)
b•
78. lwora+wnerdhe ne
z
(205-6& 2)
8B. Benza (1e1)
pro.
Perykne (191-24-2)
9R. Benzo (►)
108. an (-'. ('Ah,rr
rehrur) Mplfw,e
Y
�l
P.0
(111-81-1)
/r
11 B. BA (: -! !rk—,.
410.0
Y
/D
(111-Ether
12B. Bq I'-
Cm,.nuw,fn,py♦)
�• p• D
Ether (102$0-1)
138- Bi3 (.-1 ehi!-
A, TO) Phlhafale
c�
(117-81- 7)
,ae. �Brnrnapherryl
PherA" Few
'y/
D
(101-55-3)
158. Butt'! BenM
L k%
Phe m"v (85.66-7)
16B. 2-Chloro-
X
[ ra,o
�{
A.,
(91-5&(91-5'7)
178. +-Chlom-
pherryl Plrerryl Ermr
(7005-72-3)
1e8. Chrysene
/J
198. DdmffLzo (+h)
AnLhnwAw a�o,
v
`�
/�
(53-7; -3)
208_ 1,24Drchbmo-
yi
L
benzene ps-50-n
A1.0
py
218.7.3chioro-
benzene
X
O
(5.11-73-1)
.
EPA Form 3510-2C (8-90) PAGE V.6 r F CONTINUE ON PAGE V-7

,vcp oyl0Y380 �� p
CON c4 FROM PAGE V�
2, MARK'X-
3-EFFLUENT
4. UNITS
5. INTAKE (grxnrJj
I.POLLUTANT
b. MAXIMUM 30 DAY VALUE
C. LONG TERM AVRG-
a. LONG TERM
AND
a
h
r
a. MAXIMUM DAILY VALUE
(Mary fawe)
VALUE (rfur dm&f-)
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED
BELIEVED
G. NO. OF
m. CONCEN-
(1) b. NO. OF
(1)
(1)
�))
(U Lwaeluh/.•)
REQUIRED
PRESENT
ABSENT
CONCENTRATION
(2) YASS
0DWCENTRATION
(2y IUISS
CONCENTRATION
(2J MASS
ANALYSES
7RATlON b. MASS
GONC,ENTRAI ION 42) MASS NAL Y SES
GCJMS FRAC TION—BASEJNEUTRAL COMPOUNDS {�r»urnrrpd)
228.1,4-Gtlhlaro-
L 2 a
J
benzene (106 4&7)
r
T
r
23B. 3 3-Oschkwo-
�(
bennAm (91.94-1)
L •Q
Y
248. Drelhyl
/
Phthuhav(84--6&2)
x
JO•
l
25B. Draetlryl
Phamdut
. r
(131 -11-3)
!
1
269. D#-"utyl
�(
L 10.0
O
PhthmbW (e4.74-2)
270 2.4.0"ro-
lakWm (121.14-2)
L 10.o
288.2.64)moo-
G 10.9)
t J
`l
kA mra (60&20-2)
298. M"4)00
�f
Pheh*W a (t 174")
306. 1. arro-
w (as Azo-
111�azne [as Azo-
euuana) (122-6&7)
318. FYgrantltene
tf7.17
, /
/ �}
(206
320.en Fimre
G la,1D
(B&73-7)
338. Haxadrloro-
L to, fl
!�
benzene (118-74-1)
`` LLvJv/
bute6mm (88m-W3)
35B. Hexachkmo.
oydbperdadim-
(77-47-4)
kYll
368 He o-
)(
L fo.0
agulm (67-72-1)
37B.Indeno
I1.2.3-cd) PYrane
X
��
(193-39-5)
ma. Isaptnram
(70-50-1)
X
410.0
398. Naphlholm1e
(91-20-3)
408. Na0bamene
(9&95.3)
y(
L
41B. hLN&o-
1'1E
X
L /a, o
(62-75-9)
I
428. N-NArow4•
(621-64.7}
EPA Farm3510-2C (5,N) PAGE V-7 CONTINUE ON REVERSE

,v coo yl o'138H
C'nN. .rf1 FRnu THE FRnNT
2. MARK'X
3. EFFLUENT
4. UNITS 5. INTAKE (rpr,oaw)
I.POLLUTANT
b_ MAX111UM 30 DAY VALUE
C. LONG TERM AVRG.
a. LONG TERM
AND
a
n.
a. MAXIMUM DAILY VALUE
('10vaziablrf
I VALUE (rfawefaNe)
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED
BELIEVED
d. NO. OF
L CONCEN- 1 b. NO. OF
f11
[1)
(1
((/owrial4r)
REQUIRED
PRESENT
ABSENT
CONCEWRATIDIy (2)YASS
CONCEMRAT10N (2)MASS
OONCENTRATION 2 MAvSS
ANALYSES
TRATION A_I�ILSS CONLENTRATUN 12)MASS �LYSES
GCJMS FRACTION — BASE/NEUTRAL COMPOUNDS (...,r...,.d)
438. N-NWo-
sad'ghe,ryl.rnne
X
< to, c'
{8630-6I
448. PhouvrOwww
x
(85-01-B)
Lro•o
IY
1129-MO)
466. 1.2 �irr
chkwbam e
(12G- 2-1)
(120-8Z-1)
GCIMS FRACTION —PESTICIDES
1 P. ARIM
OS
Ir
(30ada2)
!�
()
3P. P�BHC
"]
I319-8i7)
•pS
4P. T-BFf`
<
(SB.Ba9)
>t
•es
Iv
((3 )
Chkw74-9) tarts
< SC C
Iv
(57
(s7a4'er
OT
!Sf>29.3)
50 29-3)
L 10.0
SP.4.4'-DDE
q 72Z5-9)
9P.4.4'-DOD
y
/O
.72-s4-B)
10P. D%Wlm
/D
160-57-1)
1 1 P, a-Efoa#aa
5
I 44
111S29.7)
.)<
< .O
a
X
4,05
y
/I
17
(2S
13P. Endwadran
Sugale
• S
[, ,I
r
(1031-07-8)
f"
14P.Fnem
172-2%8)
1(
-cf ,05
7
•
/
.74422K1-9�3-4)
A
EPA Farm 3510-2C (8-90) PAGE V-8 CONTINUE ON PAGE V-9

EPA I.D. NUMBER (wpyfrow lka 1 q/tarm 1) OUTFALL NUMBER
CONTINUED FROM PAGE V-6 NcD ocjl oY3 811 1 D 1 v
2. MARK'}(
3, EFFLUENT
4. UNITS
5. INTAKE (,yx,rnWq
I.POLLUTANT
b. MAXIMUM 30 DAY VALUE
c LONG TERM AVRG.
a, LUNG TERM
AND
a.
a
c
a. MAXIMUM DAILY VALUE
WawaiLu6(e)
I VALUE (If
AVERAGE VALUEl
CAS NUMBER
TESTING
8ELtEVED
BEUEVED
d. NO. OF
�. CONCEN-
NO. OF
(1I
(11
(1)
(1)
(lo..rrlublr)
REQUIRED
PRESENT
ABSENT
CON=ENTRATION
(2)MISS
GONCEI(ILIT10N (2)MASS
CONCENTRATION (2)11ASS
ANALYSES
TRATION
a. MASS
CONGENiRAl10N
(2)SSAI_YSE5
GCJMS FRACTION - PESTICIDES (,4wimuro
17P- HOPWctM)f
D
°
x
L
(�
-I
� If
7024-57-3)
1024- (
rOs
18P. PCB-1241
(53469.21-9)
19P. PCB-1254
<
/
111097-69-1)
}(
.o$
20P.PCB-1221
7�
/
(111
(1104.2&2)
21P. PC$-1232
/f
(11141.16-5)
22P, PCB-1240
(12B72-29-5)
X,
23P. PCO-1260
K_
(1109"2-5)
24P.PCB-IG16
_
e
(12674-11-2)
•p�
{
2SP. TMmptmw
C
(8001-352)
7`
rOS
EPA Forth 351D-2C (8-90) PAGE V-9

PLE-�, . ,eINT OR TYPE IN THE UNSHADED AREAS ONLY, You trrsy repot some or al of this ifarrttow EPA I.D. NUMBER Jcgpy fmm Irear I g/Fone I)
EE�°S�U Nu a Moc $acrid �,m.n ,n",rd at compkftq won PROW A/ CD OW o Y3 B//
OUTFALL NO.
V. INTAKE AND EFFLUENT CHARACTERISTICS (corAhuedhurtpqe 3 afFam 2-C)
PAR T A —You must provide the mutts of at least one andysis for amy pdkAwd n flit labia- Complain one table for esdl ormlW Sae irr Mcftrrs for wdm ww dews.
3. UNITS
4. INTAKE
2-EFFLUENT
b. MAXIMUM 30 DAY VALUE
t. LONG TERM AVRG. VALUE
a. LONG TERM
a. MAXIMUM DAILY VALUE
(11ava,lable)
(+Ifa-dabrr)
AVERAGE VALUE
a. CONCEN-
b. NO. OF
t)
d. NO- OF
I.POLLUTANT
CDNCENTRATION
-
(2) MASS
CDNMNNTRATION
(2) MASS
(i) CONCENTRATION
(2) HAS$
ANALYSES
TRATION
b. MASS
CO CENIIRATION 42) MASS ANALYSES
a. BAXIMmlcal oxygen
Demand
(Hof I)
b. Chemical Oxygen
Demand (('r e! )►
C. Total Organic Carbon
(TrH 7
d. Total Suspended
Solids
z
/�
(73,q
e. ArrvrlOnia (at Al
77.
VALUE p. 6 $.
I Flow
VALUE
VALUE
f`GD
VALUE
g. Temperature VALUE VALUE VALUE VALUE
(h rnrrr) G
h- Temperature VALUE VALUE IVALUE VALUE
(.rrrm+nrr) C
MINIMUM MAXIMUM MlMIMUM atlA7(IMUM
K
pH tf 7, D STANDARD UNITS
PART B - Mark -X" in column 2a for each pollutant you know or have reason to believe is pressin Mark `X' in column 2-b for each pot Avid )eu babvw to be absent If you mark cahunn 2a far any pplprlartl vrlrirh is limited e*w
drec*. or irldueefly but expraasly, in an efllueM linW -iwts limIaWe, you muss provide fhe result of at leer[ one wwhlm for that pokMwt For lather potlulants for a6ch you nark column 2s. you must provide
quarltitubve data or an erplan bon at them preserlte M your!!! Cor►q*b one table for eadi oulfaL See the awI ucoons for eddbaral dWds and raWsamenla.
2. MARK'X'
3. EFFLUENT
4. UNITS
5. INTAKE (.+I+r+r+nal)
?.POLLUTANT
b. MA)UMUM 30 DAY VALUE
C. LONG TERM AVRG. VALUE
a. LONG TERM AVERAGE
AND
a
b
a. MAXIMUMDAILYVALUE
(rfawilaGfrJ
(ilavoAab}e)
VALUE
CAS NO.
BELIEVED
BELIEVED
d. NO. OF
a. CONCEbI
b. NO- OF
(�)
(1)
(�)
I�)
(rfunulahlr )
PRESENT
ABSENT
CONCENTRATION
(2) BASS
CONCENTRATION
(2) MASS
CAFICENTRATION
(21 MASS
ANALYSES
TRATION
b. MASS
CC!NCENTRAFION
(2)tRI„ a$
ANALYSES
a. Bromide
(2495B-67-8)
7(
h.eC�e. TaW
R
J
X
d. Fecal Cauarm
K
e. Ftuorde
X
t169B4-4$8)
t. Nrtrate-Nrape
Z
tr•A corm 3510-2C (a-80) PAGE V-1 CONTINUE ON REVERSE

ITEA. .:ONTINUED FROM FRONT
2. MURK -X'
3. EFFLUENT
4. UNITS
5, INTAKE
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONGTERM AVRG. VALUE
a, LONGTERM
AND
a
b
a. MAXIMUM DAILY VALUE
(foH kur)
{fmadohlr)
AVERAGE VALUE
CAS NO.
BELIEVED
BELIEVED
d. NO. OF
a- CONCEN-
b. NO. OF
(1)
(1)
(1)
(1)
(ilavadahlr)
PRESENT
ABSENT
CONCENTRATION
(2)MASS
CONCENTRATION
9)MASS
CONGENTiiATION
(2)W SS
ANALYSES
TRATION
b. MASS
CONCENTRATION
(21 MASS
ANALYSES
9, N-nen.
Total Organ (w
h� G
i. Phoaphonn
(7 P). Total
x
o. 3 7
723-14-0)
).Rsdjo�
(1)A#". TDW
(2) Beta. Total
X
(3) Radam.
Total
X
(4) Radwn 226,
Total
K
It. Sulls"
(14OW7")
1. Sufda
m. SLme
J
(1426545-3)
n. SMafactafft
o. Aianinurn.
Total
(7429-90-5)
P, Batwm. Taiai
174/439-3)
q. Baron, Total
(7440-42-8)
K•
r. Coball, Total
(7440-48-4)
X
S. Iron, Total
17439-89-6)
7(
L MapttitiMan,
Tsai
K
(7439.95-4)
u. Moiybdetlum,
Total
?C
(743@ 9IW7)
W. Manganese.
Told
x
(7439.96-5)
w. In, Total
(7440-31-5)
X
r. Titanitan.
Total
X.
i7440-32-6}
EPA Form 3510-2C (8-90) PACE V-2 CONTINUE ON PAGE V-3

EPA I.D. NUMBER (Lars-frnrrr /rna / njf'Urar J) OUTFALL NUMBER
CONTfNUED FROM PAGE 3 OF FORM 2-C I N c poy f vY3 5?1 1 5
PART C - It you are a prowy industry and this outlad aot11$ira prccees mates. Mbr to Tattle 2o-2 in Ilse irmtruViurn to tfaormine wfticll of the GC/MS ( wbms you muM test for. Mara 'X' in column 2a tot all such GC1MS
ttacliorm lust apply to your industry and for ALL tom mepth. ryanWes, mid OM phartoN, N you am not rpqua<ed to I= oohottn 2-4 (Asco r livy inclin&m. nonpnocesr wasfwwafer orslfaft. and nortregtrired GCAfS
►r*c6orts), mark 'X' in wlwnn 2-b to each pokdwyt you tatow or hwe rwaeon to bahw4o a present Made 'X' in cdutn+ 2-c for each gallsbM you beliera is sews, If you mart column 28 for any pollutant. you must
provide the reaulti of at least one analysis for that pesrtanl a you mark coeartn 2b for arty poWlant, you must provide tfta results of of Nero W* artdyes for VM poautrtt f you know or have reason to believe tl Will be
discharged in corwentra ipns of 10 ppb or 0re4tar- If yaw marls **am 2b for aru chin, auyik l8ie. 2.4 *Irtrophiinof, or 2-nuO ". 6 diiiMnO Mtol, you must prorrde the resits d at tease one analysis for earls of riese
pollutants which you knots or have reason to belisre Duet you r>3at'lrarye in oxwermatima of 101) ppb tX yreAlar. OUlenine. for pokdmr h for wlisd you mark column 2b. you must either sutwod at least one analyse or
brtetly describe the reasons the polkrltnt is &xPettad tb be dis drarped. Nate Cti1 chars are 7 peon to Ms path pNaea raMewr eadt ratwlu0y. Gomplea one table (alf 7 pages) for each oumo. Sae msaurxrons for
addritona! datuds &slot requirements.
2. MARK 'X'
3. EFFLUENT
4. UNITS
_5. INTAKE (t.,,—i)
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c LONG TERM AVRG.
a. LONG TERM
AND
e
p
c
a. MAXIMUM ONLY VALUE
(,Jare+fabkJ
I VALUE (gmudaWe)
AVERAGE VALUE
CAS NUMBER
TFStING
BELIEVED
BELIEVED
d. NO. OF
I.. CONCEN-
�bNREQUIRED
1
1
t
t
PRESENT
ABSENT
CANGENTRAT10N
(2)MASS
CPNCENTRATK)N
(2)MA55
L;pl4CFNTRATiQN
{21MltiSS
ANALYSES
TRATION
b.MASS
CONCENTRATION (2)MASSYSE
METALS, CYANIDE, AND TOTAL PHENOLS
SM_ Antimony, Told
(7440- 3")
}�
2M. Arsenic. Total
(7M438-2)
3M. $eryosrt, Total
(7440-41.7)
4M. radrnium. Total
(744043-9)
SM. CMOrrtirrrn.
?�
Total (7440-47-3)
SM. topper. Told
X
(744D-5")
7M. Lead, Total
[713&92-1)
BM. M«cunr. Taal
(7430-87-6)
9M. Nickel, Total
x
(744D-432-o)
10161. Selamirn.
Total (778249-2)
11 M. Stmr, Total
(7440-22-4)
12M. Theliurn,
Total (7440-28-0)
13M. Zinc, Total
(744G-C")
14M. Cyanide,
Total (57-12-5)
15M. Phands.
rdal
DIOXIN
:.3,7,ftepa-
rhlororf
DESCRIBE RESULTS C
D' � S� PLES
i:liorut 75
,
J
3
{ 176FU7-6)
1-
PA Form 3510-2C (8-90) PAGE V-3 CONTINUE ON REVERSE

CO. �D FROM THE FRONT
N cp 0 )%13 S1
2. MARK -X'
3. EFFLUENT
4. UNITS
5. INTAKE (oM,wwo
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG-
e. LONG TERM
AND
a
p
c
a, MAXIMUM DAILY VALUE
(if --km c)
VALUE (+)uweiab(s)
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED
BELIEVED
d. NO. OF
e. CONCEN-
b. NO. OF
(1)
(1)
(r/avvdahle)
REQUIRED
PRESENT
1 ABSENT
CgpCENMATON
(2) MASS
CONCENTRATION
(2) MASS
C NCENTRATKN4
(2yk,A55
ANALYSFS
TRATION b. MASS
(1)
(--,NCENTRATION I2) MASS NALYSES
GC/MS FRACTION — VOLATILE COMPOUNDS
1V. Ac=Q-02-8)
(107112-8}
�4e
x
s,
I
(10
(,07.,3 -ili),)
a
3V. Benzene
2,0
!�
(71-43-21
4V. Ba (vhkm)
..r,h,t) Few
x
PRn
pp FD
r,*" 7111IF
C
u s T
(S42-e& 1)
5V. Brarnoiacm
X
C ?.o
`f
Q
(7-Is 2s2)
BV. carbon
TeVachkxWe
(W23-5)
!
7V. Chbrobm zene
radF bnxnop
!�
eV. Chkxoodune
y
(76-W-3)
A1711
1 oV. 2-Chlwo-
eO,�,>h FMw
x
< s o
/�
(110-7")
,1V.ordwrn
X
L 1.0
y
/�
(s7-66-3s3)
12V. Dichkxo-
bromvmetlune
(75-27-4)
13V. DwNmo-
arc
x
C 1,o
-2—
n5-7,-8)
IjklV
e0,atle (7534-3)
X
15V.12-Dkt*xo-
eauvw (, o743&2)
7(
4' 2 10
ISV. I. 14)K*IhNo-
ft"iene(75-354) I
L
17V. 1 24)Kh uro-
PmPane (7"7-5)
x
< x .a
Iv
,.3�rJroro
(op-D
"e"`
X
L 2. o
q
(5°°
(542-75-fi)
19V. EMO*nzerm
�(
Z.O
{1Dw1-4)
AIY/v
20V Merwo (74
Branx n4r-a}9)
X
L 7, o
Alf
Chloride Me"
Clrorde (7 7-a)
X
[ 2,O
/
EPA Form 3510-2C (8-90) PACE V-4 CONTINUE ON PAGE V-5

COA _D FROM PAGE V-1 N C p O V 3 COF,`
�s
2- MARK-X'
3. EFFLUENT
4. UNITS
5. INTAKE (ryu,•wr,7}
1- POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a_ LONG TERM
AND
a
b c
a. MAXIMUM DAILY VALUE
ICC)NCENTRATIONI
(f-udable)
VALUE (ya%wab4)
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED BELIEVED
d. NO. OF
a. CONCEW
b. NO. DF
(1)
(1)
(1)
(1)
(+! t Wable)
REQUIRED
PRESENT ABSENT
(2) MASS
CONCEWRATION
(2)M ASS
CONCENTRATION (2) MASS
ANALYSES
TRATION
b- "ASS
�-UNGt1HTRAT#UN
12) W45
YSE"
GCA% FRACTION -VOLATILE COMPOUNDS
22V. Mefiytene
2 �
I/
Chionds (75419-2)
X
•
23V. 1,1.2,2-
TeaadUoroathane
I
7a34-5
jj
21V. TetradiWro-
if
effr0c e(121-18-4)
Y,
L r
ff
25V. ToArem
C 2. a
!v
(1 as-$& 31
1(
!
26V. 1,2-Trans-
27V. 1.1,1-Trrhlpro-
y
y
ttww (71-&". )
"\
L 2.0
tea
eUrane (7&5 0G.r� )
29V Tnchkmo-
m (Taal-6)
1�
3W. TrK24wo-
,a�T,yrT�ll,.rk
�
L � • o
75�8-4
31V. VwiVi Chloride
(75-01-4)
GC/MS FRACTION -ACID COMPOUNDS
1A.J95-57-8) phend
fI
2A_ 2,4-E)Ktbro-
G IO,O
phenoi (I?G-W.%-2)
3A. 2,+Dwne1hyF
-
L /o. O
Lf
pnenoi (105-67-9)
4-52- 1-
K
[ 1 S,O
CresW (O
Greed (53+52-1)
5A. 2.44)wwo-
Se,O
ptwnd (51-28-5)
GA. 2-Nouptumd
(8&755)
7A_ 44*mptm,"
I1 OD,02-7)
BA. P-Chbro-M-
Cresai(5&5&7)
1
LIo.0
9A. do
K
pfiervW wl (87-(87.9&S)s)
I
1GA. Phrmd
`�
D
(to&es2)
I IA.2,1
X
<IV.O
hCrTrr
W-lz)
� ae-oa2)
EPA Form 3510-ZC (8-50) PAGE V-5 CONTINUE ON REVERSE

COI. - �D FROM THE F RONT
2. MARK'X
3. EFFLUENT
4. UNITS 5 INTAKE (.ywmwo/J
I.POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a LONGTERM
AND
A.
b
c
a MAXIMUM DNLY VALUE
W—albbk)
VALUE ((jc(mdaMe)
AVERAGE VALUE
CAS NUMBER
TESTING
BELIEVED
BELIEVED
d. NO. OF
at CONCEN- j1) b. NO. OF
(I)
(I)
—
frju,wlnMr}
REQUIRED
PRESENT
ABSENT
GOIICEhTIRATM
(2) MASS
CONCEWRATION
(2) W:SS
fANCENTRATION
{2) YASS
ANALYSES
TRATIOk b. MASS f,ONC.ENiRATK1IM M MA55 YSES
GCIMS FRACTION - BASE/NEUTRAL COMPOUNDS
le Acerrphmmir
X
(83-32-9)
2B. AcanaphfyWo
(208-w-e)
35. ArFftac ne
(120-12-7)
4B. Banzi*W
(92-87-5)
5B. Benno (a)
ArOwaccne
X
Gto. O
5&5& ) (56.55-3
ee. Benzu W)
Pyrew (50-32-8)
78. 3.4-Benno-
aw"Whem
z gyp_ 0
Z
�i1
(za5-9a2)
f
eB. Benzo (phi)
Palylene (191-24-2)
G/a, o
1
Boom(k) (
Fk
Fk,orarW,el,a
(207-W9)
10B- an (2 cm—
A
e(llnxr) 44edU E
116. Bn (2-( ar.—
rrm4 Enter
(111-4")
12B. Bd I:-
J
Elhm (102-8a1)
138. Bm (..I,mr
�,«nPh61 E
x
C!o,n
e�
Y
I
14B. 4.Bromoptwrgl
Ph"Evier
X
� to a
-
101-55.3)
(101-5
15B. " Benzyl
Pfthdefe (95-6a-7)
16B. 2-Ctdmo-
11ap11nta
��.
d,/f
(91-59-7)
17B. 4-ChWG-
pllenyl Pheny+ EVw
(7005-72-3)
18B.CIxy"na
(21"1-9)
f SO. Ddmnzo (u 6)
Anftwene
4� ��•
��
(53 70-3)
�,�
be
�
(9&5 -1
(9�i5Q,)
215- 1.3-Di.ch.oro.
benzem
(541-73-1)
EPA Form 3510-2C (6-90) PAGE V-6 CONTINUE ON PAGE V-7

COK _0 FROM THE FRONT
2. MARK'X'
3. EFFLUENT
4. UNITS 5. INTAKE
I'POLLUTANT
b. MAXIMUM 30 DAY VALUE
C. LONG TERM AVRG.
I
a. LONG TERM
AND
e
c
a. MAXIMUM DAILY VALUE
(Ifaloi"we)
VALUE (rfaw+AWe)
AVER&QoE VALUE
CAS NUMBER
TESTING
BELIEVED
BELIEVED
d. NO. OF
a. CONCEN- b. NO. OF
(T)
(1)
(}}
(.j wailahlr)
REQUIRED
PRESENT
ABSENT
CONCENWTION
(2) MSS
CONCENTRATION
12} S$
CONGENTRATgH {21 55
ANALYSES
TRATFON b. MASS CONCENT(IJA1ION r21 MASS NALYSES
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS
43B. N-Nho
30
Y
MB. PhenwAvene
L to, o
] ,r
(5"")
rTJ�
Pry
c rc.o
(129
(izs-oo-o)
468.,.2 �-TrF
wwobau ,e
(1Zo
GCMG FRACTION — PESTICIDES
1 P. Aldan
Q
/f
(309-OD.2)
2P. a-BHC
<
(31S4W6)
3P. "HC
4P. T-SHC
<
(Sr1-e9-9)
AS
5P. o-RHC
� So, O
l e
(319-8")
f
6P_ Ch wdane
(57-74-9)
7P. 4.4'-DOT
(50-29-3)
X
G Jo, aur
SP 4 4 DDE
J A
(72-559)
PIP!�I
9P.4.4'-DDO
(72-54-8)
19P. cwidm
(6o-57-1)
11P. a-Enonlllran
I�
(115-29-7)
12P. p.Endm*m
(115-29-7)
13P. Endospugan
01
(103, -07�)
(1
14P. E ndrin
(72.2")
X(
15P. ErdrinAbehyde
X
(7421-934)
16P.
(76I-8)4-8)
EPA Form 3510-2C (8-90) PAGE V-8 I CONTINUE ON PAGE V-9

2 owl ow3 8//
COA _D FROM PAGE V-6
2. MARK -X-
3. EFFLUENT
4. UNITS
5 INTAKE (ryr,.,,r f)
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a- LONGTERM
AND
a,
n
c
a. WX11RUM UA1LY VALUE
(lj—,uWsJ
VALUE (quwdah{e)
AVERAGE VALUE
CAS NUMBER
TFSTINi,
BEI IEVED
BELIEVED
d. NO. OF
L GONCEN-
f1) b. NO. OF
f11
(t)
[1j
(ej uwmlu/Jc )
REQUIRED'
PRESENT
ABSENT
CONCENTRATION
(2) MA55
CONCENTRATgN
(2) MASS
CONCr:NTRATION (2) MASS
ANALYSES
TRATION b. MASS
fCM10ENTRA TION I21 MASS LYSES
GC/MS FRACTION — SASEINEUTRAL COMPOUNDS (euwr�rr
nB. 1,44Dldypro-
X
<�•O
benrene(106.46-7)
I!
238. 3 3-DKN [o-
/v
24B. Diethyl
L lO, fi
PhowsWe (84-6S2)
256. Dane"
Ph111elete
L !o, o
(131 -11-3)
K
268. DiN-Bw"
/O. o
I�
PhMakft ("74.2)
278. 2,4-Drubo-
WAium (121-14-2)
L !0•
/
208. 2.6-DWATIo-
kAmrla (60&20.2)
298. 0v4i oa0
Pnu,arle (117-84-0)
306. 1,24)gbe 1yl.
hydeame (as Azo-
X
lL
/A
Damon) (122-6&r)
31 B, Humanttterte
4206.44 0)
x
410.0
326. Fluaraae
(es73-7)
Y,
410,0
33B, Hesadhivo-
benzene (118-74-1)
X
410,0
sae. HeluKhkxv-
X
butaoiene (87-68.3)
4 /b• 0
358. He 1 0-
cydupenbm2wwx
L/o,o
t77-47-4)
368 Hero-
ellu11c (67-72.1)
378, Indelw
(1.7.3
y
s
(i9339-5)&5►
388. lsoptmrotm
(78-59-1)
/
306. NaphWktww
(91-20-3)
409. Nambenzene
(G&M3)
f
41 B. N-Nilro-
(62-T5-9)
428. N-Nkmsodf
N-PrapyWlls�e
,c
%
!�
}.PA Form3510-2C (8,90) PAGE V_T CONTINUE ON REVERSE

EPA LD- NUMBER (calryf+cra luw ! of k• hrw () OUTFALL NUMBER
CONTINUED FROM PAGE V4 NC120YIO 3811 s
2. MARK -X
3. EFFLUENT
4. UNITS
S. INTAKE (yx. wrlj
1- POLLUTANT
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG,
a. LONG TERM
AND
a
b
c
MA)tlMUY DAjLY VALUE
�CC)
(rfa-ukWc)
VALUE (rl—a0wc)
AVERAGE VALUE
CAS NUMBER
TESTING
BEUEVED
BEUEVED(1)
d. NO- OF
a. CONCEN-
b. NO. Of
(1)
(1)
Ill
(rfuimluNe)
RFOUIRED
PRESENT
ABSENT
NCEHTRATlpii
(2)MASS
CONCENTRATION
(2)MASS
CONCENTRATION
(2)MASb
ANALYSES
TRATION
b.MASS
CONCENTRAW)N
(21 5
NALYSES
GC/MS FRACTION - PESTICIDES (�nr+rr+nrc�
17P. H"Hadtm
E
x
�.os
y/V
(1oz�s7-3)
13P. PrB-1242
(&3464.21-9)
!�
11097- 9-1)
(11097�i&1)
<
20P. PCB- 1221
<
/
(111D4-29-2)
r05
IQ
21P. PCB-1232
(11t41-16-5)
22P. PC&1248
K
(12672-2")
23P. PCB-1260
X
<
(1109"2-5)
1 Os
21P. PCB-1016
y
< OS
(12674-11-2)
.
25P. Tnsaphww
<, D S
(SMI-35-2)
lC
EPA Form 35113-2C (9-90) PAGE V-9 r

Attachment D

4'r
Stormwater Outfall Visual Inspection
Checklist for Outfall Visual Inspection
Salisbury Plant Outfall No:
A (Rec club lake)
13 (South West, close to intake structure)
C (South, sludge application site)
D (South, below #4 fuel oil tank)
5 (East, below anaerobicplant)
Note: Circle the outfall that is being inspected.
1. Location of Outfall:
2. Description of Outfall:
3. Outfall Type:
Pipe
Yes No
Open channel
Yes No
4. Conditions at Time o1 Visit
Date of Visit: 1 /
Time: AM/PM
Name oi'Observer:
Discharge Occurring: Yes
No
IfYes, Discharge: flow rate (estimated)
Any Color
Yes
No
Desc.:
Any Foam
Yes
No
Desc.:
Any Outfall Stains
Yes
No
Desc.:
Any Odor
Yes
No
Desc.:
Oil Shcen
Yes
No
Desc.:
Any Dry -Weather Flow
Yes
No Desc.:
Solids Present
Yes
No Desc.:
Other Observations:
Precipitation within last 48 hours:
Yes
No
Amount:
File: Outlitll Inspection.doc 12/08/09
Reference: Storm Water Pollution Prevention Plan

Stormwater Outfall Visual Inspection
Checklist of Outfall Visual Inspection
5. Possible Sources of Pollution and BMPs to Correct
6. Comments/Other Improvements:
7. Recommended SWPPP updates: (describe)
Signature:_
Date: 1
Signature:
Date:
Note: 2"d inspector is not necessary.
File: Outfall Inspection.doc 12/08/09
Reference: Storm Water Pollution Prevention Plan

Sa.. _.,ury Plant Tanks
Stormwater Tanks, Rev24.doc
Storm Water and Chemical Containment Audit
1. Inspection Conducted by:
2. Weather Conditions: Clear, Sunny or Rainy
Date:
Date:
Date:
3. Audit Questions: (record information in table below, column marked Inspection Questions)
A. Any signs of leaks or shell deterioration?
B. Any signs of leaking seals, valves, fittings?
C. Any damage in dikes, retaining walls or curbing?
D. Are the valves closed on all secondary containment?
E. Are the instructions for releasing storm water posted?
F. Any damage on foundation supports or pipe hangers?
G. Housekeeping area clean and free of debris or product?
H. Are drums stored properly?
1. Are all drums within containment area?
J. Is there oil sheen on the water in the containment area?
K. Are there any areas that are prone to erosion?
L. Are culverts, inlets, ditches and pipes free of blockage?
M. Are ditches or culverts free of product?
N. Are there any signs of spills that haven't been cleaned up?
O. Are there any signs of transformer oil leakage?
P. Are all tanks labeled? Note: Supplier labels should used where possible.
4. Maintenance request issued to correct problems by:
Name:
Date:
File: Stormwater Tanks, Rev24.doc Revised: 10/22/2008 Drawing: SFE-00-1234003

Storm Water Pollution Prevention Plan Salisbury, NC Plant
Effective Date: August 2005
Revision: 7
File: Salisbury Stormwater Certification
tiON-S'rOR.N1 WATER DISCHARGE ASSESSMENT AND CERTIFICATION
Outfall Directly
Date of
Observed During
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 Non -Storm water
Significant Sources
the Test or
site map)
Discharge
Evaluation
10/16/07
A
Dry Weather Observation
No Non -Storm Water Found
None
Plant \
4129/08
A
3 gpm
See SWPPP Inspection
Environmental
10/23/08
A
No Non -Storm Water Found
None
Engineer
5/&09
A
15 gpm
See SWPPP Inspection
10/22/09
A
2 gpm
See SWPPP Inspection
10/16/07
13
Dry Weather Observation
No Non -Storm water Found
None
Plant
4/29/08
B
No Non -Storm water Found
None
Environmental
10/23/08
B
No Non -Storm water Found
None
Engineer
5/6/09
B
No Non -Storm water Found
None
10/22/09
B
No Non -Storm water Found
None
10/16/07
C
Dry Weather Observation
No Non -Storm water Found
None
Plant
4/29/08
C
No Non -Storm water Found
None
Environmental
10/23/08
C
No Non -Storm water Found
None
Engineer
5/6/09
C
No Non -Storm water Found
None
10/22/09
C
No Non -Storm water Found
None
10/10/07
D
Dry Weather Observation
No Non -Storm water Found
None
Plant
4129/08
D
No Non -Storm water Found
None
Environmental
10/23/08
D
No Non -Storm water Found
None
Engineer
5/6/09
D
No Non -Storm water Found
None
10/22/09
D
No Non -Storm water Found
None
10/16/07
5
Dry Weather Observation
No Non -Storm water Found
None
Plant
4/29/08
5
No Non -Storm water Found
None
Environmental
10/23/08
5
No Non -Storm water Found
None
Engineer
516/09
5
No Non -Storm water Found
None
10/22/09'
5
No Non -Storm water Found
None
CERTIFICATION
I certify under penalty of taw that the outfall(s) covered by this application have been tested and/or evaluated for the presence of unpermitted non -storm water
discharges in accordance with Part I.A. I.a(5) of the plant's NPDES permit. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, no unpermined non -storm water is discharged to any storm water drainage system or oulfall(s). I am aware that there
are significant penalties for submitting false information, including the possibility offines and imprisonment for knowing violations.
A. Name & Title of Responsible Official• (type or print)
B. Area Code and Telephone No.
Donald M. Peterson, Site Manager
704-036-6000
C. Signature
D. Certification Date
Y ' `
10/27/09

Storm Water Pollution Prevention Plan Salisbury, NC Plant
Effective Date: August 2005
Revision: 7
File: Salisbury Stormwater Certification
NON-S'1'0R11 WA'I-EH DISCHARGE ASSESSIMENT AND CERTIFICATION
7.r.
outfall Directly
Observed During
Name of Person
the Test (identify
Method Used 10 Test or Evaluate
Describe Results from Test for the
Identify Potential
Who Conducted
Evaluation
as indicated on the
Discharge
Presence of Non -Storm water
Significant Sources
the Test or
site map)
Discharge
Evaluation
10/31/06
A
3 gpm
Sec SWPPP Inspection
Plant
4/17/07
A
3 gpm
See SWPPP Inspection
Environmental
10YI6107
A
No Non -Storm Water Found
See SWPPP Inspection
Engineer
4/29108
A
3 gpm
See SWPPP Inspection
10/23/08
A
No Non -Storm Water Found
None
10/3 U06
B
Dry Weather Observation
No Non -Storm water Found
None
Plant
4/17/07
B
2 gpm
See SWPPP Inspection
Environmental
10/16/07
13
No Non -Storm water Found
None
Fngineer
4129/08
B
" .
No Non -Storm water Found
None
10/23/08
13
No Nan -Storm water Found
None
10/31/06
C
Dry Weather Observation
No Non -Storm water Found
None
Plant
4/17/07
C
No Non -Storm water Found
None
Environmental
10/16/07
C
No Non -Storm water Found
None
Engineer
4/29/08
C
No Non -Storm water Found
None
10/23/08
C
No Non -Storm water Found
None
10/31/06
D
Dry Weather Observation
No Non -Storm water Found
None
Plant
4/17/07
D
No Non -Storm water Found
None
Environmental
10/16/07
D
No Non -Storm water Found
None
Engineer
4/29/08
D
No Non -Storm water Found
None
10/23/08
D
No Non -Storm water Found
None
1013ll06
5
Dry Weather Observation
No Non -Storm water Found
None
Plant
4/17107
5
No Non -Storm water Found
None
Environmental
10/16/07
5
No Non -Storm water Found
None
Engineer
4129/08
5
No Non -Storm water Found
None
10/23/08
5
No Non -Storm water Found
None
CERTIFICATION
I certify under penalty of law that the outfall(s) covered by this application have been tested and/or evaluated for the presence of unpermitted non -storm water
discharges in accordance with Part I.A.1.a(5) of the planes NPDES permit. Based on my inquiry of the person or persons who manage the system. orthose persons
directly responsible for gathering the information, no unpermitted non -storm water is discharged to any storm water drainage system or outfall(s). I am aware that there
are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations.
A. Name &'Dille of Responsible Official'. (type or print)
B. Area Code and Telephone No,
AnthonyBraneck , Site Manager
704-636-6000
C. Signature
D. Certification Date
��,1
11/3/08

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 During
Name of Person
Test or
the Test (identify
Method Used to Test or I -valuate
Describe Results from Test for the
Identify Potential
Who Conducted
Evaluation
as indicated on the
Discharge
Presence of Non -Storm water
Significant Sources
the Test or
site map)
Discharge
Evaluation
10/31/05
A
Dry Weather Observation
2 gpm
See SWPPP Inspection
Plant
4/20/06
A
20 gpm
See SWPPP Inspection
Environmental
10/31106
A
3 gpm
See SWPPP Inspection
Engineer
4117/07
A
3 gpm
See SWPPP Inspection
10/16/07
A
No Non -Storm Water Found
None
10/31/05
E3
Dry Weather Observation
No Non -Storm water Found
None
Plant
4/20/06
E3
2 gpm
See SWPPP Inspection
Environmental
10/31/06
E3
No Non -Storm water Found
Engineer
4/17107
8
No Non -Storm water Found
None
10/16/07
E3
No Non -Storm water Found
None
None
1W31.105
C
Dry Weather Observation
No Non -Storm water Found
None
Plant
4120106
C
No Non -Storm water Found
None
Environmental
10/3IJ06
C
No Non -Storm water Found
None
(Engineer
4/17107
C
No Non -Storm water Found
None
10/16/07
C
No Non -Storm water Found
None
10/31/05
D
Dry Weather Observation
No Non -Storm water Found
None
Plant
4/20/06
D
No Non -Storm water Found
None
(Environmental
10/31/06
D
No Non -Storm water Found
None
Engineer
4/17/07
D
No Non -Storm water Found
None
10/16/07
D
No Non -Storm water Found
None
10/31/05
5
Dry Weather Observation
No Non -Storm water Found
None
Plant
4/20106
5
No Non -Storm water Found
None
Environmental
10/31/06
5
No Non -Storm water Found
None
(Engineer
4/17/07
5
No Non -Storm water Found
None
10/16/07
5
No Non -Storm water Found
None
CERTIFICATION
nder penalty of law that the outfall(s) covered by this application have been tested and/or evaluated for the presence of unpermitted non -storm water
s in accordance with Part E.A. ].a(5) of the piant's NPDES permit Based on my inquiry of the person or persons who manage the system, or those persons
esponsible for gathering the information, no unpermitted non -storm water is discharged to any storm water drainage system or outfall(s). I am aware that there
icant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations.
[Anthony
& Title of Responsible Officiak (type or print)
B. Area Code and Telephone No.
Braneck , Site Mana er
704-636-6000
urje
D. Certification Date
'
I1/30107
i�

I NVI STAN
Storm Water Pollution Prevention Plan
File: SWPPP, Annual Certification, Rev LDOC
Salisbury, NC Plant
Effective Date: August 2005
Note: This ver1l lic•atiun is ncredefl rrrrr+11alll• after the last outlall audit has heen r•unduc leit Rr(Jilr• to the lrurdc• ql r ol'the
5'lI Pl'1' I r,{rrrr d for rubies sol'the actual cerlilietlfiorr.
NON -STORM WATER DISCHARGE ASSESSMENT AND CERTIFICATION
f7�Tcst:�orc
Oulfall Directly
bserved During the
Person Who
'I'cst (identify as
Method Used to 'Pest or Fvaluate
Describe Results from "Pest for the
Identity Potential
Conducted the
Evaluation
indicated on the site
Discharge
Presence of Non -Storm water
Significant Sources
Test or Evaluation
map)
Discharge
4/1 1/05
A
Dry Weather Observation
20 gpm (spring fed)
See SWPPP Inspection
Plant
10/31/05
2 gpm (spring fed)
See SWPPP Inspection
Environmental
4/20/06
20 gpm (spring fed)
See SWPPP Inspection
Engineer
1W31106
3 gpm (spring fed)
See SWPPP Inspection
4/17107
3 gpm (spring fed
See SWPPP Inspection
4/11105 iB
Dry Weather Observation
I gpm
See SWPPP Inspection
Plant
10/31/05
No Non -Storm Water found
None
[environmental
4/20/06
2 gpm
See SWPPP Inspection
Engineer
10/31 /06
No Non -Storm Water Found
None
4/17/07
No Nan -Storm Water Found
11105
C
Dry Weather Observation
No Non -Storm Water Found
None
Plant
/31/05
No Nun -Storm Water Found
None
Environmental
4120100
No Non -Storm Water Found
None
lengincer
10/31/06
No Non -Storm Water Found
None
4/17/07
No Non -Storm Water Found
None
4/11/05
D
Dry Weather Observation
No Non -Storm Water Found
None
Plant
10/31/05
No Non -Storm Water Found
None
Environmental
4/20/06
No Non -Storm Water Found
None
Engineer
10/31/06
No Non -Storm Water Found
None
4/17/07
No Non -Storm Water Found
None
411 1/05
5
Dry Weather Observation
No Nan -Storm Water Found
None
Plant
10/31/05
No Non -Storm Water Found
None
Environmental
4120/06
No Non -Storm Water Found
None
Engineer
10/31/06
No Non -Storm Water Found
None
4117/07
No Non -Storm Water Found
None
CERTIFICATION
1 certify under penalty of law that the outfall(s) covered by this application have been tested and/or evaluated for the presence of unpermilted non -storm water discharges
in accordance with Part I.A.I .a(5) of the plant's NPDES permit. Based on my inquiry of the person or persons who manage the system, or those persons directly
respunsihle for gathering the information, no unpermitted non -storm water is discharged to any storm water drainage system or outfall(s). I am aware that there arc
significant penalties for submitting false information, including the possibility of lines and imprisonment for knowing violations.
A. Name & Title of Responsible Official: (type or print)
B. Area Code and 'Telephone No.
ANTHOAI,t BRAA1649 ` S1 T£ MANAG•r P
-Jo�f-E,3E_ k_,061'
C. Signature
D. CCer�tification Date
1 L-Ae
Page 3

I
O INVISTA"
Storm Water Pollution Prevention Plan
Effective Date: August 2005
Revision: 6
File: 7750 Stormwater Pollution Prevention Plan 2005
Salisbury, NC Plant
UGUST UPDATE2I.DOC
NON -STORM WATER DISCHARGE ASSESSMENT AND CERTIFICATION
Outfall Directly
Date of
Observed During the
Name of Person
Test or
'Pest (identify as
Method Used to Test or Evaluate
Describe Results from Test for the
Identify
Who Conducted
Evaluation
indicated on the site
Discharge
Presence of Non -Storm water Discharge
Potential
the "Pest or
map)
Significant
Evaluation
Sources
4123/02
A
Dry Weather Observation
No Non -Storm water Found
Plant
10/22/02
A
100 gpm
See Section 2
Environmental
10/20/03
A
5 gpm
See Section 2
Engineer
4/20/04
A
Non -Storm water Found
See Section 2
10/15/04
A
Non -Storm water Found
See Section 2
4111/05
A
Non -Storm water Found
See Section 2
4/23102
B
Dry Weather Observation
No Non -Storm water Found
Plant
10/22/02
B
No Non -Storm water Found
Environmental
10/20/03
13
5 gpm
See Section 2
Engineer
4/20104
B
No Non -Storm water Found
10/15/04
B
No Non -Storm water Found
4/1 1105
B
Non -Storm water Found
See Section 2
1/23/02
C
Dry Weather Observation
No Non -Storm water Found
Plant
10/22l02
C
No Non -Storm water Found
Environmental
10/20/03
C
No Non -Storm water Found
Engineer
4/20104
C
No Non -Storm water Found
10/15/04
C
No Non -Storm water Found
4/1 1t05
C
No Non -Storm water Found
4/23102
D
Dry Weather Observation
No Non -Storm water Found
Plant
10/22/02
D
Non -Storm water Found
Sec Section 2
Environmental
101 OM
D
No Non -Storm water Found
Engineer
4/20/04
D
No Non -Storm water Found
10/1904
D
1._ Non -Storm water Found
See Section 2
4/1 1t05
D
No Non -Storm water Found
4/23/02
5
Dry Weather Observation
No Non -Storm water Found
Plant
10/22/02
5
Non -Storm water— low flow
See Section 2
Environmental
10/20/03
5
No Non -Storm water Found
Engineer
4/20104
5
No Non -Storm water Found
10/15/04
5
No Non -Storm water Found
4111105
5
No Non -Storm water Found
CERTIFICATION
I certify under penalty of law that the oulfall(s) covered by this application have been tested and/or evaluated for the presence of unpermitted non -storm water discharges
in accordance with Part I.A.1 .a(5) of the plant's NPDES permit. rased on my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, no unpermitted non -storm water is discharged to any storm water drainage system or outfall(s). I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations.
A. Name & Title of Responsible Official: (type or print)
B. Area Code and Telephone No.
j7�l7lir`N L1tr� SC..��row` tcill7t)�
7eySL...�,0[?!t
Signature
D. Certification Date
y
.'r>'
In
Page 7

Attachment E

Performance Fibers Operations Salisbury, NC Plant
Storm Water Pollution Prevention Plan
Effective Date: August 2005 Revision Date: 12/1/2009
Revision: 7
File: Stormwater Pollution Prevention Plan.DOC
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 andior 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 Summate 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-I. 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 terephthalic acid are the most significant items that arrive at the facility by rail.
Page 20

Performance Fibers Operations Salisbury, NC Plant
Storm Water Pollution Prevention Plan
I ffective Date: August 2005 Revision Date: 12/1/2009
Revision: 7
File: Stormwater Pollution Prevention Plan.DOC
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 corner 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 Corner of Main
Production Building
Gasoline
Fuel 'tank Northeast of Building S
Diesel Fuel
Page 2 1

Performance Fibers Operations Salisbury, NC Plant
Storm Water Pollution Prevention Plan
Effective Date: August 2005 Revision Date: 12/1/2009
Revision: 7
Pile: Stormwater Pollution Prevention Plan.DOC
Table 7-1
Summary of Potential Pollutant Sources
Continued
Silos North of Main Production Building
Chip and Staple
Silos South of Main Production Building
Chip and Sta le
South Side of Building J
Chip and Staple
North. East and South Sides of Building P
Chip and Staple
Areas Near the Cooling Towers
Sodium Hypochlorite, Belz 35-K, Betz C-74,
Betz C-31, Betz Foam Trol
South Side of "tank 94
Sodium Hydroxide
Ethylene Oxide Facilit - shutdown IQ'96
NIA
GRU Facility
Glycol
GRUB Unloading Facility Near Southeast Corner of
Building H
Glycol
South End of the Large Recreation Pond
Fuel Oil
Near Tank 93 on the South Side of Buildin g 'I'
Waste Oil
South and Bast Sides of TA Silos Near the Main Corridor
Tere luhalic Acid, Adi is Acid
North Side of'I'anks 29, 30 and 31
Betz 5 l l 1, Betz 463, Betz Sulfite 3
Near Tanks 56, 57 and 58 South of GRU Facility
"PE" Water( I percent Ethylene GI ycol)
North, West and East Sides of Building S
Chemicals Listed in Appendix 1)
North and South Sides of Tanks 18-21 on the East Side of
Building G
Dowtherm, Ethylene Glycol
Adjacent to Tanks 22, 105 and 106 at the Northeast
Corner of Building K
Dow -therm, TEG and
Therminol
Near the Chemical Tanks at the Process Water Treatment
Plant
Sodium I-lypochlorite, Sodium Hydroxide
Near the Chemical Tanks at the Wastewater Treatment
Plant
Betz 1 192
East Side of the Raw Water Pond
Betz 1 192
Rail Loading and Unloading Facilities
Fast Side of GRU Facility
Ethylene Glycol. Dieth ylene Glycol
TA Unloading Building Near the Southeast Corner of
Building S
Terepltthalic Acid
East Side ol'Buildin g P
Chip, Staple, Dieth lene Glycol
Covered Dock Northeast of Building P
Waste Chip, Fiber, Staple, Filament
Outdoor Storage and Process Areas
Pipe Coating Area
Sand Blast Material, Epoxy Coatings
Equipment Such as Boilers, Reboilers, Pumps and Piping
aloe� the East Side of the Main Production Buildin 1
Dowtherm
Drum Storage on Fast Side ol'K-17
Waste Oil, Finish Waste
Hazardous Waste Drum Storage
Paint Waste, OCP Waste, OCC Waste,
Kolene Waste, Acid Waste, Alkaline Waste
Drum Storage Near Southwest Corner of Building S
Perchlorocth lene. Ethyl Alcohol, Solvents
Drum Storage South oi' Buildin g T
PCB (capacitors & ballasts
Non-I-lazardous Waste Drum Storage Area South of
Building P
Textile Lubricants, Beaming Finish Waste,
Waste Finish, TA, Glycol, Fuel Oil, K-14 and
K-15 Paste, B-roll Exhaust Sludge, Beam
Cleaning Sludge, Adipic Acid, Cooling Water
Stud Ic, Salt, Perchloroeth lene, Kolene
Drum Storage on East Side of Building G
Hydrochloric Acid, Tetramethylanunonium
Page 22

Performance Fibers Operations Salisbury, NC Plant
Storm Water Pollution Prevention Plan
Effective Date: August 2005 Revision Date: 12/1/2009
Revision: 7
File: Stornnvater Pollution Prevention Plan.DOC
Hydroxide, Albright TMP, SIDE-40, Ethylene
Glycol, Rezol T-279, Oil, Acetic Acid, Oxa-
hos hoar l kolester, Choline Base
Silos East of the Main Corridor
Tere hthalic Acid, Adi is Acid
Silos North and South of the Main Production Building
Chip and Staple
Dust or Particulate Generating Processes
Silos North of Main Production Building
Chip, Staple
Silos South of Main Production Building
Chip, Staple
Silos East of Main Production Building Near Main
Corridor
Terepltthalic Acid, Adipic Acid
Throughout the Area East ol'the Main Production Facility
(West of the Railroad "tracks)
Chip, Staple
Vehicle Maintenance and Fueling Areas
Southwest Corner of Main Production Building
Gasoline, Oil and Grease
Northeast of E3uildin� S
Diesel Fuel
Southwest Corner 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 tine potential pollutant sources listed in "fable 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".
7.1.2.1 Truck and Rail Loadinp_ and Unloadi
Alternatives for reducing exposure of loading and unloading activities to storm water include:
* 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 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 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.
Page 23

Performance✓ Fibers Operations Salisbury, NC Plant
Storm Water Pollution Prevention Plan
Effective Date: August 2005 Revision Date: 12/1/2009
Revision: 7
File: Stormwater Pollution Prevention Plan.DOC
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 ol'a spill.
7.1.2.2 Outdoor Storatie and Process Areas
Alternatives for reducing exposure of outdoor storage and process areas to storm water include:
* Storing materials inside buildings or in covered tanks where possible
* Labeling storage tanks and drums
* 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
Page 24

Performance Fibers Operations Salisbury, NC'Plant
Storm Water Pollution Prevention Plan
Effective Date: August 2005 Revision Date: 12/1/2009
Revision: 7
i
File: Stormwater Pollution Prevention Plan.DOC
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 FuelinL- 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 ofa 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 rioted 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.
7.2 Best Management Practices
The permit requires that industrial facilities describe storm water BMI's which are currently in place or will be
implemented as part of the SWPPP. BMPs prevent, minimize, and mitigate pollution resulting from activities at
industrial facilities which could potentially affect storm water leaving the site. If the BM measure is a physical or
constructed device such as a curb, dike, or basin, it is considered "structural". Other "nonstructural" BMPs can
consist of procedures, activities, practices, inspection schedules, and other management options which contribute to
minimizing storm water pollution potential. BMPs vary in their effectiveness and implementation cost.
Page 25

Performance Fibers Operations Salisbury, NC Plant
Storm Water Pollution Prevention Plan
Effective Date: August 2005 Revision Date: 12/ 1 /2009
Revision: 7
Pile: Stormwater Pollution Prevention Plan.DOC
The Salisbury facility currently has many mechanisms in place to minimize the exposure of materials to storm
water. This section serves two purposes:
* To list and describe both baseline (general) and specific BMPs which already are part of plant operating
procedures.
* To identify additional measures that may be implemented in the future.
BMPs can be classified as baseline, site -specific, or activity specific. Baseline BMPs generally are relatively
simple and inexpensive and can be applied to all areas and activities at the facility. A number of baseline measures
are already in place at the Salisbury plant to address issues such as product loss prevention, accident and fire
prevention, worker health and safety, or compliance with other environmental regulations. Where baseline 13MI's
do not provide adequate control of storm water pollution sources, more advanced or site- or activity -specific BMPs
have been instituted. I3aseline BMI's employed at the Salisbury plant are discussed below.
7.2.1 Baseline HMPs
Fright baseline BMPs are listed by El'A in "Storm water Management for Industrial Activities" as the
minimum recommended level of control of storm water contamination:
* Good housekeeping
* Preventive maintenance
* Spill prevention and response procedures
* Inspections
* Employee training
* Record keeping and internal reporting procedures.
* Sediment and erosion control
* Management of runoff
Each of the above baseline BMPs are discussed below. Much of the discussion is taken directly from
ETA's guidance document entitled "Storm water Management for Industrial Activities" (1992).
7.2.1.1 Good Housekeepint?
Wh . Good housekeeping results in clean, orderly, organized work areas and material or
chemical storage areas, and contributes to preventing mishandling of materials and accidental
spills. Good housekeeping also inherently enhances safety.
What: Salisbury employees are trained to practice good housekeeping techniques. Floors are
kept clean and dry. Trash is removed regularly and equipment is kept in designated locations.
Employees watch for and clean up spilled solids or liquids. Employees are trained in spill
prevention, response, and control. Routine housekeeping inspections are conducted and
documented.
7.2.1.2 Preventative Maintenance
Why: Preventative maintenance is necessary to maintain continuous and efficient plant
operations. Often, deficiencies with equipment, machinery, and materials can be identified early
and corrected before costly (and sometimes environmentally threatening) damage occurs.
What: Preventative maintenance procedures to identify potential problems with equipment,
machinery and systems at the Salisbury plant are established. Major equipment is inspected
regularly. Inspections include checking for cracks or slow leaks, which could eventually lead to
breakdowns or failures.
Page 26

Performance Fibers Operations Salisbury, NC Plant
Stone Water Pollution Prevention Plan
Effective Date: August 2005 Revision Date: 12/1/2009
Revision: 7
File: Stormwater Pollution Prevention Plan.DOC
7.2.1.3 Spill Prevention and Response
Why: Avoiding spills and leaks is much easier and less costly than mitigating them after they
occur. Effective housekeeping, preventative maintenance and safety measures can minimize
spills.
What: The Salisbury plant maintains a comprehensive SPCC Plan for the facility. The plan lists
potential sources of oil leaks or chemical spills. The plan also shows locations of storage tanks
at the facility. The goal is to provide a contingency plan for instances where a spill is not
contained within secondary containment structures. The plan details procedures to be followed
in the event of a spill or equipment failure, which results in materials being released to the
working area, or to the outside environment. The procedures call for notifying appropriate
persons which may include State and Federal Regulatory Agencies.
7.2.1.4 Inspections
Why: "Preventing pollution of storm water runoff ... requires good housekeeping in areas where
materials are handled, stored, or transferred, and preventative maintenance of process equipment
and systems" (EPA, 1992). Regular visual inspections are a means to ensure that the elements of
the SWPPP are working properly and that preventative measures are being followed.
What. Routine visual inspections are not rneant to be a comprehensive evaluation of the entire
storm water pollution prevention program. Rather, they are meant to be a routine review of the
facility to identify conditions, which contaminate storm water runoff with pollutants from the
facility. A comprehensive review will be performed as part of the semi-annual Comprehensive
Site Compliance Evaluation (CSCE), a term borrowed from EPA's guidance document entitled
"Storm water Management for Industrial Activities" (1992). "These non-CSCE routine
inspections are not documented, but are performed routinely as part of daily good operating
practices.
Site inspection is an integral part of the Comprehensive Site Compliance Evaluation that will be
conducted semi-annually in accordance with Part I.B.3 of the plant's NPDES permit. It is the
basis for evaluating the effectiveness of the SWPPP and establishing objectives for modifications
to the SWPPP if it is not effective.
As part of the CSCE, each outlall covered tinder the permit and the outfall's drainage area will be
inspected semi-annually. The semi-annual inspections must take place in the spring (April -June)
and fall (September - November). The objectives of the inspection for each outfall include the
following:
* Detecting potential or actual storm water contamination
* Locating the source(s) or cause(s) of the contamination
* Examination of plant equipment and systems to identify preventative
maintenance items
* Examination of storm water conveyances and controls
* Identifying modifications needed to the SWPPP or standard operating
procedures (SOPS) to reduce pollution
Inspection checklists used for the Comprehensive Site Compliance Evaluation are maintained in
Microsoft Public Folders as:
File: Outfall Inspection.doc
Page 27

Performance Fibers Operations Salisbury, NC Plant
Storm Water Pollution Prevention Plan
Effective Date: August 2005 Revision Date: 12/1/2009
Revision: 7
File: Stormwater Pollution Prevention Plan.DOC
File: Tanks.doc
These checklists provide a documentation method for the inspector to use in meeting inspection
objectives. Part I.B.l of the plant's NI -IDES permit requires that the SWPPP be reviewed and
updated annually. Inspection checklists can provide a means of assessing the effectiveness of the
SWPPP and the need for changes. The plant's Environmental Health and Safely department is
responsible for revisions to the SWPPP.
'file Outfall Inpection.doc provides a checklist to be used for inspection of' individual outfalls.
Inspections of specific storm water pollutant source areas may be required based on the presence
of pollutants in the storm water discharge.
The Tanks.doc can be used to document the inspection of source -specific areas. Compliance in
this sense means compliance with the SWPPP (i.e., are the elements of the plan being enforced).
Tanks.doc should be used as a comprehensive site inspection checklist.
Copies of the inspection checklist (blank forms) will be kept in Appendix H. Copies of the
completed inspection forms will be kept in the Environmental office for review by the Storm
Water Pollution Prevention Team.
7.2.1.5 Employee Training
The plant's on -going employee training program addresses storm water pollution prevention.
Specific training includes:
* Identifying potential spill areas
* Reporting spills to appropriate individuals
* Material handling procedures and storage requirements
* Work area upkeep (sweeping, vacuuming)
* Spill clean up
7.2.1.6 Record Kceninz and Internal Reporting Procedures
Descriptions of incidents such as spills or other discharges, along with other information
describing the quality and quantity of storm water discharges are being maintained. In addition,
inspections and maintenance activities are documented and records of such activities are
maintained for plant storm water impoundment, conveyance, diversion, and control facilities.
Records of storm water sampling data are maintained in the EI-IKS Environmental Files.
7.2.1.7 Sediment and Erosion Control
Construction and other activities at industrial facilities have the potential for degrading protective
vegetative layers, which can render the soil more prone to wind, and runoff erosion. Soil erosion
can contribute significant suspended solids loads to storm water.
Sediment and erosion control practices at the Salisbury plant are implemented on portions of the
facility where they are applicable. The process area of the facility essentially is impervious and
is therefore not susceptible to erosion. Facility areas where erosion and sediment must be
controlled include the WWTP, areas beside the railroad tracks, storm water outfall ditches,
swales, grassed areas, undeveloped areas, and recreation pond areas.
Page 29

Performance Fibers Operations Salisbury, NC Plant
Storm Water Pollution Prevention Plan
Effective Date: August 2005 Revision Date: 12/1/2009
Revision: 7
File: Stormwater Pollution Prevention Plan.DOC
7.2.1.8 Runoff Management
Traditional storm water management techniques are used to divert, treat, infiltrate, retain, detain,
and reuse storm water. These techniques have the potential to be used at the plant to mitigate
storm water pollution. Divert, retain, and treat methods are already being employed as part ol'
the plant's Storm Interceptor System (SIS) to divert and treat contaminated storm water.
7.2.2 Activity. Specific BMPs
Elements ol'some production activities are inherently prone to contaminating storm water. 13MPs for
those activities can be applied specifically to those activities. Activity specific BMPs are summarized
below.
7.2.2.1 Loading_and Unloading
The following practices reduce the potential for contamination of storm water associated with
loading and unloading activities from trucks and rail cars.
Floses and quick -connect fittings to be kept within containment areas.
Rolled curb containment to be provided around truck loading and unloading
areas.
Drip pans to be added to those rail liquid loading and unloading facilities
where they are not currently provided.
7.2.2.2 Material Storage
The following material storage practices will reduce the potential for contamination ol'storm
water:
* Quick connect fittings to be located within containment areas.
* Containment drain procedures will be followed (see "Secondary Containment."
above).
* Materials to be stored only in appropriate or covered areas.
* Drum contents to be clearly labeled.
* Drums to be kept away from high traffic areas and to be kept only in
appropriate storage areas.
* Drain valves to be locked and operating instructions to be posted.
7.2.2.3 Construction
The following construction area practices reduce the potential for storm water contamination:
Devices such as silt fences, check dams, and riprap lining required by
construction erosion and sediment control plans to be maintained.
Construction materials to be kept in appropriate covered and contained areas.
Contractors to be informed of the goals of the Storm water Pollution
Prevention Plan.
7.2.3 Site Specific 13MPs
Certain BVIPs are applicable only to particular locations. Those BMPs, which are unique to an area, are
Site Specific BMPs. Site Specific BMPs are summarized below.
Page 29

Performance Fibers Operations Salisbury, NC Plant
Storm Water Pollution Prevention Plan
Effective Date: August 2005 Revision Date: 12I112009
Revision: 7
File: Stornnvater Pollution Prevention Plan.DOC
Riprap will be maintained along erosion prone areas. These devices also will be
maintained around and along the drainage ditches at the base of the hills from the west
and south parking lots.
Vegetation or other erosion control to be established along the drainage creek from
Outfall A to the Recreation Ponds.
Rip rap to be added to the culvert discharge at the base of the hill from the south
parking lot and the culvert outlet to the branch of the creek east of Outfall A.
7.3 Implementation Schedule
Table 7-6 includes a description ofstorm water management controls judged appropriate by the Storm water
Pollution Prevention Team, and a schedule for implementation ofthe controls al the Salisbury plant.
Table 7-6
BMP Implementation Schedule
BMP
Action
Deadline
Good housekeeping
Incorporate Storm water Pollution Prevention
On -going
Awareness and Tools Into Good
Housekeeping Procedures for All Areas of
Plant
Provide Training in Good Housekeeping
At Initial Hire and Periodically
Practices to All Em Io gees
Thereafter
Preventive Maintenance
Maintain a Preventive Maintenance Program
On -going
Designed to Reduce Risk of Storm water
Contamination
Inspection of Storm water Controls and
Semi -Annually
Conveyance Systems
Visual Inspection of Outdoor Equipment
Semi -Annual)
COMBINE THESE TABLES IF PACING WORKS OUTTHAT WAY ON FINAL PRINT
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 Thereafer
Those Involved in Manufacturing,
Maintenance and Utilitv Activities)
Inspections Improve Current Inspection Procedures I On -going
Related to Storm water Pollution Prevention 4
Conduct Serni-Annual Comprehensive Site Semi -Annually
Compliance Evaluations (Including Outfall
Visual Inspection)
Page 30

Performance Fibers Operations
Storm Water Pollution Prevention Plan
Effective Date: August 2005
Revision: 7
File: Stormwater Pollution Prevention Plan.DOC
Salisbury, NC Plant
Revision Date: 12I112009
Based on Inspection Results, Modify SWPPP
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 Pro ram
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 S ecific BMPs
See "Best Management Practices"
On- oin

Attachment F

Salisbury Plant Tanks
Stormwater Tanks. Rev24.doc
SECTION
NO.
SPCC
Impact (Yes
Capacity
p
Inspection
Inspection Comments
\1:1P REF
NO
LOCATION
(Emergency
or No)
Qty.
�IATER4�l.
STORED
TYPE OF TANK
CO\ I'AINNIEN"1
Questions
(use separate sheet ofpaper if
Response
P--process
(C:+yl)
J=OK
necessary)
Areas)
equip
1-2,3
T-Building
3.4-A
Y
3
I50,000
Previously No. 2 Fuel
Above Ground
Concrete Dike 21
NIA
Empty
-
ail
5
TA Shed - North
3-2-C
Y
I
2-000
Diesel Fuel
Above Ground
Concrete Dike 24
J
6
T-Building
3-3-B
Y
1
200
No. 2 Diesel Fuel
Above Ground
Concrete Dike 49
Firewater Retention
R
Y
2
300
No. 2 Diesel hues
Above Ground
Dike and Firewater
-8
Lake
Retention Lake
9
Y-Staple Warehouse
4-1
Y
l
2,500
Unleaded Gasoline
Underground
Interstitial monitoring
J
10
T-Building
3-3-B
N
l
1.000
llydrex 2239
Above ground
SIS'/Concrete Dike 19
J
I I
P-Building
P
N
1
500
EMPTY
Above ground
Concrete Dike 30
N/A
Empty
12
P-Building
P
N
1
560
EMPTY
Above ground
Concrete Dike 30
N/A
Empty
13
PWP
3-3-E
N
1
2.000
Sodium H}pochlorite
Above ground
Concrete Dike 31
J
(15%)
15, 17
PWP
3-3-E
N
2
6,000
EMPTY
Above ground
Concrete Dike 31
N/A
Empty
14.16
PWP
3-3•L-
N
2
6,000
50%Sodium
Hydroxide
Above ground
Concrete Dike 31
J
Tanks now empty— CONTAIN I11:F.1-
18
K Building
3.2
Y
1
10,000
Virgin Dowtherm A
Above ground
Concrete Dike 28
J
19. 20, 21
K Building
3-2
Y
3
5,000
Dowtherm A
Above Ground
Concrete Dike 29
J
i9=DRU Tank, 20=Dow- Op. Tank,
b
2I=Dow Recycle Tank
22
K Building
3-2
Y
l
5,000
Dow -therm A
Above ground
Concrete Dike 39
J
23
♦; Building
3-2
Y
l
5,000
Dow -therm G
Above Around
Concrete Dike 39
24
K Building
3-2
N
1
7,250
Therminol Drain
Above ground
Concrete Dike 41
J
25 (co'
I I Building
located with
4-3
Y
1
200
Do -therm A (Clean)
Above ground
Concrete Dike 38
N/A
Empty
28.128)
(Heteroftl)
26
PWP
3-3-E
N
1
000
EMPTY
Above ground
SIS'IConcrete Dike 31
N/A
Empty
28
H Building (l leterofil)
4-3
N
1
300
Dowthetm A (Dirt))
Above ground
SIS•/Concrete Dike 38
NIA
Empty
29
H Building
3-3
N
I
IA0
Hydrex 1109
Above ground
SIS"/Concrete Dike 18
J
File: Stortnwater Tan ks, Rev24.doc Revised:10/22/2008 Drawing: SFE-00-1234003

Salisbury Plant Tanks
Stormwater Tanks, Rev24.doc
SEC/ -ION
NO.
SPCC
Impact (Yes
Capacity
Inspection
Inspection Comments
1fAP REF
10.
LOCATION
(Emergency
or No)
Qty.
MATERIAL
STORED
TYPE OF TANK
CONTAINMENT
Questions
p use separate sheet of r if
Response
[--process
(GAL)
necessary 1
Areas)
equip
30
H Building
3-3
N
1
2.000
Hydrex 1235
Above ground
SIS*/Concrete Dike 18
31
H Buildings
3-3
N
1
560
Hydrex 1603
Above ground
SIS*/Concrete Dike 18
32
C'oaling Towers 1-5
3-4-A
N
l
1.500
Sodium Hypochlorile(15%)
Above ground
SIS !Concrete Dike 23
,r<
33
Cooling Towers 1-5
34-A
N
1
2.000
Hydrex 2254
Above ground
SIS*!Concrete Dike 54
34
Cooling Towers 6-7
3-4-A
N
1
1,500
Sodium Hypochlorite
Above ground
SIS*/Concrete Dike 1 I
NA
Out or Service — Empty & rinsed
35
Cooling Towers 6-7
34-A
N
1
2.000
Flogard MS6210
Above ground
SiS*/Concrete Dike 37
NA
Out ol'Service — Empty & rinsed
36
Cooling Towers 8-10
34
N
1
1.500
Sodium Hypochlorite
Above ground
SIS*/Concrete Dike 9
(15%)
37
Cooling Towers 8-10
34
N
1
2-000
Hydrex 2254
Above ground
SIS*/Concrete Dike 9
38, 39, 40.
41- 42. 44.
GRU Tank Farm
3-3-F
N
7
36,000
Crude Ethylene
f
Above Ground
SIS*/Concrete walls 4
/
38=C4. 39=C5. 40=C6. 4l=C3. 42=C2.
48
Glycol
44=C848=C1
43, 45, 46.
GRU Tank Farm
3-3-E
N
4
36.000
Recovered Ethylene
Aboveground
SIS*/Concrete walls 4
43=R5. 45=R2. 46=R3. 47=R4
47
Glycol
49
GRU Tank Farm
3-3-E
N
I
150.000
Crude Ethylene
Above Ground
SIS*/Concrete walls 4
J
Glycol
50
GRU Tank Farm
3-3-E
N
1
150,000
Recovered Ethylene
Above Ground
SIS*/Concrete walls 5
J
Glycol
Virgin Ethylene
SIS*/Concrete walls
51,52
GRU Tank Farm
3-3-E
N
2
150,000
Glycol
Above ground
5 & 6
53
GRU
3-3-l'
N
1
2,000
Diethylene Glycol
Above ground
SIS*/Concrete Dike 2
54- 55
P Bldg Yard
P
N
2
15,000
Diethylene Glycol
Above ground
SIS*/Concrete Dike
57.58
GRIJ
34-D
N
3
24,000
Glycol
Above ground
SIS*/Concrete Dike
$9: 3-2
36.000
SIS*/Concrete Dike
59,61
H&K fast Yard
N
2
(Limited to
Ethylene Glycol
Above ground
61: 3.4
10.000)
7 & 8
J
62
Cooling Towers 1-5
34-A
N
1
1,000
Hydrex 2159
Above ground
SIS*/Concrete Dike 54
File: Stormwater Tanks, Rev24.doc Revised: 10/22/2008 Drawing: SFE-00-1234003

Salisbury Plant Tanks
Stormwater Tanks, Rev24.doc
SECTION
NO.
SPCC
Impact (Ves
Inspection
Inspection Comments
►1AP REF
LOCATION
(Emergency
or No )
Qh'
Capacity
p
MATERIAL
T�'PFOFTAN IC
CONTAINMENT
Questions
(use separate sheet of paper if
No.
Response
P=process
(GAL
STORED
J=Oh
necasan 1
Areas)
equip
63
Cooling 3'nwers 1-5
3-4-A
N
1
1.000
EMPTY (was
Above ground
SIS*!Concrete Dike 54
NIA
Empty
Spectrus NX1 100)
64
Cooling ToNr ers 8-10
34
N
1
1.625
Spectrus OX 1201
Above ground
SIS*!Concrete Dike 9
NA
Out of Service — limptied & rinsed
66
Cooling Towers 6-7
34-A
N
1
1,000
Depositrol PY5200
Above ground
SIS*/Concrete Dike 12
NA
Out of Service — I-mptied & rinsed
68
Cooling Towers 6-7
34-A
N
1
l 000
Betz Inhibitor
Above ground
SIS*/Concrete Dike 12
NA
Out of Service — Emptied & rinsed
AZ8104
69
K Buildings
3-2
N
1
2.000
Do"theirm A / N.
Above ground
SIS*/ No Dike
Expansion Tank
70
K Building
3-2
N
1
2,000
Dowtherm A /
S. Expansion Tank
Above ground
SIS*/ No Dike
J
71
11 Building
3-3
N
1
2 000
Do%%Iherm A ! N.
Above ground
SIS*1 No Dike
XX
Out of Service
Expansion Tank
72
H Building
34
N
1
2,000
Dow -therm AI
Above ground
SIS*1 No Dike
XX
Out of Service
S. Expansion Tank
73
K Building
3-2
N
1
500
Dow -therm A / Pre-
Above ground
Concrete Dike
J
heat Tank
74
H Building
3-3
N
1
500
Dowtherrrt A/ Pre-
Above ground
SIS*/ No Dike
XX
Out or service
heat Tank
75
K Building
3-2
N
1
1,000
Dowaherm A/ Sump
pit
Concrete Wall 26
J
Tank
76
H Building
3-3
N
1
1,000
Dow•thetm A/ Sump
Pit
Concrete wall 15
XX
Out of Service
Tank
77. 78, 79,
K Dow Area, (81 & 82
3-2
N
6
1.800
Dowtherm A
Above ground
SIS`/ No Dike
(Containment Area
80.
out of service)
925)
Q,
SIS*/No Dike
83. 85
7-59
H Dow I leaters
3-3
N
6
1,800
Dowtherm A
Above ground
(Containment Areas Il
XX
Out of Service
86,
13 & 14)
89
K Warehouse Yard
2-1
N
1
1,000
Propane
Above ground
NA — gas
X
90
11 Warehouse Yard
4-1
N
1
1,000
Propane
Aboveground
NA —gas
X
94
T Building
34-A
N
1
7.500
(NaOH heel)
Above ground
Concrete Dike 20
,/
Tank drained_ still contains heel
File: Stormwater Tanks, Rev24.doc Revised: 10/22/2008 Drawing: SFE-00-1234003

Salisbury Plant Tanks
Stormwater Tanks, Rev24.doc
SECTION
NO,
SPCC
Impact (Yes
Ca acin
p
Inspection
Inspection Comments
,MAP REF
,Q
LOCATION
(Emergency
or No)
Qty.
MATERIAL
STORED
TYPE OF TANK
C0NTAIN;%IEN"r
Questions
(use separate sheet of paper if
Response
P--process
(GAL)
J = OK
ncccssan )
Areas)
equip
95
H Building
3-3
N
1
50
Ortho Chlarophenol
Above ground
Concrete Dike
J
96
K Buiidhw
3-2
N
1
500
Dovtitherm A/Water
Above ground
Concrete Dike 27
J
97
1I-Dour Area
34
N
1
500
Dowtherm A/Water
Above ground
Concrete Dike 15
NN
Contains Water Onlv
9$
G Building
3 3
N
I
1.000
Ortho-Chlorophenol
Above ground
Concrete Dike 17
J
** Spill Tank
99
K-17 Bldg
2-3
N
1
800
Ethylene Glycol —
Above ground
Concrete Dike 43
J
Recovered Process
100
K-17 Bldg
2-3
N
1
3,000
Crude Fthvlene
Above ground
Concrete Dike 43
Glycol
101
K-17 Bldg
2-3
N
1
1800
Dowtherm A E.
Above ground
Concrete Dike 45
J
Vaporizer
11102
K-17 Bldg
2-3
N
1
1,800
Do«therm A W.
Above ground
Concrete Dike 45
Vaporizor
103
K-17 Bldg
2-3
N
1
100
Ethylene Glycol
Above Ground
Concrete Dike 44
J
(Overflow Tank)
105. 106
K Building
3-2
N
2
12,000
TEG (105 Clean)
Above ground
Concrete Dike 40
J
(106 Dim)
107
K-17 Bldg
2-3
N
1
1,000
Empty— Diluted EO
Above ground
SIS*/None
NA Empty
NA Empty
108
K-Doer Area
3-2
N
1
4,000
Dmvilterm A/ Static
Above ground
SIS`/ No Dike
J
Tank
109
H-Dow Area
34
N
1
4.000
Doi%lherm Al Static
Above ground
SIS*/ No Dike
XX
Out of Service
Tank
10
H-Dow Dioxane
3-3
N
1
1,000
PE Water
Above ground
Concrete Dike 16
J
Collection
1 1
GRU
34-D
N
1
20,000
PE Water
Above ground
Concrete Dike 1
112
GRU
34-1)
N
1
200,000
PE Water
Above ground
Concrete Dike 1
J
113
GRU
3 3 E
N
I
250
Water StripperOverheads
Above ground
Concrete Dike 3
J
File: Stormwater Tanks. Rev24.doc Revised: 10/22/2008 Drawing: SFE-00-1234003

Salisbury Plant Tanks
Stormwater Tanks, Rev24-doc
SF(`1'ION
NO.
SPCC
Impact (Yes
-
Ins ction
Inspection Comments
MAP REF
LOCATION
(Emergency
or No)
Qty,
Capacity
Pa .
MATERIAL
TYPE OF TANK
CONTAINMENT
Questions
(use separate sheet of r it'
P P�
NO.
Response
P=process
(CAL)
(
S"PORED
J=o1:
��
needs )
Areas)
equip
WWTP
114
WWTP
Aeration
N
l
2000
Hydrex 6771
Above ground
Concrete Dike 34
J
Basin
115
WW: fP
Water Intake
N
1
1000
Hydrex 6771
Above ground
Concrete Dike 36
J
1 l6
K-I6 Vaporizer
2-3
N
3
500
Doutherm A
Above ground
Concrete Dike 42
J
l 17
Cooling Towers 1-5
34-A
N
1
1000
lnhibilor AZ8104
Above ground
Concrete Dike 23
J
OOS - E:NUT),
11 R
Cooling Toners 8-10
34
N
1
1000
Empty
Above ground
Concrete Dike 10
NIA
Empty
119
Sludge Press
Sludge Press
N
1
20,000
Sludge Press Feed
Abode ground
Concrete Dike 35
J
120
Sludge Press
Sludge Press
N
1
6.000
Ferric Chloride
Above ground
Concrete Dike 35
J
121
Sludge Press
Sludge Press
N
I
100,000 lbs.
Lime
Above ground
Concrete Dike 35
J
122
WTP
34 D
N
1
480
Sodium Hypochlorite
Above ground
Concrete Dike 33
J
(15 )
124
T-building
3-3-B
N
I
Salt
Above ground
Concrete Pad
J
125
Cooling towers 1-5
34-A
N
1
1000
Specs OX1201
Above ground
Concrete Dike 23
J
OOS - EN171'Y
127
S-H Building
34
N
1
20.000
H-building cooling
Above ground
Gravel
XX
Out ofservice
Hater
128
H-building Heterofii
4-3
N
1
500
Dowtherm Vaporizer
Above ground
Concrete Dike 38
NIA
Empty
129
UV Plant
34-I)
N
l
5,000
Hydrogen Peroxide
Above ground
Concrete Dike 32
XX
Out of Service
130
UV Plant
34-D
N
t
80,000
Ground Water
Above Ground
Concrete Dike 32
XX
Out of Service
132 not
E.0 Arco Out of service
NIA
N
NIA
NIA
N/A
NIA
NIA
NIA
used
133 not
E.0 Area out of service
NIA
N
NIA
N/A
NIA
NIA
NIA
NIA
used
P-Building (north). Dow
Normally empty -
135
relief lank fbr R&D
Section P
N
1
500
may contain
Above Ground
Concrete Dike 37
NIA
Out of Service
dos;themt
l36
K 18 S. Dow Vaporizer
2-2
N
1
500
Doµtherm A
Above Ground
Concrete Dike 46
J
l37
K18 N. Dow Vaporizer
2-2
N
1
500
Dowtherm A
Above Ground
Concrete Dike 46
J
File: Stormwater Tanks, Rev24.doc Revised: 10/22/2008 Drawing: SFE-00-1234003

Salisbury Plant Tanks
Stormwater Tanks, Rev24.doc
SECTION
NO.
SPCC
Impact (Yes
Inspection
Inspection Comments
,11AP REF
LOCATION
(Emency
erg
or No)
Qty.
Capacity
P
MATERIAL
TNTFO�F'TANK
CONTAINMENT
Questions
(use separate sheet of paper if
NO-
Response
P—process
(GAL-
(
STORED
J = OK
necessan.) -
Areas)
equip
South of pipe fabrication
Water with trace
Concrete pad. no dime
138
shop. groundwater dow
3-2-C
N
1
500
amounts of duwtherm
Above Ground
containment
separator tank -
Water Plant. Ground
139
water for Celaerobic
34-1)
N
1
50.000
Ground Water
Above Ground
Concrete Dike 50
wX
Out of Service
plant
140
Waste Oil Tote —3' bldg
3-3-B
Y. DOT
1
293
Waste Oil
Above Ground
Concrete Dike 47
4
'Tank is fabricated per llOT 57
yard. Serial d 14259
Regulated
141
Waste Oil Tote — K
3-2
Y' DOT
1
293
Waste Oil
Above Ground
Concrete Dike 48
J
Tank is fabricated per DOT 57
Dow, Serial 9 14262
Regulated
142
Waste Oil Tote — J BldgN.
Inside J Bldg
Process
Tank. inside
1
293
TANK REMOVED,
Above Ground
Floor drains to WTP
NA
TANK REMOVED
Serial k 142 63
building
wasWaste Oil
-
143
Swenson Priman
GRl1
N
1
Crude Glycol
Above Ground
Concrete Dike 51.
Receiver Tank
GRU collection system
144
Sulfuric Acid, Waste
l'P
N
2
110
Sulfuric Acid
Above Ground
Containment Dike 50
J
Treatment Pond 4
Concrete Dike 52
145
UREA Tank
W`FP
N
1
3000
UREA
Above Ground
(inside EQ tank
J
containment)
Notes: * SIS is Storm interceptor System
** Extremely Hazardous Waste
Tanks that are used in gas service do not need to be listed. Examples: Compressed air, inert gas, liquid nitrogen, etc.
File: Stormwater Tanks, Rev24.doc Revised: 10/22/2008 Drawing: SFE-00-1234003

Salisbury Plant "Tanks
Stormwater Tanks, Rev24.doc
Revisions:
11/13/01: D. Jinks:
I.) Removed from list and map - #'s 60 (36,000 gal EG tank), 65 (Empty cooling tower treatment tank @ CT8-10), 103 (GRUB tank), 104 (GRUB
tank). 2.) Change # 134 to # 138 (Dow/Groundwater separator tank). 3.) Assign 464 to new tank for Spectrus OX 1201. 4.) #85 (HDow) out -of -service.
4/23/02: D.Jinks:
1.) Swap #14 and #16. 2.) Name Change of products in #'s 29, 20, 31 from Sulfite 3, Betz463, Betz 511, respectively. 3.) Add back #43 (Crude EG).
4.) Change 966 (Spectrus NX 1100 @ CT6-7) to "Empty". 5_) 467 @CT6-7 removed. 6.) Add # 103. 7.) Change # 1 18 (Foamtrol CT rr CT8- 10) to
-Empty". 8.) Remove #126 (Blend Gas).
6/28/02: S. Lamb:
1.) #56 Removed — Damaged.
9/25/02: D.Jinks:
1.) The contents of 930 (Steamate NF4630) replaced with Betz OPTISPERSE AP0500, previously in 431.
2.) #31 replaced with a new tank (560 gal) to contain Betz STEAMATE NF770. — By D.Casner
10/22/02: D.Jinks:
1.) Contents of #94 put in 414 (50% NaOH), #94 still contains heel; 2.) 933: Continuum AT3202 to Flogard MS6210: 3.) #37: Inhibitor 25-K to Flogard
MS6210; 4.) #59, #61: added 10,000 gal storage limit; 5.) 962: Empty to Depositrol PY5200; 6.) #94: 50% NaOH to Empty; 7.) Segregated crude and
recovered EG tanks by type and size. See Tank #'s 38-52.
4/23/03: S.Lamb:
Added SPCC column
4/29/03: D.Jinks:
I.) # 10: Product change from Betz -Inhibitor LHT to Inhibitor SL607; 2.) 935: Continuum AT3202 to Flogard MS6210; 3.) #66: Empty to Depositrol
PY5200; # 1 18: Foamtrol to Empty
10/22/03: D.Jinks:
I.) Corrected Section No. for 957 and 458 from 3-3-E to 3-4-D; 2.) 9123 (DRU) removed from list and map.
6/28/04: S.Lamb:
1.) Added containments to tanks 6, 7, and 8 per updated SPCC plan.
2.) Added Waste Oil Totes, tanks 140, 141, and 142.
3.) Renamed Recreation Lake to Firewater Retention Lake.
1 /17/05 S. Lamb:
1.) Added tank 143, 2.) added tank 144
3/1/2006: D. Jinks:
1.) Added UREA (URAN) tank # 145 WTP (Replaced tank 927 — Anhydrous Ammonia)
8/8/06: T. Heilig:
1.) Tank 9115 replaced, 1,000 gal
4/1107: T. Heilig:
1.) Changed Tank #29 to 1,000 gal. from 2,000 gal
4/30/08: D. Casner:
1.) Tanks noted as "Empty" or "Out of Service" during audit: 1, 2, 3, 71, 72, 74, 76, 83, 84, 109, 127, 129, 130, 139
2_) Tanks noted as removed: 991 (P-bldg yard Propane), 493 (Waste Lube Oil)
3.} Tank # 97 (Dowtherm A/Water) noted as containing water only due to 2007 H-Dow area shutdown and purge.
10/22/08: D.Jinks:
1.) Tank 927 (formerly Anhydrous Ammonia) removed from list; tank was removed from site after 4/30/08 audit
2.) Removed Tank #92 (Ethylene Oxide) from list — has been empty and out of service since early 90's.
11/4/08: D. Casner
I ) Tank 29 (formerly Betz Cortorl IS3000) is now Crown Hydrex 1 109. 9/08
2) Tanks 14, & 16, 50% Sodium Hydroxide has been emptied. (still contains Heel) 8/08
3) Tank 30 (formerly Betz lotusoerese APO500) is now Crown Hydrex 1246. 10108
4) Tanks 33 & 37 (formerly Betz Flogard MS6210) is now Crown Hydrex 2254. 9/08
5) Tank 64 (Spectrus OX 1201) has been emptied and OOS - heel. 10/08
6) Tank 66 (Depositrol PY5200 has been emptied and OOS — rinsed. 10/08
7) Dow Heater K-E, 481, has been removed from operation —contains dow. 10/08
8) Tanks 114 & 115, (formerly Betz Klaraid 1192) is now Crown Hydrex 6771. 7/08
9) Tank 142 — Waste Oil Tote has been removed and no longer in service. &08
May 6, 2009 — D.Casner
I ) Tank 31 (formerly BetzSteamat NF770) is now Hydrex 1603
2) Tank 62 (formerly Betz Depositrol PY5200) is now Hydrex 2937
3) Changed description for 110 — H-Dow Dioxane collection
File: Stormwater Tanks, Rev24.doc Revised: 10/22/2008 Drawing: SFE-00-1234003

Salisbury Plant Tanks
Stormwater Tanks. Rev24.doc
October 23.2009 — D.Casner
I. Tank 30 (formerly Hydrex 1246) is now Hydrex 1235.
2. Tank 62 (formerly Hydrex 2937) is now Hydrex 2159
3. 981 (K-E dow heater) is out of service.
4. Tank 118 (Betz AZ8104) is out of service. Rinsed & emptied.
5. Tank 125 (Betz Spectrus OX 1201) is out of service. Rinsed & emptied.
File: Stormwater Tanks, Rev24.doc Revised: 10/22/2008 Drawing: SFE-00-1234003

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10

Attachment G

Narrative describing significant changes:
The Performance Fibers Salisbury Site produces polyester fiber. Historically the
site produced polyester staple, filament and chip. Production has steadily
declined in the past 10 years and now the only product manufactured is polyester
filament. The filament is used to reinforce rubber goods such as automotive tires,
v-belts, seat belts, etc. This decline in production has resulted in the shut down of'
roughly one half of the site. The staple operation, which is now shutdown. is
located on the south of the main building. Staple is shown in the plant drawing
provided in attachment B. All tanks & containment basins associated with the
staple operation have been emptied and cleaned in order to protect storm water at
the site.